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HomeMy WebLinkAboutPermit 6238 - Associated Grocers - Freezer BuildingThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. 6238 Associated Grocers 3301 South Norfolk Street RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. 103 DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. :a . . • in1 - .. Associated Grocers ..•1 365 -9190 ADDRESS 10700 Meridian Avenue North, Suite 406, Seattle, WA ZIP 98133 -9014 CONTRACTOR W. G. Clark PHONE 624 -5244 ADDRESS 408 Aurora Avenue North, Seattle, WA � P 98109 WA. ST. CONTRACTOR'S LICENSE # WGCLAC *370N0 EXP. DATE 6 -01 -91 ARCHITECT CNA Architecture Group PHONE 882 -6060 ADDRESS 3050 152nd Avenue N.E., Redmond, WA � P 98052 USE .,} J ('01)1- ('Of.1I'I J Inrl('i l / FLOOR SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD TOTAL TYPE OF CONST.: II - year 1988 SE TBACKS: N - S - E- UTILI PERMITS REQUIRED? x Yes ❑ ❑ No W- (through Public workaL FIRE PROTECTION: Sprinklers Det ectors ❑ ❑ W A ZONING: M -1 BAR /LAND USE CONDITIONS? ❑ Yes ❑x No CONDITIONS (other than those noted on or attached to permit/plans) r1 CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING / PERMIT N0. DATE ISSUED: o PROJECT NAME/TENANT Associated Grocers TYPE OF U New Building LA Addition Li Tenant Improvement (commercial) U Demolition (building) (1 Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Addition to existing coottftf?efzer building. ASSESSOR ACCOUNT # 032304 - 9024 -0 APPROVED FOR ISSUANCE BY: SIGNATURE: I hereby certify that I have read and hamined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. 25)1 COMPANY: C.(4 / l2aurt &Z VV This permit shall become null and void if the work is not comm enced within 180 days from the date of issuance, or if the work is suspended or abandoned for period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. Goth 4& L,t`it Iciz PRINT NAME: CO Qen. Lj QSke. N Ifl BUILDI4 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) x, BUILDIN PERMIT FEE: PLAN CHECK FEE ` BUILDING SURCHARGE •THER TOTAL' I II • MM. MO 2 > 94000 '1,911:00 4 855.50 WEIMMIN PLAN CHECK NO.: 90 -311 BUILDING OFFICIAL DATE: DATE ISSUED: DATE: Co PERMIT NO. • CONTACTED /� JC.) ,, 1�� �!!--�� DATE READY DATE NOTIFIED Q BY: fys PERMIT EXPIRES 2nd NOTIFICATION BY: (snit.) AMOUNT OWING O? c� {o�L{ ' oD 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER • INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY I FORMATION (to be filled out by Plan Checker) G SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. C�FIRE PLANNING 0 OTHER !NIP d ' INIT: INIT: cj -24 6'O INIT. •�'� i FIR PROTECT S • rIn era etectora • N/A FIRE DEPT. LETTER DATE' • 6p0/90 INSPECTOR: 517 ZONING: /v.., / IBAR/IAND USE CONDITIONS? — ] Yes y 1 o REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: ►A II BUILDING - initial review � E BUILDING PERMIT APPLICATION TRACKING - 1-(3.90 REVIEW COMPLETED PRO4,ECT NAME `-7OC1 a €d Co no( ,erb SITE ADDRESS e 1 NOk. SUITE NO. 0-20 -r 10 ROUTED CONSULTANT: UIREME Date Sent ate Approved - 9 iu q � SITE ADDRESS SUITE # 3301 S. Norfolk, Seattle, WA 98124 VALUE OF CONSTRUCTION - $ $1,100,000 PROJECT NAME/ TENANT Associated Grocers ASSESSOR ACCOUNT # 032304 - 9024 -0 TYPE OF U New Building LA Addition U Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage U Reroof U Remodel (residential) U Other DESCRIBE WORK TO BE DONE: Addition to existing cooler /freezer building. BUILDING USE (office, warehouse, etc.) Warehouse /cold storage NATURE OF BUSINESS: Warehouse Food WILL THERE BE A CHANGE IN USE? © No • Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Bu g: 248,936 GSF Tenant Space: Area of Construction: 34 , 348 GSF WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? a) No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Associated Grocers PHONE 365 -9190 ADDRESS 10700 Meridian Ave. N. Suite 406, Seattle, WA ZIP 98133 -9014 'CONTRACTOR W Clark PHONE 624 -5244 ADDRESS 408 Aurora Ave. N., Seattle, WA ZIP 98109 WA. ST. CONTRACTOR'S LICENSE # WG- CL- AC- *370N0 EXP. DATE (D- 1 - 9 I ARCHITECT CNA Architecture Group PHONE 882 -6060 ADDRESS 3050 152nd Ave. N.E. Redmond, WA ZIP 98052 Y >: Iii' iE:> 1' �f�►' 1'.: 1.: 1�1!► 1Ir::: R0. 1AI�Q EX/ 4M. l�tE Tl�t1S.. A 1 .. .. M � y �+/� �y �F r�y 4 +:�� Ff.��«1J� , :: ��:.:,�.:.: :aM61B� �.`�':� : ,. :. I" I: ?lr:> 1':' �: *!1F•��i��t::i:i:: �! ?t�: :::i: 5 .:::......... .... ..... ... ......:......... : isf ::'f.':::::'i,:i : :: ::' ,::::L:::::::: �::: ::i: : ' $: ...: .., .......... . BUILDING OWNER OR AUTHORIZED AGENT SIGNA.` ij DATE 7/13/90 \ PRINT NAME D avid P. olm s PHONE 882 -6060 ADDRESS 3050 152nd Ave. N.E. , Redmond, WA CITY /ZIP 98052 CONTACT PERSON David P. Holmes C0042.mi) PHONE 882 -6060 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 isiRmaramm /l f'f'L ICA TION 111US T ML f -I(LE -L) OUT COMPLETELY DATE APPLICATION ACCEPTED BUILDING PERMIT APPLICATION FEES (for staff use only) DESCRIPTION : :.:::: BUILDING PERMIT FEE: PLAN CHECK' FEE BUILDING.. SURCHARGE ENERGY:.. SURCHARGE<> OTHER:: TOTAL 110 '. 1 416 S5..56 RCPT ..:N 'N142-4 DATE..:. APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of (Immunity DeuelopmAnt prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations: The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION EXPIRES \-- 9 0313010 li COMMERCIAL ashingtor „Stun noa washitgan •NEW tat E$Ct.L B m aNO91A of :pgriaent pAd► ts' ::. .::............................ RESIDENTIAL -- aeacoftt,.roi tatlotu;: • and soils krkep anon >' AMILY UJNQ8/ADW' NEM( Slf3MITTAL CHECi.IST nor Aocaunt 'wo ( 2X :,lets of cotf, Slid; par <``<z<>1 IIERgAI TENANC IMPROYEM inesf. ANTE OPEN nclu � vi�ictt.t � oti'ptMn , i t (common tivall} te nant ikis; 5ietdirp iir;rr ore: tad d tnant space i n wt o use of 4ach iii patterns stYi 0 wall and wa a to be dart olli o Account Nu mbar • Mve de :atbinp existing roo mats iel bein{a temov ir <:...... tRtt� IDENT1At'.. RE ROI TE If ariyuA►NryFw±i)rK'It Mo f► ; ■0;.0. a uE►initpd UTILITY PROJECT TRACKING CHEC(: ST Control# 90 -311 SITE ADDRESS 3301 S Norfolk Project Description Addition to existing building PROPERTY OWNER Associated Grocers Address 3301 South Norfolk, Seattle, WA CONTRACTOR Gall Landau Young Address 100 116th Avenue S.E., Bellevue, WA CONTACT PERSON Dennis Nordin Address 10800 N.E. 8th Street, Bellevue, WA ROUTING DATE PLANS RECEIVED 9 -14 -90 Site Utility PERMITS REQUIRED DATE ROUTED DATE PLANS DATE RESUB. TYPE OF REVIEW TO PWD APPROVED REQUESTED COMMENTS 9 -14 -90 APPROVED PERMITS PERMIT # PLAN /LETTER DATE ISSUED DATE FINAL Yes / No J[ Channelization /Striping / 5- 56- G- J - 3 Signing [[ Curb Cut /Access /Sidewalk O Excavation (public) [I Fire Loop /Hydrant O Flood Zone Control C1 Hauling O Landscape Irrigation [] Moving an Oversized Load O Sanitary Side Sewer ❑ Sewer Main Ext. (private) [l Sewer Main Ext. (public) N [ Storm Drainage [( Water Main Ext. (private) ❑ Water Main Ext. (public) 0 Water Meter (exempt) Size: No. ❑ Water Meter (permanent) Size: No. - ---0-Water Meter - ( Size: No. 5b-01-1(1) O Other O Other CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT FINAL PWD SIGN -OFF APPROVAL (signature) (PW.UTILTRK) PROJECT Associated Grocers Square Footage 34,348 Phone 762 -2100 q 3- -1q-q. Zip 98124 Phone 451 -8877 Zip 98008 Phone 455 -9494 Zip 98004 Date CONDITIONS CITY OF TUKWILA CENTRAL PERMIT SYSTEM ENGINEERING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 (206) 433-0179 SITE ADDRESS 330/ 5. ,vo,¢foau scArr/o-, cc'4 NAME OF PROJECT 4Sroci.orrn G',.oG -,zr PROPERTY OWNER Ass oc04,b6 - o 6 -ref ADDRESS 134 / S AJRQFaLk , Se,ortor Am 9B /Zif ENGINEER PE/7 Aerzerr CA,- 61v6 PHONE 762 - at a o ZIP 9 ,9/2. PHONE -?'/ - ADDRESS /DG'w ,v rp °—d .Ce 7 ?" 1e L6t ae, 0J,i. ZIP ?pool- _ vpA CONTRACTOR 6 .a / - td V � PHONE 4/S/ - 8817 ADDRESS _ipo — / /( uc S & _ 13 /r / /EVtc WA. ZIP 98008 PERMITS REQUESTED Sewer Main Extension (private) Sewer Main Extension (public) Water Main Extension (private) Water Main Extension (public) Excavation (in public right -of -way) Fire Loop /Hyd.(main to vault) No: Sizes: Landscape Irrigation Sanitary Side Sewer No: Water Meter- Permanent: NO: Sizes: Meter Address (if different from site a ress) all Water Meter- Temporary: No: Sizes: liji Water Meter - Exempt: No: Sizes: Meter Address (if different from site a ress) WATER METER DEPOSIT /REIMBURSEMENT NAME ADDRESS CITY, ZIP PHONE ••MISCELLANEOUS INFORMATION Applicant /Authorized Agent (signature) UTILITY PERMIT APPLICATION (please print) (print :name) ,Dev,vls Naeo, 0 Contact Person (print name) Dtr-i- s AJo.¢o,✓ ,Curb Cut /Access /Sidewalk Channelization /Striping /Signing Hauling Moving an Oversized Load Storm Drain F lood Zone Control Other Q Grade /Fi l l WATER METER PILL /Pe NAME ADDRESS CITY, ZIP PHONE MONTHLY SERVICE BILLINGS TO: Q water NAME ADDRESS DESCRIPTION OF PROJECT Q Single Family Residential Q Multiple Dwelling: No. units U Ho t el x • u Apartments U Other OComnercial /Industrial: Office [ Warehouse Retail School /College/University EL Church Other CONTROL N 9D • 31/ Q sewer Q metro Q standby PHONE ZIP Address 1 A.e. &Tr Gb..ss //iu.c (32 /W1.UTILAPP) /0400 , 9 . ' I t'"' rcrg3i geruevuer New Building: Square footage emodel /Addition: Square footage o or g nal building space 8 3G Square footage of additional building spa 249 King County Assessor's valuation of existing structures $ Valuation of work to be done $ yo o, on) Q Condominiums Q Hospital C1 Manufacturing I HEREBY CERTIFY THAT I HAVE READ THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND Cubic Yards DATE V/ W9 U PHONE 4 PHONE 4T-?H'/ ZIP jpos4 3. Water Mains All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets (copies) of plans stamped by a licensed engineer are required. Plans are to be submitted to the Permit Center where they will be routed to Public Works. The following information is necessary for Public Works Department eva- luation and approval of site plans: 1. Sanitary Sewer A. Type of pipe - concrete, transite, etc. B. Size of pipe C. Percent of slope on pipe, length of run D. Number and type of fixtures to be serviced E. Connection points F. Location of cleanouts G. Type of bedding material - if required H. Invert elevations 2. Storm Sewer (include existing topography and proposed grading and surfacing) A. Type of pipe B. Size of pipe C. Percent of slope, length of run D. Connect point E. Location of structures F. Square footage of area to be drained, including roof area G. Bedding material if required H. Invert elevations A. Type of pipe B. Size of pipe C. Hydrant type and locations, if on a city main D. Valve type and locations E. Connection point F. Type of connection - live tap, tee, etc. G. Location and size of thrust blocking H. Size and location of mains, including elevations (profile) 4. Parking Areas A. Type of surfacing • asphalt, crushed rock, etc. B. Percent of slope or runoff direction C. Location and size of curb cuts 0. Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts. 5. Domestic Water Utility Inspectors Water and Sewer (433 -1860) Street (433 -1850) CITY OF TUKWILA A. Type of pipe - cooper, galvanized, etc. B. Size of pipe C. Number and type of fixtures D. Size of meter.-.1". 14 ". .tr. t. Location and elevation of meter box F. Location and size :of tap Public Works Requirements After the Public Works Department has completed their review and the plans are approved, the applicant will be notified by letter of necessary per- mits and requirements; an approved set of plans will accompany the letter. If the plans are not approved the applicant will be notified by letter of necessary resubmittal requirements. All required permits are obtained ' through Department of Community Development at 433 -1851. TO: FROM: DATE: SUBJECT: 1(.9_x a s co -eoLd � _U, f Tukwila City o 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary 1. VanDusen, Mayor MEMORANDUM p 00 4-- c&s 261aq . a() U2s 6 7D — 00 STRUCTURAL CALCULATIONS ASSOCIATED GROCERS WAREHOUSE SOUTHERN EXPANSION CONDENSER RELOCATION MBF, INC. - CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 (206) - 727 -9600 MBF JOB NO: 35.90.034.08 DATE: JANUARY 4, 1991 fEC iVE:C) (ITY OF TUKWIIA JAN 8 it PERMIT CENTER ; 111 1: 110 r y Z♦ ,rb \ ^ti • • r r • a j . �arlA 4^i 1. ! 'C r MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 ) DAS SEATTLE, WASHINGTON 98121 PROJECT /4 0101.-MXEL CM DEM CLIENT eAl . a&C 03/0 e") Z 51 r , (0 5 ,0,...,4 ,& BY JOB NO. a- DOS4ZSPAGE (206) 727-9600 FAX (206) 727-9610 DATE 9 4 ,', 9'C 7114 /A at4teo Zel k4,- (Lew sot- F ic (/) ( 7 =f(70 (44e. cr:Ped. . s eitt deo s r a)p 32, 6/ 7 F -sc, 3 6), 7S'7Y2 , e ) /7 33 -s ‘A din toe,/ • 40'4440 e 74; Joi /6 Aro /,4, PROJECT CLIENT CA) Hi MBF, INC. • CONSULTING ENGINEERS 0 3)F 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 KJnfCt S Cow). SeiFu € r/e . L�s/n.6 r • Ia# ij IClfurte, 21D l - L 1 /0. 41c iI � = 4/V00 ([ii.) ! , eV' ,444 �SS aeor ,Q fed 42i o I/ u e /eor, . 76' 41 f oram• -/tor 6 - I "VP . BY `STC _ DATE /c JOB NO. 900 �( PA GE / O 40 47 A ✓.1i` etwe)--+ r (206) 727 -9600 FAX (206) 727 -9610 I ,L 4700 424 = SG©o /12 4D = 2 4 /. (4" t coo) Zs o s?) ,i ±f :5: /12 57) 2% 0 d5 eatiaddY GAGS ?G r t-re ci; — S -1-4 -1 //2 G;► Od morn f •*i ro (/')/,'at, / 04e) A �es•s 7400, wt) dl2. _ 1 /8/0v(o 13) /f(/) = 2 SWA-ti 09 dos e 74) eV1 4o.d/ dtifees, 2 2O( q) t 86.30(i30 Z r I HIRT r So exec, ‘rae/eit.5ot 6 s _ -1 /! W = 32 G/0 /1. �-, fz y "of MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 BY DATE s f 419 PROJECT 4 o C�SyU� CLIENT Uv JOB NO. 9DD 7,08 PAGE 3 0F47 6o F% 4396 ( z) /6, .3vS 990 `! ( 3 ,2) lC .3o' , 08 o ---,F oval /6, G0, X9,4 Gv - Chi i `/ Goa ' ,3o4, 4 _t Al/ wee < L iy S 9 /6, 2e 7-8 (33- s)4- Zit/ - s9S) (206) 727 -9600 FAX (206) 727 -9610 i y - rz (.73) 7 /D0o = S`33 , 4& d/z = 3 2 (/D d) / - /voo) / / k rr / / — 3 3 ` s- 4'33 CLIENT UV ft D MBF, INC. • CONSULTING ENGINEERS SATE WASHINGTON 98121 E 600 PROJECT n e i c 'D; e a W f GEC Pg Z3 // ge e el att 01.46/441 670,0A /are ( eau u sar - 4/D 7 C ode / - /i 1 aem7 a //C / Trot , .. _L- / O ( f?)(/ ' (/ /9,01 1 /Z/A' /li .<(:::>- -- Ti ,,,,; y ill fAu e a' el a 1'i ali -71 C'PIIS/'ae o� /'9o'/ = /9 / 7,o'/ (q, 3 )(/ = /6s (206) 727 -9600 FAX (206) 727 -9610 BY (T DATE ) 41 1 JOB NO.0 • Og PAGE y 047 HREF PROJECT eW, CLIENT C_A),q' 5- ucll(�u�i+sav- MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 BY "TC_ DATE JOB NO. PAGE OF 4-7 /4,oe/(0/, S col.} 4? /9,04/('/ f /C175T (206) 727 -9600 FAX (206) 727 -9610 �el S4errc % %CGO' c a," redier ago/ 7L a7 a &Ai, e ea31.4,► , 0.4we '6 At 0e. Ar 4/4 /4/ Ailed em4.4094 5.444*/ e /woe', ee swor /At% &Awe Att/ p 3)p J MBF, INC. • CONSULTING ENGINEERS 2505 SECD AVENUE, SEATTLE, WASHINGTON 98 1 600 211 PROJECT Aei h)f -HSg COIF , CLIENT CA $ -4s»#�.$ Gfe# 1/(rOA 4.c.16 7 / [ +0, L:'WD//^et w, AP - ��y cl i- JOB NO. t„, L72_ = 2 _.may L boo //, 26 l6 s d= 9' 9.33 =lc = //, z-ro /6 s S r GOA ( 1, , z sue , 3 = �Z 4 . o /d /1y- j' (36') p !l2 s-v (9.53) 0 m ,� BY ` J G DATE I il)34 (206) 727 -9600 FAX (206) 727 -9610 Jcj PAGE G O MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT Wel { )1S Alt: CLIENT i g of,, oefri' , / a e d & cQ ty, e 14'e wge 733 aye / of/-/e. er, 03 1i =Sa // 2'4 2, //7,6 z ■3d u ire 640.4 i rr~ s � 70;d14 j A e = Esc C /? 3' z fz" _ � 3 - e2 __.c_ = /12 as BY G DATE °J /4/ 9 I JOB N0.960 % 1C)5PAGE ' OF 47 Z2=1 40; -g- z�.3y £s S93 a? s (206) 727 -9600 FAX (206) 727 -9610 CLIENT c m 4 . MBF, INC. • • CONSULTING ENGINEERS O 2505 SECOND AVENUE, SUITE 600 r SEATTLE, WASHINGTON 98121 PROJECT 11'1 ar -�'— satiPadetisecte -r u 'o e T 5 WAIN ' fit /V I got BY CZ DATE 1/ i/9 I JOB NO. 900 ,618 PAGE o41 ) /194- 77-1°;e4ri ed rT ' (bed rc = ?, s s 6reidj 0,1I . / ) = /J /fr /¢u) Pr d !l = 20 /6 z. ` t t 44#'sepr Arm • = Q '(5.5 - / - / 742 2a4 (206) 727 -9600 FAX (206) 727 -9610 sor Gt' # ,' , o m® /s ue fi, A-:,4 ? /9 -7/ � � e00-4.0_ sp. / - ,,�� " X %' 3 !' ;;�� 4 3 z, 6/e • r r -3 ii a, e, w1' 6 /(7 ADO /f- O ' o r b e am /' o? IG o W/ # 0404 c'✓o ee iv., ,f 22 11 6 'd rr' ,6 f 190'0,41. HigU) CLIENT Cf ) F o, PROJECT Arrl 0i Z -J'S E LA kyD BY DATE 9 IOBNO�I��' G ov PAGE OF 7) ' ' ro" 4„;..5 So / &) ; C .2)2 /�epr sae/ . r (ZOte ei. ) L t L L /■, , — ( /?? >= 34/•9 MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 Lc Air) 4 • 1°w s = 3 4 / 6 z /5 z G /7, 34- Ouls . / /A I -of a COG+ e4 So"- . tGr,A' . 4T (/7,3)= ens 2 _)I4 = 'lr, h a' J'LG �. g 5 ?°4 t 32/ 4114 = ,?7 / /6 /A Lam' ` g e Cia r �' to& aGGGSar> te4A = 2 4/ /6/ - 't, = av a = (uJ.sedi- 1.t164. eUt 4) 4Z (206) 727 -9600 FAX (206) 727 -9610 — Afte /.1, 3 5 to ° v = x((a i t 701) 1 AI PROJECT Pei W Af€ C.CAS1, • CLIENT CN/4 Dip MBF, INC. • CONSULTING ENGINEERS (206) 727 -9600 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 FAX (206) 727 -9610 4 J a 1 L� ihromir 0 / t 32 q �ao r ki ) _ 1,�, Oil (X = - X,t.e- yam = to L = � r2ti - -7o 2 y )(/ 7 3 9; 10 A s -2 Z age$ 7 .56 / /QF 4 17' BY CC, DATE 1/149 JOB NO. , 4 og PAGE ;/t' OF41 /604 c 99w-4 laegA61_,Wro �b = ge - '-- A S iMo v 7,t j4 GO ENV/ aee A theA 404C/ s e e#1447 A" eor /67, /Mai, ...v40,•• e ' Gv _ / + // 21-0 ( _ / 4 oleo) dGk■ / Adz A 1/7 - 0 4/ ���Yil�2 = , - (/. fi/ �- = c/, �y x 13 �y3 - 74136) = 4:5; PROJECT CLIENT n p MBF, INC. • CONSULTING ENGINEERS O 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 ,S' - we. � _ 4 3 8 —4 - / i:, / 27 k a 1 fe.e4 d4fiA" .2)140?4:4 '4$ = �w - 541 1 70 7 3 - /z) , G8 9 •1 (2) s5i/ Z o d o; 8Z (0- /7 3 " _ - 2y z6'Q ( e GO xZ _ G s y- (206) 727 -9600 FAX (206) 727 -9610 BY 1C.-. d DATE i/� q/ JOB NO. *D8 PAGE tl. or 1 V l td 57tAtikr 06 z y = 1-y2.8 _ 3, gz ,�S 0 7717,747 �-y / = , (34) w /4 '/ >1v ✓ 4i4t )1,; yEQ ,7rW I /Z _ , zs (/ ?) (/ 73)/2 = /©/3 /� 3 /1) -= _AO / 3 Arr,4 6, 17' z A/11T zgeifc-41/)., CLIENT H i9F O MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT , e cr r, 46'1 4,1./ ° S Af :s — � � ge) = I/0 ///11L' T u / Q � k Sur o f 1 7 4 ' - - • 7 ; 4 ) 4 . 77,..4 s) _ / /‘,t j r , te. 24/, (5-51 G - us 45 /644 `G�' r o tstieN S or ` r2 -• 32d/ /S / 44- 1�1 r �t 2)1 -41 : 1 ,S. ( / , 'r) s /O S (206) 727 -9600 FAX (206) 727 -9610 BY :fa. DATE oft JOB NO.9CO3+1 OS PAGE 1 ✓1,,, OF 4-1 le4 - 21i 01_2A, / _, �5 � D //�/ * =(4 00.5 ea-e) L 7 /8 = (y041 0 70/ ` )Z3 2 /c /000 1/ • C.CV k - ,��~ 1 * ) ' 3 / 2 = 4 745/ . �b CLIENT 0111 p MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT Kyie6 C t'L ) BY (206) 727 -9600 FAX (206) 727 -9610 DATE `}91 JOB No.q004. 6 y PAGE 13 OF 'fT .zI "II.0 -Fa? s2W)��.�.: s S • _ k - ' /O oo 0 (dies e Sf 74o =23' , 42 = /SG- } /6 /f ate .0 // 4d . .., 1;6( = 2a1,' gdei _ . 7(4 322) 25/2 = .q z 7 40•wdb 7 T 4s 3? ,- 7;1, / 4ez.-- . ,1 .ole.o BSc, `eee! (e.e.,? /r4 ( ' 7.57; -74-• /voo g (Z)z ) soe 8PV ►..IM 4 ? r "4015 - *.r. 7 4 5 - (3 6 � 0, ge -5;1 b 5 (/ ) /2 7 3, 94 4. 57 7 _ . rin P`<:5404 ) g 6 z ( 3914 0 d■ OM) ) 23 •/2 2� <a acs PROJECT yjagetiS cJva, CLIENT Hi9IF MBF, INC. • CONSUlT1NG ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 f o* 4, 2-m (..oz k iv= L = 1 4 , Fy ✓ (/f0 g9Z(3'5 ) ,6t4t; d � :aer .ter, ; efr e, Tf r 1 - 01e Gv /O Ic (206) 727 -9600 FAX (206) 727 -9610 BY C DATE 1/4/9 1 JOB NO.DO34II0 Q PAGE � I!{ OF4 MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 BY Ot.,, DATE I /MM 1 PROJECT iff, lAPeetiSa arim �. CLIENT C4 JOB NO.9L ,0$ PAGE /S OF' ze = So/6 // sivirt V? i ii?• # e/' Aye ys' ys q 0/ *; ..r...7f? w 2 ,r/V izsX--) ...,-,--- , _e; -. ; e i f f r i „.. Ati& _ ,o c--= .7/3/ l6 /7 / z 'L ?cr... " e'4) $ r v� ..• t, f ,, 4 S,/t 10t , 7 / r 3 / 7 -/ - 49i3,, (B J 7)- , ' (','r Z!* /' r Zi) � S' 47 " ) k 57)(5/ 2- /o,0 937- _ f/3/ (2) t Steiy) r kV - f z5-77 "-- AC sac L /s = /0,194-se .t- 52 i / .. / 4s 3 A s � 20 s� �z�2 Z I = /28�d (4) ' (iM $ - do r-) �, 00 20 3 -- /.34 z, s 292 z 636 y w /9 le , - / 2 3 , / V ' ' ) 4 = / // 3 /� n1006) / - 4 /4 / 74' ‘ei/G k / (206) 727 -9600 FAX (206) 727 -9610 MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT 114 to-fpeettse coNv, CLIENT at Pr ! .'4 3/, a ege zoo 4/ /2 `;4., 7 „ 4.. 2. V , ,poe, ( ) 1/ BY TC■ DATE I/449 JOB NO. %oa OS PAGE /6 OF 4-7 3/./2. (206) 727 -9600 FAX (206) 727 -9610 tc = /1/, 4 /ks, 1 CLIENT C " 41.003 ##.4foeick /1` )i MBF, INC, • CONSULTING ENGINEERS (206) 727 -9600 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 FAX (206) 727 -9610 PROJECT 06 fii5Lre '-r.i D BY DATE Y t JOB NO100M PAGE /8'0F4/ , l,_ - 7 re iA (z) r Z9/ /6 / I/ / •�', 4tf = 2, /((Z /6 lz) t- «* #-&- 429, /13 1,000,4, r 7 723 % '1 Q2? / aa/ lvt i/• ei " 71W . /6/46. ad tel - %1 ea-deda* Fa ea fleS 0,7A 1 6 ) -- u tp (a ) -- a - ' w1a_ /ti (8 9( �} t- 32 R *ti 4 /v6Z} u) / = 3 ay /6/46 6 7716 23 h ev . 3..2d /4 n MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT kRM fieL . Cowp. BY TC DATE 0-19I CLIENT CA) r'f JOB NO.90 d 53 PAGE /41041 dfiedtAt s 7 2 (/' a 'el() 6 ( 7/M1/3 t 5�2yo) 7 < - 4 5 9 , s ?‘ 6/ /S - ft 3 y 3 g / � � = 0 G d (m e avW ".a../ ()<ewe' - 717/04D ,4J � p t) /'' 4/ /.= 1 , t g � (t 25q- > 4 7 X 3 ' 2 = p % 2 4 2.. ?Wee> g3 (W/ 2 z 3 t /Z,5 ' 77 Sx 74 / 3 . - a ... =. /9�_✓.�, f=a _ z 66 - � - ' � * 0 7 4 - / 0 0 . . 7 . / a ) = . a,2 A-,I 74 i 8yL r 4� ^-7, •6 36' Ue te//G = z (206) 727 -9600 ,, FAX (206) 727 -9610 MBF, INC. • CONSULTING ENGINEERS (206) 727 -9600 )[( O 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 FAX (206) 727-9610 CLIENT cA PROJECT }-t Cr I v r) ' BY V C-- DATE / 4 4 / JOB NO. 700 PAGE OF p si:) 4 hurl er r hrd 8r 'az Ram" �eac ' y 71-44. Q ,- 71"" 4/ /b 5 1 :Cr- ,&9= q /3/ ,rem $ i = 234t . z 7/o21.--f/3/ •.' f �o z1-3 /E s Z 3/4 - = /� 73 /6 Ago k S,rSe T5? 0,4" /.'imM. 0.140w 4 A.,0 70 - ( Z p I '3 /-) z � 4 30 fi •/ fi-/ // �s deer �/srk 5;4 ce rr; 6 4,e0 = 1 3 7 Z logo to r .* Asi otaviok �' " "ee r -5<-4,A-L) w /If // Z6 516 = I 5e 6:s pelts, 3V D MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT CC V 1D, BY � C. DATE V4 /9 J CLIENT. JOB NO.9W $03 PAGE 2/ OF4 j z = 3 r L /V /f4 ) f- / 3 3 ) , i (P/ / / e3'S)/ - f Zi 4- 6 - ( <3. 5 J ,- 3 Z / 61 *- / ' S - = /q � � 4Y /6 .. z33 e(i' ) 6 rO ' - /f3 09c 74 - /OS s— R, = . 7/ z ,-- io gS''"= -,4,49, 4, Gam / gem 8 Zs, �/2 (z *z - /4'4' ) y� Z4.5o / -!G z3� a ( 8 ab9- 6e) ' ■,r = Ze z = pi / —, — �� -Tr/4AL. 4 4/4 = / RA. e /eA 77 4 z ‘ 6 4, -• rte' a ze _ = 26J? = 3 4_ 1 =, i y dfri Med Al , v y Z.`z . 29t (i!% o .2 /•2 /- . 210 2 / (206) 727 -9600 FAX (206) 727 -9610 /44 yks •� 1.36 Z)G," -c PROJECT 43 l CLIENT MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 tT) BY DATE ,ltfr JOB NO.q0D'+.O PAGE ez..0F41 �it,�'r�rj C tr 3 are i(C07L eO"tt" t:01 ,i G;Y S G/4O; ..r.r 3 rs • • 71k /'� ea. r-43 op Al . . . L • /Q a2, -,I) 74 (i* tEQ (206) 727 -9600 FAX (206) 727 -9610 � 'r'7 ('p ! ?4- ' ,S !eee4 I.It MBF, INC. • CONSULTING ENGINEERS u J 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT . P ec..416t Co CLIENT 6,1\i 2)1 4 • 's4,, — " /f El z BY V O.,. DATE Frni JOB NO.9DO 34,0 PAGE Z.5 OF 41 skri ukre SW of 3 fe G1+41, 1' L V UL EL, 64 -4 / 3 1/1 /& L, ' w w H /7,3 zz 2 J 3[//4j - 34/'" . 3. 4 / 5_/4 3 = 74 7 g 7 =7. i .;"°"- /02461 9. �� -- 36 ( ' ,4) � -� = 6o -as (206) 727 -9600 FAX (206) 727 -9610 CLIENT C!N 796 p MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 r SEATTLE, WASHINGTON 98121 PROJECT 91-01 , C o Q `ems' < 4.414. r. s.•r m 4/0-c /9- 47,040 =- 5e 'As 3Z/ #f? (206) 727 -9600 FAX (206) 727 -9610 BY `� DATE '/419 JOB NO.9OD/ .0' PAGE mil?" OF 41 •'- e 7' ■s frL 3 1 s2,4 / & 7/0 z (g, j 68(13) 606 (, S 1/, - - /4, 5 2r. .;1.7 57z =!/,f 6 1"— / 2dro = / 42'64 3e1 ," z ( /O !» 6 0 ~ 6 ((D 6) -//95g rt- /ego /9n1-0 wooln = 2 O, 3 /a /6 /N y aS 14.41 if0 1o(4 ?4 - 60 4 )3 7 ( 8 2/64' - 3s)/ f&1109 -161) 7- / 3 24' / 2 -i- (/// 2/03 - 'Z/0 Z� W 4-- 0.5 / -32//3 - ) - �`- 4 4 4( /6g 7(70-- (31) ,?Pd , /S ti/6 10/6k 56 .5 ; tt ° , 66(34) = Z3. 5 's //lip. k k Z5. M. c)/ /z. i // Z, o k • f /!a 620d MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 1 SEATTLE, WASHINGTON 98121 PROJECT Ad, u)PI I-e UU cct.. x:!< kl CLIENT r 3 A J- CA1 t4 JI r [3� 1 61�'J w gtPrI'I 106., n,_D,125 lr (1 12 C I nY(b,17S 1n 1 t5 1 v f5F 29S- x121 y∎ 12 x I Q. 1-1 A- NOR-AI 1 °1 L C 23 12. C,e,) 0.2.10 0.22: L r . e (206) 727 -9600 FAX (206) 727 -9610 BY D (� DATE /2 /J.5/ g� JOB NOOb, DIA ot, PAGE .2 O ,r> - n t t 23 -4 (.4) V = , c)C2.1S> 1<.l o.l(o5 6 Gov I1 1 M'Er-i S X1.22-0 6P4■1 PEY:\lc) LO . F'L a ( L2' = E ' Igt L. = vP� ID L., = 4 1-t \1E t = (SD,Q4(KLF)L22b ) S 4JIDK12 +p.°1111 1� = b, ! ,� : ■o 3 �� 24.0 PROJECT 4 . ( IA.' AR,s f)- cco CLIENT C4.)f (40,� )(412.4 \ ,(D,S) = 2..or Pr S u r f P l tLL AGE, �, 120 , MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, , SUITE 600 SEATTLE, WASHINGTON 13 (.,"` 1 - `b 120.5 120,'' IZO 5 15D 165 C`fe p. x.t 4b5D 4 BY pt..„ 17 a S/ (, JOB NO.90. .(' pc, PAGE „9.1 F- fit_ r'1= I , Pr-b - X c.DL m. rJ G rr-rot- - = G -r p p = per = " 4 11,b12-3n / 4‘;) (206) 727 -9600 FAX (206) 727 -9610 4 r- - )ct7SoZio:1S)=. 4 r.14 7 i . 1,10 1, CG = . 2j!12 - = 1■1, coos.,1) _ • y�2. 2s(1s(D _ 14 6>lr ,Z' 2. O, IS use I.L.-1A I,(.2 -1 la C 5S ci ,C)2. 3. 7- = 727 6,!n2. 0.41,v(.4(a: n ) ac). *1 F = G'•(o2s �►'Z (..(..ZS C► �3b. G. i . 1 ± 3, z ©, I < 1.0 Go Aa 'O Q_.AIl-.'47ES( ,IJ aim MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 II II USG - T<::7 12 x.1?i x y DES �LJ rcfz 2!J 4 1" 1,51„ 1,2S�n D.2 ain¢ !2 12 ( C-Ur_lES 10 , j 25 X = .2►) i n ,x. t,') S = 0,1 (d41 n4" 141 n` p /112 DIG Cb ,21 b 1 ;(0 ) < 6.6311 A- a) 2 27 I (677 _ 61 I Yr k- F0( C.4*.) ILSvE( M (C). 146 ,S Pi)C1 it = 5. o( ) C= Co ( 1 lo.�l 1 - 11,7)0 1 F1' 840 veg. ' ��' k y = r L i o, PROJECT Itr IX)Prak C.000e3 CLIENT GO(.} BY '� DATE 12 (S /dfic) JOB NOq(), (:) 4 (WAGE 9-1 x ( -frc 06. RSSo -1€ F1 LS O DO'S l& tJSrDI..� 1 'I Er - - TD Caere-R.'1. Lk- e L O c4a,65B -)C. 2:n) 24C) ti .210 I.SZ°t I6H .* - TENSIC.) = I 24�> 2$7 1.6'29 (206) 727 -9600 FAX (206) 727 -9610 0 .42"-' k �� = 4.P1-.11 15 I cArPfAciN gap 00 .302 o (g.ia w 1)6,1 �►��,. PROJECT c Fp CLIENT W1 BY (2e DATE ig,Mito JOB NO. -K/v"JIrg, PAGE P/3 041 LA 4Z.AL. 44 p AIM, INC. • CONSULTING ENGINEERS 0 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 � oR- fog d J IF f_ 1,0 fix = a.co� 4' 4 a,(o � A - E 6 K. 1 F P- 1• D 11/542.► _ x,7 As IA- 1. > ) Lc) pa. p2 ; Slats 9 (206) 727 -9600 FAX (206) 727 -9610 ' c ,106`7/9. O. VA. f ec ® 4 IF- P = I.0 b 1 \ /11:106 z 0 g40 ('2 6-1066(71= 0,940 - 1i = 1.0 fez, 1 54-4. ? = F02 ® k iF P=-1. 0 EEI PROJECT i BY pus DATE I7- 1 f /90 CLIENT al ft JOB NO. 81904-,07 PAOE21 047 'FOP— ogb K5— MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 (206) 727 -9600 FAX (206) 727 -9610 I ? — - D z S dcfo7 _ o • %2M'' PE' Foie. F P= 1.0 b - ( 11.aa b .`,210PL _ © g'�t� z . f = 1.r)42 P * P 5 M1rx - IS ►JE,IIo13 fig Avel-tAt, 7� 0,21 I CO3 'I II - --rU cLIJeoG: -cam G &ue z-1 w = �3 0,120 K6f -) 2 I�-F l 333) 13, 52 c, �.L 1 .5'Z t3,Egjr, V./,►/ Id _VIA 1.324s + 4 uSe' IJ 12x04- PROJECT tqg toi1w c D BY nL DATE 05-190 JOB N09a) -s PAGE OF 4 1 - / 461 1 - r t- - r I tZc c € 4Z1 ., a, CCL)L)X. w A Pazd (6.4 � o. 22 I h (s bi 1?-01y1 A lsc a571-k Sot; - t - -DO 4 - 14 I 3 /fir { = 0. L) o.2Z - Ott- . P, Rob CLIENT c Pflc rr i 22.c- vIS (.4. 14-2) = `],fix. I. ► a, c� �.4 d :�- ?D2- *¢' RoC CHECK - S GOIJOX p MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 1 SEATTLE, WASHINGTON 98121 S.(2- < \ I D . C.9 v )Co 4 —r e`{ 1 4. - 1*) g-- T 24 c1/4 146 flswM� 4 ft 12- ., - 7; . o -, a,25 GA rz�g = 0 , (.2`_`x,12' 1 3f1 t 2.o°I 1 I % 0,66)C3(.. vo>,C 1. �33� 2, 2' „. 3I (o (c (206) 727 -9600 FAX (206) 727 -9610 42, !L") DATE 4/5190 JOB NO.9 'L PAGE OF 9-'1 PROJECT i i a3 V. BY 7L CLIENT( A- MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 V \ = Cer) )11.o. 5 X24 1 2• I ,ID 4 _ 8.4 Z4 (206) 727 -9600 FAX (206) 727 -9610 fl= (?5c71,7 '2'+ 6 xi:) 1h 05 , n3 , S 5 tat- 1 �o h 12::). t 12 c�• - ) C) 1n 1 c) . 5 �n 12 12 8.40 (y y ,1- ,n) 1 - 72 1 ■• K• , 1 Z .12Z pr-v. 1.5'63 = C -Z CX1Z U ain MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 gJaba 3 (206) 727 -9600 FAX (206) 727 -9610 PROJECT -HS c Ajt) CLIENT CIO /9- BY 72L Zo" DATE J� 5 /CIO JOB NO. Itz3403p AGE 32_ OF 91 51-1'0 *. C X> = 2 q �2_ = 1.4 6 / &DL s, = 2, $(07?'iC+bt. -r TDIzell 00 el-1E4- (Y) = n. 4.5a4 /sb L-r g,e ()1.7 46 4 b6) (2 . D.35kG = lac' f - � ,1D9 �.. v ' 0 44►2> 2(� - 1.°v 2.0)(.1,2.0)(.1,33 �� D.1,33 -co - C I . oX 1_. L2: . 1. �?�� 1 :/sr A g.bL7s SS- I.4 C ►�. 9h f■ — T'Er.*1b0 6 - a . 27> ; ■b )YD, 441 ") - 2. r- O1 "'t 2a — ©,3SL4 ;h �14Al2, . 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ZM 7.0 M= = 41, 4' ;:moCt - rrd' �� --. o4t1 ? 2o ,4 r c- < =,6c9c=6:-2-31tpo (o'< ZZ,17' PROJECT: A- .z . Gifu ce -ic s PERMIT NO. (&3 3 SITE ADDRESS: DATE CALLED: TYPE OF INSPECTION: r ' t r�/f�r't_.. -- DATE WANTED: D. in. Q. SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: INSPECTION RESULTS /COMMENTS: Ol e-- ...tz_n� r 0-1.,..i-7.. - -{-d ci dIL ,-. 1 c=p ex A p ( l As ,../,,1 Q ... a n-. w.rw..._ 7.-./ ) I )1,. -- .....__ ,, l ... /(1' 1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 '414M MWMrMWe.+�w. INSPECTION RECORD .108 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: l i y '' I (', SITE ADDRESS: ' ) ` lr • 9 5 ■ , I, Mr L� DA, • . PERMIT NO. V/ +� f - ;'»'' 1D /? `31( DATE CALLED: t '' (Z ' ,m, TYPE OF INSPECTION: Fl ■ DATE WANTED: (,p -(3 ' p .m. • SPECIAL INSTRUCTIONS: CLA.4;t =‘` slabs REQUESTER: ,54M c, v.r, e - (.....N, s . ,, .,c . �1 _ PHONE NO.: }�� D(Z' b INSPECT cs t.k GIQ.a,►, c•Qro•a re--1, 2 12 U. L. . t- 43:4 - --0L , O C A -9- -* s.- -i'\4'S t J 4 J INSPECTOR: — � - DATE: 6 - "q f Abt 1.' S;. Cl'+ t..': i. t7!# w4 gSSi@ iY, pYnci: wN. ti«. r.. cw.. w. v.«. r.»...:... .....................,,.,,..........,..»,......, a .«v.....aw.�,..w +.v...r.�r. w....«... . wr.... ww ., ao .<,w rvanr:�u - wumx - ca+ run. uM. rt CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 3 XVI97411:/ + StS .j:taAixgWffiliallPfl4Si'krttw..W \v Permit No. Date I Job Address 3 S - Nb Lte CORRECTION NOTICE The following items are found to be in violation of Ordinance (,&x3C - and shall be corrected. (La AO (� �.1 A CGa i4Cx LGTC� - )Z- {�L{tm J" Ay�lti•J�'c - YL c°l� �4ts e. c tr"7 - 6 L--A -B t r) FA (. A +g-e SU-4C -rme - Nt A Or1.0 vv' TWG' rn tX u&9 1k r t 4- rt- g-C.4./ 1 ∎ 5 \ - f - + s ) C e 5 . ( L 1tt.- - ro o ,Zi . *k 510 0, Z. Fa-o n� PTL A-+�u w' c:»a L• ►J ' vA-1 CITY OF TUKWILA Building Division 6200 Southcenter Blvd, Tukwila, WA 98188 433 -1845 - 08TY} 9v, C- w -t ,w Al... N. Signed Building Official /Inspector Pts * s gr `tl039(0 eAcks) PROJECT: P OAP u (i r c' C Pr 3 PERMIT NO. (2 apl • • DATE CALLED: 5- (4 1 " ` p SITE ADDRESS: 0 TYPE OF INSPECTION: j no._ DATE WANTED: Cj' - / , ' ` _ oto m 5 SPECIAL INSTRUCTIONS: REQUESTER: jack PHONE NO.: INSPECTION RESULTS /COMMENTS: q- clad b9 rt&) Q.A 1 C ' ( t. e - w 0 ! (�•1 f �2 �J✓i au �.1 -*-l5 l/1 G � J / (A �.:K t A c A ... / .,....+. ( r 1�....- .... 1 ._ ..o. 6h4_,.... .4 ? INSPECTOR: ` -(.,-.T"?----- DATE: 5 — l 6, - 6 T / 1dAW�4 tY. �Bh: .bn•;Y'±zM.�3'ta'rint'f.9attarK , wwaK, e. r. v., ,aw.�.,....,.,..,. „..........». adli CITY OF TUKW LA Dept. of Community Development • Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: A .<:, c_ ( a...6c," r s PERMIT NO. CG 23 SITE ADDRESS: . N i1 f sLt� _. DATE CALLED: TYPE OF INSPECTION: Co , c -*i — R DATE WANTED: 4 2-1- 5 I �; m. SPECIAL INSTRUCTIONS: C> 6, L,, --"- REQUESTER: 0 -t 4c PHONE NO.: -7 (,� q ? 7 5'..3 INSPECTION RESULTS /COMMENTS: Oh ..c/ 40 r- --i #762 14 -s1C° INSPECTOR: �2 � � -( �i2., DATE: 4' --2.1 — G! CITY. OF TUKINILA Dept. of Community Development - Building Division Phone: (206) 431.3670 INSPECTIOIS 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ,- < i s pr , G� 1�r,�-!d (� c ��, PERMIT NO. C, Z 3 B SITE ADDRESS: 33 e..9/ gh ,,/ , 4, l ! DATE CALLED: z/-- - - -` .1 TYPE OF INSPECTION: n DATE WANTED: G/_- . 3 . —cr, M SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: INSPECTION RESULTS /COMMENTS: G) ( 77: / ,.., .- ( /-v? � e , 7 i0 y c y,-, L. / i t / .., , --/— 1C/ —, 4 l ,. .. tV ._ P t3 r'.�..d<- rt h.P u.,n t' ,e- , i--, 1 1/ / �" 77 � INSPECTOR: � — .A .L:,.ae/ DATE: - --3—Q' CITY OF TUKW►u Dept. of Community Development - Building Division Phone: (206) 431-3670 (*\ INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: - , �j J C d PERMIT NO. . ; SITE ADDRESS: 0 PROM ROM DATE CALLED: L — / — 9/ _,� TYPE OF INSPECTION: ° s ' l 7'74 , 6 r1,, , 1/2 SPECIAL INSTRUCTIONS: " DATE WANTED: — 2 —q i Q REQUESTER: PHONE NO.: 7 ' - 7 7S 5 INSPECTION RESULTS /COMMENTS: //t _ 4 /% �,- — /j.c.,,ie INSPECTOR: _ GGt' 1,-, Art, DATE: Ai--- 2 �-- q I CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 3 l. INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 4 /C.i Gp PERMIT NO. 6 693 SITE ADDRESS: 0, , Zig.. 6.> / /,, DATE CALLED: ,D1 — 9 TYPE OF INSPECTION: ( �;2, -- 1:0c) hyl DATE WANTED: 5 - / q SPECIAL INSTRUCTIONS: j4 , REQUESTER: PHONE NO.: 7 j0 e.. ` 7 7 5'" INSPECTION RESULTS/COMMENTS: /` 0( , -/'L, p-r�. ,. r i c ftv )= 4 /i pi, „ .� INSPECTOR: (4.4x_._. ,(„i, DATE: Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD CITY OF TU#CWILA 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: Al-Fro C. CirteCe PERMIT NO. [P t3? SITE ADDRESS: e • ot DATE CALLED: 2 - I ' - ' TYPE OF INSPECTION: Q c. cwei aF at, LW S' 4Ii4+6 DATE WANTED: 2. - `7 I D.M. SPECIAL INSTRUCTIONS: fGfTOZ_ 1 Q ,h-m REQUESTER: J -t k_ PHONE NO.: 7(p (- 7 ?SS INSPECTION RESULTS /COMMENTS: Cc• " L- # '11•0 r:-i -C- " C6 hm i.)G ` s.,-• c'sb n AI- t,ti o Y cam_ sA_A 2.r INSPECTOR: 011.... --- DATE: L .- - . - q I i`N1�'RlllY'/fn.v CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: CLIlSS () Grit , b/1 (H X.1 CQ kt.J PERMIT NO. (, a'- a g SITE ADDRESS: A efie.. --Lix_ c VI ( - i J/'/ a , // DATE CALLED: 2 - ( 5 - Q ( TYPE OF INSPECTION: Rio 0 4-nyi DATE WANTED: 2 - / ' 9 ( `:�i, SPECIAL INSTRUCTIONS: 11 , A i ,.: • 1 i ( 4_12 REQUESTER:.S PHONE NO.: 76'4- 777 5 1 I i C,,S�, INSPECT' • N RESULTS/COMMENTS: l-?,/..„.1„-j / U� / _, / • 9L , m ,.4. INSPECTOR: - .Ci_ ' _ _ DATE: 2 -/ '-- q'/ —� CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: fl CvDtt (1 ).es . PERMIT NO. (p p3 SITE ADDRESS: O kelp ,Q. 6 /6J DATE CALLED: t 3/— q/ TYPE OF INSPECTION: DATE WANTED: Z - / ^ q SPECIAL INSTRUCTIONS: C 6 REQUESTER: JIZ tj ,i1 / - -- h QA,�l l J 6 44-Nt O R: U /111 ..i `T�'rr S PHONE NO.: 7(O 4/ — 7 76 5 INSPE ? ION RESULTS /COMMENTS: ,5 e . , - /�, « r5 c_a ;VA..> ty .-; ?�( '< c. 5 .' _ ,e-.- 6// - /- ,,e .... —411r �.. .-,.ti 44. .r---7 ` c -r,Wie ( 4 f � - s'' INSPECTOR: /, l . _ f1 DATE: 2-,- -'Q/ ■ ......+ n... .r .w a.■ u+.» a.... w.. unr.'. w+ a.+. wxw. x. Uau.. n+ MNa�XCfM :qKI..e�r /iealktNtit +•d. )Mv hY`t 1 .SML1�1. • CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIav RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: r► O ' S r /r/ ,l. 'i1 PERMIT NO. i 3 8' �4 SITE ADDRESS: +► rte_ , i A . .�►.I_M +�ME, I TYPE OF INSPECTION: rill 00 i. , / DATE CALLED: q DATE WANTED: J -.06- SPECIAL INSTRUCTIONS: � REQUESTER: PHONE NO.: 7 C r- 7 7 INSPECTION RESULTS /COMMENTS: ,l /c, i e7 r , v^,' >� C- c5, // C /(0 S c - „. -.1e S / r, l•--) , /`Z .x c.F''.--, l ”` Q' / - ..i .,& i i. `l/- 6,2r• ,, - �z�.. .�-�Z � lam, ` 6 e /7 ' ✓ S ,, -- (/ �s / Arte, ...0 a, �7 /� / ,, KS) ( -Ir/ /,%4 4 r.--h 72, P -( t 4, l .. - /1 1 e?-6. �- -.Sr !//a el c a/4 S r . -?° S / 4 2./ /-- -r-r "- e'er,° -, %tea _-_-r' "-- /rI-, ts' / r • I / / .[.. . ` .0 - - ,i .0 are be .mot _/`-� • s, / INSPECT • : / OF (..-1. -� DATE: / -- 2 --'' , li!'v;i7CtNi CITY OF TUKWIu Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: d\,$ D ,(.1 A ft, 6 it) Q PERMIT NO. ( a 0 SITE ADDRESS: 8()..e_4,_ Qjt? i4--- G we / (, DATE CALLED: / "-- P (1--'" / TYPE OF INSPECTION: DATE WANTED: f 6-- SPECIAL INSTRUCTIONS: REQUESTER: ,, li /rlC , 4 PHONE NO.: INSPECTION RESULTS /COMMENTS: ' ...- 3 - M 124-4-1.v-t-.)-- C.,_ .L., p . 1„:,... ) ,,,, ealet INSPECTOR: ,.��" -"" _ DATE: ( -2- r c L CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 • u.nu..wr.�x «.a..wv.:.rntt i„ INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: 41, 4e. Gd � (4/Z,O� i ? I PERMIT NO. 40 ( 9 3 SITE ADDRESS:, a ems (6 06Qtvn - (L d0 e � DATE CALLED: ," - 9 / TYPE OF INSPECTION: i' 4 A " DATE WANTED: REQUESTER: � J�- D - 9/ ,ii • I SPECIAL INSTRUCTIONS: Q.. /�� �.,�,� ,1- - , PHONE NO.: 7(p1? 0 /3/ INSPECTION RESULTS/COMMENTS: �, 7-70 t j %-c.? fri iY71L. „ „ .,,� e, �! // C 4 c2 a, et,' Ad- -: 2h es- r /- Crh S mac- C--" ( Y e .A- ?j ,- 1-'7ce k.-e if /.0 7 0....c r< -/- % - c • / /rnr ' ,a4-- INSPECTOR: Gl.��. -. -,/‘:.-1.--f", . -- r" DATE: l lD ?/ . d7' i+ 5, 1. Xf'€ s... FCPEr a. r7rav,,, r.« ans..... ra,,.-.« .....................: �..�,,..w,.,....�...n,+......, O ' w. INSPECTION RECORD CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 ...a� . ae+ r,. w.., rn. n% N• ewr, n,.•. xt{+• r^ Mn !cr...+Yv'�:v,uv«;pi «eni,.ti!ro�k HCnar. xv ::. „ *.,t::a�.t:.� Ar,'th:: 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: O C i OAS P a li f 0 C.-P.X. PERMIT NO. (D a 3Y SITE ADDRESS: "3 0 . cJ N o r -Eo 1 k DATE CALLED: TYPE OF INSPECTION: _ `"�.P j rn j C, 5 r'Q.f_ no lceilin� DATE WANTED: t r' - q 1 ;�; SPECIAL INSTRUCTIONS: e 0 A--.2_, I 6 c)(..• `-- REQUESTER: PHONE NO.: orl l-k 3 ? " -e j NC_c_=e Roo, <1 INSPECTION' RESULTS /COMMENTS: C 7,, J S ,C - IScia r:_as `$ l INSPECTOR: C °r4Z. DATE: - 3- 4 11 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 C INSPECTIOIS 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 ;pector CITY OF TUKWILA Building 0e rtment 6300 South r Boulevard Tukwila, WA ••,.d188 (206) 431 -3670 110j,' pe of Inspection sOc POO. m to Address O \ ' 4D questor 0 spection Results /Comments: ecial Instructions A AA_ 4 . 10 , 11_7 -_4 A4 ►z INSPECTION RECORD PERMIT # CO C.) Date la- t 1 -9O Date Wanted E t ' ) ) .m. p.m. Project (3'3 (' 1 0,-ver1 C r oc -Qf.�� Phone # L " "-r "i t c -S It rite? vvN-Pv w-.3L.C. � a..,.s -r . s ' ` • c.8 , — 1v:0 Date ( 2- -"(2._ `� d CITY F, TUKWILA Buil ' Department 6300 ..thcenter Boulevard Tukwila, WA 98188 (206) 431 -3670 114 Type of Inspection llbiju: OP 10. Site Address 3aD) Nor -Fot}< Requestor1‹ Special Instructions C (Ate 1 \nq Inspection Results /Comments: /1( Inspector isib`'td't iOSAUVII *Prrmee+ra<n .<r�......+,...........x•.,..., •s.• vur* euNN. uc�+ x.h v..a.y wwe- .+.nu�•YVaaaehM »�.W.nQ'tNiW ar:I:1'Ad X. NI2itiltBSMYIM1' Jivial leY- • ..si' ..: ' w.r. i nxa�xcM la , .....1 ,11...1131.1.611.. INSPEC mJON RECORD PERMIT # cotes )9 Go Date Date Wanted t+ Project - � j()C_(O.tPd YOC..2Y. Phone # / . cjeV Date (-2 Type of Inspection ,ar( ,S4e4 Site Address 3 f �So /t/,,., /- Requestor, ,,4 Special Instructions Inspection Results /Comments: �?h CI F TUKWILA Bui 1 Department 63 ,uthcenter Boulevard Tukwila, WA 98188 (206) 431 -3670 Inspector INSPECTION RECORD PERMIT # 67 e Date f,Ce) Date Wanted /Z 69 p.m Project S � p Phone # Date 1 Inspector Inspection Results /Comments: CITY OF TUKWILA Building/' martment 6300 Sou .nter Boulevard Tukwila, A 98188 (206) 431-3670 Special Instructions 4 E:00 pair Type of Inspection UL) 0`3 \ Site Address ' 1 No -do k Requestor INSPECTION RECORD t f PERMIT # Q5 Date 10 a3 Date 10 - 'ZS' — yam Date Wanted 10 o9.5" p.m. Project OC10�� -F�r� r r5 Phone # --MSS CITY OF TUKWILA Bu11di ng; 'artment 6300'Sou .nter Boulevard Tukwila, 98188 (206) 431 -3670 Type of Inspection • + Site Address £ lid ". ra Requester a Special Instructions( Inspection Results /Comments: S / /M Inspector AA ti e INSPECTION RECORD PERMIT # (Q acv 0 Date O . Date Want -d 10-11- Project Phone # Date /0— Type of Inspection Site Address Requestor Special Instructions Inspector CITY TUKWILA Buil Department 6300 ,thcenter Boulevard Tukwila, WA 98188 (206) 431 -3670 I 0. Thinginlar Inspection Results /Comments: �,�.►..T�= okla 40. INSPEC „ ON RECORD PERMIT # ; to 9 Date Wante. 1 /2- a.m p.m Project e:AI4IMINI1.' jY_ Phone # '7(p `7 Date UI / C1 L `lr SLCc* II • Date /4— / •2--4'c Type of Inspection Site Address Requestor Special Instructions Inspection Results /Comments: t %rt - ,1 Inspector CITY OF TUKWILA Build Department 6300 .hcenter Boulevard Tukwila, WA 98188 (206) 431 -3670 ... w. u+ rwrw.. a. .ew.fw.w.r.ww.....i+..+..uwn.r. *.. w. nwcw+« iuwfpMNAYKhtIVAW44. 4Y45MV. 1��rarM1wma . a INSPECON RECORD PERMIT # C.' to- 10 �- 9 o Date AT 2.4 usa o Date /D--' // - 7 Date Wan -d 10 / / 41 4) Project .i mvisL ,../ Phone # . CITY OF TUKWILA Buildin :oartnient 6300 So 'enter Boulevard Tukwila, 98188 (206) 431 -3670 Type of Inspection ?I./ j') Site Address '30 I �( Requestor ® Special Instructions Inspection Results /Comments: Inspector INSPECTION RECORD PERMIT # (o 5 0 Date /6 -- / 4 `'`� (> /ft/ Date Wanted /(Q--f O —�O a.m. p.m. p tLe Project Phone # Date I(0L- 7 77S ggiv Inspection Results /Comments: CITY OF TUKWILA Building / "artment 6300 Sou nter Boulevard Tukwila, M 98188 (206) 431 -3670 Type of Inspection ir`H Site Address r111116 Requestor Mil Special Instructions P n - ....... n�a. ... «w�.w...�rs.«.�.iw.v.a✓.wv�x .rv�r s «a.rw.cw�aK�tV W Wit% hiT;. Rrx: btllnY, iMY4( IM« c' rUN�. vI. 4krY. e�4. 'xt'.M1YWI'i"t6.'xJ�Mrluf�.iR:MW YW INSPECTION RECORD PERMIT # [(I Date Phone # A e ( 3 -f 9 Date Want g �— 1 — 96 7�� a.m. p .n Project P.)roe_e_Ar t °-7 7SS Inspector �-- Date / 0— y- 10 Type of Inspection Site Address �j 3 1 Requestor Special Instructions kI v /x KAi: OMisakrrtt vUS+. �gn..,r� CITY OF TUKWILA Building * 6300 Sou , iter Boulevard Tukwila, k 98188 (206) 431 -3670 PERMIT # Date .,.+.,.«. ..xu.�.aw....w....w,....,«: i.,..,..�r,.� 0,, I,,e> nvv. s; qv. e.lw:w r: 1.4: XV tt. 14 .1 w�.e+.*'.caex..YSO1xk*"w:iY.Ym. Project RS 50 Phone # L (p q Inspection Results /Comments: 1}124e.t v - ro pri. n 114r49 eAciPtc:_'Tt ) ' NAP Sc:r INSPECTION RECORD c. N.L . /4 • ijI =Yvi 0 `3 10-5.-- 0 Date Wan d /6—?'" a.m p.m I¢s 6 1 S I 4 S P!svit qz..- A ,..110 .0 I S c.14 A.41" en. 114..444_ W.A-g xst— NCB" "VittE ( SP wTV--- WVtR. LA-1 . �.� -+_.� -ems . ,� Inspector Date / 0 - 1 d Yet Type of Inspection Site Address Requestor Special Instructions I o OD Inspection Results /Comments: Inspector CITY OF TUKWILA Build, Department 6300 :hcenter Boulev Tukwil T WA 98188 (206) 431 -3670 33c� 3 oI NorfoI Dock Morn INSPECTION RECORD PERMIT # &):5% Date Clc - a Date Wanted c- sa10 -. c tO Project f S0U C ecl &rOGPK Phone # (19 Date '1-6 /o a .m. m ,`+.ti�Mti+�'S�n'i��Ml�`!)[F I!'�'. •"N ?4i.'41a i tl . ;'w'Y° "W�.:!�'R:.rrnr�lt�l►'; City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name AtssC ) X1 7 e-7) Address 33 (J/ /c.• / ?l_ /k' Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Melon: Monitor: Pre - Fire: Permits: A/ A P7` Authorized Signature Control No. Permit No. Suite # ---" / / /f/ Date FINALAPP.FRM T.F.D. Form F.P. 85 EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282.0710 MAILING ADDRESS "ci'rc / •ras .orr /? D. 50 jZ 3 M2G/ ATTENTION : : R Creeo�L°i- PROJECT b.ht /J0LJ5 e ex PURCH. LOCATION � it/O r -d /�' / NUMBER RD CONTRACTOR xJl PTL , on .aa 1Lr1i6E_/Ze_e'f f ,. The 77 _ i t' the' s,. Co 41 /Q.' ,J re yefao (7'o A 441/c. 4ee-o < 45. e'7 111 47 1 rnd 41 h1 474 n AA...g to 1rs A Q,�. � ' 5' 9..2 4n, tie a S- S du Ti_ f - 7 ' 94 a fjfde. 0 / "'sac f1�� �1/ ��c5' arc 1 L r -,J4 «c/ f teAte i--Attel the i,4 e �z,Qgr� rr1�c , .: do,, e or �f , /'/j T� « Aid ASTM TEST METHOD (AS APPLICABLE) EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) This report is provided for the information of the client only. The reproduction of this report by any method and its transmittal by any means to a tnad party without the written permission of Pacific Testing Laboratories Is prohibited' *This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of me work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warren tY.9f dpajpn or workability of the specification requirements' Certified Report by Pacific Testing Laboratories FIELD CONTACT: LR 59.2 PACIFIC TESTIN LABORATORIES REPORTA. BY / REVIEWED BY N UMBE NUMBER SP �L.✓ ARCHITECT L' /iUy ENGINEER . - � REPORT NUMBER : r� ti , , PREVIOUS RPT. NO DATE TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922.1512 N-2 MAY 0 II CERTIFICAra NUMBER Or? &CA. �rzerrcf 312.rr Jc7 / 5' feel WORK CONFORMS YESlO ❑ DATE NAY 0 2 1991 DATE • ,: IJ N 2 0 31 1 16 FPnM. CLARK PIER PROJECT JUG; 2 0 1997 �'• EXECUTIV OFFICES i 322Q -.17th enue "'' `Seattle, 9811 --- ' (206)282. 066'6 Fax (206) 262.0710 . y :,t .----l----- ., ..P ,.,611,.1., .t ►r+Aru / ?Q. scx 3'7 ADDRESS — ...! / /��" t✓, 98 /21/ grTENTION: AY e,:c0 6'f? ' PROJECT /t/A/ X % LOCATION �+1i1/ .� jvareme 5 Uh HR RD. ASTM TEST METHOD (A8 APPLICABLE) EQUIPMENT IDENTIFICATION AND 31N GAS APPLICABLE) Certified FMport by . Pacific Tasting Laboratories MELD CONTACT: TESTIN I LABORATC BY REVIEWED NUMBER Co ARCHITECT ENGINEER CONTRACTOR PAGE. ©02 REPORT NUMBER LR 6 656 ' 9 . PREVIOUS RPT. NO.`J /! TACOMA DIVISION ' 2402 Pacific Highway East Talzata WA 98424 ;208)922 -9299 Fax (208) 922.1512 w . / '7- c// - DATE c%FlcArEWa ,22 Al /3 r Oita , / rC ,W lr6"'5 r te' D 7C) 1 Pd .t='i"'C1,e'» , r e v , eiC ityK'14 r c�t I 4.■ fit_CLFPITH .//PP2C VA 274/6,5 • C 77 - 5„/ //119 r/CA/S. . ,P gierez#02F2> ; , Y' /P/f/4.a u/A o re7,Pr/( /e.a7! &, aP 94J/ r . C. /J'1c Z),�,Jt/L Pe.F, C , 7 22_4 k /01/1- ,r ,7C' 45,eC: ✓4 /;)w ✓ / 7 /7 G'L�C f� . /t) /�i v./17 ,tomf " J /- / ,/u1 V v 3) . Oil) _5fregr 3 /r i• 1 /1..5 7,"/ /T 7 2'' or/LM i 4't 11.E 4% ' C7 ./.72 PG J�?�"� , .rag ,.�,, - M ,�J. E r e /t,' CV?/..-e; rih / L ,I ,x7/18,= /Aire R �: Tom,' T 1'� / /t� / ,r//6 i 4'€L 2 • ? �/`� �' '� /✓ „Ss / �• /c /` �� / Jff.'� j /�(t./ G /" /„j ! +- 'i' /1iC;. / iv • f3CLC _`�� �a/e' Y . `/�• +�/ `� /lf. / /(.1 � /.e / �� �.���� G r �X • 7(; WORK CONFORMS YES 'Mkt report Is prid.d far boa inittnit a, Of t4 dent only. The reproduction of friie report W any memo and its btu • 1aboh4WNa 4 Dte►O": • 'TTfa oar unction amiets f0 to soma of the owns elteined from be BMW test pea fumed w.4 /or etsServPiOtn made it - Al a o daroied scx+pe a ine .•. Ceftifieation shah not be eonatrued (o r' rant inp>rcoon, sopravol or exotinco of odwr aaeodadd work or a warmly of melon or work *Ally of M ipaeibootia, t quitmeKrts,' DATE • toy ;neon* to a third party without Ito wnnvn porotatian of Poe e TestiN DATE MARK SIZE AREA (S0. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. A 6" t2" z-8 , 3 o (--30 - 1 I 3 - f-1( z L._ / ' - s 0-0 Li S'0 .8_____. EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 MAILING ADDRESS Ass eci44 (�Y CL s ieAr ”6.3 - eaj+le k ?A, 1 .8 /IV ATTENTION. & cky G" nt Q e H PROJECT ri, ' \ C LOCATION 330 ( s. W o't k NU ORD. � NUMBER TEST EQUIPMENT ID NO'S. AND DESCRIPTION (1.11.-1 fitrY SS /WI t k[i 12 A y (13 73 4i- �C _ �' MIXING DL eek 11 l PLANT TEMP. & D 0 DATE WEATHER fA Door) S 3 CAST CEMENT PROPORTIONS [E Lbs. ❑Sacks /Cu. Yd. (Not Certified by P. T. Lab) TYPE OF CEMENT TRUCK 6 Ss I D TICKET N 3 I SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC' to j PACIFIC TESTIN POUR LOCATION AND NOTES: MIX PROPORTIONS VERIFIED nn f BYBATCHINGS ,, UPERVISSION? O P I A(. f try tits .Tt } I N COMPRESSION TEST RESULTS C'SE AGG. 'P' Lbs. ❑ In. Max. Ft. 5; ; SLUMP I i /At 3 a SUPER PLASTICIZED SLUMP C. lid S .P. fn ,,S ' / J 7n e l ci ftreVe I33 LABORATORIES Ins °ORT NUMBER CR 5 60 7 9 PREVIOUS RPT. NO. REPORTED ,E Jj BY �� 4X ro, nit re REVIEWED BY PERMIT NUMBER ARCHITECT ENGINEER CONTRACTOR AIR f s v' /e DATE CAST n 8 F t, 6-. CIA( TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 '/-..2' -Y1 DATE ri NUMBER ATE TOO? o 05-5— ASTM TEST METHOD NO 4 S 1 3 9 / DESIGN L/D SAMPLEE c ca r? TZ STRENGTH Ic YPE FINE AGG. / ADMIX Lbs. t}[,_4-o �a ❑Per Sack [2 Per L� i0.1.,.. c QUANTITY !4 {l MIX # 7 7 i Cu Yd DATE SAMPLE RECEIVED ^ t;aLt ew +L►a*' W S u 4-0 J -b � , t~ s?‘ /de( 0 4StcQ it WORK CONFORMS YES 131 NO ❑ This report is provided for the information of the client only. The reproduction of this report by any method and its transmittal by any means to a third party without the written permission of Pacific Testing Laboratories is prohibited" `This coruscation attests to the accuracy of the results obtained from the actual test performed and /or observations mane within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements Certified Report by Pacific Testing Laboratories DATE CR89.2 MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. A• &/Z r 3- 2- - q/ 7 /2 -c.' Er-L. 4 / 2'x S 2 .:, S7' L ` \ V B to X /2. 2- 8 3 l L/ -/ O -q/ Za 2-8 /6 5 c 0 /6, -oa-o 4 C.4 ,• ae...t. C 6 el2 I1 ti -/ -0 - D 6 x/Z MAILING ADDRESS PROJECT LOCATION EXECUTIVE OFFICES 3220.17th Avenue Wt'st Seattle, WA 98119 (206) 282-0666 Fax (206) 282 -0710 CEMENT ..4" 3 l� PROPORTIONS bs. ❑ Sacks /Cu. Yd. (Not Certified by P T. Lab) y/ TYPE OF CEMENT PACIFIC TESTIN LABORATORIES �SSG1C'IRi� -� 2oG' 3 R4, .5'x _V76.3 i/'9 " /2y ATTENTION: -/r 60©v /A.) u/.48E, Q6 FXY6 zrek NUM E R D. .,.._ COMPRESSION TEST RESULTS TEST EQUIPMENT ID NO'S. AND DESCRIPTION COMP R/ WEA HEI eta &I s CAST /3 MIXING Cr X CS AGG. R5FLbs. ❑ In. Max. ?.Ode •SLUMP 11 z TRUCK /....5 TICKET # 17 6 12 2, SUPER PLASTICIZED SLUMP SAMPLING IN ACCORDANCE WITH Y6-5 MIX PROPORTIONS VERIFIED i RECE VEDPLE +a J ft_ CODE AND SPEC.? — BY BATCHING SUPERVISION? POUR LOCATION AND NOTES: B/0 5/77" ■15 E6z,? J& /3 gu? ✓EQ /F /6,13 /ti (3) YN/7F�SNOLJ,) OPE/0.065 /) Cc 2 5�� C 3 ) . At).1) () -s/ - L ur7 /.uG , .et• irr�'F�9� 70 L PGY /Tip` ,0 •77✓ - ?A‘Odb. 6MIRACTTR 0137 1Pat,VOL '? a Qf / ' ve r /hflj goi AhfireR i© &a Q '/Z67 p/4c ,3:' gGc1e� /114004J /e,4 -L; " ✓/ gRip V . 760 GAz zo OF C(I,4TE. ' ielPDED 7? FULL race' � 4177 S XP )( s%- WORK CONFORMS YES AI O ❑ - Thy report is provided for the information of the client only. The reproduction of this report by any method and its transmittal by any means to a third party without the written permission of Pacific Testing Laboratories is prohibited" "TMs cer tification attests to the accuracy of the results obtained from the actual teat performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty • •es • or workability of the specification requirements: Certified Report by Pacific Testing Laboratories DATE CR B9.2 FINE AGG. 85, ADMIX IA ❑ Lbs ❑ Per Sack Per p/IPRASg/.g / #35 ins AIR RE BY REVIE BY PERMIT NUMBER ARCHITECT ENGINEER CONTRACTOR F ORT NUMBER CR 5 6 9 2 4 PREVIOUS APT. NO G > 7_tc TACOMA DIVISION 2402 Pacific Highway Ear• Tacoma, WA 98424 (206) 922-9299 Fax (206) 922-1512 CST 3 1 -/7 r V DATE // NUMBER v9 /'M NUMBER CMS ASTM TEST METHOD NO. DESIGN // SAMPLE 1 e � STRENGTH Ic TYPE CE+ AJ! 7 % QUANTITY s 5--- ^/ /A MIX # 37 Cu Yd MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I # i 6 - zE, 2-c? H I y ®F yf / 6/9i S a 3 3 6 6 o s - 17 i 3 0 2. I y 0 c1 �:. *' C __ � 6 ,y�-- , 47 619/ �.�ree: A:- .f ,.. 4 g • 3 0 / 3 2-'F R c) ° F 'BELOW 65% i'•; (` Ci6 A = � DESIGN PSI TEMP & WEATHER \ CSI A`( 2, g 1991 EXECUTIVE OFFICES 3220 - 17111 Ayenuo•Wesr — Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 ADDRESS LQ T —� � ' i/ J- /�'l1j < 5� 9/z¢ PROJECT `—/ irf '7e /1 �'44/3JDAC ATTENTION: LOCATION 3n Mred U NUM ER RD. TEST EQUIPMENT ID NO'S. AND DESCRIPTION P *- TRUCK /a TICKET _ F DATE CAST vss1( e COMPRESSION TEST R ESULTS SUPER PLASTICIZED SLUMP y ■ MIX PROPORTIONS VERIFIED BY BATCHING SUPERVISION? FPORT NUMBER CR 5 6 rIEVIOUS APT. NO REPORTED DATE u BY �cc/ CAST -///0 REVIEWE BY PERMIT NUMBER ARCHITECT ; , !40 CNA. /L/ !0 ASTM TEST METHOD NO ENGINEER — CONTRACTOR 4/ V. r „24_ 85k. D ESIGN PSI / V TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922-1512 DATE - IIy p MIXING 0E�A/ DESIGN SAMPLE PLANT STRENGTHfc TYPE MIX # DATE SAMPLE RECEIVED CEMENT C'SE AGG. �1 - XI -13s. AGG. ADMIX �Q PROPORTIONS , Lbs. 0 Sacks /Cu. Yd. ® Lbs. II /ax. Yoe bs. �t. 0 Per Sack ❑ Per 1/462::_e_42. -6 ' 7 .-Al (Not Certified by P. T. Lab) Mo . 40 € t� ,r . A77 7E/ -1 7it 41 0 TYPE OF CEMENT SLUMP j Ins AIR 7 %; QUANTITY 9 Cu Yd SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC ? POUR LOCATION AND NOTES; PIV9?2: 2Z f4(4w7 0'L- • 6*/27viNa La:4 T4 /1627/e S/f c' iE/✓ :2c. LJ4✓45 /6 E' ZC t V 1 /x_z2&, 1L.Pr7/i61. !. ? 6 _ZAECdS' iX.yu i0/?L /� _7 / ✓ ✓ � frOst;E; W /7/f , f128 i2& /f9 / 1:)7.44 4 - .r " :r! , ' 1 ./ 6v-frZfCz.r, /US/. C SJ >C it/Kizei 2Z 6 440,145 k/` /I/a h(O ,' 2 4z2 Afe/ws Q/% ,1)2 "Gt/4.7ZtG Le/ / //Yikcs 7 /may ,jzdw /(d7,s /Y' //� :ket - 4 / L" ' /SI( 7 /j5 A4 ORK CONFORMS YES ❑ NO,® This report is provided for the 'formation of the client only. The reproduction of this report by any method and its transmittal by any means to third party without the written ermission of Pacific Testing Laboratories is prohibited" the cArto 7Q 7'L /Si�✓� /J/�'� '� yD 41/ /GCS /�� G 44‘ "This certification attests to the accuracy of the results obtained from the a ual lest performed and /or observations made within the defined scope o e work. er ification shall not be conslr epresent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements. / ' /N , . ' l.U7/t11. 4 i�C lc/ /�L9/t�S Certified Report by Cyr:, !O �J(� f /G'lJ Cs/i2LV //VS.4/ iC '!E' we) / 7b/I . Pacific Testing Laboratories DATE CRe9.2 x* Tim /12 QOM- ?.1 / ! EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 S■ 1/1 7L PACIFIC TESTING LABORATORIES ARCHITECT ENGINEER REPORT NUMBER LR 6 %., . ,) PREVIOUS RPT. NO. �J� F� / , � j./ 4,6/E MAY 9 J ADDRESS _/=!/�Li - 3 F' 3 REVIEWED � BY DATE a_ 7_____ NUMBER`: ✓D PROJECT 1>!r�_t�_1WS.. L 6 X J Q - f� LOCATION 12N ��� p / / 7 NUMBER ORD. CONTRACTOR C ///y / TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922.1512 NUMBER Q Q Pe r _tz /�Q r e r is ' i ? 4 / a le's e,oti -. 9 1r.1 A- .l art, ' S (92 5-� T e 77 /.._._. _ . . Lfri _' h es.• c'a1a Amei r geoaS �. ,71 Ott L 1� a 0_ 1) - 7 • 9a "___Th de,'- he elves, e #r re r A / 6, 4 4 0 4 re5 ASTM TEST METHOD (AS APPLICABLE) EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE) In 99.2 1J e r lre 7 7 0Plel.�. �s, r 1t 5� ,.a 5 7 This report is provided for the Information of the client only. The reproduction of this report by any method and its transmittal by any means to a th rd party without the written permission of Pacific Testing Laboratories Is prohibited' This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope ot :he work. Cer tification shall not be construed to represent inspection, approval or acceptance of other associated work or a warrantY. I d n or workability of the specification requirements' Certified Report at /y DATE MAY O ? 19.`�n i Testing Tessting Laboratories � // WORK CONFORMS YES1'10 ❑ FIELD CONTACT: DATE EXECUTIVE OFFICES 3220 -17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282 -0710 MAILING ADDRESS PROJECT LOCATION PACIFIC TESTING I ArC17 ecAF � s 1i =s — fto 31 63 Spoe(Tt.6, 9St 2_¢ ATTENTION: R-A te c ' l?Eti! ALI N o,t E_Yt a 'bSt., I 5 - /40 IZ.F4,1--1 NUMBER RD, OA . - v p-e' v V.- -GA5ov Pro ' 1 t,Ve`ai>a�S,r�'�- �Yit.ri-�.5 ?itu 4 -10'�i (-4- 4> 1 2-) . Q t - e4 W l� —p�r�r 1 (ow / c i U p �3-es �! 0,1 W ri/ E74 �-. *L U_ 'JYlG)IS ) 4 ( I r c$cje4 I'�/ 1(.,A fe 4000 Q SL VT.4 1(4.0'4•4 .(wee fir' t . —el A-4 ASTM TEST METHOD (AS APPLICABLE) Gi g,): EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) r ' REPORT NUMBER LR 6 : /' PREVIOUS RPT, NO LIZ 4 >. L TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922.1512 REPORTE[l■ BY !! O'Nfr /0 DATE 4 _24 REVIEWED DATE ' �l��I'r PERMIT, .,<<i R } $ CERTIFICA E NUMBER `; OZ v NUMBER 00"2,1_ jS ENGINEER I 6 F CONTRACTORS U ARCHITECT WORK CONFORMS YES ❑ - This report Is provided for the Information of the client only. The reproduction of this report by any method and Its transmittal by arty means to a third party without the written permission of Pacific Testing Laboratories Is prohibited' This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requiremy ' " MAY Q 2 WI Certified Report by / Pacific Testing Laboratories - --•r �� FIELD CONTACT: DATE MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. 4 4 ic/Z a. c , , 0 ,)� D..1 - 1 / it - 1 9 - 1i K- ( 1 - '1/ 7 2c`3 718 r-! g 5 0--- X 37. "a`U 1 LI z0-0 o 3 tI ,:l' v y g' 6., 0 S o -2. t., ,:_- C5? , C 3 4 xiZ 6 A'/Z_ C & i EXECUTIVE OFFICES 3220 -17th Avenue West Seattle, WA 98119 (206) 282 -0666 Fax (206) 282.0710 MAILING ADDRESS PROJECT Vg r/ W$6 / 9 / ) LOCATION NF.,3 __AeR NUMBER RD. CEMENT .51,4 C'SE AGG. PROPORTIONS ❑Lbs. ❑Sacks /Cu, Yd, ❑Lbs. ❑In. Max. (Not Certified by P. T. Lab) TYPE OF CEMENT Cla 89.2 C,. APR 5 1;5"50C/4 7 Z' 66E - 2s - scrr� AO 9E /2 ATTENTION 74i/ &' -1:01/0 3 ,, SLUMP P C TE.STIN LABORATORIES COMPRESSION TEST RESULTS REP BY ins AIR PORT NUMBER CR 5 7 5 3 0 YHEVIOUS RPT. NO G.:/Z j REVIE ED.. —' _ BY de DATE l ATE NUMBER' `# - NUMBER ? /.q./ ARCHITECT ENGINEER CONTRACTOR TEST EQUIPMENT ID NO'S. AND DESCRIPTION C © I ' MW3Z3 ASTM TEST METHOD NO. TACOMA DIVISION 2402 Pacific Highway E: • • Tacoma, WA 98424 (206) 922-9299 Fax (206) 922-1512 DATE -a CAST -3 - 2 Z _ / C 39 WEATHER � V CAST � Z Z" / / PLANT ���/ STRENGTH Icy TYPE LE f- r /Ir T� FINE AGG. 35 ADMIX GG // 54-69Z ❑ Lbs ❑ Per Sack ❑ Per Aifr 12&,5Ei ? °°• QUANTITY 7l �i• TRUCK __Lai TICKET # Q SUPER PLASTICIZED SLUMP N SAMPLING IN ACCORDANCE WITH MIX PROPORTIONS VERIFIED /�-i DATE SAMPLE •L'- APPLICABLE CODE AND SPEC.? T� BY BATCHING SUPERVISION? - RECEIVED — _._....__ -_ MIX# -62 14) Cu h POUR LOCATION AND NOTES: OA , %� P foR/J, C'GLG /C' r� / rte L% /�3/ dc.e/fiE1> i2c -57GGL /? (3) 7 S/ Z ?) C 1N .'S ly OA) (P44?) 70 CO/of/ Y A/ /77/ AP/i/n /ZO �S c.�;��7Z - 7' 2) ' ei,rg2' /44') 024 4 »11 X bt-3 /6N W4i 4-ti /9Plwo veO Coke-Pere PL/k'El -1v2 4I vE /obi tv/frTEJ? 4,11)..) /ib 1).012,sEr /1413/64- of Rex,fl /,v td/iCH eRere 4.'/ J5 39 ( '1Ne , - r GYGl /tit) & /?S roe 7 /.5 .P71 7 ARC. ,c/,U6-. V (v;2 'A) /,{ celeA Ace L!I/ ,5, -hfAz Pive-_z_y ['z,5') WORK CONFORMS YES ❑ NO �.J This report is provided for the information of the client only. The reproduction of this report by any method and its transmittal by any means to a third party without the written permission of Pacific Testing Laboralones is prohibited? This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work, Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements" Certified Report by Pacific Testing Laboratories � tf_� DATE MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. /^y (..0 7 «/� 2 2. r. PPS.1 7 . 8 6 A' /2. _ LI - r/ -9 I L l°, - 28 2 8 //6 S. i Is O c7 L1 1D G. 6� /z EXECUTIVE OFFICES 3220 - 17th Avenue We t Seattle, WA 98119 (206) 282-0666 Fax (206) 282 -0710 MAILING ADDRESS PROJECT LOCATION \\ \ Ql 1991 tJIA`( A GITACI f= E, • TIN LABORATORIES V:01 4S.Sc //47EV 6720&;"."72,5 PD. RC ' 3'7(z 3 5&')77 [ (M' 9/? z-/ ATTENTION: 7?")/ 600 p//t.) Am .e6.7 fie) SC EX P ,T,1)1 /CQ/U 'O / S. ZADZ _ NUMBER TEMP. B J� 3UO WEATHER 11C� DATE CAST CEMENT S ,e PROPORTIONS ❑Lbs. ❑ Sacks /Cu.Yd. (Not Certified by P. T. Lab) 3`zZ - i I PLANT C'SE AGG. ❑Lbs. ❑In. k1ax. TYPE OF CEMENT • SLUMP Ins TRUCK / 2 / TICKET # / / ? $- SUPER PLASTICIZED SLUMP FINE AGG. 21 ❑ Lbs SAMPLING IN ACCORDANCE WITH MIX PROPORTIONS VERIFIED APPLICABLE CODE AND SPEC.? BY BATCHING SUPERVISION? BY REVIE BY PERMIT NUMBER TEST EQUIPMENT ID NO'S AND DESCRIPTION CC»7P /MAW Z 4/4/373 ARCHITECT ENGINEER CONTRACTOR COMPRESSION TEST RESULTS AIR /REPORT NUMBER CR 5 7 5 2 9 t- EVIOUS RPT. NO. .R._s6 ? ' - 'I_ C A1/9 DATE CAST - z Z PE..2 C:/9/2/<" ASTM TEST METHOD NO. C _3 DESIGN ,(/U T LE , , _ STRENGTH Sc e. ADMIX 7 r , ❑ Per Sack ❑ Per IL / /T A.)0 °o• QUANTITY MIX # DATE SAMPLE RECEIVED —_ TACOMA DIVISION 2402 Pacilic Highway Eas! Tacoma, WA 98424 (206) 922-9299 Fax (206) 922.1512 DATE L ( — — .9 I CERTIFICATES 0 0".., .5 6 05 NUMBER / • POUR LOCATION AND NOTES: Itu'r PL /4 6Z'/ /V T/ /EiS '`Zh Q/PfA..Y/.. M.) Coe b 70:2,46 e; .i3O6. 4 , c i'/W -iW 64/D C c" w: , M' /X 2 /1-.t/ 4,05 A4Or /it7izove.C) 'f t/f e• /4J 7 6 - 4 ) , 6ivdr : 7 '7P ' 23121-- c�11//z f co/uelZ.4 41,9-5 ?6.ored S V 572 A rl2E a /I&E"P.T/V /te CO /7L76 P1 'ED c)> 4/,22) Aier /4.07`? f /Z 2 h', L % . 4/45' 'Tab BY C4 l -I 770-7 T//C.5L4b's W /LL 34 av672E.L) 4'i7N /A SdCAtilot. r 81A4 -. s gFTh7Z TN 7t- /4)rn r SEr.S. r7Si CYe4/412) -,eS /Oe TN /S .126.27 tv/LL S6 7/6-1-15 CURtA ,A/e" S4/1/E eo,(D /T /Oxi,S ,+s THE .SL q s.) see R „S '73-30 WORK CONFORMS YES ❑ NO I This report is provided for the information of the client only. The reproduction of this report by any method and its transmittal by any means to a third party without the wntten permission of Pacific Testing Laboratories is prohibited" "This certification attests to the accuracy of the results obtained Irom the actual test performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specrfrcaa requirements" Certified Report by // // Pacific Testing Laboratories 4 , �`W� DATE cn 89.2 ;; e ;: 0 r ! 11 FILE COPY rpffenkr 1 sPecTOIL 1. PRODUCT NAME DOW CORNING Fire Stop Sealant 2000 2. MANUFACTURER Dow Corning Corporation Midland, Michigan 48686 -0994 Phone: (517) 496 -6000 3. PRODUCT DESCRIPTION DOW CORNING Fire Stop Sealant 2000 is a silicone penetration seal, supplied as a ready -to -use, one -part, silicone elastomer. The sealant stops the passage of fire, smoke, fumes and water through fire -rated wall and floor penetrations. The sealant cures in the presence of atmospheric moisture to produce a durable and flexible seal. The sealant's compression and extension properties surpass cycling at ±40 percent of original joint width without affecting adhesion, making this product suitable for fire - rated expansion joints. Because of the nonslump characteristics of DOW CORNING Fire Stop Sealant 2000, little or no damming is required for most types of small, simple penetrations. DOW CORNING Fire Stop Sealant 2000 forms air- and watertight bonds with most common building materials in any combination. These include cement, masonry, gypsum wallboard, steel and aluminum. In most cases, no prime coat is needed. Basic Uses: DOW CORNING Fire Stop Sealant 2000 is designed for sealing simple penetrations, such as 'Trademark of Allied Chemical Corp. The ten•point SpeaOata +format ha' been reproduced from publications copyrighted by CSI, 1%4, 1%S. 19%, 1%7, and used by permission of The Construction Speci- fications Institute, Alexandria, VA 22314. L tcllicl f]n. f nmma fweoral,en. All merits reserved. l? `1,Cvd D tls 9,0V -- i3i�tiLS)INC� those for basic wiring and plumbing, in fire -rated walls and floors. The sealant's excellent adhesion and extension /compression capabilities permit its use as a seal for fire -rated expansion joints. Because it forms an air- and watertight seal, DOW CORNING Fire Stop Sealant 2000 can be used as a penetration seal in various applications. This sealant may be specified to: • • Contain fire and smoke at openings between curtainwalls and floors. • Seal rooms protected with gaseous fire - extinguishing systems (such as Halon 0 �SOct at-Rd G racers SPEOD This Spec -Data sheet conforms to editorial style prescribed by The Construction Specifications Institute. The manufacturer is responsible for technical ac- curacy. O 0 • Seal fire -rated expansion joints. • Seal gaps in walls and floors around piping and control mechanisms for water sprinkler systems. • Control movement and prevent spread of asbestos particles during asbestos abatement. programs. • Isolate undesirable sound from production areas or other noisy environments. • Seal vertical service shafts at each floor level. • Establish correct airflow in buildings with specialized ventilation systems. Typical Properties These values are not intended for use in preparing specifications. As Supplied MIL- S -8802D Flow, Sag or Slump Nil Working Time, minutes 10 -30 Full Cure and Adhesion, days 14 -21 As Cured — after 7 days at 77°F f25°C) and 50% RH ASTM D 2240 Durometer Hardness, Shore A, points, minimum 15 ASTM D 412 Ultimate Tensile Strength, maximum elongation, psi (kgf /mm 95 (0.07) ASTM D 412 Elongation, percent maximum 1300 MIL- S -8802D Peel Strength, Ibs/in (kg/cm) 25 (4.46) Joint Movement Capabilities, percent Extension 40 Compression 40 Specification Writers: Please contact Dow Corning Corporation, Midland, Michigan, before writing specifications on this product. 07270 O • Seal gaps between fire barrier walls and the ceiling or roof of the level immediately above the wall. • Waterproof rooms containing electrical or other sensitive equipment. • Dustproof computer control areas and clean rooms. • Stop passage of contaminants such as coal dust and sawdust from industrial processes. At this time, no nationally recognized tests exist for evaluating materials for safing slot or fire wall/ roof deck (ceiling) interface applications. Fire test data per ASTM E 814, especially UL System 108, provides information that may be useful to solve fire and smoke seal problems in these areas. Limitations: DOW CORNING Fire Stop Sealant 2000 should not be applied: • To polycarbonates. • To building materials that bleed oils, plasticizers or solvents (e.g., impregnated wood, oil -based caulks, green or partially vulcanized rubber). • In unvented spaces where the sealant is not exposed to atmospheric moisture. • To painted surfaces. The paint film will not stretch with the extension of the sealant and may crack and peel. • To areas that are continuously immersed in water. • To "yellow" brass (high zinc, 34 to 37 percent zinc) Composition and Materials: DOW CORNING Fire Stop Sealant 2000 is a one -part, ready -to -use material with the consistency of a soft caulk. This consistency remains uniform at temperatures ranging from -35 to 160 °F ( -37 to 71 which permits easy application at any outdoor working temperature. Neither the product formulation nor its manufacturing process contains asbestos or PCBs. Packaging: DOW CORNING Fire Stop Sealant 2000 is packaged in 10.3 -fl oz (305 -mL) disposable cartridges that fit standard caulking guns. Unused material may be stored in these cartridges if a plug is allowed to form in the cut nozzle opening. Inverting and inserting the tip initially cut from the nozzle is useful to reseal the cartridge. DOW CORNING Fire Stop Sealant 2000 is also available in 2- and 4.5 -gal (7.6- and 17 -L) pails. Colors: DOW CORNING Fire Stop Sealant 2000 is supplied as cement gray. Applicable Standards: DOW CORNING Fire Stop Sealant 2000 is classified by Underwriters Laboratories Inc. as a "Fill, Void or Cavity Material" 'for "Through - Penetration Firestop Systems." Several different 1 -, 2- and 3 -hour ratings were achieved in fire tests per ASTM E 814/UL 1479 conducted at UL and other independent test laboratories. Specifics regarding test designs and penetrating items can be found in UL's Building Materials Directory. DOW CORNING Fire Stop Sealant 2000 is also approved by the Factory Mutual (FM) System as a "Wall and Floor Penetration Firestop," as shown in FM research report 1.I.0E7A2.AM (class 4990) and designs published in the Factory Mutual Approval Guide. Various state and city building code approvals also have been obtained and are available upon request. 4. TECHNICAL DATA . DOW CORNING Fire Stop Sealant 2000 is virtually unaffected by the temperature changes, air and dirt exposure, sunlight (ultraviolet) and movement it will experience for many years. This long life is attributable to the inherent chemical stability of silicone elastomers. A seal made of DOW CORNING Fire Stop Sealant 2000, if applied properly and subjected to normal use, will not peel, crack or crumble with age. The unique combination of elongation and extension /com- pression recovery characteristics leads to the use of DOW CORNING Fire Stop Sealant 2000 as a fire -rated expansion joint seal. The sealant accommodates both normal move- ment and the extreme movement and temperature change caused by the intense heat of a building fire. It also withstands the force and temperature change caused by the high - pressure hose stream and the cold water hitting the sealant after exposure to fire. See the chart on the front page for the typical properties of DOW CORNING Fire Stop Sealant 2000. 5. INSTALLATION Preparatory Work: Clean all concrete, masonry and stone pene- trations of all contaminants and impurities. Concrete form release agents, water repellents, cement laitance, surface dirt and rust, all old sealants and other surface treatments are examples of materials that must be removed from the surfaces to be sealed. Dust and loose particles should be blown out with oil -free compressed air. The surface should be clean, dry and frost -free. Metal surfaces should be cleaned by wiping them with an oil -free absorbent cloth that is saturated with a solvent such as xylol or toluol. Do not use alcohols. CAUTION: When using flam- mable solvents, keep away from heat, sparks and open flames. Use only with adequate ventilation. Avoid prolonged breathing of vapor and prolonged or repeated skin contact. Always follow solvent container label instructions. Priming: Most masonry surfaces and steel sleeves do not require a prime coat before sealant application. If using a nonstandard substrate, testing of adhesion by applying a bead of sealant to the involved surface is recommended. Adhesion can be improved by the use of DOW CORNING 1200 RTV prime coat. Masking: After cleaning and priming (if necessary), areas r surrounding the penetration may be masked to ensure a neat, finished appearance. Do not allow masking tape to touch clean surfaces to which the sealant is to adhere. Remove the masking immediately after tooling. Method of Application: Damming the penetration with material to support DOW CORNING Fire Stop Sealant 2000 is usually not required for small holes because the sealant is nonslumping. However, if the opening is so wide that support is necessary, any available material (such as newspaper, duct tape, cardboard, Styrofoam plastic foam or backer rod, preferably open celled) may be used. The support material is also used to adjust sealant thickness and to provide a base to tool against, ensuring that the hole is filled and contact with the substrate is obtained. After the applicator nozzle is cut for the size of the bead desired, the sealant is applied by pushing it ahead of the nozzle and against the sides of the penetration opening. When using material from the pail to fill larger gaps, use a trowel, putty knife or spatula to scoop out the material and work it into the hole. Make sure the sealant contacts all surfaces to ensure adhesion. For a 2 -hour fire rating, a 1'/2 -inch thickness Is recommended when the sealant is installed alone. However, if 3 inches of fire- resistant mineral fiber is used as damming material, a 1/2 -inch thickness of sealant will also achieve the 2 -hour fire rating. The completed seal should be tooled immediately to give it a neat, smooth appearance. Excess sealant on nonporous surfaces can be wiped up with a solvent - saturated cloth before it cures. Excess sealant on porous surfaces should first be allowed to cure, and then should be removed by wire brushing or other mechanical means. The working time of DOW CORNING Fire Stop Sealant 2000 is 10 to 30 minutes. The completed seal should be left undisturbed for 48 hours. DOW CORNING Fire Stop Sealant 2000 is often used in conjunction with DOW CORNING' Fire Stop Intumescent Wrap Strip 2002 as a firestop system for plastic pipe and insulated metal pipe. For additional information regarding use of this product, see Dow Corning publica- tion, "Information About Fire Stop Intumescent" (Form No. 61 -859). Precautions: On contact, uncured sealant may irritate skin and eyes. Avoid prolonged or repeated skin contact, and avoid any eye contact. DOW CORNING 1200 RTV prime coat is flammable. Keep it away from heat and open flame, and use only with adequate ventilation. Follow the same precautions with any solvents used for cleaning, being sure to follow the manufacturer's label instructions. Storage and Shelf Life: When stored at or below 90 °F (32 °C), DOW CORNING Fire Stop Sealant 2000 has a shelf life of 12 months from date of shipment. 6. AVAILABILITY AND COST Availability: DOW CORNING Fire Stop Sealant 2000 is marketed throughout the United States and Canada through authorized distributors and Dow Corning representatives. Cost: Prices depend on volume of purchase. 7. WARRANTY Dow Corning Corporation warrants that each quantity of DOW CORNING Fire Stop Sealant 2000 delivered shall be the same kind designated or specified by it, and no other warranty (except by title) shall be implied. 8. MAINTENANCE No maintenance of the seal is required. However, if penetrating items must be changed, the sealant can be cut and the seal restored easily. DOW CORNING Fire Stop Sealant 2000 will adhere to itself. 9. TECHNICAL SERVICES Complete technical information and product literature are available from Dow Corning and its authorized distributors. Laboratory facilities, technical services and a list of distributors are available from Dow Corning. 10. FILING SYSTEMS SPEC -DATA' II airademark of The Dow Chemical Company. Approved A19MOVOO eV TIN MCT01V MUTUM IYTTYM 111 'ACTON MUTUAL g1IMCN MOST 1.I. N7AMAM ICIAI/ 44111 ANO 0004 1011 M•. I.. 144.1. 4140 IMOU1 IINaAIlO •WA41 ANO FLOW 'INITIATION NNITON. 1UNI0WO IN NI Mann MUTUAL A111OM41. GUI01. The inlonmatlon and data contained hNwl w baud on infomanfan vm belisw teliabie. You should thoroughly test any application and Independently conclude eadtfactOry performance before CO M nelolalliatIOfl. Suggestions of uses should not be taken as Inducements to infringe any particular patent. DOW CORNING CORPORATION MIDLAND,. MICHIGAN 48686 -0994 .Dow Coming" is a rsgistaald traasmark of Dow Corning Cofooration. Printed In USA Form No. 81 .1117C•812 $1U. V010 OS CAVITY MATIa1MI CMIWNO A UN011WNT111 IA001AIO11l/ INC.' 101 UN IN I.. 7. AN0 14401111 11111.11A110 TN11000MAMTIA ION FINUT0► fYTTMI NOS. NIL 01. 113. 116. 177. 111.119, 130,131. 117, 134, NS. IM. III. 1113, UK. 341, 177 M/0 I71. Tat UI 01110000 MAIt1L1lf OI SCTOSY. ALSO CIAIWHID 100101N/ TNAIMINT MAIIWII. 1141.NIITANCI CIAH111CATION 010IGN N0. U101O. MI UL nN41W$W/tl 0111CT01T 11713. 8-89-1955 ICBO APPROVAL 1l1 TC/O IVMUAmOII N1057 %O.I117,• 1N111AIT 1TNv SBCCI APPROVAL 1111 41101 COINSIANCII ItPOfT NO, WI' MAY I. 191► MOO. ANNE. Section 07270 FIrestoppinI. Division 7: Thermal and nictitate Protection, 1989 CS! Sptc•Oata• Index. DOW CORNING • 1` ' 41:11 11. ; 4 • Wea#11131 '16 nta aiterif.'reqiilierknowledge of parielffibrIFt:%• 'ffoitIeOhislqiiii,": proper use of form • ease agents, jf Int designs, effectiva joint :• urface preparation steps, and onr and two- tags joint sealant systems. The'...need for pping in buildings adds another•di,„,....:„ ension this subject • re ResIstantL-Resistance to fire 11 being 7-- design and joint sealing thods of Increasing.number of buiid • . of life safety and eeting,buiidIng �oe*.Moreover,. lifgher,41tvesIstanCe may L. • nsitranit!t:.- .41 *jesting—Tat con ucted • in* accord-. c*.kvith ASTM E-119 determine fire ante f building components. One criterion • at generally terminates a test states: • • • • t...••••.•,. • Holes, cracks' or fissures through which t. - flames or gases hot enough to • ';."' :•.;' ,... -;.: i . 1 ' . . . •■• t i .. .1F4 '' . ; "t• • i -1• i • ''• 1•7 • .- y : • ; • - . !•''',', • s. ' • . i i;•;: ., -. • T ' 7'474. . •• • tr.1., , , . :• 7 ';'.. ; - ‘ 43 . •,_ ':.*,r ' -t, sr 1 • • • Az ••• ;'iliiitAio ''''''1 e •=k-1";•'• .v ' ' ' ' • ' ' • .4... ,. ,. ., .. : - - • . . ..., . . „.. . :.; .. f ....3 „4" zi ,. . - .. , • , c,. , !: . 'c alotstralem 4 . • ? : 7 , - . 41f ,..V.,;;• . . .. 1.6* . - .. :-. ., ,, .'• ' r",...;is0-' 4 tI r r . ' 41.;. , 440.016* ". ..,!:"!..! . •, • . ' • viki Les peclman c ._.i I configurations was mounted cotton waste must not form. .:, ., ...14 .-i.r.4. • -., Ch le .. ; isailitiNsing; Cara elt o•Ceniblanket. However, com-. • Periodically, newspaper headlines confirm .,: parliOn •fiiitusfrig tifeiii:tWo'ceramic fiber Materials shovied•Carablanket.to have a higher • , ,'„N:•-. , : , ••• how destructive and fatal fires can spread fire. endurance...Therefore,. fire endurance . ratings would be consertative:Ven used :•., ,;.from floor to floor, from building to building for..Csiralaleplce* -,: :4,Z4 : :ii ,444 4.14••: ,, : -. A , : ... e - • — • • .•'••• . • • ,, 'through openings and joints where not.. . • - • - • ' -t. 1 • •t One-stage :r.... September-October 1975 issue. Tests in- = • volved 1'-•ree panel thicknesses (31/2. 5 and il 1 7 in:nc Types cf joints included butt. two-stage cavity, and tyo stage shiplap ..„ joints =5, '/z and 1-Inch wide. "." A variety of joint materials were tested, .C .4 DYMERIC — a Tremco 2-part polytremdyne terpolymor sealant. t'. .. JOINT WIDTH (INCHES) .., . . . • I. ••••••■•,..71M..1.... ' • .• . .......11r1M7r.irgrer! . ............... ........r -t•Frr.•-:-rtr•r--rr-r-7-rvwr7c. ; •• -. , •JOINT SACKING — a polyethylene, closed- - ..—:..-- . . • :_,..• ".,...... .:1,;,.;:,...1...,1- .. .. ... vr. -,•-y.c,.• ....- Vcell;;foarn backup strip manufactured b -:.* OYme ric .. 0 . '. • • 4 '• W0. ... i • - • ' . • . . C • : Lt 11;e V - . . ' ,,,, , :Dow. Chirtcal,,Midiand, Michigen......., 7 .; .. t F.sm111 :-. CERABL AN -A ceramic fiber ''::': i'-.P.4 ifqulreci*:5!,trialithiafc ..... ,:blankeVinsulatIon 'made from alumina- : 2 ,.., : . a.,.2., Oti'DYthetrefejled: . silica fibers manufactured by Johns-Men- • • . Julu Backing 93 i;:k. ‘tiertifif9eriiin • . Colorado for Tremco. ..f .. ' ' cr 5 i - - . '...- . i :.• : .. .. F.3urteirt fire* tail were conducted.' Fire • ' a , ‘ OA Rwran.c.vranged between 19 minutes to : r, • a . 4 .. ell oVer'.4 hours. The influencieg factors . pr , . , 1,...-? - • ' • _ • - 4 :.. . • Type joint • : •',.`'• . ; ••••• , . • 41 Li a -41- i _4.. ,..;:.. ti t,4 1 ..,.. t .7, 1 : : .Z. 3 Z . :•.," .. ... • Alit .i . cludecl:.:: . . . a i ,.. .. Joint width 0 • ConCretn plAel thickness 1 DYmeric ... • Joint wi!.::- • j:1r.t Pc ::' wstern 1/4 1/2 FIRE SIDE t t" ke Ca S IfT4IS2A•gre• • ■: o creze 4 • . • i• • • • •: -I 3/4 ■•••■••••••••■■•••••■•••••■■••■..... •• /-inch Panel, Cernolanket -FS 3 Inches • • < • • .15 7-1 Ich Panel, Ca •aolanket -FS 11/2 inches 5-1n:h Panel. Cervialanket -FS 3 Inches 5-inch Panel. Ceraolanket -FS 11/2 inches 31/2-inch Panel. Cerablanket -FS 11/2 Inches 5-inch Panel without Cersolanket-FS j , • • . t , ,,,�t4 . 1 . . `0„.. - ..147.4 : . riiiiii ' . 4 aP Y.- . } • + 1, l A F a h , :.: • •■ • , .Y•y ~'Ii �:��.. .i . .Kra, � , ) 1/4 • 1/2 3/4 Test resWts — The Tremco Fire- Resistive Joint Sealing System' proved both func- tional and practical. The system includes DYmeric and Cerablanket•FS •. Charts on this page reflect the results of this sealing system on one -stage butt Joint, two -stage joints with air chamber, and two-stags ship - lap joints. Tremco Fire - Resistive Joint Sealing Sys- tem was approved by the International Con- ference of Building Officials (Code 3198). -- Cerablanket -FST l (Typical Values) — Manufactured from pure ceramic fi- bers by Johns - Manville for Tremco. Contains no binder or organic mate- rials. Combines lightness, heat resist- ance, low thermal conductivity and high sound- absorption qualities. Non - alkaline and chemically stable. Con- tains no corrosion- promoting agents. Resists fungus Ind mildew. Resili•nt fiber assure that joint space wil; be completely filled. Non - deteriorating. Melting Point ....above 1760 ° C (3200 °F ) Service Temperature ...1260°C (2300 °F ) Linear Shrinkage for 24 hr. @ 1093 °C (2000°F) 2 1% Flame spread, fuel contribution, smoke developed None Compression set (permanent deformation at 50% compression) less than 16% Military Specification: Mil 1-23128A Grade B STANDARD SIZES 3 in. x 1/4 in. x 25 ft. 3 In. x' /: In. x 25ft. 6 in. x In. x 25 ft. 3 in. — 8 rolls per carton 6 in. — 4 rolls per carton --- DYmeric?' (Typical Values) A Tremco 2 -part high performance sealant designed specifically for dy- namically moving joints. Meets government specs: U. S. TT- S- 0227E and Canadian 19-GP-24 Hardness 25 Shore "A" Percent Solids 96% Low Temperature Flexibility – 54 '0 (– 65°F) ) Staining None Sagging ..None up to 51°C (122 ° F) Pot life Up ttl 7 hours at 2'• °C (75 ° F ) Initial set 18 to 24 hours at 24 °C (75 °F ) 3 to 4 days at 4 °C (40 °F) See data sheet for colors. joint de- sign to meet anticipated movement, and detailed application instructions. Obtain Tremco Tech Da,' Sheets 1 and 2 for information on the two - stage joint sealing systems. Short spec: Division 7 Moisture Protec- tion, Section 7 Caulking, Detailing of Fire Barrier. Joint treatment — Joints between wall pan- els, as indicated or shown, shall be sealed with the Tremco Fire - Resistive Joint Seal- ing System to prevent passage of flame or hot gases and to stop transmission of heat beyond the desired fire endurance as de- termined by ASTM E -119. The technical information and recommen- dations on this page are based on tests we believe to be reliable and accurate but Tremco can assume no responsibility for results obtained or damages incurred through the application of the data and tests presented. •Patent Pending "Trademark of Jowns•Manville Co •. Two -stage shipiap joint .:.. '.... , ;',�....• • • • g • •3 v W I 2 0 Joint width DYmeric Joint backing l' Cerablanket -FS 114—Indus . .' 46 "' •+ ondbreaker .• f7lfinerb 7RIIIICO Cerablanket -FS 1'h inches Joint backing JOINT WIDTH (INCHES) Bondbreaker DYmeric Panel thickness W N W Two -stage joint with air chamber 4 1/4 1/2 3/4 JOINT WIDTH (INCHES) 10701 Shaker Blvd. / Cleveland, Ohio 44104 1 :,4 -inch Pans • Example: 2 -hour fire endurance required a 5 -inch thick panel, 1/2-inch DYmeric sealed joint and 1Y2-inch depth of Cerablanket -FS. 7 -Inch Panel 6 -Loci; Panel • 5-irch Panel 4-Inch Panel Example: 2 -hour fire endurance required a 5 -inch thick panel, 1/2-Inch DYmeric sealed joint, and 1 -inch depth of Cerablanket -FS. P 30918 Printed in U.S A el Project Name: Project No.: TO: FAX NUMBER: ATTENTION: RE: COMMENTS: SIGNED: c c: Co [KRIM \\11 JAN 18 1991 CITY 0 rUKvtioL1\ TELEPHONE FACSIMILE COMMUNICATION �i - Ty or To K.• I L 3i -3 s tc • FROM: Pa's[ t i DATE SENT: ARCHITECTURE GROUP I - I ? -q I TIME SENT be FMK-- — iF—A -T /::> 4 1_.4- y .G I F-1 PAGES SENT INCLUDING COVER SHEET: e� I I l �► I c 144 IFS r-t t 't" (._; r-,.-1:7 SA -Ns. a - f 17 111 I el R-r. - > - A?rrz -erq . � LG- Map -'tom* 1 A rem" Gt t �/ AI L� " r ?o t,�J ►:• 1. L 4v . . MAIL COPY TO: )< Addressee S.,c. aOQ JOSO'S2NO AvENUE NrE PEC ?ONO, ,AEHINGTCN P10i2 TELEPHONE tiC/I lit•dPJ FAX NO. 12011■49.392 ARLAN 1. COLLINS ACTH A. NULL NARK L WO111NAN AIA MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. R c l2t 2.4? , 3 o s - 1 I 4 / /7S0 I7. To-o 0 i7 e-00 i * S� 4 l 9 0 b 2.- 5 -rs 13 z-g .1.1 I t s^ x? 11 1 s= a7 -q1 Z g 2g 1. C1 ail LIUI t JUN 28 1991 CITY OF TUK LNG D ECU 3220 -17th Avenue West Seattle, WA 98119 (206) 282 -0666 Fax (206) 282 -0710 MAILING ADDRESS A3S6ci bLer3 V", D, box 3 ?63 s eam - I f" ,1t? AV A T T / E NTION: — J1f�_ �- T, ao rt e K PROJECT 4�r, W4 , Lc,u CX LOCATION 33 01 5. W 0 TCO 1 I( , NUMBER CEMENT PROPORTIONS ®Lbs. DSacks /Cu.Yd. (Not Certified by P. T. Lab) PURCH. ORD. 6 Sg TYPE OF CEMENT Z — I ; SLUMP I 3 TRUCK 10 ")- TICKET # y 0 3) 6 SU PLASTICIZED SLUMP LABORATORIES MAY - $CH onsioN N 2402 Pacific ay E ut Tacoma; WA 96424 ,(206)922.9299 Fax (206) 922 -1512 COMPRESSION TEST RESULTS TEST EQUIPMENT ID NO'S. AND DESCRIPTION (1 1- r WY dS 1014 M ‘41,. ‘41,. IQ A x/4(3 7 3 ASTM TEST METHOD NO 4 1 39 1 / 1J 17 Z TEMR & 4 DOD t ' S S . 3 0 CAST 1 �-� PLANT OL e 4 h STRENGTH lc TYPE SAMPLE C k c e- C'SE AGG. FINE AGG. n ADMIX ['albs. D In. Max. y mf Lbs, 13/N, .s a r►A D Per Sack ® Per 1875 l 133T ARCHITECT ENGINEER CONTRACTOR 4 /A °ORT NUMBER PREVIOUS RPT. NO 1.46104 REPORTED %� BY (i uwitq CAST S w PERMIT N 11: `g -'t JA h D F 1A, 6-, e la tat k %; QUANTITY MIX tY y - co_ DATE Co" •-� CERTIFICATE NUMBER f 0 O5 �4 i r as r_ Cu Yd SAMPLING IN ACCORDANCE WITH MIX PROPORTIONS VERIFIED N D ATE SAMPLE . y APPLICABLE CODE AND SPEC ? e-S BY BATCHING SUPERVISION? O RECEIVED - 30- 9 POUR LOCATION AND NOTES. AC e LOL/ic r-Q-1 l e / / viLe e.t aV ) i 7 j h 6 ^ t � rt tty l u oy "' L* 71 0.-:14 OI nn h q we. LA) fir d'L.trtf o / h s L ; .1 . E CP OrtA � 1 Hfl? 6 - 1.& n T Q os e 4) 6 y1(S W � +1 , dIS ), O f 7 Qa1 LOA U �1 Crv� & c e. 19 5./ 30 � 1 Ai_ /der c� Q c(kr� (r 4t 1410 4 1 a S, P, fD 3 ya /kilt -r� 4 k s . Ile. 4 cat 2 405; �.�. • WORK CONFORIAS Yalta NOD - This report Is provided for the Information of the dent onk The reproduction of this report by arty method and lie trammel*, by any means to a third perry without the within pimIsefon of ndic !sins Labor o ss S prohibited' . Pacific looting LaboraWrIes ' Codified Ri port by i 'This confliction Nests to the acorracy of the results obtained horn the actual test performed anther obaarvrbrr made satin the defined scope. el item*. wok. CerraoWon shad not be oorneYtlld to nougat Mpectfon, acpoal or acceptance of other associated saris or a aarrartY of daelart�casQc tV of rte ep.altoN w pWwnwnl' ' , ..4u006.10 DATE EXECUTIVE OFFICES 3220 -17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 MAILING ADDRESS PROJECT LOCATION PACIFIC TESTIN LABORATORIES A5SGe RO. W3 SA.0 7 - 72. - WA 98 / 2 'l ATTENTION: RAY t 7DEN 330/ 5 AiNRFOL/(Si N UM E RD ' 4) sirs 45 e - 9.Is re Pl srRt/C/ . s r6EL JA) PECT/CA/ JA) ACG,2DA+eS" 1.(//7W vee /S•, Ai/.s.D/ / s,W.D P.PO✓- 7 SOLO,/ /,f L /sr cif /Periv /T /E'S / /ILSPeer S pe',PiD, ,'itz' i) ✓4,P /f1 P 44480 e .QT /F /G4T /DA/ Of PAII/ L C. McPDitU/3Ld ( ,53 7-80-9 77) 9/ 2� PE,PfO, oln ' sT. ac rL/,e/4G. /4PEGT.eiv Of LGAJDE.t1S'ER /?.EL.ex 4re. / Ar 6,e o x•-do/ ,* 7 /5:2s , 'woe PE'.PjD,e, z it/iH A /A) CD/ AP,s /L' AJ /7/1 AtilP.PG•✓E40 2,c06.5 .5/ YV.IDt/e'.6 S Jr) AA)D Re" ✓/.5 /D4S . , , OA) _5W e% S3 /r N0.S Y TIOT rgg 2 f /z.ze A/620 lt495 AIOT /Al PLACE ■pr ? »W U6' - &2& i 73/tSEAJ1/ /tz DP MEP P KALI COALTi4GTS:0 /oOie r0¢0F /cht Ell e/iV 6T s rAirEI� T/947 71i6" bah ., Lt/, ' .t} J 6•2E 9,2 /99-la 7 /,S 144 Nor .t/ECs'5/9.E). ✓IOR/f/C.titT /©/(/ o• r)+45 144415 66/V % f31' Pi4X 7th P72- ASTM TEST METHOD (AS APPLICABLE) EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) Certified Report by Pacific Tbsting Laboratories FIELD CONTACT: LR ea2 RE BY REVIEWE BY PERMIT / 2 *2 F3 NUMBER --CR J ARCHITECT ENGINEER CONTRACTOR DATE DATE - DATE ' NUMBER ATE9 - �SS CG Al MIF N.& CtACK TACOMA DIVISION 2402 Pacific HIghway East Tacoma, WA 98424 (206) 922.9299 Fax (206) 922 -1512 WORK CONFORMS YES . , NO ❑ This report Is provided for the Information of the dent only. The reproduction of this report by any method and a transnhftat by any means to a third party without the written permission of Prides lining Laboratories Is prohibited' `This cerwicaton attests to the accuracy of the results obtained from the actual test performed end/or obeern a's made within to defined scope of to work. Csrik+tlion shell not be conetued to represent Inspection, approval or socptance of other associated work or a warranty of deyyh 9Gy+orkabwty of to spe'MrnYon requirements.' DA 74 daniel mcdonald washington association of building officials certified welder 05/17/91 08:42 '0'206 727 9610 .., TO: FIRM NAME: /9G�Fi� �sr�•..C� FAX PHONE NO.: DATE: TIME: PROJECT NO.: 7 n *si _ I I SUBJECT: AG Cav+ a4•t ZEt.e,lr,.••/ _, 1. .... 1 : nn •- 1 i r INCA MBF CCIµ$ 4 TPA ENO/MEER! 7 LkS3dc(- Remarks: B. F ENGINEERS . •••,a PACIFIC tEST I NG tool .....errar;Triergoki INCA/MBF 2505 Second Ave., Suite 600 Seattle, WA 98121 --- 1206) 727 -9600 c -- FAX: (206) 727-9610 Number of pages Including cover: 2_ Please notify us immediately N not properly transmitted. .05/17/91 08:42 '8206.727 9610 ., 'T0. 4x' /1(0 • SECTION ' 1 -Oo M. B. F ENGINEERS ••• s/1ILP /*" "'3i, gap • • deig l occ=12 . aSfti •aA. •!MAYA •NM .UM! AAA eillaormos 0 W• &mead • • v 14 PACIFIC TESTING MBF; INC. o° CONSULTING ENGINEERS CIVIL STRUCTURAL MARINE • a 002 /IB GU5•MT 4xO`! G . OM ITTCm fOR7 • _ • CLA gJ ' MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS P.S.I. 4 6 m 2 a .•3 , D-1 - 'I / k - ,,- 1, v _ 11 -5 7 Z3 -Z g a--- / 3'7s" o - u / y2c --00 3 t-! , v J y sI%LD Ira '2 %.7 I - - i CO Z 2 4 xrz x/Z C.. EXECUTIVE OFFICES 3220. 17Ih Avenue West Seattle, WA 98119 (206) 282 -0666 Fax (206) 282-0710 MAILING ADDRESS PROJECT LOCATION TEMP.& WEATHERL S.4- CR892 r;s5oeidrez' 6,eez I1__s Re, 20X .376 3 .s'c-�rrzz Gib `!1 /2V ATTENTION. 1✓Y..)/iU CEMENT j� PROPORTIONS 0 Lbs. 0 Sacks /Cu. Yd. (Not Certified by P. T Lab) 4,9 y /N ACC API-; 5 _ PACIFIC TESTING LABORATORIES ,3301 S 4bi?.}c t NUMBER TEST EQUIPMENT ID NO'S. AND DESCRIPTION I2/''4/ R/ J3 Z3 DATE 2 _1/ MIXING CAST PLANT TYPE OF CEMENT X ;.4� ;SLUMP 3 At' £W/77 :A SUPER PLASTICIZED SLUMP r REP BY REVI BY PERMIT NUMBER ARCHITECT ENGINEER COMPRESSION TEST RESULTS C'SE AGO. % U FINE AGG. ,3$ ADMIX 0 Lbs. 0 In. Max. 0 Lbs. . 0 Per Sack 0 Per N TRUCK _219 TICKET # 74 9123— MIX PROPORTIONS VERIFIED T APPLICABLE CODE AN SPEC. ? ICJ BY ATTCCHIING SUPERVISION? - RECEIVED PLE h 7 7 PEY�n.T2�� e21. L'JZE r� wit �' Ci �4�/ . ✓�,e,A2E)) POUR LOCATION AND NOTES: 6� _ ,iii E c -s7 ,V, (s) 4X)/Q6 $ /N .144/3 cm) G,eiV , ioPre44-y4 70 eca.,fPcY L ✓rr- APRiJr40 DiV6f.. Ce2t72 ?l c2 3a Z AAZ I/ /b'8iriZb, q mix .105 /6 /) rA 1w PP /4 7, ✓E1) .?Y' E4.Y /4CEO ,/ CDit1CP r Pmeg!) Gt i1761iu 17 Aci A/6- " Art4.) /i610 ?4t7 . 4173 /E4 7 2fl'P c P Reofl /,(/ I.4JN /Cti' eave/gert w/I • ('lNE r�57 GYcihvbeRs raze ne /S QG/bi7 i ACE 113L7k - CONTRACTOR 'PORT NUMBER CR 5 7 5 3 0 PREVIOUS RPT. NO 1 . l e //7‘ 416 eciv:e&• ASTM TEST METHOD NO. C 3 TACOMA DIVISION 2402 Pacific Highway E:" Tacoma, WA 98424 (206) 922 -9299 Fax (206) 922-1512 DATE CAST . - 2Z - 9/ DATE L 1 ` 47 ' NUMBE 7'2r NUMBER DESIGN SAMPLE STRENGTH lc TYPE _ l C7t.L /It ins AIR 41 / ° QUANTITY — _2/ Cu 4/ /2'f S* e"Z MIX # 52i/ 44) WORK CONFORMS YES 0 NO This report is provided for the information of the client only. The reproduction of this report by any method and as transmittal by any means to a third party Laboratories is prohibited" This certification attests to the accuracy of the results obtained from the actual lest performed and /or observations made within the defined scope of the work inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements" Certified Report by ) , Pacific Testing Laboratories � / P..74 without the written permission of Pacific Testing . Certification shall not be construed to represent DATE MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. A CD )1 1Z ? 6',a4- �,- - -i -9r u - r -9 7 28 V9 / / b S 0-.0 iis 2 - 2. 0 � 1 2� 401 , -� __ _ G 8 !o x /2 C 6 ,e / z V y - r °I - 9 , 213 MAILING ADDRESS PROJECT LOCATION TYPE OF CEMENT CR 139.2 1 EXECUTIVE OFFICES\ 3220.17th Avenue We t Seattle, WA 98119 (206) 282-0666 Fax (206) 282 -0710 SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? C j 1 0 9 1991 fJl AY ci ; ,t rieiTE. • TIN LABORATORIES _ APR 5 1:01 45.50C/1 7E2> 672c)6'&7/2.S. _ ... BY �� PO, &J)( 3'7 3 SE A7 7 L,/ ' '4 4/ ATTENTION' 2/ / OUP/A) CEMENT sy s,�/ PROPORTIONS ❑Lbs. ❑ Sacks /Cu. Yd. (Not Certified by P. T. Lab) tt/4 .eC //0056 &X P T h? 5 /0/L) 330/ s, W'1ZFQL /<' NUMBER RD. TRUCK / 2 / TICKET # / 4 Cy? 5" SUPER PLASTICIZED SLUMP /mss ' SLUMP COMPRESSION TEST RESULTS C'SE AGG. 4 // FINE AG ❑ Lbs. ❑ In. Max. ❑ Lbs zoyD . 3" Certified Report by Pacific Testing Laboratories,./ -L G. 115 ADMIX Ins AIR MIX PROPORTIONS VERIFIED BY BATCHING SUPERVISION? ,( EPORT NUMBER CR 5 7 5 2 9 t PREVIOUS RPT. NO CR :5 692_ IA ... ,, .E 1 i REVIE.Eb BY �� NUMBER 6 2 3 8 ARCHITECT ENGINEER CONTRACTOR CAT 3 - ZZ — ?/ DATE �'� — CERTIFICATES 9., — CAIA NUMBER PEA G✓ G' C4:/9/7/<" TACOMA DIVISION 2402 Pacific Highway Eac+ Tacoma, WA 98424 (206) 922-9299 Fax (206) 922.1512 TEST EQUIPMENT ID NO'S. AND DESCRIPTION 66/"P EW z.5 ij 3 Z3 ASTM TEST METHOD NO. C -3 �/' WEATHER 1 � ' 3 7 a CAST *a ZZ - q MIXI C)CE/�V DESIGN /�� TYPE SAMPLE STRENGTH fc —rt ❑ Per Sack vir "_C ❑ Pe r _ li /2 II S *0 QUANTITY DATE DATE SAMPLE RECEIVED ___— _ Cu Yd MIX M POUR LOCATION AND NOTES: 'riErC P/!/ RIR 714e Aell) 4:9 PE4. /. /o COLb 70/Z46c 31,0& _/17 wall/- ‘41447 E,t/1i) 1 , 9ii 4445 wor xPolC ve e?f /M . 4A4)T 7Z"P of 3U while w coy e/A 4/# t ttE e , - p, &v 11:44J74/AVZ A f // Me e . woos rata BY ceearzk7tJiZ TXA-T 7#Csates &/u 8E a -W/2ED wart /iteckA: /..6 BtAMi&NS AfreR 7 mveETr /,vir/nur sErsa (THE r7sr C ✓ it'DE -s toR TH/s ,eerie ZT W/4 8E' f /(LL c ,,Q&O riai sAn/E cbto/r/o'Js As Tie .. es.) see CR 57530 WORK CONFORMS YES ❑ NO If This report is provided for the information of the client only. The reproduction of this report by any method and its transmittal by any means to a third party without the written permission of Pacific Testing Laboratories Is prohibited" This certification attests to the accuracy of the results obtained from the actual lest performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent inspection. approval or acceptance QI other associated work or a warranty of design or workability of the epecifical p requirements" MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. 5 f ",Yr'' ‘ R /� , ♦ �� - /B- " /'z 3_i8- y/ ' /e7s o0 /54 6 00 v 5v5o vt C (?) EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 Ol _d_ D CJ�t'Q Ceie'S W / 2 - /6'- ADDRS Pd < , 3 ( 'l 4 1 ES 3 B G YVIEWED�n /�� .0�, CERTIFICATE ` - — DATE MAR 0 V Jfi ,2 f 2 /.�✓L7dN /8/,y PERMIT lX (/ o p NUMBER 99 - A�S, � NUMBER ARCHITECT CA(4 F , PROJECT 4c�; / -G1 s1'V,/d✓ $3o/ .V 4' / 4.4•Fo.eAr ENGINEER Pe-r /� _.57.47774 /i /iff,Yri✓e /%'''✓ PURCH. ORD. "// CONTRACTOR 4/• �•- �/t - LOCATION � NUMBER ATTENTION: TAY itrQ / TEST EQUIPMENT ID NO'S. AND DESCRIPTION "� "�'�'RESJ .w -/ /4.1,r r , 94 V 793 ASTM TEST METHOD NO /� WEATHER � , 11V. y� CAST �' �/ PLAN ©ems✓ STRENGTH lc ���� TYPE • L E ` !A' •C Vi Lbs. AG G. r FINE AGO.. �,,� ADMIX PROPORTIONS Vl Lbs. ❑ Sacks /Cu. Yd. pa Lbs. Jau In. Max. Da Lbs £'2t D ❑ Per Sack WI Per -rde v4' A' (Not Certified by P. T. Lab) # ` �t�70 y l4i,2's! CEMENT TYPE OF CEMENT /1 �E r ' .2:2 ; SLUMP Certified Report by Pacific Testing Laboratories CR89.2 PACIFIC TESTING LABORATORIES 9 COMPRESSION TEST RESULTS y ins AIR N/A ''ORT NUMBER CR 5 612 3 PREVIOUS RPT. NO ele S 7 TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922.1512 C -3.9 %; QUANTITY _2_01/ Cu Yd TRUCK /2S TICKET N 7 SUPER PLASTICIZED SLUMP ?Y//1 MIX M S SAMPLING IN ACCORDANCE WITH y e s MIX Y BATCH NG SUPERVISION? RECE 4a4 IVEDPLE 2 _let_ p 1 APPLICABLE CODE AND SPEC.? �+ l 1 POUR LOCATION AND NOTES' �� /L'd 0 2✓ Sre ' � « �^iterff. APoAG'Noodeov "" rorePWAlrla O FE «IriP �r- / b1�. LC c R ^ /f /e41 + d/ T/ ^s - S / , % .5 'g F e.$PA•s/dl - � r op y '2 7 Cii✓�os� -s /i ` .?• { ..54- e ( v€ etsrE 4 ,BP ,M,47 f�vf l� ••��riu t7./rsa /31" " W'cSJa •.•dfd .1 / ep,6 rr.9rzew �f ava ' , f . .. �i.!'.•v«n /4 /3.-e C'/K9 /? woAt ^/ / - Zy L- T /L /JeOria•V cam S ?S ,t.�/ 3 C nIeWerw p AgF1raAnrvp t � & ' V ST.?�7Ld?AG .�►�/.v(e.eW� /17iv Ren.fi✓ „0 aN- s rt, �h T n.rttra C.v CR SL /27, WORK CONFORMS YESA NO ❑ "This report is provided for the information of the client only. The reproduction of this report by any method and its transmittal by any means to a thkd party without the written permission of Pacific Testing Laboratories is prohibited' This certification attests to the accuracy of the results obtained from the actual tat performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a war . n. of design or workability of the specification requirements" DATE :ii1171 .t ~ MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. PS.I. „�, /2 /' �',►' /�?'' 1 .8' . l ? - mss - 9i 3 - /B- 9/ 3 -/8- �g a' /o S" vv o /6 /67sO 3 7 v 58'9 S 9 3d ti � vti ‘'',Y /2" 1 r EXECUTIVE OFFICES PACIFIC TESTIN LABORATORIES 3220.17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 MAILING ADDRESS LOCATION ,72 I SSeree.07eza �.PACE.PS f?O, ,Qar 3?-6 dr4.r.- ..vcrr,v 91Pi� y ATTENTION' Rtr , 'cAZAE0' PROJECT aleigwevsf 330/ iee.rr TEST EQUIPMENT ID NO'S. AND DESCRIPTION ��'»'P4ls's e.../ f KA',,w MMf'r,3p.3 ASTM TEST METHOD NO DATE WEATHER yy� CAST 4p.,/a. CEMENT PROPORTIONS 12 Lbs. ❑ Sacks /Cu. Yd. (Not Certified by P. T. Lab) TYPE OF CEMENT _ 7 7 , 3 2 - 'Z 2 • SLUMP TRUCK /403 TICKET # ys. SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC ? POUR LOCATION AND NOTES (' x'A ° ,- TE /ur,Z raL Certified Report by Pacific Testing Laboratories CR8W2 YES PURCH. ORD. NUMBER COMPRESSION TEST RESULTS PLANT .'t 'l ' STRENGTH lc i SUPER PLASTICIZED SLUMP MIX PROPORTIONS VERIFIED BY BATCHING SUPERVISION? f viovS PERMIT NUMBER C ?3e3 ARCHITECT CA/,9 ENGINEER PE-z AV Aeo :ART NUMBER CR 5 61 4 PREVIOUS RPT. NO Cam' 6Z /23 i FIEPOr BY REVIEWED BY CONTRACTOR G/. C% 7.P.�c C'SE AGG. FINE AGG. ADMIX ® '/ Lbs. ® ® ® 1 In. Max. Lbs Ape - "D ❑ Per Sack Per .s!r ' */ Ra cre•IrA9 3 Zt,yo Jr 4 ' /Y • 3 // ins AIR "//.00 %' QUANTITY (AM 4/ Cu Yd MIX # szy,0' RECEIVED PLE F,a'■7 69,s _ c ACt.wnw .: J TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 DATE CAST • DATE I1AR 0 CERTIF ATE "Pea - 005:5' C TYPE SAMPLE t.°ve: 17 05' r s seer; u r /.IWO7 /COLS WORK CONFORMS YES Je,! NO ❑ This report is provided for the intonation of the client only. The reproduction of this report by any method and its transmittal by wry means to a third parry without the written permission of Pacific Testing Laboratories is prohibited" 'This certification attests to the accuracy of the results obtained from the actual teal performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent Inspection, approval or acceptance o1 other associated work or a warm o 4esign or workability of the specification requirements' DATE MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. A '"/2" 6 x /z 6 2 E & Z 2- 26 -9 / 3- 19 -9/ 3- 19-9/ 7 Zg Z8 l IC 5 cr--, /g2 000 /67 oofl 3 ( o--..) sgy0 S I/ 0 C._ 1 — EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206)282.0666 Fax (206) 282.0710 MAILING ADDRESS PROJECT LOCATION Certified Report by Pacific Testing Laboratories CR 094 PACIFIC TESTIN LABORATORIES h.SSOC//3Te aRoCc e5 RD er .3Z43 5 r7Z 444 '8 /&V ATTENTION: ,e/ilr GaJl)E�t) _SEA /'7•Gt� !t//e' UAW' 4 BY PORTEOR Q^ e., . .. CAST z-/4-9/ REVIEW La J _ NUMBER lQ ? � Q NUMBERATE r .. ARCHITECT 04441 PE'1 4. CUWA" ENGINEER CONTRACTOR COMPRESSION TEST RESULTS OAT NUMBER CR 5 6 917 PREVIOUS RPT. NO CR-5 9 / le 9 I991 TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922.9299 Fax (206) 922-1512 DATE G °' _[ I TEST EQUIPMENT ID NO'S.� AND O DESCRIPTION L�DM' ? / R� 993 `73 ASTM TEST METHOD NO e J 9 TEMP. & WEATHER '' ____ '+� CAST 2 ' /9 ' / f PLANT Qc� / STRENGTH Ic aY TYPE LE C ere, ebbt CEMENT C' MENT C'SE AGO. FINE AGG. ADMIX PROPORTIONS Vbs. ❑ Sacks Cu. Yd. J tbs. [fn. Max. ►albs. .B 5. ❑ Per Sack �,/ er ,,�GZ 141 (Not Certified by P. T. Lab) y9� pf'yn#t We" /,l TYPE OF CEMENT i fiL4- -1 ; SLUMP ••3 in AIR Ai// °o; QUANTITY _108/120 Cu Yd TRUCK 102 TICKET • 7 SUPER PLASTICIZED SLUMP A04- MIX # .S 24' 1" SAMPLING IN ACCORDANCE WITH )/ MIX PROPORTIONS VERIFIED Nd DATE SAMPLE APPLICABLE CODE AND SPEC ? BY BATCHING SUPERVISION? �+ RECEIVED POUR LOCATION AND NOTES: 7F Cali 'Rai" eRL5 7 /( , 77/L$ ,j 4/ ) ree peAcE-w 44cA2 IQ1 - ri(151 .0 / RTES .$& Piz/ ✓/ovs �G r'�, 'T : .5ECovi) .s&/ Of re57 crezhtibeRts AlPeari,'W ZY 4 -p Fr, WORK CONFORMS YES p1 NO 'This report is provided for the Information of the client only. The reproduction of this report by any method and Its transmittal by any means to a third party without the written permission of Pacific Testing Laboratories Is prohibited.' `This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection. approval or acceptance of other associated work or a warranty ol,' I• • • r workability of the specification requirements' DATE MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. # 6 1 5( 12 ' �. ,7;1 2-27-9/ 7 28 i / 7 �, /4 41 3__Q 5 0ef 0 1. 411..02,, .?v 31/ 3 -2p -9/ G 6rrX12 3-20-9/ 28 /52000 5 360 EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206) 282.0666 Fax (206) 282-0710 MAILING ADDRESS PROJECT LOCATION ht5SOC/A &2,e" Rs eO, Box 3763 SEATTLE A/A 98)2 ATTENTION A DE/) _cr/A QEhiad$E &A4 04 - 81104 - 1 ,3rd / 5 N WECk. _5647.7,76- NUM ER RD. A.Sq. TEST EQUIPMENT ID NO'S. AND DESCRIPTION t•./MP p i e" .*',4 #4 -3 , ASTM TEST METHOD NO. �/Y WEATHER LAZY 0 IV CAST te e /! PLANT ry #' STRENGTH Ic / TYPE LE c - G PL r C } E � MENT PROPORTIONS 0s1 Lbs. 2 Yd. (Not Certified by P T. Lab) 079 act TYPE OF CEMENT TRUCK /20 7rPE s �r TICKET # SAMPLING IN ACCORDANCE WITH )/..5 MIX PROPORTIONS VERIFIED NO DATE CEIVED _ SAMPLE � APPLICABLE CODE AND SPEC 7 BY BATCHINGG SUPERVISION? RE. POUR LOCATION AND NOTES: ik SATE A..5 eEQ!/F TE..1. FQA c C/ re" PLj- 'E-/JT .rAspeericw of " ' /.vim s zi/? , PeW/fhu/,u4- () see ricxe of f .R . ✓ER/ t/F ) Pc:si g, s /z't• I 04R T Of 449 szAs ,,5eciz,otls 44/1) () co`40041 244x.!'' -4vT.S , A7 - F/i5 T Dr= ' ed 7(L7,e, /t/02C APPE/f k'E,1) Tr coA/AV.06-1 TO &,4#t/5 # -5 i t EET� PCAtC Z ` K P!J/'R mous(' 6 tOnT 3 r' ten. ,4.v /C4t. 3c PEED / / 4/UD • WORK CONFORMS YES 2NO ❑ "This report Is provided for the information of the client only. The reproduction of this report by any method and its transmittal by any means to a third party without the wntten permission of Pacific Tessng Laboratories la prohibited" 'This certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certifica on shall not be construed to represent inspection, approval or acceptance oI other associated work or a warn ty " design or workability of the specification requirements" Certified Report by Pacific Testing Laboratories CR e9.2 PACIFIC TESTIN 74/42( COMPRESSION TEST RESULTS C r SE AGG. FINE AGG. 5a Lbs. IQ In. Max, CaLbs. 20 11/3 • SLUMP .1 Z ins AIR SUPER PLASTICIZED SLUMP L ABORATORIES ARCHITECT ENGINEER CONTRACTOR 497 .1/4 ORT NUMBER CR 56 916 PREVIOUS RPT. NO -5 BY PORT CAS 2- 20 9J___ REVIEWED {2 p n t BY (ItR+H rrs^.� DATE MAR f1/ R 0 1 1 t' PERMIT NUMBER 4 23 NUMBER CERTIFICATE lvL /1 W:.�7 PE_ ADMIX r� Per Sack kPer 141 °o QUANTITY TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922.1512 f MIX # .52V I/ Cu Yo e DATE MARK SIZE AREA (SO. IN,) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. A log2 2 + 1 I 2 - 2 � - 9/ 3 '2C-9/ 7 28 i 1Ietr-„, / y io.o :52 1.48 C '41 6 /2 2,: G 6 X/Z 3-20-9/ 6 / ss so o ss 9 cs� EXECUTIVE OFFICES 3220 -17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 t, PACIFIC TESTING LABORATORIES :AR 19 ._ /153c / »TEJ) GA:IX 2S MAILING ?O T6 ( 3 ff 4._3 ADDRESS J lsEi TTY �/ 9.8/Z9 ATTENTION' A 6 2 6 W PROJECT 44 :26 Alit) O LOCATION ..SE TTLE c✓ TEST EQUIPMENT ID NO'S. AND DESCRIPTION Mori' 0 TEMP & J p WEATHER CAST z - 7I CEMENT Sf- C''SE AGG. FINE AGG. p / PROPORTIONS If1libs. Sacks /Cu. Yd. gtbs. YOIn. Max. $lbs B •J (Not Certified by P. T. Lab) V91 —ZO40 lu PERMIT NUMBER ARCHITECT ENGINEER PURCH. ORD. �/,4 CONTRACTOR NUMBER COMPRESSION TEST RESULTS MIXING ,e,,•cd - PLANT C�-�� � ORT NUMBER CR 56919 Q PREVIOUS RPT. NO .s 9 /R ASTM TEST METHOD NO. DESIGN J , STRENGTH Ic TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 RE BY CAST .. Zo - 9/ BYVIEWED UQ+4w#vu. +! DATE MAR 0 19* 423R - NUMBER f E.1` k/o &AR& C —39 SAMPLE, `J& n TYPE Gam• ADMIX a4 / rf` f ❑ Per Sack Par �� Z )'' TYPE OF CEMENT 7- Y; P E S ; SLUMP 7 ins AIR Ayr %' QUANTITY 2 -0- 6 / 2<3 Cu Yo TRUCK 1 2` , TICKET # 71 5 SUPER PLASTICIZED SLUMP Ni/F MIX # >- eV SAMPLING IN ACCORDANCE WITH ! E5 MIX BATCHING PROPORTIONS V SUPERVISION? �� DDATCESAMDPLE � 21- Q I APPLICABLE CODE AND SPEC Z POUR LOCATION AND NOTES: (EE)RT cpit it /. Ji- 2 r20,1 cR ..5 /8 nod „piore) �R PLNCEmE /404 - t'i(l � 4i15/" 0776 / 4M7f' - SSE PREOWS RERv2 T, ,.seerwo i D� TE"� i C 1'C'G /itJyF2� Gi//i5' r iU 4-r ,4PRoxvm4 r4r 4 This report is provided for the Information of the client only. The reproduction of this report by any method and its transmittal by any mans to a third party without the written percussion of Pacific leafing Laboratories is prohibited" This certification attests to the accuracy of the results obtained from the actual lost performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' tt * ') 'i ; t r 1. c, ; Certified Report by Pacific Testing Laboratories CR892 WORK CONFORMS YES kNO ❑ ! DATE MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. A 0 ff x ,2 ff 2 4 1 3 2,- 2 -Z4 -9/ '7 9tcto0 341 t. c B tortXi2 3- /9 -9J 28 A so 0 0o s2io .p C 62".(12" ,62".(12" 3 -19 -9/ 28 • /S3 000 SN P to MAILING ADDRESS EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282 -0710 PACIFIC TESTINGLABO ISSce./4 red) GROCERS P.D. 8 X .3763 6/97"Tl E k/A 9c9J y • (._� pct -� „� REVIEW BY PERMIT NUMBER ATTENTION: - „'A ” /v ARCHITECT PROJECT WARENO XP4 • a4.) I S. /kMfe! K ENGINEER LOCATION .s - TL E , 141/9 CEMENT TYPE OF CEMENT 7ff SLUMP PURCH. ORD. 4 74 NUMBER — A CONTRACTOR COMPRESSION TEST RESULTS 3 ,1/ TRUCK / 29 TICKET # 7 / 9 SUPER PLASTICIZED SLUMP ins AIR TORIES r i t I < j BYPf 1gf2herE CAST 2- PI -91 Nfr N/A !0238 Of iferol -5 4 Certified Report by Pacific Testing Laboratories Cn 09.2 t 1RT NUMBER CR 56916 PREVIOUS RPT. NO eR . fit IZ y TE NUMBER CERTIFICATE 9009 OOSS C A/A fle.r A/ CJ.PK ASTM TEST METHOD NO. t -39 TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 TEST EQUIPMENT ID NO'S. DATE DESCRIPTION ( ' inAe4 SPA' x /4/373 i1��/� DESIGN TEMP WEAT HE A) 7C7 CAST Z -�9 -7/ MIXING �/C -ed� � STRENGTH ft 7«/S� TYPE CSE AGG. FINE AGG. ADMIX ,/�f3 PROPORTIONS � �Ay Lbs. Sacks/Cu. Yd. it5l Lbs. Kn. Max. ELbs. D S. OPer Sack Per .. Z mR //A (Not Certified by P. T. Lab) 4199 E di- _ 4 %. QUANTITY MIX # Cu Yd SAMPLING IN ACCORDANCE MIX PROPORTIONS VERIFIED DATE SAMPLE APPLICABLE CODE AND SPEC.? � s BY BATCHING SUPERVISION? RECEIVED POUR LOCATION AND NOTES: L -S /TE IBS EEtw? aeS7 b RIP eta. 'ETE Reolre 12 Q7 -z &UPE4 7 i/ %., me - APPE -426. !_ts4 -'. RR. j1 p1094.5 * .SP erred s f ve2ET — /Z a/AIR 4:4504/I WO / �1' A7i2'YYRA/.l'' P6L 2 f ,Vises, WORK CONFORMS YES$NO ❑ - Th s report Is provided for the information of the client only. The reproduction of this report by any method and its transmittal by any means to • thed party without the written permission of Pacific Testing Laboratories is prohibited." 'This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty 1 des or workability of the specification requirements' DATE 1 '1 C: 1L�U t MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. A 420_2, 2-q . 1'7 _____ �/ oS '.2 `7 2 k I o 2 ov r> ? 6 / v L`_ _.2_ (1 ?) litiRti;.'illi\VIIP . il fr B . 19 EXIMIIITIVE?OFFICES r''r P "E 7th Avenue Weft �°"'----- Seattle, WA 98119 (206) 282-0666 Fax (206) 282 -0710 MAILING ADDRESS PROJECT LOCATION IFIC TESTING LABORATORIES A < L ref: E C's BY PORTE r ' /ma S / 1 / 0 . Acoe 3. '3 c)// SS• AI'F/ /l 7r /2g /2 / / ATTENTION' 4/ 6 ". ii S c f N4/S/ Oi✓ PURCH.ORD �� S.. 4/4,4L1//4 NUMBER COMPRESSION TEST RESULTS TEST EQUIPMENT ID NO'S. AND DESCRIPTION C"c'rky. . ._ y Si 3 ASTM TEST METHOD NO. C - 3 TEMP. 8 DATE WEATHER 5. fitIMLY-51.<2/ CAST PLANT- UGC STRENGTH Ic r eo 0 TYPE LE C y � CEMENT C'SE AGG. FII�NE /'AGG. PROPORTIONS Cbs. ❑ SackslCu. Yd. Kin. ❑ In. Max. I� Lbs. ) (Not Certified by P. T. Lab) TYPE OF CEMENT G -41 • SLUMP TRUCK /2 TICKET M 7 3/ 4/0 SUPER PLASTICIZED SLUMP )/es. PORT NUMBER CR5 7 0 1 7 HEVIOUS RPT. NO 4.1..121 7 7 3 BYVIEWI � � � , .4 _ DATE ^ t I PERMIT r CERTIFICATE NUMBER Z NUMBER r 1009rt.QC) ARCHITECT Lr Al 4 ENGINEER CONTRACTOR ins AIR 4/47 SAMPLING IN ACCORDANCE WITH MIX PROPORTIONS VERIFIED DATE SAMPLE APPLICABLE CODE AND SPEC.? ye S BY BATCHING SUPERVISION? _�� RECEIVED TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 DATE CAST 1/.7 ?.J/_ ADMIX ,—,/ >/ ❑ Per Sack L"JPer � C. /��1��� �sC__ - c % °° QUANTITY 9• *C - C) Cu Yd MIX4 ".5`i POUR LOCATION AND NOTES: i / of CC/vL } .. vYe // G s I' 1/U p L�f�•rc " A00-15 c f 51c/�ls_KciitJC -iC' c/; .-1-A" S ./. �l v{ . // /9 .�'Y0r. , Ei cf/e /NBC / .42/ spcC i F / 1 n,v n et) Xpyr.ni ` / 7/44)• WORK CONFORMS YES Tf NO EJ without the written permission of Pacific Testing . Certification shall not be construed to represent "This report is provided for the information of the client only. The reproduction of this report by any method and Its transmittal by any means to a third party Laboratories is prohibited." 'This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements." Certified Report by Pacific Testing Laboratories DATE CR 89.2 MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH a_■ CHECKED LBS. P.S.I. 79 A.' i 2 2-8 , 3 _-3 Ia -51 � - `7/ Y 5 -7 1- 2 8 /2-0 S0 ! - 000 I S "'S�" ` - 't o 5S-10 Ste9 U CY J v 1 C o w,g\i\.\\1.]m) v ''PORTNUMBER CR 5 7 482 TT 4 , FIEVIOUS RPT,NO APit23 1991 r AB .��** F C TESTIN LABORATORIES EXE TIVE p iSO►' • TACOMA DIVISION 3220. 7th Ave AWNING DEPT. 2402 Pacific Highway East Sea le; WA' Tacoma, WA 98424 (206) 282 -0666 (206) 922 -9299 Fax (206) 282-0710 Fax (206) 922 -1512 4 ssvcl ATSD 1 poGs'Jes MAILING ADDRESS Q ■ Box 3 7 3 AdRE —i_ S£Arri.r. (A/ 4872i/ ATTENTION: __AA P' O ViaEN ARCHITECT PROJECT V R _ O S L • N ENGINEER PURCH. ORD. LOCATION 3 o L — Ai 0� ' F 01. K NUMBER CONTRACTOR V 9 S/ 2 04i 0 /V35 TYPE OF CEMENT 2' • SLUMP TRUCK / 2 -s TICKET # 7SSL// RREPORTED Ste / rN CAST DATE 3 REVIEW BY PERMIT NUMBER COMPRESSION TEST RESULTS 2 y C/v/9 DATE CERTIFICATE gip a Q. p 055 NUMBER /or' W . 6 TEST EQUIPMENT ID NO'S. AND DESCRIPTION 'C'bMP_ /h.aCN. A 4 /y3 7 ASTM TEST METHOD NO - 3 9, / 7 2 TEMP. & WEATHER 3 Q 0 o CAST — S ' Q PLANT O «/9A 1 STRENGTH Ic eon TYPE SAMPLE ,(�,' CEMENT S � �/ C'SE AGG. ? ' FINE AGG. ADMIX �,.,.,// PROPORTIONS Er Lbs. LESacks teL bs. EIn.Max. LJ lbs r 6Lpe, 5 40 :Per Sack LJPer I'D $02 WROA. _ - (Not Certified by P. T. Lab) ins AIR - - U---• -• --• 7 Cu Yd 52L/ w SUPER PLASTICIZED SLUMP MIX N SAMPLING IN ACCORDANCE WITH MIX PROPORTIONS VERIFIED DATE SAMPLE APPLICABLE CODE AND SPEC.? r - BY BATCHING SUPERVISION? 0 RECEIVED 4•• POUR LOCATION AND NOTES: CnNCR-tLr I84'4.<142 B�' WA/C1LR rir Avogrd s /rot Qf F,rrC2CR 6 Lot, dr. - 32 sTR/ , ctorivC /A/ ,41d2�� TA rV I!O - p rbl_J,✓4I.L _AT C w,g /N 6 L OAT/ oNs a yl. y , ZAtL oetn/jAa ss_jA 7' p tX.ISZL.W /PA/cr//R wcRt ttfr fiat FROM cR /D /4 ro 2 7. "'IAA _ITrrrtr, x.1.5 1 T /C - /A-J f' PR ei/RB wt, _ iw a'44/CZ OCR s"/,+tr7• 3 f S-2,1 O Z7 ,r4 / L. 7 . ,4L WORk' .41 CZ) To vvv oRm T t? APPL/ cABI £ 1Plc /r te / � ccArio 4: .4_41.0 /girl' UPC. Z W(44 ww 514 WORK CONFORMS YES tJt7 NO ❑ "Thu report is provided for the information of the client only. The reproduction of This report by any method and its transmittal by any means to a third party without the written permission of Pacific Testing Laboratories is prohibited" "Thus cerblication attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements" Certified Report by Pacific Testing Laboratories sI '>��l�l. DATE 111- CR 89.2 EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 -1790 (208) 282 -0666 FAX (206) 282 -0710 May 6, 1991 Reinforced Concrete Structural Steel Erection Nailing Pattern Reviewed by: PACIFIC TESTING LABORATORIES President Certificate No. 9009 -0055 CITY OF TUKWILA BUILDING DEPARTMENT 6200 Southcenter Blvd Tukwila, WA 98188 Subject: Project Name: Associated Grocers Warehouse Project Address: PERMIT NO: We have completed the requested special inspections subject project. Our final report, dated April 29, 1991, is numbered CR56079. WORK REQUIRED WORK INSPECTED 3301 S. Norfolk Reinforced Concrete Structural Steel Erection Nailing Pattern ( MAY 13 1991 -1 A Washington Corporation furnishing Engineering services by and under the supervision of registered professional engineers, TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922 -9299 FAX (206) 922 -1512 on the Notes: N/A To the best of our knowledge, all work inspected conformed to the City of Tukwila approved plan, the uniform building code and or verbal or written instructions from the Engineer of Record. Thomas L. Watson, Manager, Inspection Department 1 • CONSTRUCTION INSPECTION • SOILS ANALYSIS • NON - DESTRUCTIVE EXAMINATION • ENVIRONMENTAL DRILLING • CONSULTING ENGINEERS • LITIGATION CONSULTATION • CHEMICAL ANALYSIS • CALIBRATION • STRUCTURAUMECHANICAL LAB TO `!.G. CLARK CONSTRUCT4r`I CO. 408 Aurora Avenue North , m n �. RECEIVED SEATTLE, WASHINGTON 98109 APR 2 b 199I Phone 624.5244 WE ARE SENDING YOU Olgched ❑ Under separate cover via COPIES ❑ Shop drawings ❑ Copy of letter DATE NO. ❑ Prints ❑ Change order PERMIT CENTER COPY TO DATE JOB NO � Sj RE ❑ Plans DESCRIPTION ❑ Samples PR CIUO3 n BA. Delon. wmour1. If enclosures are not as noted, kindly notify us at once. the following items: ❑ Specifications THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Ftjyour use ❑ Approved as noted ❑ Submit copies for distribution > As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS SIGNED: SHANNON & WILSON, INC. Geotechnical Consultants Engineering and Applied Geosciences 400 North 34th Street, Suite 100 • P.O. Box C -30313 • Seattle, WA 98103 • (206) 632 -8020 • Fax: (206) 633 -6777 :1P 1 7 i991 r'r =OJ. NO.. RE: FINAL REPORT, FREEZER AND COLD STORAGE BUILDING ADDITIONS, ASSOCIATED GROCERS, INC., SEATTLE We have completed our construction monitoring services for the new Freezer and Cold Storage Building additions to the existing Associated Grocers Perishables Warehouse. Geotechnical monitoring services included the evaluation of prepared footing and slab -on -grade floor subgrade soil conditions. Also, we provided consulting services and completed observations prior to paving the proposed jogging track south of the additions. To the best of our knowledge, all of the work which we observed was accomplished in general conformance with the City of Tukwila approved project plans and specifications and in general accordance with he recommendations provided in our geotechnical report and during construction. Daily memorandums were submitted for each site visit. One should reference these memorandums for specific aspects of the work. If you have any questions regarding this letter or the project, please contact me. Sincerely, April 16, 1991 Attn: Mr. David Holmes CNA Architecture Group 3050 152nd Avenue N.E., Suite 600 Redmond, Washington 98052 SHANNON & WILSON, INC. N S/ //, Thomas M. Gurtowski, P.E. Associate TMG:TEK/tlm W4891 -03.L1WrMG- Ird /Um cc: W.G. Clark, Associated Grocers, Inc. 'IT (W RECEIVED APR 2 4 1991 PERMIT CENTER Seattle • Everett • Fairbanks • Anchorage • St. Louis PRESIDENT: Earl A. Sibley, P.E. SR. VICE PRESIDENT: Ate, A. Azzam; Raymond P. Miller, P.E.; Harvey W. Parker, P.E.; George Yamane, P.E. VICE PRESIDENT: Herman H. (Tex) Druebert, P.E.: Richard H. Gates, P.E.; W. Paul Grant, P.E.; Leland B. Jones, P.E.; Thomas E. Kirkland, P.E.; Gerry Millar, R.G.,; Frank W. Pita, P.E., P.G.; MingJiun (Jim) Wu, P.E, CONSULTANT: William L. Shannon, P.E. W- 4891 -03 Over 35 Years of Excellence W.G. CLARK CONSTRUCTIf CO. 408 Aurora Avenue North•. S SEATTLE, WASHINGTON 98109 Phone 624 -5244 fir TO WE ARE SENDING YOU Er <ached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Plans ❑ Copy of letter ❑ Change order ❑ COPIES DATE THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for. approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO moon oCn 1163 Aar Gnaw am 01411. NO. DATE/ JOB NO. 1 ATTENTION i RE � the following items: DESCRIPTION ❑ Samples ❑ Specifications SIGNED: maw C If *nclosuros aro not a* noted, kindly notify u* at one *. WESTAR CONTRACTING, INC. db. PROFESSIONAL TECHNICIANS 35627 13th Ave. S.W. • Federal Way, Washington 98023 • (206) 838-4910 • Fax: (206) 927 -0753 February 27, 1991 TO: City of Tukwila ROOFING PROJECT: Perishable Warehouse Southern Expansion Approximately 35,600 sq. ft. of Carlisle System "NP" EPDM Single Ply Roof System. Installed Spring of 1991. OWNER: Associated Grocers GENERAL CONTRACTOR: W. G. Clark Construction Co. I hereby certify that the above referenced roof system has been installed such that it complies with all requirements to meet the following ratings: Reid Brown, Treasurer Pro -Tech' -��•• 4. U. L. Class "A" F. M. Class 1-90 STATEMENT OF COMPLIANCE M 1. P140 -TECH MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. d ( ' ,r /de 4. 6 ',r /a' z 2 '7 2 s - , 2 V /z - y- �o /2 - AC - 90 ,. z 7 7 3 L a- 0 i` /isov 3 2, -.-� 5 o.1 o _ .. ____3 /z/.25 S oso MAILING ADDRESS PROJECT LOCATION TYPE OF CEMENT \ .R.).L.:30;::isr:li V/ li JAN ' (:I I OE]1)I 'J Jt 1::.;P1411!IC TESTIN EXECUTIVE OFFIC 3220.17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 seemore2:, 6 - Aocd eS /r?O. ✓3ox 3 ?�.3 s-4. e � . �.w�-' /y ATTENTION: /RV - C AE'✓ rrr.� 31301.5 4/0.e c_ Sre,!yre*: NUMBER RD. _/7, COMPRESSION TEST RESULTS TEST EQUIPMENT ID NO'S. AND DESCRIPTIONa /0C'i0W! ' ''_ gSTM TEST METHOD NO TEMP r3 j� �`D� „DDA E // 2�' 9 MIXING /� � DESIGN aD SAMPLE/ �� cr. WEATHER r PLANT [1!'��1W STRENGTH fc ' TYPE cow CEMENT C'SE AG G.. f FINE AGG. PROPORTIONS Lbs. OSacks/Cu. Yd. ,ELbs. In. Max. , Lbs JAW: S (Not Certified by P. T yx Lab) � • . .4/V y aoyo 4, /1!_7s er SAMPLING IN ACCORDANCE WITH Y 3 APPLICABLE CODE AND SPEC ? POUR LOCATION AND NOTES • SLUMP - y TRUCK 7 TICKET # `� SUPER PLASTICIZED SLUMP ,f' a •srf2 /'"lec'.rr..�w te); "This report is provided for the information of1re client only. The reproduction of this report by ant Laboratories is prohibited" "This certification attests to the accuracy of the results obtained from t inspection, approval or acceptance of other associated work or a w Certified Report by Pacific Testing Laboratories CR 89.2 performed test perfored and deal. or workability oil LABORATORIES ins AIR BY PO 00% CAST REVIE BY _ PERMIT NUMBER 12.38 ARCHITECT C�� ENGINEER •'ORT NUMBER CR 5692 `S PREVIOUS RPT. NO CR 5‘/SC, TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 ( G DATE - - 4 C) CERTIFICATE NUMBER 9 oD' "'"G.""1-5-.5.- CONTRACTOR _� ' ' S___iZeL ADMIX ❑ Per Sack Per ' 5-4/0 �0∎C'es iC��° ' fi /� % / QUANTITY 0 ol Cu Yd A/1 MIX # 6 C - 3 � MIX PROPORTIONS VERIFIED DATE SAMPLE BY BATCHING SUPERVISION? RECEIVED ,�,� co /P.o ,' _ ek . 0 7 N gees a. �'lc 4;o20 .•- . +•�e.s'r /e: X/,� " a�. _ er!.4 /prow. L/.v r.i..r1 / r ' ," 4 t/el Rersve:1w `.., f' Erma -E.w a �..�. _ /!v- /C.e -yar 4 ■iem...o."r r b•ve,� 4 T � .s� o S 1 / ,,— E. F 4 1 .42/ 33 , 1 4 4.2. _ F•. 1 /$ - 5;7E4 414:1 el, T Cw#4,_4■ Rirws .rags. V.,rofc 5- l.�rnwar 4 sc , 1 491 .L vz 4 .7/rets,, 7c _Penvo P'" 2 g (ge �"►a1.n ak AZA► o • S3Ia01Vi08V1 DNI1S3130IJI3Vd ( WORK CONFORMS. YES NO `n'�) methoc and ifs transmittal by any means t e third ) party without the wri mission of Pacific T� stin do withir+lhedennad scope of the work. Certification shall not be construed to represent ificatlon requirements" DEC DATE ` ' •' 4.4414.4 MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. __/ G 6-__gLA. .2-: e 1 /21719D /2 Ja6/90 2 .'o y on, :3xsoo 3 3 3 c, `/9/0 c. ( C. to v2. 6 .2x -; -c"" C 6 /qo 3 0 /3 7000 1/?'�o n r • EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 TEST EQUIPMENT ID NO'S. AND DESCRIPTION TYPE OF CEMENT .-- - ; SLUMP TRUCK 42 PACIFIC TESTIN 4.6 , ADDRESS —Q 0, MAILING 2 Ox 3 76 3 `r, � 1,1J ATTENTION' Q-)/ G env PROJECT —11 i� X C✓YS C �Y LOCATION 30I S AIE! tv NUMBER ORD. CONTRACTOR jN Cr C /ck WEATHER VTr C /0d + + IL CAST it l a � G I / D MIXING DC -P - mot / CEMENT C'SE AGG. /S/ FINE AGG. PROPORTIONS LlikLbs. ❑ Sacks /Cu. Yd. IV Lbs. ❑ In. Max. © Lbs. (Not Certified by P T. Lab) V 2Y Yo TICKET 8 .4 Y 114 COMPRESSION TEST RESULTS 4_Vy 3 73 SUPER PLASTICIZED SLUMP MIX PROPORTIONS VERIFIED BY BATCHING SUPERVISION? LABORATORIES B /11 /96 11 aed CAST DATE ` Q / - 9 V CERTIFICATE 2602'. rs— NUMBER !! REVI BY n PERMIT NUMBER lQ .2� / U ARCHITECT C, At ,1 ENGINEER ins AIR 'ORT NUMBER CR 5 615 0 PREVIOUS RPT. NO ASTM TEST METHOD NO DESIGN 3006 STRENGTH fc ADMIX ❑ Per Sack 'Per MIX # SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? Tt' POUR LOCATION AND NOTES' -6 c42 < < B � o yl , 1 t,4. 5 // L 4 Cr . - s lee-/ .Al a jos ,C U Al 50 C c`rur re. le -v r core /,u�; he ri y# 0 Q .t yr LIa I -A cer 'r,, 10 S 04. . cw ' ♦r wif v tr Certified Report by Pacific Testing Laboratories CR 89.2 This report is provided for the information of the client only. The reproduction of this report by any method and its transmittal by Laboratories is prohibited." "This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 4„„ s , .z9 , ivs /?_3 SAMPLE TYPE °o' QUANTITY 9 or (( Sr Cu Yd RECEIVED SAMPLE 7 _ y J c J ���, dGN 4y 1(1 AE' 004e-hide" c. A fr /1 i 4-1 WORK CONFORMS YES ErNO ❑ ird pa perrOsPion of Pacific Testing I lII of the work. Certification shall not be gonstrued to represent DATE MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMA(E STRENGTH CHECKED LBS. P.S.I. A Co " x)2 'f 2■11 /32, Z - Zee -9/ 3- /9 -9/ 7 28 98000 (t-o C 13 !O " Xi2 ' r C G " '12 " 3 -19 -9/ 2 EXECUTIVE OFFICES 3220 - 17th Avenue Wiest Seattle, WA 98119 (206) 282-0666 Fax (206) 282 -0710 MAILING ADDRESS PROJECT LOCATION n© PACIFIC TESTIN LABORATORIES ASSOCiAlreD GROCERS RO. SOX 3763 .3 WA 98/2 ATTENTION: /PAY GGY)DEN WARES EX mm1S /A4 J34/ S. AV.Fstx x SEi4TT2, ‘ !v/$ NUMB RD. 4 /4 COMPRESSION TEST RESULTS TEST EQUIPMENT ID NO'S. AND DESCRIPTION ettoiP /l9ALX SPA' 0/373 TEMP & WEATHER GT . CAST 2 "/9 -9/ PLANT OcPal � ) CEMENT 1 PROPORTIONS �Lbs. ❑ Sacks /Cu. Yd. (Not Certified by P. T. Lab) TYPE OF CEMENT 7/P -r ; SLUMP TRUCK 12 / POUR LOCATION AND NOTES F /4/A TICKET # "ORT NUMBER PREVIOUS RPT. NO: eR -S. lt?y ,n C'SE AGO. FINE AGG. RSILbs. 036. Max. tLbs 8 S. 2096‘ g e / S SUPER PLASTICIZED SLUMP E .P ins BY ,Bezo6E REVIEW BY 'PERMIT ,, 'NUMBER '` ARCHITECT ENGINEER CONTRACTOR AIR ASTM TEST METHOD NO C DESIGN i1M/1 TM LE pe tie ilze STRENGTH lc 4/ZZO c,�` ���C ADMIX ,/Jf E3 Per Sack RPer £ Z. w'Q 02) YEW E/ r A/A fte.r W& CLARK %; QUANTITY '7 SAMPLING IN ACCORDANCE WITH �/ MIX PROPORTIONS VERIFIED APPLICABLE CODE AND SPEC ? / BY BATCHING SUPERVISION? RECEIVED MIX a DATE SAMPLE " :_ TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922.9299 Fax (206) 922-1512 DATE CAST 2' /9 91 TE a-'") • 1 II UMBER ATE 9rO9- 00 -3? Aglize 16 Cu Yd ex) -S /TE As PEQ' r. NAP b zger PL/i'E/n An ,z 4ISPec re t) / r s /2 ARFAM16E/lE1/T - APFEA,?EZ rr9 ersa0Rof Am is .sr'EN/FCA%•e►'tr, Qat/c,PETr MAR 2 0 ' WORK CONFORMS YES$NO ❑ "This report is provided for the information of the client only. The reproduction of this repo t by any rrie)hpd artints bra Ind Ell'Ameans t I a third party without the written permission of Pacific Testing Laboratories is prohibited" This certification attests to the accuracy of the results obtained from the actual test performed andldPo r4l 414db v r)tt in ItiiTdefined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or w rklellltq'6f the b3pecifieidicn istlUtterhenta' Certified Report by Pacific Testing Laboratories DATE CR 89.2 MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. A to /? (, ,, 2-E , 3 Z 2 - 26-9/ 3 - 19 3- /94/ 7 28 2.8 / IoS c-o I/ erN, f': n C. 6 EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282 -0710 MAILING ADDRESS PROJECT LOCATION PACIFIC TESTIN LABORATORIES ASSOenrel) akbeEes RO & K .34,3 5E 7 7r wA 98 /Zy ATTENTION A �reAtIP V wA ,P�`HfO�E EXA�IIS�N x.30/ _s.trd.P NUMBER RD Aj/A S ARCHITECT ENGINEER CONTRACTOR COMPRESSION TEST RESULTS NUMBER CR / PREVIOUS RPT. NO, tt:�/p-S�j 9 / 4e TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 REPORTE CAST 2 /9 - 9/ BYVI ` DATE a - •?- 9 I PERMIT PUMBER ` 6 CERTIFICATE - �ss NUMBER Cti/9 u/G CZAtei' TEST EQUIPMENT ID NOS. AND DESCRIPTION C AP 01 e/i 20 $ 4 7-7 ASTM TEST METHOD NO a - j9 WEATHER 'Q�' CAST Z PLANT 04e STRENGTHfc -lam TYPE SAMPLE C ere, CEMENT C'SE AGG. FINE AGG. ADMIX J��eer !✓ „// .✓/��) Kin. Lb .B 5 ❑ Per Sack ag r z L:/ PROPORTIONS by P bs. ❑Sacks /Cu. Yd. / �tvs. . Max. AAax. � (Not Certified by P. T. Lab) W9V P,Ogin ” 7 TYPE OF CEMENT /f 1 ; SLUMP .3 ins AIR N// %' QUANTITY /68/20 Cu Yd TRUCK /02 TICKET 0 7 SUPER PLASTICIZED SLUMP At/A4* MIX N S 24 SAMPLING IN ACCORDANCE WITH Y� MIX PROPORTIONS VERIFIED A/d DATE SAMPLE APPLICABLE CODE AND SPEC ? BY BATCHING SUPERVISION? �+ RECEIVED �� �-- POUR LOCATION AND NOTES. 4� ?T Cali j a i e , ? , S i t 7 /4 , 5 A W E ) r� *,, v/ $CAZOA) /MD - Q� J 2' AWES s& P4/ ✓/c kG, er, s ZAVb se7 QF 7 7 ere LIAltER-S 7.4e-e4, 11 4P/f cur. /j►'ATG/ .5 e •0 Jci WORK CONFORMS YES A NO ❑ - This report Is provided for the inlormatlon of the client only. The reproduction of this report by any method and its transmittal by any means to a third parry without the written permission of Pacific Testing Laboratories Is prohibited" This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements" Certified Report by Pacific Testing Laboratories DATE CRe92 MARK SIZE AREA (SQ. IN.) DATE TESTED AGE STRENGTH CHECKEC LBS ULTIMATE SI A 6 r x 12 . t .2--g .2.-7 7.8 1 .3 t . 2- 4./ .2 - .2S' -...s' `7 2 X 1 02.erv0 !b /e-foo J6 40-00 3 61+0 Si 1O 5'1 c l 1 ££o i3 C EXECUTIVE 0 3220 - 17th Aven Seattle, WA 9 (206) 282 -0666 Fax (206) 282.0710 MAILING ADDRESS PROJECT LOCATION CR 89.2 O ,6034 3 3 o / S /g/g/';//e' Stuff / c . WA 7r/2 ATTENTION /CV fr-nedC4) ARCHITECT A. r. IA.tc 1414 c Fir 1).441S eyed TEMP. & DATE WEATHER .Syn1A1y SO CAST CEMENT PROPORTIONS LiLbs. ❑Sacks /Cu. Yd. (Not Certified by P. T. Lab) Gj PLANT c-ILFIQIIJ LABORATORIES DATE BY PORTE9 f // CAST / 2 2/4J VIEWFd BY DATE C) • { ' 9 I PERMIT `` ✓ t + CERTIFICATE NUMBER 6 2- Q NUMBER 9009. 00 5,5 ENGINEER COMPRESSION TEST RESULTS TRUCK / 2' TICKET # 7 3 / yv SUPER PLASTICIZED SLUMP 0.414 PE/ TEST EQUIPMENT ID NO'S. AND DESCRIPTION CO n97, / I . 10 y 9' 37 3 ASTM TEST METHOD NO. MIX # ''ORT NUMBER CR .5 70 1 7 PREVIOUS RPT. NO 11 44/773 1 S• 4 44 relic- NUMBER ORD. CONTRACTOR ( LAr4 K TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 c 3 5. DESIGN IREN GTHfc 260 G TYPE SAMPLE C YL STRENGTH C'SE AGG. r FINEE GG. ADMIX ,--,/ I � O/ �Lbs. C] In. Max. u Lbs 1 4/3 S ❑ Per Sack L�Per a✓AT 421 cv" c e e cS % 4 AO 34 TYPE OF CEMENT 2 11 ; SLUMP 7 ins AIR %' QUANTITY 9 ' .C-C) Cu Y7 f SAMPLING IN ACCORDANCE WITH MIX PROPORTIONS VERIFIED DATE SAMPLE _ c APPLICABLE CODE AND SPEC ? /( -S BY BATCHING SUPERVISION? RECEIVED / POUR LOCATION AND NOTES' / fi e " :"AlG/7' OF Cow G /G Fnr -,-4// G�PN b S -I i'VArP= hog, S c j>r / P.sriV mo 5 I/: bj A%r .d 4// /YI cc / All/ gee; Fioa. / ,1 n 4) Apr cave-, / j2142 WORK CONFORMS YES u�NO ❑ This report is provided for the Information of the client only. The reproduction of this report by any method and its transmittal by any means to a third party without the written pemtission of Pacific Tessng Laboratories is prohibited' This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by J - Pacific Testing Laboratories LIAR 01 199 ' DATE MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. I _6 ' ;v /2 0, " Y / " �' ^,4' ' a if , 3.1 -25 a -/e- v/ 3- Y8- 91 os 2 /07CP 0 3 7 S 0 1'i!3 8 C EXECUTIVE OFFICES 3220 -17th Avenue West Seattle, WA 98119 (206) 282.0666 Fax (206) 282-0710 PROJECT LOCATION DATE TEMP WEATHER Jr eN. ` l / 2F CAST , US/.f7 itrJ aelne.te. BY iiki _1#4.NS44✓ REVIEWED`n je BY �^+ l pip I�[ - Jfi�ljf !%S4e�i✓e v /P %,5/ PERMIT /� RP/ NUMBER V ATTENTION TAY Gore v ARCHITECT CA/.1 _(i0 41*_g!/s l / �Ati✓S/ w .$3o/ -TAY /��.rleot.(r ENGINEER Pe:2 ii.77Z ,1%,,,..ve,ad NUM ER RD. N//A MAILING /P au- 3X ADDRESS <�o CEMENT PROPORTIONS c Lbs. ❑ Sacks /Cu. Yd. (Not Certified by P T. Lab) y �, y t TYPE OF CEMENT ' /AE SLUMP TRUCK /4.5 TICKET N 74 SUPER PLASTICIZED SLUMP SAMPLING IN ACCORDANCE WITH: MIX PROPORTIONS VERIFIED APPLICABLE CODE AND SPEC ? BY BATCHING SUPERVISION? PACIFIC TESTING LABORATORIES CONTRACTOR COMPRESSION TEST RESULTS 'ORT NUMBER CR 5 6 1 2 3 PREVIOUS RPT. NO c1e $ 70/? TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 DATE CAST 2 .AO- '� `' DATE I'�tAP G 1 19,y1 CERTIFICATE NUMBER d' TEST EQUIPMENT ID NO'S. AND DESCRIPTION 611 PdSr/w . - /Y.0tv.rw /P/1 ASTM TEST METHOD NO 2-149-v, PLA Of&div 4P STDESIGN RENGTH fc C -3? *very SAMPLE /t, TYPE [/Afa' lti'a'. S C'SE AGO. FINE AGG. ADMIX Lbs. l ay in. Max. Oa Lbs ❑ Per Sack Per 33'`41 ���Atdril�l� 2oy0 Y /* IS Ins AIR N/A 'vv-v % QUANTITY MIX # 3'21/ rl� RECE VEDPLE z Cu Yd POUR LOCATION AND NOTES 44 2 . 1 E - 0 2 ✓ 5 i� l r T l n , t e ' l l � „ r C a . � / v ' - Z . e ..0 a'Y o-✓ "r Fi / % i l a i vs JLAIr3 S AflateeKisf,re . 5 e 7 i s r ,.j < • � s r d i v a 0A A . W . P r l . o •C • /90.44 60,itw+5 / �E — S 7 ff! See F �. dWeeei r ,�,00e fear T G'.v y ?.— RAws ? Sxtiehe/ �.sr / o vs. 6 ZrAED �V /`�ur.P.d /�vc�.r .t C. r•vrit..D.42-sa /3P �70re�.i4411cSJl 5.0012) .P y 4 40. / e/ �yrkaA., � � a^4,7, 7 c S Z �.ti.fweez. ,4 /e>40 v,i A/.cr -g ' 4 .. 4 , .•,y dr 672S” . J ,,, .8 �•safi . .P .P IWA✓ + i p 2v - S, ser. CROW,' a riovArs ate eV SG /05'). • r WORK CONFORMS YES, NO ❑ "This report Is provided for the information of the client onty. The reproduction of this report by any method and its transmittal by any means to a third party without the written pem isson of Pacific Testing Laboratories is prohibited" This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work, Certification shall not be construed to represent inspection, approval or acceptance of other assodated work or a warranty at design or workability of the specification requirements? Certified Report by Pacific Testing Laboratories DATE CR ea2 MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. ‘ " .r /Z . 3 ( 2 - 25 - - 9/ /o rcro o 3 '7 / 47 Ci 6 B _a 4/f4" a "X/z'' 3 %dt -9/ 3 - /8- 28 28 EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282 -0710 MAILING ADDRESS PROJECT LOCATION TYPE OF CEMENT /735004074Kab 67.Poe4EAPS P. D, Z3ar 3 w 3 1 4tsv /NC/!N ATTENTION , &'r&A1•t' ...CIO 4tr I /, r4 CEMENT Mils. bs. ❑Sacks /Cu. Yd. (Not Certified by P. T. Lab) 4/99 ; SLUMP TRUCK /d •3 TICKET +Y 7 V:5"W SAMPLING IN ACCORDANCE WITH YES APPLICABLE CODE AND SPEC ? POUR LOCATION AND NOTES (71 'et A rlks' 7• /l . 7;;;POvc4ec 1' 77/4 S- r 1 PACIFIC TESTIN LABORATORIES Nir 9�i2y 330/ .5.• PURCH. ORD. NUMBER Ao(P.41C.r ARCHITECT COMPRESSION TEST RESULTS C'SE AGG. FINE AGG. ®L 10 In. Max. ®Liss. Mchf .Gwp 3 Ins AIR SUPER PLASTICIZED SLUMP /VA MIX PROPORTIONS VERIFIED BY BATCHING SUPERVISION? St 1Fee v /ovt BY '^ REVIEWED BY Jl $l1�er.w. DATE NUMBER 47,313 NUMBER ATE 'ORT NUMBER CR 56 1 2 4 PREVIOUS RPT NO C. ..-r/23 CA/.9 ENGINEER pmt CONTRACTOR L/ C./•e.1 TEST EQUIPMENT ID NO'S. AND DESCRIPTION 41 WfO•le 437,' 'A 'PAf'y'37.7 ASTM TEST METHOD NO DESIGN WEATHER /w• yy� CAST 2' 49' 7 � PIAf 0 1.041V 1112 STRENGTH IC ' TYPE LE C.* ,41 ADMIX ❑ Per Sack ® Per .s •r r R P'r i0 -, /Vo %; QUANTITY / ■0 Cu Yd MIX # w � P7•1 , ,►., c4' S /z 77/41 2:19,"&). 6 P„ . 0w7 /.e4r /o va SPC�77'i.✓ /14reg P car c Ceiv.sWevery on/ TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 C - 39 .5 DATE 2_ RECEIVED l — 9 WORK CONFORMS YES al NO 0 "This report is provided for the Information o1 the client ony. The reproduction of this report by any method and Its transmittal by arty means to a third party without the written permission of Pacific Testing Laboratories is prohibited" "This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made *thin the defined scope of the work. Certification shall not be construed to represent inspection. approval or acceptance of other associated work or a warranty of design or workability of the specification toqutmrrnts Certified Report by Pacific Testing Laboratories DATE CR89.2 MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. 4 611X/2 .2g 11 2.2 7- 9/ 7 28 28 LI » , - c. i _4 1 I CP X 3-20-9/ 3-20-9/ 4"X 12' 62) EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 MAILING ADDRESS PROJECT LOCATION TYPE OF CEMENT /4154C.1/1 G,Qnc.� e 2 SOX 3763 ,,�E�TTGE Gt44 28/24/ ATTENTION' A 6C DFiV 1402Ehior15E EXPAVS 1 J.345/ S Aict.e GLAC _�Ur ALE 40. NUMBERORD. A/. n 1� TRUCK 2_16 TICKET # SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC ? 7 PACIFIC TESTINiLABORATORIES PERMIT NUMBER ARCHITECT ENGINEER CONTRACTOR COMPRESSION TEST RESULTS TEST EQUIPMENT ID NO'S. AND DESCRIPTION e,OMP #',t N # 4 DESIGN yeZe WEAT ER /AVM Age CAST Z 9/ PLAN- De� # / STRENGTH 1C TYPE t Eezofe GteeeG. ADMIX ❑ Pe Sack Per -5 41, 10 44 ///) 3� __.. EMENT 4,• C'SE AGG. FINE AGG. //�� PROPORTIONS Lbs. Sacks /Cu. Yd. Lbs. g5In. Max. �s, AS • (Not Certified by P. T. Lab) T 4 7 9 et 201/0 ;SLUMP 3 r2. SUPER PLASTICIZED SLUMP ins AIR BYPOR•% DATE BY CAST REVIEWED 0 BY DATE aCALSOC, - /J» +7 2 Br n ht -oG4L SG PE ED # ///N.t/D' e r ;RT NUMBER CR R 9 1 8 / A PREVIOUS RPT. NO. S` iP 7 17 e2236 NUMBER ATE Q r L/.z GM/G e Md,r ASTM TEST METHOD NO. f 3 %; QUANTITY MIX / TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 2 -20- 91 MAR 0i 199 1 Cu Yd MIX PROPORTIONS VERIFIED N Q DATE SAMPLE I BY BATCHING SUPERVISION? RECEIVED POUR LOCATION AND NOTES' S / RS � YED t JF . STE . � rOR c 't'wCR E TE PL owit/T .244$r rove 310r-e -ce/7: 4 ¢T 4 ; E-1I Dr= fREe 2'E. . 4/02.t AP g 4AU /VP'1 s ,PE - 7704Js, .+ - ,-- per . - Ci"0 WORK CONFORMS YES LNO ❑ This report is provided for the Information of the client only. The reproduction of this report by any method and its transmittal by any means to a third party without the wntten permission of Pacific Testing Laboratories is prohibited" This certification attests to the accuracy of the results obtained from the actual lest performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of des+gn or workability of the specification requirements" Certified Report by Pacific Testing Laboratories DATE CR 89-2 MARK SIZE AREA (SQ. IN,) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. /g CQX l 11 2 - 2 - 9/ 3' 20 -9/ 7 28 I 1 q'r r L/ 2-0-Q fja I� lox /2 6 Y/2 3 -20 -9/ Zg EXECUTIVE OFFICES 3220 - 171h * enue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 TYPE OF CEMENT r"° SQL PACIFIC TESTIN LABORATORIES MAILING Rd. QOK ADDRESS �•.�+ J .s�"itTT� ig/i¢ 9 /29 ATTENTION. G d)e PROJECT /✓/i'eE LOCATION &•r7 ?A LAO S NU MBER D. NUMBER COMPRESSION TEST RESULTS TEST EQUIPMENT ID NO'S. AND DESCRIPTION cool? "kw A 99-3 7.3 ASTM TEST METHOD NO. C •,3 9 TEMP & DATE WEATHER /p& CAST Z 'ZD' 7/ PLANNT � t DESIGN fete SAMPL . i STRENGTH IC fete TYPE CEMENT �C SSE AG G. FINE AGG. ` ADMIX PROPORTIONS UkLbs. Sack /Cu. Yd. tubs. Kn. Max. albs. B ea • ❑ Per Sack i Psi •—rd Z 1 (Not Certified by P. T. Lab) 4 " /y SLUMP 7 ins AIR ORT NUMBER CR 5 Q 6 9 PREVIOUS RPT. NO. Slo 7 I R TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922.9299 Fax (206) 922 -1512 BYPORT CAST � Zo-9/ BY DATE DATE MAR Q i 19 NUMBER PERMIT 7 ?Q CERTIFICATEp / �Q NUMBER _ _��� eAheil CONTRACTOR 14/G � ARCHITECT ENGINEER Ayr " /e• QUANTITY IOS 1 Cu Ye TRUCK ' 244 TICKET M / 71•7 SUPER PLASTICIZED SLUMP Of MIX N +J e v a^l SAMPLING IN ACCORDANCE WITH YE-5 BY IX BATCHONG SU SION?D AOd RECE VED 2--2.1 q/ APPLICABLE CODE AND SPEC 7 POUR LOCATION AND NOTES: (REPORT GQovrixi - l) r'Om CR -5 9/8 nits ./..)Are) O,P PGACEnle n &. c 47 AVID /4/3f e ro/t/ Mores- .S ' - PR6140(3s ,ER'Z 7 . .SEC'G�t/� 5e r OF T r Cite. /NI)F/?S 4i1, Tf/--.6 r APRox7mi4 rLr S, Glob sQ Fr, WORK CONFORMS YES �NO ❑ 'This report is provided for the information 01 the client only. The reproduction of this report by any method and its transmittal by any means to a third party without the written permission of Pacific Testing Laboratories is prohibited" This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent Inspection, approval or acceptance of other associated work or warranty of design or workability of the specificabon requirements" Certified Report by Pacific Testing Laboratories DATE CR 89.2 • CITY OF *TU.KWILA :.. Ap.p.ROVED MAR 1.9 j'?' • BUIL f\IG DIVISION • - , isr F A o - 034.11 REV. approvals are subject: fio "amissI. and•approvai • of plans es - do •outhorize the v olation of • any .. • adofified. cod�::or.ordinance. R ceipt of contractor's vOlV ackno led�ed. • W , ate 440 o *• .o . co co d-• • REHov E 4ic' 6e r ova PA■tMb.O.Vr2 IIPICActi4Ct S.PtaN o1.: G1 Ttt ear U pi?o r441 br Ystat-a Ah 5G GFg.OG: S _ .. 1 .. :..... .. DRAWN NP , 1 MBF, INC. • CONSU LTING ENGINEERS CHECKEDGT; CIVIL • - STRUCTURAL s-.=•...: . MARINE - •E : .. 2909 SECOND AVE. SUITE COO SEATTLE, WA. 95121 -- •- .••••• ---- (209)727 -0900 • -:—r- t--7-01S.10 • Cf�Y..�� .ToKWttA :ep __. d -034. t 1 REV. i' J BUILDING DIVISION C 1o•1.12 7 �� as , NEV4 GrU 4 .P i4I r PA.1-1. Gc1 Trr P• C- C( 14c+ �T EL>�V. la I -10'Ve 5.)41 -• V4 406 PAP _ ,// • , -�.�. /./ 7 # d N.E.W w 1°410 1�--d f.IE i w 10 .� µ.ms Iry 1 2 EN.n _.off .A0•0401,4641 . ate s 1 4 IC7L ..1e MBF, INC. • CONSULTING ENGINEERS • CIVIL • • • STRUCTURAL . . . .... - MARINE 2505 SECOND AVE. SUITE S00 SEATTLE, WA. 96121 • (205)727-9100 sion ito 4, 411 . M ) Dr•wm 134.04 =1 ",4 `�i� OE I `4 M a.t• GtzC3 orris s c 4 —a m ad, • M # Tv oe GALV. 'STOOL. Z)' W c Ris4711* 'Ta ?toles 01.1M: art ?toles Arrr Z4 w /Y10 I Fi LLt1 We) C T WALK r t%'1 l kick DATE 3 -I ). 15A AWN - .1/.P-" CHECKED GT SHEET- - 2 011116" ; sAioart e?A5e f . 1 "x5V2?*O'--IO w/ 2- V2." cp EOLT5 (PROVIPM I -00LT BA ..451 DE O( TUB4AL:TORNA pM . FL JGP t/4 "STIFP;_ Fe. (Ti'P. COL. 4.1CATIO1.1 CITY OF TUKWILA APPROVED '0? 19;'1 B ILtING DIVISION! TS4x4x g /1�o - SECTION • 344 ASS "fa -'2 •Fca2. c t'l,C�i�J GUS i 4x0 � v c ,. arty W i.r OM I TT OP #Ort" GL.ARIT`'i' REV. ‘vizecEmo 4. BF; INC. . 46. CONSULTING 'ENGINEERS: CIVIL STRUCTURAL . MARINE 2506 SECOND AVE. SUITE 500 SEATTLE, WA. 06121 • - (206)727 -0600 DATE... N. CHECKED VT SHEET ,IO. CITY OF TUKWILA I' /2u s 1 O" APPROVED IAT\ 1.0 1991 BUILDING DIVISION PRD II D IE is"T2.7TURNSUGICLIS PO R x/4'0 ROD - r Rti1IesUG ¥ .1-* 1.0961 81 S 9 Q . 0 REV. DATE N V CHECKED 4, 4 4.40gX LAM ar M I • • MEW, INC. • CONSULTING ENGINEERS SHEET . CIVIL. STRUCTURAL MARINE r ' 2404 SECOND AVE. OUITE 400. SEATTLE, WA. •4121 (20•)727-9S00 10- CITY OF TUKWILA APPROVED MA 19 1:-ni ED B ILDING DIVISION REV. ; • " " " MBF, INC, • CONSULTING": ENGINEERS CIVIL STRUCTURAL MARINE 2605 MONO AVE. SUITE IMO IIIIATTLIL WA. 11 C200727.41100 DATE IrKWW.."401; CHECKED 04 SHEET • • • 55 oF le ,• • • • •. • .o. CITY OF TUKWILA APPROVED MAP 11) b BU DIVISiON e.E N c TGT- j ..._10as t lInf ep itt aii. O. F/10 WA4"..9 • ec2.0 . 11 • REV. AlC.011451:1.M17.`1':', Cc4-4x:›15F46 -C • • me.Loc;tet.r.TIC*4 . . • MBF, INC. • • CONSULTING ENGINEERS • IF CIVIL STRUCTURAL MARINE 2506 SECOND AVE. . SUITE 400 SEATTLE, WA. 96121 (205)7271.9400 DATE Atie I --- VA A W N %CP" CHECKED 41' SHEET -• ! pr. ...... .. . ., lo • •. . • . • Ro•0 4.ii REV. . CITY OF TUKWILA •APPROVED ANN' D E3UILDING DIVISION SC iIQN fir• - - - - =_ 2600 SECOND AVE. SUITE 000 SEATTLE. WA. 00121 CIVIL STRUCTURAL • /I aY1 R cTlot4 130L1 A S N >l:MP TS 44++c o /1Ro w/ SAP I v2. 5 ax0 =-s'! 9 aostitt .141,34 4.124ic: 1Z4s •...- Laro.A. MBF;' INC. • CONSULTING ENGINEERS' MARINE (306)727 -0600 0 WAs;;;• : F9 r!� ► moo: 1' CHEC E $ eTra 01 0.4/ 34 REV. - I .I ..'d _(%)T . 3111'!1 /,. I ML . -Ga L L5 "D.4 �. Ve Art•i• ROfK T61� CITY OF TUKWILA •APPROVED MAR U 19 Bu!L 7! G DIVISION Vs' 127424, s' I A I: ■3.111610000111111MORK 1"=,1k-a" _ _ .._ • Ft- 41-T Make RAIL Ft 4h145 MBF, INC.. • .. CONSULTING ENGINEERS L 1 CIVIL BTRUCTURAL _.. • MARINE 2606 SECOND AVE. 'SUITE 000 SEATTLE, WA. 04121 • : ' . C2os m- 0000 DATE DRAWN�s_ i CHECKEDGT PHEET^ r- 7-;:-: ao 434.11 .. .. • • CITY OF TUI WILA APPROVED lop 1U 19aI ' /d �. 4 .�f' DUI DING DIVISION - GENERAL STRUCTURAL :NOTES •• • - - -• • "'ALL CONSTRUCTION SHALL CONFORM WITH THE UNIFORM BUILDING CODE (UBC) - ; 1988 EDITION. •: • . DESIGN LIVE LOADS: ROOF . ,_ 25 . PSF (SNOW) BASIC WIND SPEED 80 MPH .(EXPOSURE B) SEISMIC • ZONE 3 INSPECTION: INSPECTION BY AN APPROVED TESTING LAB SHALL BE PERFORMED FOR WELDING. SHOP DRAWINGS: IF FABRICATOR'S SHOP DRAWINGS DIFFER IN DESIGN OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A WASHINGTON STATE PROFESSIONAL ENGINEER. SEAL AND SIGNATURE TO BE AFFIXED PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR REVIEW BY ARCHITECT. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS BEFORE SUBMITTAL TO ARCHITECT. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNER FOR REVIEW. (ALLOW TWO WEEKS FOR REVIEW.) STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE ASTM A -36, fy - 36,000 PSI EXCEPT PIPE SHAPES SHALL BE ASTM A -53, GRADE B, TYPE E OR S, fy - 35,000 PSI AND TUBE SHAPES SHALL BE ASTM A500 GRADE B, fy - 46,000 PSI. DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "A.I.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ". ALL BOLTS SHALL CONFORM TO THE LATEST ASTM SPECIFICATION A307, BOLTS 3/4 —INCH DIAMETER UNLESS NOTED OTHERWISE. ALL WELDING SHALL CONFORM TO THE A.W.S. D1.1 -86 "STRUCTURAL WELDING CODE ". ALL WELDS SHALL BE 3/16" MINIMUM UNLESS OTHERWISE NOTED. WELDING ELECTRODES SHALL BE E70XX LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL —ARC WELDING OR EQUAL ELECTRODE FOR OTHER WELDING PROCESSES. WELDED JOINTS SHALL CONFORM TO A.W.S. PREQUALIFIED JOINT DETAILS FOR WELDED CONSTRUCTION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. ALL WELDING SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS. . ai 2606 SECOND AVE. SUITE 600 'SEATTLE, WA. 00121 (201)727 •0000 14 OJS iE�; U) .1b1 REV.. Icm L.rOG,d'T1c * 4 MBF, INC. • CONSULTING ENGINEERS CIVIL STRUCTURAL -..- ... MARINE DA � DATE W N YP CHECKED 4 .1 SHEET 0 10. 4 CITY OF TUKWILA APPROVED M 1 9 .1a, I•31. . 11C BUILD IVI SIGN 16 • . MISCELLANEOUS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE ;COMMENCING WORK AND BE RESPONSIBLE FOR SAME. MBF DOES NOT WARRANT ANY DIMENSIONS. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACTOR AND /OR MANUFACTURER'S FAVOR BY VIRTUE OF ERRORS, AMBIGUITIES AND /OR OMISSIONS WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARATION OF BID ESTIMATE AND DIRECTED TO THE ATTENTION OF THE ARCHITECT IN A TIMELY MANNER. ANY ERRORS, AMBIGUITIES AND /OR OMISSIONS IN THE DRAWINGS OR SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY IN WRITING. NO WORK IS TO BE STARTED BEFORE CORRECTION IS MADE. (U.N.O. i UNLESS NOTED OTHERWISE.) THE CONTRACTOR. SHALL PROVIDE TEMPORARY BRACINGS AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL' AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN. ON THESE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT WRITTEN. PERMISSION PROM THE ARCHITECT. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND CAN BE REPRODUCED ONLY WITH THE PERMISSION OF THE ARCHITECT, IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAMES AS ARCHITECT. REV. MBF, INC. • CONSULTING ENGINEERS CIVIL STRUCTURAL • • MARINE •-. -• 2506 SECOND AVE. SUITE 600 SEATTLE, WA. $6121 (206)727 -6600 DATE ° • DRAWN ,'R CHECKEDa SHEET - STRUCTURAL CALCULATIONS ASSOCIATED GROCERS WAREHOUSE SOUTHERN EXPANSION CONDENSER RELOCATION CITY OF TUKWILA APPROVED tvIAR 10. 1 .:, ` ; AS NOTED BUILDING DIVISION MBF, INC. - CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 (206)- 727 -9600 MBF JOB NO: 35.90.034.11 DATE: March 13, 1991 for p MBF, I CONSULTING ENGINEERS 2505 B OND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECTM. gF HOI.K E - CO/1 bEAg Z ,OGAT/ dN BY Gi9r DATE 344 /9I CLIENT C / Q A f L-ANJ nF 1 S TINCr STJrlrL F2AvvI NCr, I_ i (206)727 -9600 FAX (206) 727 -9610 JOB NO.3 JQd, a34, I PAGE I OF G� 0-205 rfrv(y Go^'DESd . C. WO 11.) 44"4 (doh 1CD crp o 1 EvEzsE LEA *ioAJ of C-avb en.So 2 P.1 M T Fogwl Z k' ?GvFinJ Fa✓I , • ,g >et Srte STeeG Firtivt1 {NG- T � iN Orv- TE24Eh _______ I - [ MAR 14 1991 . " TUK'MLA k,� 4y,f'.1 ..►=,NC 01.96 (90Z) XVd 0096 (90Z) 2 30Vd I fra Vis 'ON eor C/TVE 3.LVO AEI -.kg • .1 '511 % .10 .;0/ ( ?T ) 514111 4 I .94 (" -svv0) )-12zIo 2 2 o (NI cl 2ij 51. r - 7 4 01 1 7 026 NO/eNIHSVM SILLY3S 009 ains '311N3AV aro, 909Z S2133N19N3 %ammo 'avg ge-xchti •vA • ti se 1; ( o_ = I t d 1 *VOA/N:112 ('JI St0007 Itoi-QtaA -UN? resap07:713.1 35/ • .11.N3110 103rOkid .‘... „.. „ • • ,• . .,•• , • ' • „ , „ ".••• •-. , PROJECT PtIjr, CLIENT COI.- F ia V Ezr• LMhS R:= (1_3 z MBF, I CONSULTING ENGINEERS 2505 S . OND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 Gz.,v TEZ &Avv p-( 5ov..1 L= Z ) 1 A � F ' ,i:' o /4- Pr \eJ /(49 k 7 a= I z 8) g, zS — s4) R'. 1c. / l 4A.1e _ Zf, 5 (13) 1 Z. 15 14. 1=f 3Py /3 7'v /Lid Z ) S(1zoocf r to. Z. 1eSI (1133 3 /i Le s t BY �' 4,-r' (206)727 -9600 FAX (206) 727 -9610 DATE 0112 j4 JOB NO. GlO. 0 34 , • I I PAGE .3 OF j A � 1 # Sri �(' t f- 65( t = Z g 5 k P� ?L �.. L r i • FL. 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(1,_) c) i t -7i 0 3/�, �JiD<I2 S,� = !D•�i�h� - Tj = (D. 06)(.(1, 332e 0.21(c. s 5 k.uQ = b, F:3 I 1.1D" 12 - Co ,O i I , 2 f- = 0.22 24cD p MBF, IN :ONSULI1NG ENGINEERS 2505 SE ND AVENUE, SUITE 600 D117 SEATTLE, WASHINGTON 98121 PROJECT 4 , � . 1.0 ARS M -1 BY �� DATE 3 // / qi CLIENT COA JOB NO90,(7 1\ PAGE "' _ OF - Timmy 1 7 4x4x�i� � I t (40, E r65uvs P114 I Cc 1zo s4 12o ?50 1- 640,s )(0,SV I S ) 2 (.,L,, = ( A O . S V P X 1(1 t ) 4050 4 136D Pr-ub (206) 727 -9600 FAX (206) 727 -9610 Fag- Cvl_ i i ,4. �LtL,L* +. so Ds) = �` 1'1 I , u-X 0,-75 = I ,025'x CH c oL ur-�tr -J G itv-r-rcr^ = I D G -roe (C0'.. $1 \ 111 II 6 • Cet21 r 3, 1.4;") -:-7(-1 76 1 ..% 7 -Z , FrYJZ"ir s) . I Cam = 2 POe<I� Zr. 1 1, = t 2.1r lx>o'›;frA _ I Sid. 2� � 13 `,� Pt. cot ='2 fl v ca : 4. 147" 1 .4T1'j!hz ?.771 USE 1.co -1A 1.(4,- 2 ,o2._"73 z ,yfl ' — f t, F - G.•(o2s `yj n2 i.2s I + all 0, h- I .c� o- ,a�� � 3v . 3Go JO F3 30Vd I I . 1°E0 'A0 'ON sor lb( s yE 3 1Va O196-LZL (906 XVv 0O96 (902) 5 /aQ (,/ 5 )E 8'2 = (;o ) L 10 "'' <1. .(R/plC,► ? + ,d L'2 + '� °', (' �p) 22L2 - f cvlA407Q 7 o% f/ " 1' .L.rov rv*14 �o►J Vt 1N3I'10 -9-a 103POdd 12186 NOlJNIHSVM'3111V3S ( Q CIA 009 3Ut1S '3(lN3AV aN'. S•909Z y l SM33NI N3 JNIl1f1SN0;:' NI'38W p MBF, I . ;ONSUNG ENGINEERS 2505 S ND AVEN SUITE 600 c SEATTLE, WASHINGTON 98121 PROJECT a - , Ire, Ll.) L )GS c OGf r- BY CXi' DATE g / /zi 9, CLIENT GNP' JOB NOFIC),(:)S4. 11 PAGE c i OF q Co' a4O g.A+tL'+OeSt(L) u5G Izx.17ix O-S EtJ Fog / cor S K = I,SIn _ 1.2G, n = d ,21 a,,,¢ 12 ( UG, FO C,ug.v by ,5,6 = o. = o, 1 \LA- = 0 O• on (mil pru.L4,vJ = 6) 13(0.6(e›)C L 'i 11 G3 1 , r\_ rte. I I n -k., ©O2bfpr- v .C� 61 Ire-k. - mAx.= 14;F r-oe- 07 iLvEf2 M = ( %) Cam, t4o u In -IA- ©.840 1 -� I o Pt5S0 cs>r- 1P(z6 L) - �►�t� -_' e7 - F IL,S �O O -S *, r) -rs rJSl�►J T9- Lk_ - THE L1::)" O PSf' Cam. 7c. z 2fl) 240 I L =2onI - 4 2400 2`b 1,57 1G 2s"? 1..b 1,619 (206) 727 -9600 FAX (206) 727 -9610 misme * * REVISION SUBMITTAL March 14, 1991 DATE PROJECT NAME _ ADDRESS CONTACT PERSON ARCHITECT OR ENGINEER CNA ARCHITECTURE GROUP PERMIT NUMBER 6238 (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: SUBMITTED TO: C CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 ASSOCIATED GROCERS - PERISHABLE WAREHOUSE SOUTHERN EXPANSION 3301 S. NORFOLK, TUKWILA, WA. DAVID P. HOLMES PHONE 882 -6060 90 -311 ONTO EXISTING STRUCTURAL FRAMING AND OPERATING EFFICIENCIES. C PROVIDE NEW MAINTENENCE PLATFORMS. RELOCATE EXISTING MECHANICAL ROOFTOP EQUIPMENT THIS WORK IS BEING DONE TO PROVIDE INCREASED NOTE: THIS MECHANICAL WORK IS BEING DONE UNDER A CURRENT MECHANICAL PERMIT BY SEATTLE REFRIGERATION. ARCHITECTURAL: A 0.1, GENERAL SHEET NUMBER(S) STRUCTURAL: S 1 through S 10 (incl. Structural Calcs . ) 'Cloud* or highlight all areas of revisions and date revisions. REFRIGERATION: R 1 KEN NELSON � ' , A1 ".15i91 III Mahan &DeSalvo CONSULTING ENGINEERS February 14, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 o 1 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 624-8151 (206) 6248150 6��2r m i (0..@ Regarding: 90 -T -15 (Associated Grocers Southern Expansion) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Revise the Structural Notes on Sheet 6.1 so that Structural steel shop drawings are not to be sent to the City. 2. Provide calculations for the foundation capacity to support the additional catwalk and condenser loads. 3. Section K /S6.3, which is cut on the Low Catwalk and Condenser Support Plan, is not shown on the drawings. Please clarify. 4. Force F, Shown on page 7 of the calculations, does not appear to include the seismic force due to the small condenser. 5. Clarify why the loading to beams 4 -7 is from the 4' wide catwalk. 6. The framing members calculated on pages 9 -14 do not correspond to the member sizes shown on the drawings. 7. The calculations on page 24 show that the W16x36 beam at grid 'C' is not adequate. Submit revised beam design. 8. Clarify how the large condenser support framing is attached to the existing building and what the effects are to the existing diaphgram and shear walls. Show on the plan view where the original building is and which framing and walls are part of the addition under permit number 6238. 9. Clarify how seismic forces in the framing are transferred to shear walls and the foundation. 10. Call out the length of the weld between the 3/4" rod and the plate in Sections A, E and G on Sheet S6.2. 11. Check column capacity for the load combination required by Section 2722(d). 12. Provide calculations to show that the tension rod bracing and the connectors meet the requirements of Section 2722(g). r. yc 1J F E.B 1991 csor �,-." TUM..•4iLA 131_1\tiMINIG DEPT, February .14, 1991. City . of Tukwila.. Re: 90 -T -15 Page Two Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised 'calculations, as required. All status inquires are to be directed to our receptionist Carl.Geig CAG:R1 CNA Architecture: Group 3050' 152nd Avenue NE Suite`600 Redmond, Washington 98052 Sincerely, DATE January 4, 1991 CONTACT PERSON DAVID P. HOLMES CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL PROJECT NAME ASSOCIATED GROCERS - PERISHABLE WAREHOUSE SOUTHERN EXPANSION ADDRESS 3301 S. NORFOLK, SEATTLE, WA. PHONE 882-6060 ARCHTIECT OR ENGINEER CNA ARCHITECTURE GROUP PERMIT NUMBER 6238 (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: SUBMITTED TO: 90 -311 ADD STRUCTURAL FRAMING AND MAINTENANCE PLATFORMS TO EXISTING AND RELOCATED MECHANICAL ROOFTOP EQUIPMENT FOR INCREASED OPERATING EFFICIENCIES. A 0.1 - GENERAL S 6.1 - LOW CATWALK PLAN & DETAILS SHEET NUMBERS) S 6.2 - HIGH CATWALK PLAN & DETAILS "Cloud" or highlight all areas of revisions and date revisions. L1 -1505 - EVAP. COND. RELOCATION & DETAILS (SHOP DRAWING BY SEATTLE REFRIGERATION) STRITTUPIL CAT f:ITT ATT(IAIR o- RECEIVED CITY OF TUKWILA JAN 8 A PERMIT CENTER PROJECT NAME ASSOCIATED GROCERS - PERISHABLE WAREHOUSE PROJECT NUMBER 258.5 SOUTHERN EXPANSION DATE JANUARY 4, 1991 TO: CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 6200 SOUTHCENTER BOULEVARD TUKWILA, WA. 98188 ATTN: DENISE MILLARD Prenignak figfaLe R .CT. AA'. G... &.H FOR EXISTING & RELOCATED MECHANICAL EQUIPMENT i n: Pit ARCHITECTURE GROUP ■ ti ir�r�l%W dx��?�x1 "• ;,ar�}71 ° ^` ;.p+F�'�s;sa+�? » .. FOR INCLUSION IN BUILDING PERMIT Suite 600 3050 152ND AVENUE N/E REDMOND, WASHINGTON 98052 TELEPHONE (206) 882.6060 FAX NO, (206) 869.1592 EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282 -0710 MAILING ADDRESS LC S�`+: / / 1 MITE 77 CEI4TIFICATE /'1 JC/9 �•� �� T ¢ E`i�� ``� ... NUMBER /I��V �' J,�• / /� ARCHITECT CNA PROJECT /7► p6 k�Q�/1►&. �PA4S` ENGINEER /' / CONTRACTOR 111 (C►� C 4 ATTENTION: my ( A / LOCATION Ui S AVV NUMBER RD• /xF M,4iurv6 SysPcc7r4✓ OF kl.gaI2VOsG= ' E 4�rs�o�v IV4f /4P7 7d iSR A/414 S134(7 a/v T 4246 0.4Q/ S S cv //vsio e',7 /) ,6.2 / /At SS4C -4V .411/0 S'7 %W J44 /1/.4 1414s 1/V Aacer /4 /1/r O Cv171l - C' -- S ,dc 74/41- Oil/ Siff T /I4irr1444- S3, ), S72.4p 1 1.V& •4s!f, fit/ L/ ?/G - kew g <D,/v/e r ASTM TEST METHOD (AS APPLICABLE) EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) LR 894 PACIFIC TESTING LABORATORIES C REPORT NUMBER LR 619 7 3 PREVIOUS RPTT, NO BY PORTED 67s� DATE REVIEWED BY TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 DATE WORK CONFORMS YES . CJ NO El This report Is provided or the Information of the client only. The reproduction of this report by any method and Its transmittal by any means to a third party without the written permission of Pacific Testing Laboratories is prohibited' "This certification attests to the accuracy of the rswtts obtained from the actual tat performed and/or obwvations made within the defined scope of the work. Certification shall not be construed to represent Inspection, approval or acceptance of other associated wqk or a warranty of design or workability of the specification requirements' Certified Report by Pacific Testing Laboratories ' / FIELD CONTACT: DATE DEC i •1m144:. DATE U,''1r10 3 in' (. .., EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282 -0710 MAILING ADDRESS LC S�`+: / / 1 MITE 77 CEI4TIFICATE /'1 JC/9 �•� �� T ¢ E`i�� ``� ... NUMBER /I��V �' J,�• / /� ARCHITECT CNA PROJECT /7► p6 k�Q�/1►&. �PA4S` ENGINEER /' / CONTRACTOR 111 (C►� C 4 ATTENTION: my ( A / LOCATION Ui S AVV NUMBER RD• /xF M,4iurv6 SysPcc7r4✓ OF kl.gaI2VOsG= ' E 4�rs�o�v IV4f /4P7 7d iSR A/414 S134(7 a/v T 4246 0.4Q/ S S cv //vsio e',7 /) ,6.2 / /At SS4C -4V .411/0 S'7 %W J44 /1/.4 1414s 1/V Aacer /4 /1/r O Cv171l - C' -- S ,dc 74/41- Oil/ Siff T /I4irr1444- S3, ), S72.4p 1 1.V& •4s!f, fit/ L/ ?/G - kew g <D,/v/e r ASTM TEST METHOD (AS APPLICABLE) EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) LR 894 PACIFIC TESTING LABORATORIES C REPORT NUMBER LR 619 7 3 PREVIOUS RPTT, NO BY PORTED 67s� DATE REVIEWED BY TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 DATE WORK CONFORMS YES . CJ NO El This report Is provided or the Information of the client only. The reproduction of this report by any method and Its transmittal by any means to a third party without the written permission of Pacific Testing Laboratories is prohibited' "This certification attests to the accuracy of the rswtts obtained from the actual tat performed and/or obwvations made within the defined scope of the work. Certification shall not be construed to represent Inspection, approval or acceptance of other associated wqk or a warranty of design or workability of the specification requirements' Certified Report by Pacific Testing Laboratories ' / FIELD CONTACT: DATE DEC i •1m144:. DATE MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. A X x/2 2 .z ? // - 2x - 9 0 / 2 -/ 4L'9 0 7 p. z- / / ysc- /6 rTb_.0O y©co rz v G..1_ 8 C / / 2 - /f-- q) 2_3' 1 --- )s' 0-00 CS c? c...,,- \\i u\+) V e• 1994 EXECUTIVE OFFICES' 3220 - 17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 MAILING ADDRESS PROJECT LOCATION A oG/ 4 T 140 GR o r{ F.' BDi 3 7 C TESTING LABORATORIES -Cr/17T4-1; WA. q g ! 2 �f ATTENTION' i A t Goo O 4.5": N .W,iR r Novst APAUSI Oil,/ KPU MB ORD. _�P!` K/ l N UMBER ARCHITECT ENGINEER CONTRACTOR COMPRESSION TEST RESULTS TEST EQUIPMENT ID NO'S. AND DESCRIPTION C°n7 P m,1 eft /9/ ' At N 3 7S TEMP. & h/0 o in cAJ7 DATE WEATHER CAST CEMENT PROPORTIONS ❑ Lbs. ❑ Sacks /Cu. Yd. (Not Certified by P. T. Lab) q9 4 TYPE OF CEMENT • SLUMP POUR LOCATION AND NOTES. Certified Report by Pacific Testing Laboratories CR 89'? /! -47 -9 0 PLANNT o G F 4A/ TRUCK l TICKET # 1/ 2 o SUPER PLASTICIZED SLUMP SAMPLING IN ACCORDANCE WITH 7 5 MIX PROPORTIONS VERIFIED APPLICABLE CODE AND SPEC.? BY BATCHING SUPERVISION? I N 6 5 86 ' oiv // -7 -qa �f ; /9a. t/voipK s4/dia1 ?R T ^ ca vra/Q/!J /ac/ ins AIR JRT NUMBER CR 5 616 7 PREVIOUS RPT. NO LR ZS Th BY REPORTED 5- /T14 BY V PERMIT NUMBER DATE CAST ATE TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 /I -/9 -40 It- oZ'r7 - SO CERTIFICATE q o D q a zs NUMBER Cows ASTM TEST METHOD NO G - 3 /.. 9 ' 4' 3, / 72- DESIGN 3 0 0 SAMPLE Z. / 2 STRENGTHfc w TYPE C'SE AGG. 3 �y FINE AGG. ADMIX El Lbs. ❑ In. Max. ❑ Lbs f4• ' ❑ Per Sack ❑ Per 2o ti / ' Dir ',' N-o N 2 5'5 k'R- 5 QUANTITY MIX DATE SAMPLE RECEIVED Cu Yd 5 2 4 1 w 77; v/ 6R4ITP /',iAr7 5/Q f -/6, C - /d f ,D -/6 •• 1:.40e /9,i_on/X r. Sr/ Nor WA 445* C£ L//vr} FRrt'J £ R 'f 4 t/Nc FOR G01-4 STok d r. i9F STttt / if/ OL/S . /.vS'/'t ,"(R r9Ppiy Ovtn 10L.q/vf St t L.R 6.sF0 / a,j /Us SUP Pl.ASr /e/ zrR /a,•Ptt? o.V $ /n r o / 4 P P R O v trO P L A J V S / 9 8 Y WORK CONFORMS YES NO ❑ This report is provided for the information of the client only. The reproduction of this report by any method and its transmittal by any means to a turd party without the written permission of Pacific 'song Laboratories Is prohibited' "This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requiromenta' L DATE C E LLi `' t. MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT STRENGTH CHECKED LBS ULTIMATE PS I 14 4X/2, 2. $ r 2 "? V / / / / 5 /. i 2 /D - 7 .2 $ 2_8___ o Lf a o 0 ► S�.��`f> t o g Cr-4 c 3 8 © 5 3 TS 0 _ - C - . 1 ( 1 C>1_ C EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282 -0666 Fax (206) 282.0710 PROJECT LOCATION A . G, - xca>F C'SE GG. PROPORTIONS Lbs. 0Sacks'Cu. Yd. Lbs. El In. Max. (Not Certified by R T. Lab) i 1 c 4/ /y 20,/c) CEMENT TYPE OF CEMENT �1 . TRUCK l 6 L TICKET # 68 7 €44 SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC ? �� S Certified Report by Pacific Testing Laboratories CR 89-2 f SLUMP PACIFIC TESTING LABORATORIES ADDRESS VIE S i.ci A 3 ! 63 BY s I � • a TE f c -( 5Y) Sc 7) - ; ` c, - s G� PERMIT : , , .�!�' 3— CERTIFICATE / / 8Y.2 y NUMBER'• � %1 { vv NUMBER c6a S• Ov ss ATTENTION' /, 4Y r 6 ' 00c e4) p f��r9?G / ve-4 L- TNS!Qn ENGINEER P J -J 3•�0! S w �, i �-� F !�� PURCH. ORD• 'i' / ] NUMBER COMPRESSION TEST RESULTS TEST EQUIPMENT ID NO'S. AND DESCRIPTION ..P /H/ �1A 4. y V373 WEATHER so I- y SQ CAST // 9 PLANT d CGG/1J FINE s /935 O Lbs SUPER PLASTICIZED SLUMP ins AIR MIX PROPORTIONS VERIFIED BY BATCHING SUPERVISION? ARCHITECT �• //' /�/ CONTRACTOR _G C /4.4. ADMIX // 0 Per Sack a er • ASTM TEST METHOD NO DESIGN STRENGTH lc I 'Cbr7 1 BY PORTE • /. CAST p/r2 /y %; QUANTITY Cu Yd IEPORT NUMBER CR 5 4 0 3 5 PREVIOUS RPT. NO. 4!s .S1" 7 2 - MIX TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922-1512 C- 3� SAMPLE TYPE LQ k .1 S' 2 K DATE SAMPLE RECEIVED POUR LOCATION AND NOTES. PC— C p 2 '-- /6 . ?,19.7& s 7 ,- - / A d fJ L. ( ,�r ho"c. /PA to n.. .477 A// sy n r J( G el. /h 7-,-c oat S M e4:7 c J �P cC. .,v CI C / Co daaac / I 1 �►pNNOG' c-' P/AV(, CO ,�/G /r1�G rf4//4 $ pI1 d ex PL.ln►1 / Cry( y ! k l�4�cJ. / fl 4 1 'I l i `I I WORK CONFORMS YES %NO 0 "This report Is provided for the information of the client only. The reproduction of this report by any Me/ I 1 M '110)021 r a third arty without the written pennisalon of Pacific Testing Laboratories is prohibited" .. ; L. • '• "This certification attests to the accuracy of the results obtained from the actual lest performed andlor oiservatiwna made within the defined scope of the work. Certification shall not be construed to represent Inspection, approval or acceptance of other associated work or a warran • ign or workability of thri specil -- —... -, . PACIFICE TESTING LA8nr. :. '."); .: ` DATE L "V PROJECT NAME TYPE OF REVISION: SHEET NUMBER(S) SUBMITTED TO: DATE January 17, 1991 * * REVISION SUBMITTAL CONTACT PERSON DAVID P. HOLMES ARCHITECT OR ENGINEER PLAN CHECK NUMBER 90 - 311 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 ASSOCIATED GROCERS - PERISHABLE WAREHOUSE SOUTHERN EXPANSION ADDRESS 3301 S. NORFOLK, SEATTLE, WA. CNA ARCHITECTURE GROUP PERMIT NUMBER 6238 (If previously issued) PROJECT SPECIFICATIONS SECTION 07900, JOINT SEALERS -- * Add 2.01, Materials, N; Silicone Fire Stop Sealant: Dow Corning 2000 (See Attached Spec Data Sheet) - At conduit penetrations. "Cloud" or highlight all areas of revisions and date revisions. Ken Nelson, Plan Checker PHONE 882 Cfr( Of 11011 J Ati 2 1 1991 r, r v * Add 2.01, Materials, 0, Two -part Polytremdyme Terpolymer Sealant with Cerablanket infill: Tremco Fire - Resistive joint sealing system (See attached Spec Data Sheet) - At exterior wall panels along Gridline 16. MAILING ADDRESS PROJECT LR 19-2 ° :1C -0111M NOV 2 EXECUTIVE OFFICES 3220 -17th Avenue Weft.-- Seattle, WA 98119 (206)282.0668 Fax (206) 282-0710 FIELD CONTACT: ASTM TEST METHOD (AS APPLICABLE) EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) Certified Report by Pacific Testing Laboratories - PACIFIC TESTIN LABORATORIES /I�lo c &vet ce rs �! O. fox 3763 �rn�} le WA QB1 y ATTENTION: Ray d Ile ei th PERMIT NUMBER ARCHITECT / c S J, I . E. Z. LOCATION 3 Sr �C�CC �` .i r NUM ER RD CONTRACTOR W • in `- 4 r ENGINEER c A tlev ( O ec � 2 ldi i vi OC 1 -: /� - ti es A+ a 10 e � � fa �Neji __ r _ �z�•L als o cti e k a ca f1 a 1.41 e e.c4 & 44 tote u� r a1�Q: o , All �eW; was ; L >t 5pet5 ata W s ue, Q1( rejc e J ' $ Haf a e• �R a'S75 e ar a c loth 4.14 <e �J r`�'L hOro& ek'laws f spe cS RN cY A k)5 d/J "This report is provided for the Information of the client only. The reproduction of this report by any method and Its transmittal by any mans to a third party without the written permission of Pacific Tossup Laboratories is prohibited' "This certification attests to the accuracy of the results obtained horn the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, soprani or acceptance of other associated wort or a warranty al design or workability of the specification requirements' REPORT NUMBER LR p 65 ,' PREVIOUS RPT. NO.r R 5145.3.5" . �jC5.3s TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 REPORTED p h BY atko gii. DATE HO ! - [ � I ? REVIEWED V ..���1! BY DATE CERTIFICATE q/tiap,403.5"' NUMBER ! V WORK CONFORMS YES NO ❑ DATE NOV I 9 1990 DATE EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282.0710 MAILING ADDRESS LOCATION LR 194 C PACIFIC TESTIN LABORATORIES ,eiss, ;.14-e lT 4G Cr S P- d xiox 37G 3 ATTENTION: RA/ C'oc,ct, 23o S 14 /1 =V RD. ASTM TEST METHOD (AS APPLICABLE) EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE) Certified Report by Pacific Testing Laboratories FIELD CONTACT: C lEPORT NUMBER LR 5 5 2 PREVIOUS RPT. NO LA c 1f 72. TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 REPORTED // DATE / //2 BY � BY DATE NOV 1 9 1995 PERMIT NUMBER 6, 3 7 NUMBER CERTIFICATE / c/a 7, c3d3— C 44 ARCHITECT PROJECT 4 ! D )sl'ey✓ ENGINEER R CONTRACTOR v l r 44 c A) S/7 v't r ,', j Q, c zv / sp r `l r¢y or rr c /.ls o N 7717 R CXtc-/;1 wells f�i^a�+ �J-d 4",c. s v — y / c- & A0/50 - 12- c.,„ ? 0 s-r.cl 4:1-r .2_2` /6 OA) 0 %•ie re se. 1-1- a 47 / h TA Ar // 40E4.3.1 WORK CONFORMS YES ❑ NO ❑ This report Is provided for the information of the client only. The reproduction of this report by any method and its Uansmittal by any means to a third parry without the written permission of Pacific Tenting Laboratories is prohibited' `This certification attests to the accuracy of the results obtained from the actual feet performed and/or observations made within the defined scope of the work. Certification shell not be construed to represent inspection, approval or acceptance of other associated work ore wenany of design or workability of the specification requirements' DATE 4.4991— DATE EXECUTIVE OFFICES 3220 -17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 A16. PACIFIC TESTIN LABORATORIES MAILING Q Q. oX .3243 ADDRESS Sea. k AJA.. 9842 ASTM TEST METHOD (AS APPLICABLE) Certified Report by Pacific Testing Laboratories FIELD CONTACT: LRaa2 'iEPORT NUMBER LR PREVIOUS RPT. NO. C R Sin 8 7a. RREPORTE L3.SCftd DATE /117)9D BYVIEWED DATE N O V ! Q !�L PERMIT NUMBER 6 2-7 t , I NUMBER CERTIFICATE yO � ^QTY ARCHITECT ATTENTION: e NTIONN: (L y G 01 PROJECT 4.114CSJ.0 a.►; t FX S L ENGINEER P. i . .1 .---+ PURCH. ORD. LOCATION V l 1 a. r NUMBER CONTRACTOR (A G ti r k TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 $:'te cti ce l l ues.i c 'Cc re•cl I is 'o.tz. C � Jo i AJ ee.. �4.� 4�1Grc' Z�i x \ b, r• /cmu et .'i-ti !_ ka_us i1Z.1 aje a Adjk-41J{ Yef o A. r , v. el //�� i! J < r 1(4 7 lJ c�rS kJ t e. a.h o ; N I I.-4 c , /1 i/ ; rL : +9 c Tr.d 410c t� Ariy La. c6cI +0 L , Q N-� 40 Spec C; c•.4 oN3_ EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE) WORK CONFORMS YES ,.NO 0 - This report Is provided for the information of the client only. The reproduction of this report by any method and Its transmittal by any means to a third party without the written permission of Pacific Testing Laboratories Is prohibited: `This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements: DATE NOV 1 9 1996 DATE MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. k/2 1 Y 74, 2/2.... Z8,7 0 /0 -'2 5 / /- / - // -. /4/-4a 7 2? 2- p-7 /S a-0 / 9DSo —o /$ S a-4o 5 0-0 0 6,ry 6 y YQ «4 &' � (^ .0 G (9 EXECUTIVE OFFICES 3220 -17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 MAILING ADDRESS TEMP. 8 WEATHER 5S o ovLRGdJ'rDTE CAST CEMENT PROPORTIONS ❑Lbs. ❑Sacks'Cu.Yd. Certified Report by Pacific Testing Laboratories . CRe9.2 PACIFIC TESTIN 4 i'5&C► GRoc, 'f ox 3763 Seri, WA, ATTENTION. RA gva D rN PROJECT ASSO4 6.c oG WQR[0901' LOCATION TUxry /L# NUMBER ORD. m RAc ,4 In/•9Rs o9 s'Tv.ST LABORATORIES fx f COMPRESSION TEST RESULTS TEST EQUIPMENT ID NO'S. AND DESCRIPTION C T 71.Aeli /',4 #N37'3 /oXJ -go MIXING T c C£AA/ C'SE AGG. 7 l f FINE AGG. ❑ Lbs. ❑ In. Max. ❑ Lbs 5 (Not Certified by P. T. Lab) , J 4 LI 7. 0 1 1 , E 1 1 13 Act y SA v; at • . o Al 5VR ..sPORT NUMBER CR 5686 4 1'NEVIOUS RPT. NO _T 6 1 O14 TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922 -9299 Fax (206) 922-1512 BY PORTED crn fry CAST D ` / 7 — / O ED REVIEW BY C_j_� TE (Q "3Q'S NUMBER I 2 3 y NUMBERATE L/ 0041. 0ID ss ARCHITECT ENGINEER `^ / CONTRACTOR • 6' C L A R K ASTM TEST METHOD NO. < 3 / j 3 ? 4, /72 ADMIX �J ❑ Per Sack ❑ Per 1 ..� 7 464' 2 t/R4 5 , 6/ 0 2 55 DESIGN gi Qa a SAMPLE STRENGTHtc TYPE / TYPE OF CEMENT ; SLUMP ✓ -02_ ins AIR °o' QUANTITY Cu Yd TRUCK / 2 C TICKET N o 9 2 7 SUPER PLASTICIZED SLUMP MIX # S y SAMPLING IN ACCORDANCE WITH ,'Es" MIX PROPORTIONS VERIFIED A/ Q DATE SAMPLE APPLICABLE CODE AND SPEC ? BY BATCHING SUPERVISION? RECEIVED POUR LOCATION AND NOTES' C N SV\ Z 7d S KST V.K' SS5-11- f C 0 NLR CT c P4a iniz T ,9T 6 7 - 6' A,vo L/N£ 2 — 0/. 7 4 i' S‘A 0 A cR4or vv/ 1 t t /I "oc tA!// Wi!Sr, /Q£Q ucsTT!) 2 / /42 TIC oN ?Us avtRGAPS kiCtolet Pot//P /ill GVH /r / tills' corn/ oTtp iv A r /i"cL y m 44 , , , VeZ T/Pv'K /62 Pc. " 6 6 71-i/ AApto 5 CAL-5, 70 f u4 L 4 4 /ist um e: s'vBGRRpt of SANb / S ToT- c/T WORK CONFORMS YES Uthvs NO ❑ d s rai� nsmittal by any means . rl r • party without the written permission of Pacific Testing "This report Is provided for the Information of the client only. The reproduction of this report by Laboratories Is prohibited" "This certification attests to the accuracy of the results obtained from the actual test performed an4 r observatiop{f?1e with thVierd scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workabiti of the specifidatiehWequlre n DATE NOV 1 g 1990- MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CH� K ED LBS. P.S.I. A 4x/2, 28,2 -7 / /fire - 7 /o' -ri acO 3 eo €0 `-' / .2/1' 28 EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282 -0710 MAILING ADDRESS PROJECT LOCATION 19ss45. G r oc Ca off) 3 63 I 4 8/ 2 PACIFIC TESTING L ABORATORIES \- REVIE BY PERMIT NUMBER ATTENTION aV V`d acA't/J/ ARCHITECT ENGINEER CONTRACTOR C Xoas �x,,rNr o „) 3 3 i S .��F N URCH.ORD. �Yc NUMBER , , PROPORTIONS LrJ Lbs. ❑ Sacks /Cu. Yd. (Not Certified by P. T. Lab) if 5 i TYPE OF CEMENT • SLUMP 5 SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? Y � S COMPRESSION TEST RESULTS TEST EQUIPMENT ID NO'S. AND DESCRIPTION t✓PAI./ "4 4. iv, v4/373 WEATHER SL/v d t. DATE /,�,, / MIXING TEMP. / Y� CAST �l '�+/ PLANT �CCa /7J C SSE GG. Mips. ❑ In. Max. 3,4/ logo FINE s lc /3S- ❑Lbs TRUCK / U TICKET # 68 7 '1j SUPER PLASTICIZED SLUMP ins AIR MIX PROPORTIONS VERIFIED BY BATCHING SUPERVISION? ,PORT NUMBER CR 5 4 0 3 5 PREVIOUS RPT. NO LA - 7 Z BY REPORTED • b Sax .. DST Ph2A TE f f cal- (- 5'0 62,3 ASTM TEST M DESIGN STRENGT P , G c144 I:: ADMIX ��/� ❑Per Sack t�Per vim• S TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922 -9299 Fax (206) 922 -1512 NUMBER ea 6 C- 3' SAMPLE TYPE Io' QUANTITY d 2 E Cu Yd MIX # S DATE SAMPLE RECEIVED POUR LOCATION AND NOTES* /lac e d• = 1b/7 OF ��✓4'R C /e wA+.2 a 441.c.. sc f-,. p.1<■vrid'•4. /re" S tn. G C p 2 S'- /c� . ?ni 7 , .� /eat - 3 7- / o etc) /01A 13 r Fore. f/4 cc". e / �.J- /IP n r /L G1 iLC( /h rc /h =.a.7 Q nArl SPcc, in) Q 4' cQ t,dae S < x -147 / irt)Yoo o.�I l %'v's ' Cc)nJG/r/c vYA pIACCd P140 -1 p, ee47 cJ. WORK CONFORMS YESelNO ❑ "This report Is provided for the Information of the client only. The reproduction of this report by any method and Its transmittal by any mans to a third party without the written permission of Pacific Testing Laboratories Is prohibited" "This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements" Certified Report by Pacific Testing Laboratories DATE CRBW2 MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. A ' X /l' K 2 8. 7 /0-'5 -go "1 cr I v--0 o 3 E 1 1 0 4111■. -1, -. j -.. 3 6 x/2 6 „ 2 v 2 k. Z7 i/ /- y- go 2r /sSv -e\ s'ys( ss .____C , ea2-? 1 r— y- go 2r 1 ss .qt -Q MAILING ADDRESS OCT 2 6 iggO i�'ACIFICE TESTING LABORATOR1E EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282 -0710 ( or_ ers eY 9yea 8,15 / - - 90 BYW T6 PEAMIT G � � � , (Ai Q p (2 NUMBER 6? 3 NUMBER ATE/'O r , Q� ('r ; ATT ENT ION • c4 1 ��� /1//4" 7 �/ ARCHITECT C PROJECT O Q,�. /� LOCATION 3.314 , L 1k NUMBER PURC ORD. CONTRACTOR s I R4 TEST EQUIPMENT ID NO'S. AND DESCRIPTION C CrA7I e .tstiil TP.P/N4L �[ • ASTM TEST METHOD NO ti ER Jp o C l CAST �U � (U PLANT ._ �CF?L it _ STRENGTH lc _$ CE ENT PROPORTIONS Lbs ❑ Sacks Cu. Yd. Not Certified by P. . Lab) q TYPE OF CEMENT /L.e TRUCK 1 ✓ 7 SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? POUR LOCATION AND NOTES: TICKET N66 22-0 Certified Report by Pacific Testing Laboratories CR ea•Z 1 IFIC TESTING LABORATORIES TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 C SE AGG. Lbs. M In. Max. k1" 204 O'' " •SLUMP Vc. COMPRESSION TEST RESULTS FINE AGG. ADMIX tgLbs. ❑ Per Sack ❑Per W a - eA y �l iy35 fns AIR A16's'lJ . SUPER PLASTICIZED SLUMP NVA MIX PROPORTIONS VERIFIED BY BATCHING SUPERVISION? ENGINEER Ate" c .n.,f (A..1 Na • EPORT NUMBER CR 5 2 8 1 7 PREVIOUS RPT. NO MIX # DATE TYPE L ca- AL_i_l_yi QUANTITY r/� 6v Su Yd S >6 SPOAC DATE SAMPLE RECEIVED l .. _ . _ 8 : 2! o .t,-rev S art sr' 4 Xti�n PTtt� t rk-i �! al q '�1 AM re v-m(0( / r lapis dk 6 te e.+ c i 4 -S _._.... ; 4 s / .cc ree viipeat X / 2: Meet - C o k. c r-el 7 /4 �d by r,-p. i t P fal��_ !a b Ilk fetal IA, v l'd r. I 4MDRK CONFORMS YES,ND ❑ This reports provided for the inlormatron of the then! only. The reproduction of this report by any method and its transmittal by any means to a third party without the written permission of Pacific Testing Leto atones is prohibited' "This certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent Inspection, approval or acceptance of Other associated work or a warranty of align or workability of the specification requirements NOV 05 MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. PS I. (X /• z ::- >/9 -3 - 90 F AR / G 0 "- -d' t% a AM (_-7, fel 1, Zd. - �► 1d- .2V -90 id-2 y - 2N z$ / 7S C1-O I s-6 s-0 4�b ti ::v t f EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206) 282.0666 Fax (206) 282.0710 MAILING ADDRESS Q55o G Cc 7 — G t"o.r- v C_ Z %� P � h .3 5542 /,tom, (,vi 92r l 1 , PROJECT rt a re_ka-JLC IX /74fri o d ENGINEER N LOCATION t S, [ VJI /'),NUMBER RD VG rile/ / CEMENT PROPORTIONS 5 Sacks .Cu. Yd. (Not Certified by P. T. Lab) TYPE OF CEMENT V 7 TRUCK /a $ TICKET it 652 SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? C' .1 POUR LOCATION AND NOTES Certified Report by Pacific Testing Laboratories PACIFIC TESTING LABORATORIES •SLUMP - ARCHITECT COMPRESSION TEST RESULTS TEST EQUIPMENT ID NO'S AND DESCRIPTION Refj_i( DATE TWEEm - TO � /'� CAST . / ' - 90 PL 1 G ereA C'SE AGG. VILbs. At In. Max. 205 LI Ay ins MIX PROPORTIONS VERIFIED _Ala BY BATCHING SUPERVISION? �.A/ a R E7 T Lde_7 - . . CAST `7 6 90 REVIEWED /T J/ - DATE OCT - 9 1990 e id con �'s>• " ?1 - a— a -52 SPORT NUMBER CR 5 4 4 2 4 PREVIOUS RPT. NO I rN i NUMBER 3 D NUMBER all 4 C/VA CONTRACTOR • C/4 FINE AGG. ADMIX to Lbs. 4: ❑ Per Sack ❑ Per AIR i SUPER PLASTICIZED SLUMP Al/A MIX # ASTM TEST METHOD NO .fi' 39 DES IC _ 3000 TYPE L � S Q TR 4.Lr _ C c4 >I fo, -J�?" „ L 797 1 pour u1 _s_Z s-` -- rte fa r ,u 4/ el �f n ),L's 8190 �---- . rep D AM -IC- �ND 0 ON MS YES "This waft is provided for the information of the client only The reproduction of this report by any method and its trans.^+mal by b MeansTO r I VrPd f w ly � ithoo tif_wil�il' 11 lt l WORK C ion of Pacific Testing Laboratories is prohibited- 'This certification attests to the accuracy of the results obtained from the actual lest performed and or observations mace *Min the defined scope of the work. Certification shall not be construed to represent Inspection, approval or acceptance of other associated work or a warranty of design or workability of the apephcation repwrernenta' °°• QUANTITY TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 DATE SAMPLE 9 �_y J RECEIVED q r Z r 7 Z eoe" J DATE /0 ^ �`' -5, Cu Yd MARK SIZE AREA ISO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. PSI , fi t /X / z 2 - tc , v /1 -- 2- 9 0 7 1 z y y- - B/ E J / / - / - 2 - 3 - 4 ' / / - 2 3 -90 7-7 27 C EXECUTIVE OFFICES 3220 17th Avenue West Seattle, WA 98119 (206) 282.0666 Fax (206) 282.0710 MAILING ADDRESS PROJECT LOCATION TYPE OF CEMENT TRUCK / 4 0 CRN.2 PACIFIC TESTIN LABORATORIES fys (O ^ GA/v ATTENTION: RA y 000 2!k' 'A/' ,Ql Hv 010 TICKET # • SLUMP BY 5 ITN DA E / 0 .— lc 2 7 0 3 g CERTIFICATE IC q. Vf.. SS NUMBER REVIEWED,- BY _ • PEA ;a- NU ."C_R ARCHITECT ENGINEER COMPRESSION TEST RESULTS F * DORT NUMBER CR56 3 8 8 PREVIOUS RPT. NO. 6 NUMBER ORD. CONTRACTOR W • C 1- / TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922 -9299 Fax (206) 922-1512 TEST EQUIPMENT ID NOS AND DESCRIPTION COMP / 1 ) 4 6 4 A 41417 3 ASTM TEST METHOD NO. - 3 / / _ TEMP 6 f CAST _�� - 2 � PLA ___. e �n� f . _ . S SE GTH fc 3 O 0 " r YPE f.E _ !� -t• /2 W EATHER CEMENT C SE AGG. or FINE AGG ADMIX PROPORTIONS L_l Lbs. D Sacks/Cu. Yd. �Lbs. ❑ In. Max. 12 Lbs. 5 .' : 44-.6) ❑ Per Sack ❑ Per (Not Certified by P T. Lab) c ti g y 2 G' - , �/ G / 1 9 3 .5 H o- 55 t 15 G A L Na w.c4 ---J 02 3 4P0CD oA' site i ns AIR °o• QUANTITY C Yd. SUPER PLASTICIZED SLUMP MIX # C• SAMPLING IN ACCORDANCE WITH � / £ ' s MIX PROPORTIONS IONS VERIFIED N a DATE SAMPLE APPLICABLE CODE AND SPEC Z BP RECEIVED POUR LOCATION AND NOTES. c'a "R£rr Pi 4GED 47" PAi rtLS 0 1 2 , 9 Y.l 2 3 ) 22 ) ) 0 J I '? ) 3 9 2 /, 2 5 27 3 3,, 3 • / .! STtri. AFJJ, srriBZb AFPrARZO Tn 4' ° FoPm T This report is provided for the information of the client only. The reproduction of this report by any method and its transmittal by any means to a third party without the written permission of Pacific Tasting Laboratories is prohibited" `This certification attests to the accuracy of the results obtained from the actual test performed and tor observations made *Om the defined scope of the work Certification shati not be construed to re: esent inspection, approval or acceptance of other associated work or a warranty of design or solvability of the specification regrurr ants" Certified Report by Pacific Testing Laboratories DATE ,/°P,' o fCO PI...4 t,s , CO/V CR 1 Dr woos' PI Acrn 13 Y PUnF' * /7i1 /C Y !//Bi}wt'G ,441. C'ONGRtr( wAJ O CL /vIQCZ To s.T76 47 A 2 ' / /h/Athf _s tar) P /91v,0 OoJto J.,v/TN ,4 0 oat sin romr 57 known w rrg /N P4Nr r I q 3 9 3 3 I 2 9 441 wok,4- APPL4r4 7 'ONFORm wITN APAcovtp f 1A A,vo /9 1r (B(! WORK CONFORMS YES [NO ❑ MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. PS I. h 12 2-c,7> 1 I - z 9 0 J / -23-9 7 2ir 1/ sr C -/ 2a--a // -23 - 9 0 2 f 62 EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206) 282.0666 Fax (206) 282-0710 MAILING ADDRESS PROJECT LOCATION TEST EQUIPMENT ID NOS. AND DESCRIPTION TEMP. & eau ATST � ° WEATHE CEMENT PROPCRTIONS 21LDs ❑Sacks Cu Yd Not Cert r eo oy P T Labi TYPE OF CEMENT TRUCK 1eWWLC /w6. 1-L 7 Kw /a-A PACIFIC TESTIN SAMPLING IN ACCORDANCE WITH v e 5" APPLICABLE CODE AND SPEC ? s ,4f$oe /A ,p G iPOGTRS P ox 3 7 4(3 Sf4 r rt £ 'WW . 9F/21/ ATTENTION. # ,4 f✓ 61) D rA) W ARC /9 0 05 £X1 oiv p • . PURCH. ORD. . 6% c.. (./jRK NUMBER CONTRACTOR COMPRESSION TEST RESULTS c ^rr►p. J1,?C// /?, . .- O c t4 A/ .., PLANT r CS ( E AGG "3 ' 4 uL bs DI, Max 2a fl F�I�N!E'AGG y 3 � L LDS 1" // • SLUMP If ins AIR / 2 6 TICKET a 2,/r SUPER PLASTICIZED SLUMP MIX N A MIX PROPORTIONS VERIFIED POUR LOCATION AND NOTES NSP C r 1 L7 r R r - 5T ri L- /N P t t Bf W /A.- tit po ' - 14r R Low M tr LABORATORIES REPORTED BY ARCHITECT ENGINEER 'OAT NUMBER CR 5 4 4 01 PREVIOUS APT. NO. TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922 -9299 Fax (206) 922 -1512 CAT • tS - 2 -qv 1-r1774 BY VIEWEC rc/7 DATE II U� —I G PERMIT i 2 37 CERTIFICATE g 0 a q o o $5 NUMBER NUMBER ASTM TEST METHOD NO. C - 3 1J 3y, / `► 3, � 7 2 '3 DESIGN 0 L a SAMPLE X STRENGTH Ic TYPE ADMIX ❑ Per Sack DATE SAMPLE BY BATCHING SUPERVISION? RECEIVED 3 // y /1r cat,D SToie44f To 4Pp,q 0Vtbb P/.AJN5. (/9tso /wafter a . U4. • ,q . , w 41. off' •£ Poi/A) - A Cviv<.Rt"Tl 1 E ' . # p V /BRAitD, All VA A/ (4Rf4 t'LJ / ' J/ To C r'NFO ,u TO ,r ' • s a 6 C. AN S P - . • hD 61 , , • No D OPer WRA- Sn. 0 0 QUANTITY 4c e. szq Cu v^ FOR P,11/4/ii- / 7 Air FRteZZR WORK CONFORMS YES 'This report is provided for the mlonnatron of the client only. The reproduction of this report by any method and its transmittal by any means to a third party without the written permission of Paohc Testing Laboratories is prohibited." "This certification attests to the accuracy of the results obtained from the actual teat performed andfor observations made within the defined scope of the work Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements: Certified Report by Pacific Testing Laboratories DATE CRSG.2 MARK SIZE AREA (SO IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECK CHECKED LBS. P.S.I. '9 /xl 2 L,3". /i7 -x'-90 1 6 0-1r.a 13/x5 c: 3o Ligd -U L/ ( ,'!;' . • , Q i a - 3 a - 90 '2 Y' C 1 3v -'TD zr 1 ?c i. :/ c a o a OCT 2 6 isso PACIFICE TESTING 1ACF)r.Tnr , EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282.0710 MAILING ADDRESS PROJECT LOCATION Ass Ot.•i,9ry !a p clef ,eS 3 30/ N'v': F'0 L l<' ..5i/1)77 t✓,, e V, 2 y 6Q4 f boo/' tat 4,6 V✓ARf Nac -s'r ATTENTION' TEST EQUIPMENT ID NOS. AND DESCRIPTION Cc/11f' .)iAtN TEMP 4 J ' .�•f IrrG f. "r DATE CAST • °• PLANT WEATHER _ ____._ CEMENT rrnn S' S j /' C SE AGG PROPORTIONS Lbs. L•J Sacks Cu Yd. [albs. EWn. Max. (Not Certified by P T Lab; TYPE OF CEMENT sZL—Ve • SLUMP SAMPLING IN ACCORDANCE WITH V ' z - MIX PROPORTIONS VERIFIED APPLICABLE CODE AND SPEC ? BY BATCHING SUPERVISION? POUR LOCATION AND NOTES: C a'..c j 704'4 81.04 4L.L T/?trc`KS tn�£RZ Certified Report by Pacific Testing Laboratories CR $9.2 PACIFIC TESTIN Lf 7 0 .2 Z S'0 PURCH. ORD. NUMBER \ LABORATORIES PERMIT NUMBER ARCHITECT ENGINEER CONTRACTOR COMPRESSION TEST RESULTS 4Ayti3 - 13 ( c z ''A' FINE AGG ri INry Lbs Sa � r o Hat) C . =PORT NUMBER CR 5 4 47 7 PREVIOUS RPT. NO. 514 y 7 6 BY REPORTED REVIEW / BY J � 4 j _1 DATE `' '' h A3 . r: LA./. v'. GILA RK ASTM TEST METHOD NO C�11 3 9 ,_ / 4 13 .1 1.7 DESIGN 3 r'l • SAMPLE / - / 2 STRENGTH Ic .____.._.r_._.__.. T'r E .... ADMIX ❑ Per Sack ❑ Pe ins AIR °° QUANTITY TRUCK TICKET w ‘5" C ~ SUPER PLASTICIZED SLUMP MIX W ' ' 0 0 DATE SAMPLE RECEIVED r /A/ <' c r='ri' -FRI ('L 2'4' `t E K NT 1 R 1d/. t TACOMA DIVISIOf, 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 DATE CAST. CT 6 NUMBER A . . P _PA S -S y r°7 Cu Yd $ t tii "f' Trs'rry /9T 3 7 4,/ -4 1 7 Cs Q - 71/ o TI/lR .OL•P, /Ive Pi. Acrircw7, / Hf . FLLI. L- opb R T G'!.K / 6 t'T # S s Y 3 y 40410 ' 0 6'h'Ls H2 0 ' SL (//f /tO 47 1 / i- 7 ° Tau. , G. " ,t/ ;f''f.crc r t,v,<'s •' o7 /F'/jO : SHUT S O, / s'T frA.k q it. 'PIP WORK CONFORMS YES U=1 NO ❑ This sport is provided for the information of the client only. The reproduction of this report by any method and its transmittal by any means to a third party without the written permission of Pacific Testing Laboratories is prohibited' `This certification attests to the accuracy of the results obtained from the actual test performed and'or observations made within the defined scope of the work Certification shall not be construed to represent inspection. approval or acceptance of other associated work or a warranty esig workability of the specification requirements" DATE N V 1f " ri MARK SIZE AREA ISO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. 6 /7) - 3a -9n 2 f Iz1 aaa LIscoC1 Cit A C tl / /a-- -9b 2 7 e: _ 7 11.......•••••••••••••••••••••■••••••••••••••••••■•■•••• G o a �26,� [ C X55 of: /Arta GRvct MAILI ADDRESS 33 0/ S. A, of P'a ..K ATTENTION 4 ! C C 0( £ Ai PROJECT Lv _ /` rNovsy LOCATION r v & L L NUMBER RD. PURCH PACIFIC� LABC^'1'4 EXECUTIVE OFFICES `PACIFIC TESTIN LABORATORIES 3220. 17th Avenue West V Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 ENGINEER CONTRACTOR COMPRESSION TEST RESULTS .PORT NUMBER CR 5 4 4 7 6 PREVIOUS RPT. NO SOT A V A I L f � L.t TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (208) 922-1512 REPORTED 5.re, /TR CAST. E 1 —2 q 0 REVIE �— E --0 CT-4-6 -- BY , , T PERMIT 8 C ERTIFICATE o� D ! r 0 c 0.5 NUMBER G' N UMBER 7 I . ARCHITECT 67 /v 4• M s.r ILA /�k t arf TEST EOJIPMENT ID NO'S. AND DESCRIPTION Calrp "11 5/? R.09 N N 3 73 ASTM TEST METH NO. C 3 3 q L /L /Yl TEMP 3 _ r CAST _? MIXING C C r�%�,_.__� DE SIGN IC _ � r_ „4: E� / I Z WEAT -'E _ J ti lE'G�t CEMENT C AGG. :/ FINE AGG ADMIX O PROPORTIONS 0Lbs. ❑Sacks Cu. Yd. [efLbs. Q Mat 2Lbs S�NL C ❑Per Sack ❑Per 11 141 t 'vr' n P'n 1 1_ tNot Cert.' ed by P T Lab) 47/7 2.0 /11 q 0 '?? n 1 -6 e5 £ 1274ti 431-• W.R. G'Mct.. TYPE OF CEMENT `" SLUMP ins AIR °° • QUANTITY S Cu Y 1 7 Oj: TRUCK / 2. y TICKET • ` 5 ` 0 3 SUPER PLASTICIZED SLUMP 2 '/ MIX • . • O d-/ 34 , 79 c SAMPLING IN ACCORDANCE WITH i MIX PROPORTIONS VERIFIED 0 DATE SAMPLE /o 3 - 9 a APPLICABLE CODE AND SPEC ? BY BATCHING SUPERVISION? RECEIVED POUR LOCATION AND NOTES: / A ' •' f'£crsw F? " s Tr c /:)( R ,S v $.' -/ 2 01 S 5 e - To v /2 / Fool /tics 3 ' 1 5 a07rv/ 3' " FTes. L jprc•T£o .Cr s. tpet' 4 .t.'o O Co l t/tPi/v PAR -2L0‘. 7F a tOL g. h'/V pADs rr, Tio Q F 6Q:-0 sroR,C61 4eL t: 4 rr'Ca 4Protii CP 7 e" . 0 , -f: 2,.1n? 7 0 BAs f'rrR ,s ,;. s•P / z .07f Tr /old Of ht RD /Q WAS C o,vi.•f.'Err Te/i ".4r ', E• �-,( 2." r'Rc ' / 2S Tie; `� tS yo9 7 4 / /ski'/' P/ L'# )A -J9 y, S CONFORMS YES I[1 NO ❑ �'f , f o f Only. kR1 t7OR# o.r $ c'.r � 'tY V ,Q ,q r Thy report is provided for the nformatron o • the client only, T repr uctron ' 01 this report y any math aftd its ransnr a1 by Yiy / lliianI tb i rrd party without the written parmssion d Pacific Tasbrq Laboratones is prohibited' - Thus carvficatan attests to the accuracy of the results obtained from the actual test performed andror observations made within the defined scope of the work. Certification shall not be construed to represent inspection, amoral or acceptance of other assooated work or a warranty 01 des?. of • ability of the specification requirements: Certified Report by / / Pacific Testing Laboratories CRI1a7 DATE ROV '► 5 VI MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. PS.I. _4 r3 6 k/ 2 ___44 0 f tr: '' 1 -` 1 ` 7 R S C 316 0 ''+� � .14/ i �' it) _j 1 -+ — ei 0 _ � _ � 21 )- a C PACIFICE TESTING LggOf,.: PACIFICE TESTING LABOrr,; EXECUTIVE OFFICES EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 MAILING ADDRESS PROJECT LOCATION CR 011.2 CIFIC TESTIN 3 3 ‘ 0 I s f a ScAiTL.R °1 D 12. ATTENTION: Ewe O'4 'V ravkt.i\0V "xtPP?.)LIOH1 CEMENT TYPE OF CEMENT —f Y a:2 ' SLUMP SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC ? yr PURCH. ORD. NUMBER • COMPRESSION TEST RESULTS LABORATORIES TEST EOUIPMENT ID NO'S. AND DESCRIPTION C OY�'1 P ' / V 4 / f 1 - / ' `'� 4 3 74 ASTM TEST METHOD NO 3 / 3 I, / I ' 3 . . DATE WEATHER _' .,'' . 1 .__ CAST _! L�" ~ C_ MIXING �rAN __� STRENGTH fc 3 C TYPE L E_ _'. _. . _. r��rt�-- mm L'-tI/ C •SE AGG. 34 AGG. ADMIX PROPORTIONS [=JLbs. SacksrCu Yd. ©L )'I n. Max. 13 y Lbs. 0 ❑ Per Sack ❑Per (Not Certified by P S T. Lab) 2 oS 0 117 eLrOG 5AA1 min, LOiD 7 `� ins �j / (AID OS I. D4D 5 /' �f TRUCK TICKET 0 6 �� SUPER PLASTICIZED SLUMP N'D MIX • 5 C MIX PROPORTIONS VERIFIED DATE SAMPLE / BY BATCHING SUPERVISION? RECEIVED S POUR LOCATION AND NOTES froaTiAle rd fi COLD rTORX Ct BtD G. -LL /r'2•STrFL 44et/RfP co,vf'oR ro / 9 98 [/!3C 4 APf'RovrD 'MAJ C o/ve f iTt PLA 9 y cN(jT• /r7icf V/ 8p47r1O - S ,RrT tw.s - r4mP -r4 Rre 0� HIGH ..‹Lu/np. /4PrrR 5/777N6 0,v $ /rt sLv/?7p t COMgrc7CQ f ' with /A./ t / pF .SPtC. r d._ !- ' i. • 4J 2R ' PAel<rt A ; .<, � � ' •"�S/f �J c'��►R t� No O Ibis report is provide for �� the � anal' n of the Bien, on The repr�ebon d this report ny any method and f sransmlttal y � means to third party the written I Laboratories is prohibited.' p b permission o Pacific Tasting - Ttus certification attests to the accuracy d the results obtained from the actual test performed and:or observations made within the defined scope of the work. Certification shell not be construed to rep'esent inspection, approval or acceptance of other associated work or a wanly oyfesrgn or workability of the specification requirements' Certified Report by Pacific Testing Laboratories . cPORT NUMBER CR 5 4 4 0 4 PREVIOUS RPT. NO J N 7 TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206)922 -9299 Fax (206) 922-1512 BY PORTED -PITH DATE / O _I/ c ~ Q 0 By .444 r .1- `"`�4ATE OCT ' v O PERMIT b 1 31 CERTIFICATE ' Qp q, 0 0 55 NUMBER NUMBER c. N4. ARCHITECT ENGINEER CONTRACTOR ,At 6 , CL-A R K I/ 2 6 5 LL. AIR — ee QUANTITY Cu Yd WORK CONFORMS YES NOV f) ` 144.1 DATE MARK SIZE AREA ISO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKS; LBS PS .I A (7 x �_2__ G� x�z 2 .r'r I 1- �--1 _I -f-L-O ,114 21 9,4) z, /.�.2 / 9a 2 0 _ 2_ .1 1 2 E P / S •�� 0 — -- G Cr. x___z__ _ _) i EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282.0666 Fax (206) 282.0710 PACIFIC TESTINJ LABORATORIES A SSOC • �'' REPORTED DATE L;C• t BY t'e ` CAST ,t, /43- 1 r0, G ADDRESS -4✓ L^' e-i) Celt ? 41-3 BY DATE DATE 1 UV 't 5 _4 . 1.i..7 5' 4_ 7 til..>,._ ft 'V PERMIT / 7 7 NUM BIER ATE 9 • Cj /� NUMBER _. •., —S ATTENTION: 1�!+arSto.:. . ^� ARCHITECT C. • • Al. A /'1G - // PROJECT W� -cr< � �_.f= K�� +*�• , ENGINEER t 6 • „ / _ LOCATION / V f_J LZ �. NUMBER ORD. CONTRACTOR h1 • • C.r1�4_ i SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC ? POUR LOCATION AND NOTES COMPRESSION TEST RESULTS TEST EQUIPMENT ID NO S AND DESCRIPTION �—�C � • fi 0.s `. rtiA ...Y32.3_......_ ASTM TEST METHOD NC _1r.3._/3_.9,_/Y _, MIXING TEMP 8 DATE // r' DESIGN SAMPLE WEATHER CLF..�.y_�tG' • CAST _lc- I PLANT U ts_'r�N — STRENGTH Ic 3c t . C' . _ TYPE ___‘:‘-‘_....17 ' E • CEMENT C AGO y r FINE AGG AD',:ix PROPORTIONS ?Los ❑Sacks Cu Yd lbs 0 I Mar 'J-'ILbs Clitsi ______. ❑ Per Sack Per 4 , 4 • 5 c, e w 6 ti Not Certified by P T ab) a r TYPE OF CEMENT SLUMP ins AIR _ _ _LLI eo QUANTITY ? Q 1 139 Cu ' TRUCK fi / ; TICKET ar 7S - 7i N 5 SUPER PLASTICIZED SLUMP MIX PROPORTIONS VERIFIED BY BATCHING SUPERVISION? N 4) ORT NUMBER CR 5 6 8 7 0 PREVIOUS RPT. NO. L R MIX TACOMA DIVISION 2402 Pacific Highway Ea=. • Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 DATE SAMPLE - ,21 -14 RECEIVED WORK CONFORMS YES 54 NO This report is provided for the information of the client only. The reproduction of this report by any method and its transmittal by any means to a i ' '' 1 'm ahout the written permission of Pacific Testing Laboratories K prohibited' "This certification attests to the accuracy of the results obtained from the actual best performed and/or observations made within the defined scope of the work Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty Of design or workability of the specrficalydn requirements' Certified Report by Pacific Testing Laboratories DATE CR 89.1 MARK SIZE AREA (SQ. IN.) SATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. X /2 2-. g , � � / `/ -e2---q C // - 2 - 9 / 2 0S t� / 64 s 1'-.� c('� -S"L7 Si? 8 ry e' C- C ✓ r. ' / / — Z -90 2 - F i io a-v -'D s -7 o . " r MAILING ADDRESS PROJECT LOCATION NI oa � . _ OCT 2 6 1990 PACIi !CE TES1ING LABOR ., EXECUTIVE OFFICES 3220 17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282.0710 /9S•Ot,Atlt0 ‘s OG, 3'o/ /VOWFoLX _S r4 Zp£' G+/ , 9Y/ 2 4' (1 -�-1- CP J AT TEST EQUIPMENT ID NO "S AND DESCRIPTION !O AIP • TEMP & DATE WEATHER c CAST / p ->� PLANT ` l � J STRENGTH IC en , TYPE SAMPLE 4/.2 CEMENT , 2 S C'SE AGG. ? FINE AGG. ADMIX �? S ✓ w ,.,f r ,,A,A/4 W 14.19. S PROPORTIONS �Lbs. u rrte�(( Sacks/Cu. Yd Lbs. In. Max. ref Lb ❑ ❑ Per Sack Per (Not Certified by P. T Lab) ,J ?'/ 2 ,014 .0 /(' 3 5 ,,,/ 0 2 5S W / C `� / // TYPE OF CEMENT f ; SLLRn P � " 2 ins AIR ° b; QUANTITY / 0 2. Cu Yo TRUCK / 2 q TICKET if �� �a SU PLASTICIZED SLUMP MIX • ` " w wic R . S 2. MIX PROPORTIONS VERIFIED 6 DATE SAMPLE !� Y BY BATCHING SUPERVISION? RECEIVED SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC ? POUR LOCATION AND NOTES 7t/k " PURCH. ORD. p. reg NUMBER /1' <L OFe, v r e'er'7ti G COMPRESSION TEST RESULTS rEF'ORT NUMBER CR 5 4 5 4 5 PREVIOUS RPL NO. 5L-1 REPORTED c/ �'T f DATE /'0 -•. S —TO BY , / BY — TE —0t3-4-6 PERMIT 2 3 CERTIFICATE Q' 9 d eals - NUMBER NUMBER ARCHITECT C-A/4. ENGINEER /72 ` V J CONTRACTOR C CG04/i TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922.9299 Fax (206) 922 -1512 i r7,4e4 .f/ / 1 / 1 / .' ?ASTM TEST METHOD NO C -3/, 3 q /Lc,/ 7< ro /.4r5 • re zi 2- /ArFO''C/ / SL ; O - fRJTZ; 4•4 40 70 c o/v r vop/ri TO S #rC• (/ 9 ey g Poe /'LAcra a'p P L/»/' f /P7te/M.41"IA14- (//.57vArr.D 03L4Js'CR££D , p (,),.3/ O S cAts, 14 ' 4 r6,1, f,F,E 4 4/f rfo T p (1, f t1~ St !`I.L tiv /Jff'I/4AT° 7Q tONGJ/ /7I T `D f ✓£b ,I L. 'Jvs i tiRr4 .S7 Rix' �, - 8 -/6 r 5 ro 2 2, S 4L'C - 0.S7 -- /6. 5 r 0 2 7.5 WORK CONFORMS YES VNO ❑ "This report is provided for the information of the client only The reproduction of this report by any method and its transmittal by any nwana to a third party without the wntten pemission of Peak Ulna Laboratories is prohibited!' `This COI klical On attests to the accurecy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a ran • sign or workability of the specification requirements' Certified Report by Pacific Testing Laboratorie DATE NOV 0 5 S A 0 d Ei ' 2 6 1990 Cil I F1Ce5'op'"•Towr PACIFIC TESTIN LABORATORIES 3220 17th Avenue West Seattle, WA 98119 (206) 282 -0666 Fax (206) 282-0710 MAILING ADDRESS PROJECT LR a0.2 1DF /9r'SOcf47 r a RO C, RREPORTED ,' .6' 9,y 37 te 3 3R a N 0 RAW W VIE_E Sr/JrT L t VV,v, 98 2i/ PERMIT NUMBER ATTENTION: 44 f' 6 c iO riv ,4. G :rv4Rzwc 1 XPir Av5? 0 A Te/ir /L d PURCH. ORD. LOCATION �7 NUMBER ASTM TEST METHOD (AS APPLICABLE) e ARCHITECT ENGINEER CONTRACTOR EPORT NUMBER LR 610 8 4 PREVIOUS RPT. NO //Pr / 1 , 44/161-s .I21 /TN 2 3 F!' TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922-1512 DATE / 0 —/2 -90 ATE /O/ 4 ' 4 Q° CERTIFICATE91.D0 0055 NUMBER Gas'/ e o.vsvt.T,Q,(T J w, C A' X / iv ON s i rr 47" 1'3 ) P ' 7.'00 ,cbvrz t l - 0 ,QC- _57 174 . 77,r '47r$' •• 7 "'A Ce 4 r WAS To.D 6 S' 1/47 4? Oi9/7?.1' riywr r"Hr /'moo ei4 �s e-., 4,vCLL fZ,, 7.9r Ai o4trOR/vr77 7 ..s" £477Z. 7 O F/C 2' /9,cs42 t v 45 ToAD (T.f'e/ • .9.%).4 ins c-4 C c f ? f A' 7 l4jcrG D 41" 22 O rut 7W - wAs 4 vv,' 4•7944. J "FA 40 weer/gust 00 T'h'is A9r. ,.v6 4A/ (4R ',q, ,,,T Fi 7 .sNot.4,o r6'F o/c/ S/ T£ cvr e EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE) '`..., rj �fh 1 'This report is provided for the information of the client only. The reproduction of this rporl by any method and Its transmittal by any means to a thlyd.p s Laboratonss is prohibited.' This cal mcation attests to the accuracy of the results obtained horn the actual test performed and/or observations made within the defined scope of the work. inspection, approval or acceptance of other associated work or a warranty at design or workability at the specification requirements' Certified Report by Pacific Testing Laboratories WO�KCO ORMS YES 0 NO 0 { 'th�ut thew lIen permission of Pacific Testing n that not be construed to represent DATE FIELD CONTACT: DATE MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS, P.S.I. / / 2 �-'ee 17 l /T y O //- -V' - qv 7 2 r / 7-6rA' -0 y c? C, c /? - -8 --- QO 2i • � EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282 -0666 Fax (206) 282 -0710 PROJECT CEMENT PROPORTIONS ❑Lbs. ❑Sacks /Cu. Yd. (Not Certified by P. T. Lab) / Q PACIFIC TESTIN LABORATORIES 0 � ./ BY CAST S�h CA ST / rT / O MAILING — Q �v 7. REV m ill 2 ADDRESS - �7i�Tr�2 i � � y/. BY 23 ATE I' ' ! 79 / 2- PERMIT CERTIFICATE � NUMBER NUMBER ATTENTION' gr4 6' ARCHITECT Cit/ 4 • 6 " ENGINEER e" AW /�, NUMBER URCH. ORD. LOCATION N CONTRACTOR COMPRESSION TEST RESULTS TEST EQUIPMENT IDD NOS. / AND DESCRIPTION evmP �p ' " ASTM TEST METHOD NO r2 3 /! 31 :,/l 13 )/ 72. DESIGN TEMP WEATHER /./ / CAA• CAST �OPLAN 0 e -2 7: 7 A , STRENGTH Ic " D� � TYPE SAMPLE �jY 2 C'SE AGG. ❑ Lbs. ❑ In. Max, �a 11 ti .PORT NUMBER CR 5 4 5 5 2 PREVIOUS RPT. NO. 511 5 :5 - 0 FINE AGG. ADMIX ❑Lbs. CA /✓D ❑ Per Sack El Per _ TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 " n TYPE OF CEMENT • SLUMP ins AIR %; QUANTITY / 2 r� Cu Yd TRUCK / TICKET # v )( S � / SUPER PLASTICIZED SLUMP MIX + Y 5 ' ' w SAMPLING IN ACCORDANCE WITH e s MIX PROPORTIONS VERIFIED A/ (0 DATE SAMP /� // APPLICABLE CODE AND SPEC ? BY BATCHING SUPERVISION? 7 EI IV V - ED ( LL POUR LOCATION AND NOTES OA/ -�� ` AT r' 6 � 7��� C�'�/C/Q�./ G QL..4eta 47' Go9 /00 r0 -S —. F G /A. 2 7 -s y- o 4/0 cvA 0 "4-46 a t- '6Q4,o f' '-' , i� vv 4 4/ /d / 149. fi1G/V f/''/ ,5" WORK CONFORMS YES IB ❑ "This report is provided for the information ot the client only. The reproduction of this report by any method and Its transmittal by any means to a third party without the written permission of Pacific Testing Laboratories is prohibited." `This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Pacific Testing Laboratories DATE CR 89.2 MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE 57RENGTH CHECK c: LBS. P.S.I. A �:. K ( .2 -' ' , 4; ;, /' /56, 7 a6 i .3z-i .5" c- I '1 o 427,1________ Q to vi a ii /2.2 c 1 i i 1 EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206)282.0666 Fax (206) 282.0710 MAILING ADDRESS PROJECT LOCATION r ATTENTION 9 \ y G code-,v !_ NUMBER ORD. V W CEMENT TYPE OF CEMENT L - • SLUMP y/Z TRUCK l TICKET PACIFIC TESTIN L ABORATORIES `t. l/9yu 01J a /Y3s 47x39 SAMPLING IN ACCORDANCE WITH MIX PROPORTIONS VERIFIED APPLICABLE CODE AND SPEC ? e BY BATCHING SUPERVISION? COMPRESSION TEST RESULTS SUPER PLASTICIZED SLUMP REPORTED BY REVIEWED BY Ins AIR 4 )R °ORT NUMBER CR 56868 EVIOUS APT. NO GR r ' ' PERBE _ 0 2 3 e A4 A NUMBER (> ENGINEER P. . -L ARCHITECT A) .4 CAST A042,19 r DATE ?IT! CONTRACTOR 4- • G • C /q r CERTIFICATE( r NUMBER 1 4.0 TEST EQUIPMENT ID NO'S. AND DESCRIPTION S t'S' ►! .� ASTM TEST METHC: '.0 C _>+' ' I r ' L�. LY_.?,./? 2_ W TEMP 6 AT ER (�Ys � 4 ` C L ��31_� MIXING ,P) S Ic T LE A Se {P crn7� C SE AGG L " FINE AGO PROPORTIONS at:JLbs ❑Sacks'Cu. Yd. NLbs. ❑ In. Max. 52 LOS. ?= _ INol Certified by P T Lab) ADMIX Per Sack OR Per .y d.. —S_! j.� • o' QUANTITY O 9 Cu " Mix TACOMA DIVISION 2402 Pacific Highway Ear Tacoma, WA 98424 (206) 922.9299 Fax (206) 922.1512 DATE SAMPLE RECEIVED A4 nn/ I / / J / POUR LOCATION AND NOTES 1ia_. s7 Lam! t' 1 e 1 L] y -s��� To r . , ' I 1 ^ up Qr:.4. is Q 6 I 2 e , ('- 9 , � p, e-,4, P- �i - "r, P- /c. J 41� , J 3' c/ &.3. s - ,< e C04.44.4.4 0c LAC—£ ;t/4C r.ycor� o e Xcerri ' S jut I N 4'fl s• T C IA d y, ogre d 7'o c Ca��c _ I f i - I " �.. `! s, r .S8 This report is prov ded for the Information of the chant only. The reproduction of this report by any method and its transmmai by any means to a third party without the written permission of Pacific Testing Laboratories Is prohibited' `This coruscation attests to the accuracy of the results obtained from the actual test performed and. or observations made within the defined scope of the worn Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of deugt . dhty of the specification requirements' Certified Report by 11 Pacific Testing Laboratories CR tia2 WORK CONFORMS YES OD NO ❑ DATE MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKS✓ LOS PSI ‘r /2 2-4, 20 2r / a -2 --? ' //-/z1-4v 7 i r i s c-- SO 0 c.�j 1 i EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206) 282 -0666 Fax (206) 282-0710 MAILING ADDRESS PROJECT LOCATION CEMENT PROPORTIONS ❑Lbs ❑Sacks Cu. Yd. Not Certified by P T Lab' �QN SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? Certified Report by Pacific Testing Laboratorie CR892 GS TYPE OF CEMENT X74. • SLUMP PACIFIC TESTINGLABORATORIES ASSa C GR oc, 3 763 Sec:m WA. qi 1r14 ATTENTION Y 6 D iA ARCHITECT -",S'S OK./ 6 / 4 2 /4R1*//otSi 1fx "fr ENGINEER T K , I,y /L S PURCH. ORD. v NUMBER CONTRACTOR COMPRESSION TEST RESULTS TEST EQUIPMENT ID NOS. AND DESCRIPTION ' m -4'/./ P,' u1/3 73 TEMP 8 WEATHER 5 ? _v_ov4.1? 'irr2A4. /0 -1 7 o MIXIN C SE AGG ?/ ❑Lbs ❑ In Max. 2oyv 11135 TRUCK 2 TICKET # 927 SUPER PLASTICIZED SLUMP ins AIR REPORTED BY '•PORT NUMBER CR 56864 )i'•11EVIOUS RPT. NO 31 :r' L. p, 61 oI srn n'H CA3 /o -/ REVIEWED � 7 ,Ma �u BY . TE (9 " �C' PERMIT h 2 3 0 C E R TIFI C AT E 9oaq d o ss NUMBER NUMBER 7 C.A./ 4. -PINE AGG ADM'X ❑ Los _54'44 ❑ Pe Sacx ❑ Per %•STILT TEST METHOD ".:._ < 3/ � 3 1 , /�r3 /7 2 DESIGN y 000 SAMPLE k#, 2 STRENGTH fc _ TYPE wR4 5 O 255 MIX N MIX PROPORTIONS VERIFIED A10 DATE SAMPLE BY HATCHING SUPERVISION? RECEIVED DATE TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922-1512 °°. QUANTITY Cu Ya S2N POUR LOCATION AND NOTES te SVNF TV 11JSplc --- _s - slxi_' 4 CONcR{TL PLAc=mrNY fljL 6e t F - ra , vo Zziv £ 2 F.s! - 01. 7 g i/ S‘Ay o Ai ‘R-4a( "°g /I c4e H w,i RraLctrtn 2 7 /C aN ,9 <L merRjAps ctOM Pa v/f'iiv,* ty6i/ rf/ W4! c 4/rpi crtp /At -s 7 el, y /r7 4A/Av e,p, 7#' /g 2 pc. 6b ��/ 4 i Pro 5 s�C�s, T� .4L A �.s� imp, SvB SANb /S AL y S'ArvR A 4 o � cr�D FQv /�V� TO r�i SvRF G c /Ty £ �NSof P(cTOR WTo � m 4I0c lJ W-'9 R1L O 9 SI TVAT/ Off/ WORK CONFORMS YES Er VC "Thus report is provided for the information of the client only. The reproduction of this report by any method and Is transmittal by any means to a third party weriout the written permission of Pacific Testing Laboratories is prohibited" `This certification attests to the accuracy of the results obtained from the actual test performed andlor observations made within the defined scope of the work. Certification shall not be construed to represent inspection. approval or acceptance of other associated work a nn of design or worwatriny of the specification requirements' MARK SIZE AREA (SO IN.) DATE TESTED AGE T STRENGTH CHECKS= LBS ULTIMATE PS I >< t 2 'L :: //4 AP __2 rt e —Q F / / rj .]- , y.o `4 ?____u r • - c:74) _ Q _go( 1 2. WX 1 A /e' /A,2 A. /f /.?.2 40 ___.!' EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206) 282.0666 Fax (206) 282.0710 MAILING ADDRESS PROJECT LOCATION 4 SSMC.. Cab c. . ? . 0. 3, IA 5e.. fit/ , /.;.? S/ ATTENTION: TYPE OF CEMENT At, TRUCK ey7 CEMENT PROPORTIONS QLbs ❑ Sacks Cu. Yd iNot Ceral.ed oy P T Lab) POUR LOCATION AND NOTES: 9v SAMPLING IN ACCORDANCE WITH V APPLICABLE CODE AND SPEC 7 lf.'•S P. S 9. to • ? 4 '• i; Certified Report by Pacific Testing Laboratorie CR 8P•2 Imo- • SLUMP s% /e TICKET N PACIFIC TESTIN LABORATORIES PURCH. ORD NUMBER COMPRESSION TEST RESULTS C SE AGG Y �� ®Lbs ❑In Max MIX PROPOIONS VERIFIED , / BY BATCHIN SUPERVISION? /s' 0 '• ''':PORT NUMBER CR 5686'9 iiEVIOUS APT. NO C.SZ 5 -10 8 (.0 REPORTED DATE BY r t CAST /pX BYVIEWEO DATE , �ay _J_�.._ PERMIT CERTIFICATE n. NUMBER 1r'�., 3 G NUMBER . " ^!_„r c 1 ARCHITECT CIA 4. ENGINEER t •• • • CONTRACTOR 4 - 3 •6 L - /' TEST EC ,JIat,1ENT ID NO AND DESCRIPTIONL-- •C'•^'t' , A. • A 'h' A $T 1,r TEST l,1ETHOC NO C _._�_ ! , 3 , /Y / 2 , TEMP & 0j,/. / -, c� DATE / L MIXING DESIGN 3r „ SAMPLE WEATHE= r � i'�! s CAST � 9 . PLANT � 1L:L ____ STRENGT -r'; TYPE C FINE AGOG ) ADMIX Q Lbs. _� ._ y:�_ ❑ Pet Sack E Per 4 ed 41.._4v_ �L/tt . _ ins AIR ' r • .• QUANTITY `r• SUPER PLASTICIZED SLUMP eti . 4 MIX t' DATE SAMPLE _ ___..z9 "e? 7C� 4: (+- rlyd .. y P' /() C° /2„,0 z l'/ 0 •• , r GD • / , Q / 1 i -,3 f 9, �� re - S T C e I 0.0 ri a A4 id: N4 :.a fi > r •\ � 1 ; C: �>1�r. ey /� � �'_;,. ek4 iLJ � c• s U .,..-pr MCCtYe G -%c.,j ‘ 11,:_c ( 0 i t / •l (JL' e_ 7 a 7 ` a. DATE TACOMA DIVISION 2402 Pacific Highway Eas: Tacoma, WA 98424 (206) 922.9299 Fax (206) 922.1512 ✓[' d_124/44d t • `iry X1 .2) WORK CONFORMS YES WI NO ❑ This report is provided for fie information of the client only. The reproduction of this report by any method and its transmittal by any meant to a third patty without the written permission of Pacific Testing Laboratories is prohibited' •This certrf cation attests to the accuracy of the results obtains a actual test performed and 'or observations made within the defined scope of the work Certification shall not be construed to represent inspection approval or acceptance of other associated work or a warranty sign or workability of the specification requirements' MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS . P.S.I. A ‘x /4 2.4 % l0 - 3 - 90 10 -X i" - 90 16 7 ZS' 223 ia / lr-.o 0 2- IP 4I, 4J•!>t 13 I , C 1t MEW 0C1* 1919901 N1.11NCs 17L-1' X ES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282 -0666 Fax (206) 282 -0710 MAILING ADDRESS PROJECT /� G / A J 1 1 O(L_ c LX , Qi NUMBS R ORD. NU VL' /la f MBE 1/ / LOCATION TEST EQUIPMENT ID NO'S. AND DESCRIPTION Red Red 11),.. lam WEATHER �d� C /o��l CAST / - , !p P y CEMENT �C AGG. PROPORTIONS I tt.bs. ❑Sacks /Cu. Yd. Ita,ILbs. an. Max. (Not Certified by P. T. Lab) V7,0 205:0 34 TYPE OF CEMENT 6 C-/ `7 c Q o i- a C.12.4/== S.R- A A- 60n 9 S ' / a ? -► (ai r.► I POUR LOCATION AND NOTES FIC TESTIN • SLUMP • `` COMPRESSION TEST RESULTS O c ea n LABORATORIES FINE AGG. 12/Lbs. 8 .San /'YyQ 1t TRUCK 1a s TICKET # 65-2 S j SUPER PLASTICIZED SLUMP A/ /A - gy73 f7 tom. h / e / REVIEWED /� / _ BY /7! at/ PERMIT.: NUMBER • a•_z - ARCHITECT C NA ENGINEER 1a , CONTRACTOR al' 6. C/a / Jr Ins AIR rt.)! A EPORT NUMBER CR 5 4 4 2 4 PREVIOUS RPT. NO N ; 4 ASTM TEST METHOD NO G '9 DESIGN RIGN STRENGTH goo Ai TYPE LE &QI'1 C rclt ADMIX d 13 Per Sack ❑ Per J /�4 1 /9 MIX # S %; QUANTITY DATE SAMPLE RECEIVED SAMPLING IN ACCORDANCE WITH MIX PROPORTIONS VERIFIED APPLICABLE CODE AND SPEC ? * S BY BATCHING SUPERVISION? Oa P/4 e e s/ 5 i n 7-/• /Df ;p, rq d fog, 7 1 q r ma ccz ev• arl dj 7 it Ai G 1dI?r ke, 7i4J# 0/ /n f 2 /InIS- hiaf)f 4 Tear ihjaao 1 ;fh ;- pour u,'#4 -la4 cdn 47 / 40 f, el $e Fra ily re - 73, k f.‘, j /elr_ Q1.0/7 S/ ,, s_ TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 DATE _z 6 Q6 CAST II OCT -9 1990 DATE CERTIIC a ¢ y NUMBER Vaal. �Q Cu Yd WORK CONFORMS YES Igi NO ❑ `This report Is provided for the information of the client only. The reproduction of this report by any method and Its transmittal by any means to a third party without the written permission of Pacific Testing Laboratories is prohibited" `This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Pacific Testing Laboratories DATE CR09.2 CITY OF TUKWILA 6200SOUTHCENTERBOULEVARD. TUKWILA. WASHINGTON 98188 September 19, 1990 PHONE # (206) 433.1800 Gary L. VanDusen, Mayor Mr. James Troxel 10700 Meridian Avenue N., Suite 406 Seattle, WA 98133 -9014 RE: Site Address: 3301 S. Norfolk Associated Grocers Utility Permit Approval, No. 90 -311 Dear Mr. Troxel: The Public Works Department has reviewed and approves the site plan for the above mentioned development. Please call Denise Millard, Permit Coordinator, at 431 -3672, to have the following permits prepared for pickup: 1. Curb Cut /Sidewalk /Access (Permit Fee $25.0Q) You are required to complete a Developer's Agreement for frontal improvements along East Marginal Way South, with the City, prior to receiving your Certificate of Occupancy. These improvements may reach as high as $400 per front foot along East Marginal Way South. Please refer to my letter of 9/11/90 on this matter. 2. Storm Drain (Permit Fee $25.00) This property is rated category 06 for the Surface Water Management Program. This addition will not affect that category. You are required to demonstrate to the City's Public Works Inspector that a DSHS approved double check valve is properly installed and operating at this facility, prior to receiving your Certificate of Occupancy. Please contact Greg Villanueva, at 431 -3674, to arrange for an inspection. If you have any questions, please feel free to call me at 431 -3673. re Ross Sf Heller, Associate Engineer RSH /arc:RSH03:AG2 Enclosures (Plan) xc: Greg Villanueva, Inspector - w /site plan anise Millard, Permit Coordinator PW Read File, Dev. File: Associated Groceries CITY OF TUKWILA (2011 SOUTIICE'NTERBOULRVARD, TUKWILA, WASHINGTON )N! Plan Check #90 -311: Associated Grocers 3301 S Norfolk !'NONE #(206)433.1890 THE FOLLOWING COMMENTS APPLY TO AND BECOME RART OF_THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER laciatb 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. Roof diaphragm shall be installed with special inspection U.B.C. Section 302 (c) 2. 10. Readily accessible access to roof mounted equipment is required. Cary I.. VanDasrn, Mayor Associated Grocers Page 2 11. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 12. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 13. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 14. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 15. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 X 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 1 x 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 3301 S Norfolk SUITE NO.: PERMIT NO. BUILDING �a_..7 DATE ISSUED: PROJECT: Associated Grocers All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: BUILD 1G PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 05/17,90 "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation X 3 Slab and/or Slab Insulation 4 Shear Wall Nailing X 5 Roof Sheathing Nailing 6 Masonry Chimney X 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL / PLAN CHECK NUMBER G 10 - 3II cROJECT: THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division, P lumbing permit shall be obtained through the King County Health VVVVVV��.. - /// Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). e lectrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363), YK) All mechanical work shall be under separate permit through the VV�� City of Tukwila. 1/r All permits, inspection records, and approved plans shall be �/ ��� / NN� posted at the job site prior to the start of any construction. hen special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UGC). O 9 All high- strength bolting to be special inspected (Sec. 306, UGC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. 13 Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. � Subg 111VVV��- �� rade preparation including drainage, excavation, compaction, ���� and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). 1 A statement from the roofing contractor verifying fire retardancy 11VV//��� of roof will be required prior to final inspection (see attached procedure). A ll construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stag Regulations for Barrier Free Facility (1989 Edition). 18 All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing, Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19 Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the actory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21 All spray applied fireproofing as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22 All wood to remain in placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. City or= Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -311 (512) Re: Associated Grocers - 3301 South Norfolk Dear Sir: Gary L. VanDusen, Mayor August 30, 1990 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements City cc; Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 2 All new underground piping shall be tested Gary L. VanDusen, Mayor of Uniform Fire Code Sections 12.104 & 10.402(a). Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All control, drain, test and alarm valves shall be provided with identification signs of the standard design adopted by the automatic sprinkler industry. Install the following (NFPA 13, 3 -14.3) (UFC 10.301) *ILA Yours truly, cc: T.F.D. file ncd City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 Gary L. VanDusen, Mayor hydrostatically. Test pressure shall be not less than 200 psi for 2 hours. Maximum leakage allowed (with joints in plain view) shall not exceed 2 quarts per hour. The Fire Department shall witness all tests. (NFPA 24, 8 -9.3.2 & NFPA 24, 8- 9.3.3) (UFC 10.301) All underground piping shall be visually inspected by the Tukwila Fire Department prior to any backfilling. Pipe joints shall not be covered until after completion of a successful hydrostatic test. (NFPA 24, 8- 9.3.4) (UFC 10.301(f)) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) Local U.L. Central Station Supervision is required. (UFC 14.105) 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. c CZ The Tukwila Fire Prevention Bureau Mahan&DeSalvo P il l CONSULTING ENGINEERS 1411 Fourth Avenue Bldg: Seattle, Washington 98101 (206) 624-8150 RECEIVED CITY OF TUKWILA SEP 1 4 1990 PERMIT CENTER September 14, 1990 :.Duane Griffin City. of Tukwila 6200 Southcenter.Blvd.' Tukwila, Washington 98188 Regarding: 90 -T -15 (Associated Grocers Southern Expansion) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Enclosed are the drawings, calculations, specifications and the soils report for your use. cc: CNA Architecture Group 3050 152nd Avenue NE, Suite 600 Redmond, WA 98052 Sincerely, = 1 �IlI� Mahan&DeSalvo CONSULTING ENGINEERS August 21, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 Regarding: 90 -T -15 (Associated Grocers Southern Expansion) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. In the Structural Notes: (a) Indicate that the recommendations of the soils report will be followed. (b) Provide welding by WABO certified welders. (c) Note that the recommendations and installation procedures of the Simpson Company will be followed. 2. Call out concrete tilt -up panel thickness on the drawings. 3. The nailing zones on the drawings at horizontal diaphragms seem to have been switched between freezer and cold storage areas. Revise the drawings to coordinate with calculations. 4. How are chord forces being resolved along grid E at the freezer area and grid G at cold storage? If utilizing existing chord reinforcing and connections, show adequacy. 5. The calculations require 2 - #8 chord reinforcing for forces in the north -south direction at both freezer and cold storage areas. Revise the drawings to provide adequate chord steel and revise the necessary connections. 6. In Detail 9/54.2, call out the chord reinforcing per calculations. 7. Sheets 8L - i1L in the calculations call out ST strap ties across roof purlins at various locations. Where are these on the drawings? 8. There are several locations where large openings are cut in existing panels. Clarify drawings to indicate how these openings are reinforced as required by Section 2614(d). 9. Complete the note at the continuous nailer shown in Section B/S3.1. �; r�11C�1I�Io. (AUG 221990 Ct7Y i.:r. PLANNING DEPT. . August. 21, 1990 City of Tukwila Re: 90 -T -15 Page Two Sincerely, Crystal Kolke CLK: 1 cc: CNA Architecture Group 3050 152nd Avenue NE, Suite 600 Redmond, WA 98052 Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Plan Review PROJECT ADDRESS -:3 1 , -" DATE aa 0.63 (C 9D OCCUPANCY GROUP 1- 4 - ni l TYPE OF CONSTRUCTION Et- =D LOCATION ON PROPERTY, 6 ' ) � (2 at e*evGzevf.ez . —' 01K 'ti. BUILDING HT. / NO. STORIES riA« \I-6T <`z/tA--a- cmeed&I,A0e, FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENT OCCUPANCY i i I1 -n ✓ t .. I .. ' . ►> DETAILED REQUIREMENTS CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT q,Er 4o 500 7_0 Iv s� � F3100 41 5o0 = 1 7. .G.a._Y2.• ) x-78 I 500 - (CG C E444 / Z � cr:nC4 / 5"00 = Lt ✓c2 K PLAN CHECK NUMBER 1 rhea�[n F1, K• -- — 0,.$212,6 - cc. .PA 4• o.', oto �► ttilo tea! u it• is 0 " TYPE OF CONSTRUCTION, Wt•t"C -C.01‘4, i LLS`Z- vale, w PART V, CHAPTER 23, U.B.C. - �OL\ ` Qin) 43 -+ -k¢t AJ d W.S.E.C. T 1 I CHAPTER 51 -10, W.A.C. t (. " W- '(f "(. . NOTES: mitt 4 61A. o,4 ` Z, , (1 C) prepared by: City. of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (201) 433.1800 Gary 4. Vanousen, Mayor TO: PROM: OATS: SUIJICT: (10 /T2.MEMO) MEMORANDUM 'Wcthon Da50.1u0 3hQ t e Doi 1'01 Cz ) l aq o ppy u. 5- r. iqe&s Ect it; or,. Job No. 258.2 File No. 1.1.3 Re: Associated Grocers Freezer Expansion Permit Submittal Mr. Jack Pace City of Tukwila 6200 South Center Boulevard Tukwila, WA 98188 Dear Jack: We are submitting the attached plans for building permit review. As we previously discussed, we are requesting an amendment to our existing DNS. This project replaces Phases 18 and 2 of the existing DNS, however, the overall gross square footage is up +1-6000 square feet, the details of which are identified on our plans. If you need any additional Information, please do not hesitate to call. Sincerely, Arlan olli Principal cc: Jim Trocer, SDC Ron Cameron • Ross Heller 15:508:m .•• GROUP tilt 600 3050 152ND AVENUE N/E • REDMOND, WASHINGTON - 98052 • , TELEPHONE (206) 8824060 FAX NO, (206) 869.1592 4,111.AN E. COLLINS KEITH A: NULL , . MARK 4. WOEIIMAN PROCIPAlAk1-11TF6T5 RECEIVED CITY OF TUKWILA JUL 1 3 1 990 PERMIT CENTER July 13, 1990 Job No. 258.2 File No. 1.1.3 Dear. Jack: Sincerely, Arlan olli Principal 16; Re: Associated Grocers Freezer Expansion Permit Submittal Mr. Jack Pace : City of Tukwi 6200 South Center Boulevard Tukwila, WA 98188 cc: Jim Troxer, SOC Ron Cameron Ross Heller cn ARCHITECTURE GROUP We are submitting the attached plans for building permit review. As, we previously discussed,. we are requesting an amendment to our existing DNS: This protect: replaces Phases : 1 B ; and•2. of the existing DNS, however, the overall gross square footage is up +/ -6000' square feet, this, detaiis of which. are identified on our plans. if you need any additional information, please do not hesitate to call: Suite 600:: 1050IS2NO AVENUE NIE AEOMONO: WASHINGTON 98052 :'. TELEPHONE 120618826060 FAX NO. (206) 869.1592 ARLAN E. COLLINS KEITH A.;NULL MARK I.'. WOERMAN RECEIVED CITY. OF ;TUKWIL.A JUL 131990 PERMIT 'Os/TER PrW PROJECT NAME Associated Grocers, Inc. /Perishable Warehouse PROJECT NUMBER 258.3, 2.5.1 Southern Expansion DATE July 13, 1990 TO: City of Tukwila Department of Community Development Building Division 6200 Southcenter Boulevard Tukwila , i WA 98188 Attn: Denise Millard L , �w NNb y� ',66 60i* S.t.y. Building .Permit Appl ication Farm_, 3 . Check:':No - : 002000 For.' .$2,4:30.: z'Payabl e. ,to.,f Pr ole `ct.,Marual;: >('Spe'ci'f.ica't. ons wi ;Si;'ruct`.iirai; ,Cal cut ati'on L. T 'A :Commitment with ,Legal Des'c''ra Working }:Dra (Complete Set) Ati Landscape Architectural ARCHITECTURE GROUP Suite 600 3050 152ND AVENUE N/E REDMOND, WASHINGTON 98052 TELEPHONE (206) 882.6060 FAX NO. (206) 869 -1592 . ��l. �Rt: rit�.f:±�t'� ff ��i7+'v1'��'�rt• AVM �'� �•.�. i• .` �n^'VtMs'"YA ,7�`LGM ti: j - tKt ,(:Pl any ?Gljeck Fee) eotechn:ical4.:Re�ort ;.Thal tided., `? St ruc t ural ar/. r.. R '�r,:'rx�!4ys. °i.r,a:y;p'.:,s": ri "e'•A';ti�in�1`r r?;a 7,(:'�r 7�! %Y�ry`�S� .. F , L , :�x ^ itfierat Glycol ... Electrical Material .. Handling . . ._2_.__. _7/10/90. Refrigeration .Calculations. _.. . 6.. _. _........_.__. 7/. 1 3/ 9 . 0...... _Civil _,...Drawings . (with ..Drainage _.Calculations.). __ ....._._._A __ 2_ /7 ty Tukw Determination Of_Nons _ gni f i canoe Form. - 12119 /89- .' Utili . ty .Permit . Application .,-( Previuosly Submi tted . ) ...,...._ ..,_.,......_.............._... ..7/43/90`` -. CNA- Letter-- to- . Mr-...Jack "`Pace., Re : .a. to.._ex . is.ti ng. DNS ...._...__..:,,._.._..._... RECE:)VED Jim To, el Spy µ ~P R M)TCt LA TER E` ,�,5 JUL- 11 -'90 16:17M ID :PRECISION REFIG 2 :5036268443 11348 P01 �.., PRECISION REFRIGERATION INC. 14275 N.W. SCIENCE PARK DRIVE PORTLAND, OR. 97229 503 627. 0742 T0: 1 YAK A TTN: C/A' SUBJECT:- 4 cy MESSAGE: FAX (503) 626 -8443 TOTAL j OF PACES 1NCLIIDINC COVER: FR OM.14, x , c ...�/c , � DATE: ;;• •• 'I PROJECT: PROJ. NO.: FILE NO, : COPIES TO: r RECD CNA 1990 CIT or 7UWIUI • 1994 3UL. PEBMIT;Ct~NTEfI • JUL-11 7 '90 16:17N ID:PRECISION REFIG 2 :5036268443 i ... • Tie,4-.'x&i,Z4.1._._ fr.. . 4/ec? A 4-77 ,.. ..efge . ,4?'i7fr M4 _75; bh.s.. • , . S 77. .f# „ ; .A ..3 _74 ;As c.icro pp • • • ..... _ . . ..........,.. g 03 4f6- • A ee'v • C)) ....„ • I:1348 P02 • 41/ 74 Se.fr r/z. 3 00 TA. JUL- 11 -'90 16:17M ID:PRECISION REFIG .. . 4Q�e�6,y2iyt S SaxllY/�/..., .... ...................._.�1G. �.?�...X . % 4=,/- Ste_...:..._ _ ._ __.. .- .......... %�2. �.? ..,. • • 2 :5036269443 • '4348 P03 .:....... -ti /Ay f �' '..../ 'fern' "'....._...,_, r :. . • JUL- 11- '9016:17M ID :PRECISION REFIG ( 03).627-0742 503 To: ��.���' Ilat*'t ATTN: ( /L' SUBJECT:- ,4 C / MESSAGE: /1/ . / :i/ rl/��l ./ e 2 :5036268443, PRECISION REFRIGERATION INC. 1 14275 N. N. SCIENCE PARK DRIVE PORTLAND, OR. 97229 5 FAX 503 626 -8443 FAX 503 6,26 -8443 TOTAL j OA PACES INCLUDINC COVER: FR OM :4 2/.4 .4 ;►N... DATE: rr/ ,/c' / ,%,�r x348 P01 ., RECEIVED CITY OP TUKVVILA JUL .1 3 1990 PERMIT CENTER JUL- 11 -'90 16:17M ID:PRECISION REFIG l • ;1 ,... X &,/. ......_....__._..._ _... _ . _...._..............,_.�..�._ ..........�....._. .., ... 7/4 r7 E -:7...:............ 4't , . Awe. ! ?X..3..t�, X!% P,�.��lc?... :.. 35`X Viz. x�i5' r .- ........ -` /�.► .. .... ........ ` ....... /. f', .t< < %r'k ei ..3 x...�.y . l�.. : y! l...�. ....�r�?.X 3cpe 7 6t.6 .. s ax) • .bF, 6rL. S ... _ ... .. ,, !�X IS..:fP6 • 2 :5036268443 ingPb c - : 4345 P02 7 ; , _................ !"/( 4. . »_.._,....., ............. ..1�:�tsl.. y`_.`a;I.L.Z ...,,............,... _. _. »._..,..:......,. . . Z. • JUL- 11 -'90 16:17M ID :PRECISION REFIG Si :503626844 x3 PO3 3 • HUM IY UI- IUKWILI4 WAC 197 -11 -970 Description of Proposal PARISHABL FO' EX ISTING TRU„ CK DObi_, IU' DETERMINATION OF NONSIGNI?ICANCE 111 1 :11 I r cWbW10. X192 MHM 2 199W 4 bc'HP'1 H.Idd C. gl8 ST • FT 1 '• P roponent ASSOCIATE G ROCERS INC Location of Proposal. including street address, if any 1301 snUTH Nnncnix, wHICH gpafERS THE CITY OF TUKWI 1 THE CITY /F RG 4E IL I Lead Agency: City of Tukwila File No. EPIC- 3589 The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) fs not required under RCN 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. 0 There is no comment period for this DNS Ell This DNS is issued under 197 -11- 340(2). Comments must be submitted by The lead agency will not act on this proposal for 13 days from the date below. Responsible Official Rick Beeler Position!'litle Planning plrgctgr Address , , • 1 0 S. he -n ;ouleva d Tu ./r/ 981 Oat i , 1s.►_, .0*/ Signature ,,rte •�•.. You may appeal is determination to the Ci y Clerk at City Hall, 6200 Southcenter Boulevard. Tukwila, WA 98188 no later than 10 days from the above date by written appeal stating the basis of the appeal for specific factual objections. You may be required to bear some of the expenses for an appeal. ;opies of the procedures for SEPA appeals are available with the City Clerk and Manning Department. "M.DNS Phone 433 -1946 e-11UM � L 1 I V UF- I UKW I LH WAG 197 -11 -970 Description of Proposal a � PARISHAB F EX ISTING TRUC ODORS. Proponent ASSOCIATE G ROCERS Location of Proposal, including street address, if any sae „ N RxnIK, uilaaORfERS THE CITY OF TUKW1 A ! THE CITY 'F T RG 4E Lead Agency: City of Tukwila File No. EPIC- 35-89 The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCM 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. 0 There is no comment period for this ON5 fal This DNS is issued under 197 -11- 340(2). Comments must be submitted by The lead agency will not act on this propose or eye roe e a e elow. Responsible Official Rick Beeler Position /Title Address Oat IM.ONS lui DETERMINATION OF NONSIGNIFICANCE $ I I !II I% Planning Dir$ctor 00 S. the -n Bouleva d Tu „Alf/ 981 Signature 'cidInWEI91bVd MFAH '4, 1 V9W Phone 433 -1846 You maY appeal is determination to the Ci y Clerk at City Hall, 6200 Southcenter 3oulevard, Tukwila, WA 98188 no later than 10 days from the above date by written appeal stating the basis of the appeal for specific factual objections. You may be required to bear some of the expenses for an appeal. "opies of the procedures for SEPA appeals are available with the City Clerk and ) tanning Department. clr r JUL 1 3 199 PERNU CE;lTEf Location e[ ripe Tributary at Point ofCooantratio9 ROM Speci&c Areac Notod useetcoaccatntioa FE iii C RainlaIl 'Nuttily 'r =R Q= CIA P. 11 ibv. Elev. at h of Cow. Ik Grade 96 . ••• iS7rti� P.j.7F 6,e9P Diameter From To Arta No. Acres "A" %moll 1 Pactor • . "CA" E "CA" Total at Pier. Pt. IN Pipe Iran Last Pt. Total at Tt. oI Coat. , u V pa 'deco. I Actual ae . A f A, 033 0.90 D•3o 0.30 5.0 2 0.81 soS 445 /ZS 0.4.3 /.5s 3t /i= °.°rs to" 8 C 4 4.33 0 9v o.3 0 O.(00 5.0 0.69 5.6? 2.tp /,56 4+5 4z8 35 0.48 /.S5 3± 0-013 1Q .. n 9 A3 d.39 6.5° 0.2-o 0.80 S49 0./9 S.43 24 2.03 4.oz ' 3.95 80 4.09 2.9 /•5± /t -O.0Z/ Zi " 0 E 44 0.4o 0. fo 0.36 /,!!v .5:e6 0.89 6. 2.45 2.84 3.95 3.e6 9s 0.o9 2.90 /s : ns o aye e --- / /,� As O �� 9 O 5 ° G. 30 !� G.77 /.o(, ?. & 2.3o 3.36 3.7* 3.75 20 . / S 4/ 3 75- /81- ^ - i ., -L A 6 04 0. 90 45 I.82 7E3 al? 8.02. 2, Z5 4 3.75 3. --.0- 0. is 3. A ci- r,: �, .. Project 4i so .41 G/Lec-c. -5 PEI File No_ G 5 3 Date LA4 /2 PEI ENG4 4/90 Date c/c.J % 7 / Z /1f1? 1 -D -F Glove ,€Ewrix- - Return Year 25 RECE!V7 C'TY ..- . _ , ..:1 LA JUL 4 {..:; Line From Retina Year • To by T7E41av kin ev.+r (-- C r rt1 G Q, l � P1 H tr J- O w -3 0 0 w ,Mm t VTSTAM 'A• .. rIVSSfOKOWN • JUL 12 '90 16:29 PEI 206 453 -9470 n IN OWING CONNECT NEW DOWN SPOUT TO limp; 6'oRAW LINE (TYP 'JAL NV MCP "7." wiGUARO POSTS CUT vMLVt CUT IN or Tu ON Exist. 10''WATER LINE WOG ACCOS ROAD N84' 46 32 E P.2 \ t .\\ ' ■ ASSe‘Oree G�s.s,Ert Man 0.4/s/Atte r~ UL aC,6 h CHART 12 • ur wQ ■ ■. ■■■ ■A■■■ ■fI ■i: �. .i■ ■■�: ■■R fu■ ■wi lll REl URf1 ■111■ ■OWIIM ■■■r■ ■ 11111'6 ■1 i. '.. ■ra:1 ■�.IN:■■ ■■ INE■namissur irI1= � rwlnw.■■omm ' mansowm uli■■■ iii. if mw.rf m ■ imp :moms! MIS ■ O i ■ .r11ii i ■ �■ l I ■ i jj i r I UM ■■ir ■ ■ A 112:■1� ■ Q M wwr .i■■■■ ■■ i i i! =iii ■i • ■ ii:�■�iliil ■ iaw��■iiii� ■1 aiinath whauEl IMO " scipr • T • • ■w TF� .1..t - r. .�. E . 4. 4... '. • T • •■ • fl _ iiwl MEMM: M ■ .s. ■ 1 • F -• , = rr '1' • • I U '!' h I LU Num IMP IN sail • ri1■1■ t`f1►M al l IROXEUM 1 • .. • ■ t. i i =�w °� u�i =i� i =uvei :; oo Na iir 1 11:1 : 1 i.w.� .ili II ■ . ■ :EE milIME ■p_ 1 ■ ■ >r■■ ■ .... s i... ■.1 ■r.i�ir■■w ■l�■ .►"y.■■■■■�:, ■ ■ .i sa*somplw MM. to rii■ ■ - -- it'oi.i.lril:.Q.i.i.i i ■i'�if sour�..w ■■■ i i �l■■# i...iwfl.1 ■f� rltllr■■■ ■!W .r1 .fr .ii ■w: 4 .1 ■L' I ■■ ■■■ f; w. ■ •. . a�■.�1,s... f ; T T' • an gas /urn- IRMO Clime El Emermssiigi P am:ima m m il a millimm • 6 ■■■ A PA r 1 I. I 4 111 i ■r►4i �■■a4' Lag to. .455EN nEr: A. •r. II • � • i I I -1 -t• 4 • • • Pj ti F.4 44 j . p: + 'r «t } . t r ? .... I. r L'_'.r O Location of Pipe Tribwryat Point d Concentration Prom Specific Areas Noted moo ofcoot+catrst. 11 ] Q= CU Alg At $s Elev. at Cow. ik Grade 96 . E24t5i1� - Pr-E G9� DiasNcr Flow To Area No. Ades "A" Runoff Factor 'C.. "CA" Z "CA" Total at rice- Pt. b I L Pt. Total at Pt. of COW. -. 7 u 'p Meal Actual ; -;: sw :: :.:, A B %, 0.33 d 90 a•3o 0.3o 5.0 Z.7 0.81 5.05 44s /1.1 o.48 J.5 St /J = 0. 13 8 C A. 10.35 . 63° 0.60 5.0 o.6? 5.6? 2.4, /. 5i 4,/t S 4.28 3 5 d.48 /.S� 3± n=a °'3 is •• D ,Q d.3rj 4.5 D. ?o D. $O 5.69 6./9 5 2.4 2.03 4.0z 3.75 go 0. oy 2 90 / 51 f �2/ . E � 4- 0 d. 90 0. ?!a /. /!0 5.e8 0.89 6.77 245 2.84 3- 3.86 ei s 0.09 2.90 / S 1 rl - 0- D L1 Zr •. S 0.59 0.5� G• 0 3 ! � G.77 I.O� 7. �3 2.3o 3.36 3. 78 3.15 20 d.1 S 37 J. 8 t r ".- s _ 4 '1. 2-1 - ---.. Ae, 0:4 6.90 0.5 1.82 7 6. t? 8..12. 2.25 4 3.75 3 - ' - - 0./S 3 1.8= " oz' Project A$sot /Aft o &,t 4 C4 5 PEI File No. G 500/o 3 Date PEI F.NG4 6/90 1'tly f 19 `l a orm Date <A., / / 1, /1f0 Line 1 -D -F Clove £Fwrab- - SF -►vric Froth To by 1,E4/ a it.iolea a Return Year Z5 Retuta Year SI�11. ompatafions F- r) Cr; H r.J Cr. kfil L w 410 d w t+f S Si COICC..►IN /EP Lif t:TAT*4 'A' A. A►' \ \ M u• sr •i 01.I01110 koti0.i St In CAVING 1% 11 1 lb& AAA CONNECT NEW GOWN SPOUT TO 4XI6T, d DRAIN LINE (TYPI NV MCA 0111 y 1 ,.an POST INDICATOR VAWE I WIWAI1O POSTS CUT IN IC" TEL ON EXIST IC " WATER LINE 900413 . 46' 32 E • Aft • .• :1" C- Ass. Arya dodoes* Man 0114,111414e UL 1 ''�O 16 3U PI .7S 43-4O • Nl 1 I ■■■O■■ri■ ■■■■■■ ■s' masummagimp mmummINIEmmom ■ama10 11M Mm • ■ :ail ■■ LILLAkial IlrAFIEN 1 I i r s p ri tEr : • ail it. ■a . EMM lel En ■■ aa i1 : ■■ UUN � : N L4 II.L9 ■■a■ i I r■ ■�1■■ I ME �ii11 ■ ■� 1 :11 I ■ • MEI! 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TT -T T ■■ 11i �■►_ Ito■■■ =■■ r . � , ■■ws■■■ ■r:■■ mama:: .. 3�:::1 .1! _ ■.. ; w 1�■■■, r " ...All IIi■:1■.''1 11 i . • u■au i s T ■ • 117 r t . r ■ _ .... �. r t ■■■ I'T ■ Eau— ;■ MEM y.. • :.tr-r i1—r— r .-r. -4 - MO , .. :� r . 515 .•• 1 A CHART 12 ti P. -1 t . r . •r'r t r ,. ?' • 1 r•1 "t "'ft r . ' r ; r.,_.r • O 1 KATHY VON HARDEN DARYL SAVIDIS UNIT 6 628 -5610 Effective Date: January 21, 1988 at 8:00 A.M. 1. Policies to be issued: JUL 12 '90 15:21 PEI 206 453 -9470 ■ r Proposed Insured: APPROPRIATE LENDER SEE SCHEDULE A (NEXT PAGE) ALTA Loan Policy 1970 Amount: TO 8E AGREED UPON (Amended 10 -1770 and 10- X17 -84) Premium: Extended REORGANIZATION RATE Tax: P.5 CHICAGO TITLE INSURANCE COMPANY 701 FIFTH AVENUE, SUITE 1800 SEATTLE WASHINGTON 98104 A. L. T. A. COMMITMENT Our No. 132281 SCHEDULE A Your No. SEA 88026 --- _____ The estate or interest in the land described herein and which is covered by this commitment is: A Fee Simple The estate or interest referred to herein is at Date of Commitment in: ASSOCIATED GROCERS, INC., A WASHINGTON CORPORATION 4. The land referred to in this commitment is •situated in the County of King, State of Washington. and is described as follows: vested RECEIVED CITY OF T.UKWILA sUl 3 1990 PERMIT CENT[FI JUL 1' '90 15 :20 PEI 206 " A. L. T. A. COMMITMENT SCHEDULE A (Continued) Our No. 132281 Your No. SEA 88026 P.4 A POINT OF TANGENCY ON THE NORTHEASTERLY MARGIN OF EAST MARGINAL WAY; THENGZ NORTH 11 DEGREES 20'42" WEST ALONG SAID NORTHEASTERLY MARGIN 272.50 FEET TO A POINT OF CURVATURE OF 1184.34 FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHERLY ALONG SAID CURVE AND MARGIN AN ARC DISTANCE OF 209.97 FEET; THENCE CONTINUING ALONG THE NORTHEASTERLY MARGIN OF EAST MARGINAL WAY, NORTH 23 DEGREES 39'16" WEST 474.00 FEET, MORE OR LESS TO THE SOUTH LINE OF SAID GOVERNMENT LOT 8; THENCE ALONG SAID SOUTH LINE, SOUTH 88 DEGREES 07'58" EAST TO THE SOUTHEAST CORNER OF SAID GOVERNMENT LOT 8; THENCE ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 3, SOUTH 88 DEGREES 07'58" EAST 267.86 FEET TO THE WESTERLY BOUNDARY LINE OF THE SEATTLE — TACOMA INTERURBAN RAILWAY RIGHT OF WAY; THENCE ALONG SAID WESTERLY BOUNDARY LINE, NORTH 8 DEGREES 11'15" WEST 738.75 FEET TO THE SOUTH LINE OF SAID T. GROW'S DONATION LAND CLAIM; THENCE SOUTH 89 DEGREES 59'25" WEST ALONG SAID SOUTH LINE 157.62 FEET TO THE WEST LINE OF SAID SECTION 3; THENCE SOUTH 0 DEGREE 23'12" WEST ALONG SAID WEST LINE 137.23 FEET; THENCE NORTH 89 DEGREES 58'12" WEST TO A POINT WHICH BEARS SOUTH 89 DEGREES 58'12" EAST 168.00 FEET FROM THE EASTERLY MARGIN OF EAST MARGINAL WAY SOUTH; THENCE NORTH 23 DECREES 39'16" WEST 181.29 FEET; THENCE NORTH 89 DEGREES 50'45" WEST 168.16 FEET TO THE EASTERLY MARGIN OF EAST MARGINAL WAY SOUTH; THENCE NORTH 23 DEGREES 39'16" WEST ALONG SAID MARGIN 37.98 FEET TO A POINT WHICH IS SOUTH 23 DEGREES 39'16" EAST 110.00 FEET FROM THE INTERSECTION OF SAID EASTERLY MARGIN WITH THE SOUTHERLY MARGIN OF SAID SOUTH NORFOLK STREET; THENCE NORTH 66 DEGREES 20'44" EAST 82.87 FEET; THENCE NORTH 0 DEGREE 17'25" WEST 33.68 FEET; THENCE SOUTH 89 DEGREES 51'31" EAST 11.60 FEET; THENCE NORTH 0 DEGREE 36'53" EAST 92.84 FEET TO THE SOUTHERLY MARGIN OF SAID SOUTH NORFOLK STREET AT A POINT THEREON WHICH IS NORTH 66 DEGREES 00'17" EAST 145.00 FEET FROM ITS INTERSECTION WITH THE EASTERLY MARGIN OF SAID EAST MARGINAL WAY SOUTH; THENCE NORTH 66 DEGREES 00'17" EAST ALONG SAID SOUTHERLY MARGIN 717.00 FEET TO A POINT OF CURVE; THENCE EASTERLY ALONG SAID MARGIN, FOLLOWING AN ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 340.71 FEET, AN ARC DISTANCE OF 131.98 FEET TO A POINT OF TANGENCY; THENCE NORTH 88 DEGREES 11'57" EAST ALONG SAID MARGIN 409.23 FEET TO THE TRUE POINT OF BEGINNING; ALSO THAT PORTION LYING NORTH OF SOUTH NORFOLK STREET DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 3; THENCE SOUTH 0 DEGREE 23'12" WEST ALONG THE WEST LINE OF SAID SUBDIVISION JUL la '90 15:19 PEI 206_453-9470 C A. L. T. A. COMMITMENT SCHEDULE A (Continued) • P.3 Our No. 132281 Your No. SEA 88024 THAT PORTION OF T. GROW'S DONATION LAND CLAIM IN SECTIONS 3 AND 4. TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, AND OF GOVERNMENT LOT 1 IN SAID SECTION 3, AND OF THE ABANDONED SEATTLE — TACOMA INTERURBAN AND PUGET SOUND ELECTRIC COMPANY RIGHT OF WAY, AND OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 3, AND OF THE GOVERNMENT LOT 9 OF SAID SECTION 4, AND OF GOVERNMENT LOT B IN SAID SECTION 4, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE CONCRETE MONUMENT MARKING THE INTERSECTION OF THE CENTERLINES OF SOUTH NORFOLK STREET AND AIRPORT WAY SOUTH, WHICH POINT BEARS NORTH 88 DEGREES 11'57" EAST 521.23 FEET FROM THE CONCRETE MONUMENT MARKING THE ANGLE POINT IN THE CENTERLINE OF SAID SOUTH NORFOLK STREET; THENCE SOUTH 88 DEGREES 11'57" WEST ALONG THE CENTERLINE OF SAID SOUTH NORFOLK STREET 37.33 FEET; THENCE SOUTH 1 DEGREES 48'03" EAST 40.00 FEET TO THE INTERSECTION OF THE SOUTHERLY MARGIN OF SAID SOUTH NORFOLK STREET WITH AN ARC OF A CURVE CONNECTING SAID SOUTHERLY MARGIN WITH THE WESTERLY MARGIN OF AIRPORT WAY SOUTH, THE CENTER OF WHICH CURVE SEARS SOUTH 33 DEGREES 31'08" WEST 48.00 FEET, AND THE TRUE POINT OF BEGINNING; THENCE SOUTHERLY ALONG SAID WESTERLY MARGIN OF AIRPORT WAY SOUTH, FOLLOWING SAID ARC OF A CURVE HAVING SAID RADIUS OF 48.00 FEET, AN ARC DISTANCE OF 29.13 FEET TO A POINT OF TANGENCY; THENCE SOUTH 21 DEGREES 22'39" EAST ALONG SAID WESTERLY MARGIN 1128.01 FEET TO A POINT OF WIDENING IN SAID AIRPORT WAY SOUTH; THENCE SOUTH 68 DEGREES 37'21" WEST ALONG SAID MARGIN 35.00 FEET TO A POINT OF CURVE IN SAID MARGIN THE CENTER OF WHICH BEARS SOUTH 68 DEGREES 37'21" WEST S60.00 FEET; THENCE SOUTHERLY ALONG SAID MARGIN FOLLOWING AN ARC OF A CURVE HAVING SAID RADIUS OF 880.00 FEET, AN ARC DISTANCE OF 509.03 FEET TO A POINT OF WIDENING IN SAID AIRPORT WAY SOUTH; THENCE NORTH 78 DEGREES 13'59" WEST ALONG SAID MARGIN 3.00 FEET; THENCE SOUTH 11 DECREES 46'01" WEST ALONG SAID MARGIN 221.40 FEET TO A POINT OF WIDENING IN SAID AIRPORT WAY SOUTH; THENCE NORTH 78 DEGREES 13'59" WEST 3.00 FEET TO A POINT OF CURVE IN SAID MARGIN, THE CENTER LINE OF WHICH BEARS NORTH 79 DEGREES 13'59" WEST, 322.96 FEET; THENCE SOUTHERLY AND WESTERLY ALONG SAID CURVE AND MARGIN AN ARC DISTANCE OF 666.38 FEET TO A POINT ON THE NORTH MARGIN OF THE BOEING ACCESS ROAD; THENCE SOUTH 5 DEGREES 13'28" LAST ALONG SAID MARGIN 7.00 FEET; THENCE SOUTH 94 DEGREES 46'32" WEST ALONG SAID MARGIN 447.92 FEET TO A POINT OF CURVATURE OF A 102.80 FOOT RADIUS CURVE TO THE RIGHT IN SAID MARGIN; THENCE WESTERLY AND NORTHERLY ALONG SAID CURVE AND MARGIN 120.50 FEET TO Our No. 132281 Your No. SEA 88026 THENCE SOUTH 88 DEGREES 40'52" EAST, ALONG SAID SOUTH LINE 57.98 FEET TO AN INTERSECTION WITH THE NORTHERLY MARGIN OF SAID SOUTH NORFOLK STREET; THENCE SOUTH 66 DEGREES 00'17" WEST, ALONG SAID NORTHERLY MARGIN «203.61 FEET TO AN :INTERSECTION WITH A LINE WHICH 213 FEET WESTERLY, MEASURED AT RIGHT ANGLES AND PARALLEL TO THE WESTERLY MARGIN OF SAID PUGET SOUND ELECTRIC COMPANY RIGHT OF WAY; THENCE NORTH 8 DEGREES 1/'15" WEST, ALONG SAID PARALLEL LINE, 88.01 FEET TO A POINT WHICH BEARS NORTH 88 DEGREES 40'52 WEST 140.07 FEET FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 88 DEGREES 40'52" EAST 140.07 FEET TO THE TRUE POINT OF HEOINNING. KATHY VON BARGEN DARYL SAVIDIS UNIT 6 628 -5610 1. Policies to be issued: JUL 12 '90 /5:21 PEI 206 453 -9470 • Proposed Insured: APPROPRIATE LENDER in: Effective Date: January 21, 1988 at 8 :00 A.M. P.S CHICAGO TITLE INSURANCE COMPANY 701 FIFTH AVENUE, SUITE 1800 SEATTLE WASHINGTON 98104 A. L. T. A. COMMITMENT Our No. 132281 SCHEDULE A Your No. SEA 88026 ALTA Loan Policy 1970 Amount: TO BE AGREED UPON (Amended 10 -17 -70 and 10- 17 -84) Premium: Extended REORGANIZATION RATE Tax: The estate or interest in the land described herein and Which is covered by this commitment is: A Fee Simple The estate or interest referred to herein is at Date of Commitment vested ASSOCIATED GROCERS,. INC.. A WASHINGTON CORPORATION The land referred to in this commitment is situated in the County of King, State of Washington, and is described as follows: SEE SCHEDULE A (NEXT PAGE) ECEIVED CITY R OF IVV ILA JUL 11 1990 PERMIT CENTER JUL 12 '90 15 :20 PEI 206 453-9470 _ P.4 C A. L. T. A. COMMITMENT SCHEDULE A (Continued) Our No, 132281 Your No. SEA 88026 A POINT OF TANGENCY ON THE NORTHEASTERLY MARGIN OF EAST MARGINAL WAY; THENCE NORTH 11 DEGREES 20'42" WEST ALONG SAID NORTHEASTERLY MARGIN 272.50 FEET TO A POINT OF CURVATURE OF 1184.34 FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHERLY ALONG SAID CURVE AND MARGIN AN ARC DISTANCE OF 209,97 FEET; THENCE CONTINUING ALONG THE NORTHEASTERLY MARGIN OF EAST MARGINAL WAY, NORTH 23 DEGREES 39'16" WEST 474,00 FEET, MORE OR LESS TO THE SOUTH LINE OF SAID GOVERNMENT LOT 8; THENCE ALONG SAID SOUTH LINE, SOUTH 88 DEGREES 07'58" EAST TO THE SOUTHEAST CORNER OF SAID GOVERNMENT LOT 8; THENCE ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 3, SOUTH 90 DEGREES 07'58" EAST 267.86 FEET TO THE WESTERLY BOUNDARY LINE OF THE SEATTLE— TACOMA INTERURBAN RAILWAY RIGHT OF WAY; THENCE ALONG SAID WESTERLY BOUNDARY LINE, NORTH 8 DEGREES 11'13" WEST 739.75 FEET TO THE SOUTH LINE OF SAID T. GROW'S DONATION LAND CLAIM; THENCE SOUTH 89 DEGREES 59'25" WEST ALONG SAID SOUTH LINE 137,42 FEET TO THE WEST LINE OF SAID SECTION 3; THENCE SOUTH 0 DEGREE 23'12" WEST ALONG SAID WEST LINE 137.23 FEET; THENCE NORTH 89 DEGREES 58'12" WEST TO A POINT WHICH DEARS SOUTH 89 DEGREES 58'12" EAST 168.00 FEET FROM THE EASTERLY MARGIN OF EAST MARGINAL WAY SOUTH; THENCE NORTH 23 DEGREES 39'16" WEST 181.29 FEET; THENCE NORTH 89 DEGREES 50'45" WEST 168.16 FEET TO THE EASTERLY MARGIN OF EAST MARGINAL WAY SOUTH; THENCE NORTH 23 DEGREES 39'16" WEST ALONG SAID MARGIN 37,98 FEET TO A POINT WHICH IS SOUTH 23 DEGREES 39'16" EAST 110.00 FEET FROM THE INTERSECTION OF SAID EASTERLY MARGIN WITH THE SOUTHERLY MARGIN OF SAID SOUTH NORFOLK STREET; THENCE NORTH 66 DEGREES 20'44" EAST 82.87 FEET; THENCE NORTH 0 DEGREE 17'25" WEST 33.68 FEET; THENCE SOUTH 89 DEGREES 51'31" EAST 11.60 FEET; THENCE NORTH 0 DEGREE 36'53" EAST 92.84 FEET TO THE SOUTHERLY MARGIN OF SAID SOUTH NORFOLK STREET AT A POINT THEREON WHICH IS NORTH 66 DEGREES 00'17" EAST 145.00 FEET FROM ITS INTERSECTION WITH THE EASTERLY MARGIN OF SAID EAST MARGINAL WAY SOUTH; THENCE NORTH 66 DEGREES 00'17" EAST ALONG SAID SOUTHERLY MARGIN 717.00 FEET TO A POINT OF CURVE; THENCE EASTERLY ALONG SAID MARGIN, FOLLOWING AN ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 340.71 FEET, AN ARC DISTANCE OF 131.98 FEET TO A POINT OF TANGENCY; THENCE NORTH 88 DEGREES 11'57" EAST ALONG SAID MARGIN 409.23 FEET TO THE TRUE POINT OF BEGINNING; ALSO THAT PORTION LYING NORTH OF SOUTH NORFOLK STREET DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 3; THENCE SOUTH 0 DEGREE 23'12" WEST ALONG THE WEST LINE OF SAID SUBDIVISION TA • 11A f ∎IT A►, rum QAI ITLI I 'um AC TLIC •IA,1T41 AA r.PD ms •c, I. M. MII AC • 5UL 12 '90 15:19 PEI 206 453-9470 A. L. T. A. COMMITMENT SCHEDULE A (Cantinuod) P.3 Our No. 132281 Your No. SEA 88026 THAT PORTION OF T. GROW'S DONATION LAND CLAIM IN SECTIONS 3 AND 4, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, AND OF GOVERNMENT LOT I IN SAID SECTION 3, AND OF THE ABANDONED SEATTLE— TACOMA INTERURBAN AND PUGET SOUND ELECTRIC COMPANY RIGHT OF WAY, AND OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 3, AND OF THE GOVERNMENT LOT 9 OF SAID SECTION' 4, AND OF GOVERNMENT LOT 8 IN SAID SECTION 4, IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT THE CONCRETE MONUMENT MARKING THE INTERSECTION OF THE CENTERLINES OF SOUTH NORFOLK STREET AND AIRPORT WAY SOUTH, WHICH POINT BEARS NORTH 88 DEGREES 11'57" EAST 521.23 FEET FROM THE CONCRETE MONUMENT MARKING THE ANGLE POINT IN THE CENTERLINE OF SAID SOUTH NORFOLK STREET; THENCE SOUTH 88 DEGREES 11'57" WEST ALONG THE CENTERLINE OF SAID SOUTH NORFOLK STREET 37.33 FEET; THENCE SOUTH 1 DEGREES 48'03" EAST 40.00 FEET TO THE INTERSECTION OF THE SOUTHERLY MARGIN OF SAID SOUTH NORFOLK STREET WITH AN ARC OF A CURVE CONNECTING SAID SOUTHERLY MARGIN WITH THE WESTERLY MARGIN OF AIRPORT WAY SOUTH, THE CENTER OF WHICH CURVE BEARS SOUTH 33 DEGREES 3!'08" WEST 48,00 FEET, AND THE TRUE POINT OF BEGINNING; THENCE SOUTHERLY ALONG SAID WESTERLY MARGIN OF AIRPORT WAY SOUTH, FOLLOWING SAID ARC OF A CURVE HAVING SAID RADIUS OF 48.00 FEET. AN ARC DISTANCE OF 29,13 FEET TO A POINT OF TANGENCY; THENCE SOUTH 21 DEGREES 22'39" EAST ALONG SAID WESTERLY MARGIN 1128.01 FEET TO A POINT OF WIDENING IN SAID AIRPORT WAY SOUTH; THENCE SOUTH 68 DEGREES 37'21" WEST ALONG SAID MARGIN 35.00 FEET TO A POINT OF CURVE IN SAID MARGIN THE CENTER OF WHICH SEARS SOUTH 68 DEGREES 37'2i" WEST 080, 00 FEET; THENCE SOUTHERLY ALONG SAID MARGIN FOLLOWING AN ARC OF A CURVE HAVING SAID RADIUS OF 880,00 FEET. AN ARC DISTANCE OF 509.03 FEET TO A POINT OF WIDENING IN SAID AIRPORT WAY SOUTH; THENCE NORTH 78 DEGREES 13'59" WEST ALONG SAID MARGIN 5.00 FEET; THENCE SOUTH 11 DEGREES 46'01" WEST ALONG SAID MARGIN 221.60 FEET TO A POINT OF WIDENING IN SAID AIRPORT WAY SOUTH; THENCE NORTH 78 DEGREES 13'59" WEST 3.00 FEET TO A POINT OF CURVE IN SAID MARGIN, THE CENTER LINE OF WHICH BEARS NORTH 79 DEGREES 13'59" WEST. 322.96 FEET; THENCE SOUTHERLY AND WESTERLY ALONG SAID CURVE AND MARGIN AN ARC DISTANCE OF 666.38 FEET TO A POINT ON THE NORTH MARGIN OF THE BOEING ACCESS ROAD; THENCE SOUTH S DEGREES 13'28" EAST ALONG SAID MARGIN 7.00 FEET; THENCE SOUTH 94 DEGREES 46'32" WEST ALONG SAID MARGIN 447.92 FEET TO A POINT OF CURVATURE OF A 102.80 FOOT RADIUS CURVE TO NE RIGHT IN SAID MARGIN; THENCE WESTERLY AND NORTHERLY ALONG SAID CURVE AND MARGIN 150.50 FEET TO 'JUL 12 '90 15:19 PEI 206'453 -9470 A. L. T, A. COMMITMENT SCHEDULE A (Continued) Our No. 132281 Your No, SEA 88026 THENCE: SOUTH 88 DEGREES 40'32" EAST, ALONG SAID SOUTH LINE 37.98 FEET TO AN INTERSECTION WITH THE NORTHERLY MARGIN OF SAID SOUTH NORFOLK STREET THENCE SOUTH 66 DEGREES 00'17" WEST, ALONG SAID NORTHERLY MARGIN. 203.61 FEET TO AN INTERSECTION WITH A LINE WHICH 213 FEET WESTERLY, MEASURED AT RIGHT ANGLES AND PARALLEL TO THE WESTERLY MARGIN OF SAID PUGET SOUND ELECTRIC COMPANY RIGHT OF WAY; THENCE NORTH 8 DEGREES 11'13" WEST, ALONG SAID PARALLEL LINE, 88.01 FEET TO A POINT WHICH BEARS NORTH 88 DEGREES 40'32" WEST 140.07 FEET FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 88 DEGREES 40'52" EAST 140.07 FEET TO THE TRUE POINT OF BEGINNING: FROM:CITY OF TUKWILA ( TO :206 8691592 (DEC 18, 1989 9.59AM P.02 CITY OF TUKWILA CENTRAL PERMIT SYSTEM ENGINEERING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 (206)433-079 UTILITY PERMIT APPLICATION � (peTaseprfnt) SITE ADDRESS 1 S. 4OrZ1 -K- t57.31 i^-1 1 E') +;. PROPERTY OWNER 11:rT t"�J_ - _ • �� PHONE • 21OO ADDRESS S. ' I 4! E a _ 1�b4 "`tL ZIP N , ENGINEER FEU c. � v �.rl PHONE4i;'; 5 _ 1 41 4 ADDRESS fob N e " , - TTM' (- 1 7 JU E lilt. P I P °► 4- CONTRACTOR 41414. L4N04,V YtpU J&i _ _ PHONE 451•x"7 - 1 ADDRESS 1On•lllo'T' E. 1:5Et,.1 JuM, WAY ZIP S oe, PERMITS REQUESTED D7:16 Sewer Main Extension (private) Sewer Main Extension (public) Water Main Extension (private) Water Main Extension (public) Excavation (in public right -of -way) Fire Loop /Hyd.(main to vault) No: Sizes: Landscape Irrigation Sanitary Side Sewer No: Water Meter - Permanent: — Ro: Sizes: _ Meter Address (if differen from site address) Wa er a er- emporery: o: zes: lj Water Meter - Exempt: No: Sizes: Meter Address (if different from site address) WATER METER DEPOSIT /REIMBURSEMENT NAME ADDRESS CITY, ZIP PHONE WATER METER BILLING NAME ADDRESS CITY, ZIP MISCELLANEOUS INFORMATION 1 New Building: Square footage Remodel /Addition: Square footage of original building space 24'2. Square footage of additional building spacei1557 King County Assessor's valuation of existing structures $ Valuation of work to be done S 1,2641_e60 CONTROL A C;T r;crvT, T3 Curb Cut /Access /Sidewalk Channelization /Striping /Signing Hauling Moving an Oversized Load Storm Drain Flood Zone Control Other PHONE MONTHLY SERVICE BILLINGS TO: IA water LI sewer E metro El standby NAME ADDRESS DESCRIPTION OF PROJECT El Single Family Residential E0 Multiple Dwelling: No. units _ Duplex [l Triplex 8 Motel u Notol [] Apartments Other Commercial /Industrial: School /Colleg /University U Church Other PHONE ZIP CI Condominiums Elan Hopi tal Manufacturing 114:6eE.1)4- I2 .SF I HEREBY CERTIFY THAT I HAVE READ THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND COR' Applicant /Authorized Agent (signature) DATE I21 4 1f/91 (print name y Ej_IZE C? PHONE EN6b2 • loobd Contact Person (print name) geE QLQLIP P110N' Address __ D2 152K° iJe$E: t�EJC71Q t~1� zIr 01802 (32 /WI,UTILAPP) associated grocers 6238 September 5, 1991 City of Tukwila Building Division 6200 South Center Blvd. Tukwila, WA 98188 Permit No. 6238 Dear Mr. Schenk: David P. Ho mes Project Architect cc: Ray Gooding Bill Swanson P:22:0906LTR :cf Attn: Mr. Gary Schenk, Building Inspector Proj: Associated Grocers Perishable Warehouse Southern Expansion Cooler /Freezer Addition Tukwila, WA Subj: Correction Notice Item #3 Acceptance Letter For Concrete Slab Will. RE: Pacific Testing Laboratories 4 -10 -91 Report Number CR 56012 (Attached) Ray Gooding of Associated Grocers requested that I respond to the issue of this concrete slab acceptance, since our office acts as the Owner's agent for construction related issues. Associated Grocer accepts the concrete slab infill areas, since the engineer will not approve the mix used under project circumstances. These slab areas are not subject to any loadings, other than forklift traffic. The Owner will monitor the wearability of these areas and request the contractor to correct any deterioration if it occurs. AG W.G. Clark ARCHITECTURE GROUP i Sulie 600 3050152ND AVENUE Ng REDMOND, WASHINGTON 98052 TELEPHONE (206) 882.6060 FAX NO. (206) 869.1592 ARLAN E. COLLINS KEITH A. NULL MARK L. WOERMAN AIA PRINCIPAL ARCHITECTS Nil SEP 1 0 1991 El OF TU1KWILA PLANNING C?gpT. • EXECUTIVE OFFICES 3220.17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 MAILI ADDRESS P 'O J ' 3103 53AT LE WA 9 e 12 4- PROJECT LOCATION FIELD CONTACT: x, >rep 4 =1r�-S ATTENTION: 24 Y Gac' ?E�i •b d NUMBER RD. EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE) ASTM TEST METHOD (AS APPLICABLE) G^�3 REVIEWED BY PERMIT NUMBER ARCHITECT ENGINEER DATE PACIFIC TESTING LABORATORIES REPORT NUMBER LR t1 r r PREVIOUS RPT. NO 4-1 TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922.9299 Fax (206) 922 -1512 REPORT��. BY I D/er__t_ DATE I 444 F DATE CERTIFICA NUMBER CONTRACTOR On �iixr - iv p.e.rfuliivi 1f-- n4,scV' ?rotes ed t, ocloti_c21 - F iAf 4 io ., 1 Drto,. f151" w45 p_raf. (�Cn^� . l L g./ 1'I 4 4 , 5 +4.4 a pa c-,� car t � j a *t v ( f'� j{ {{� .� VV. . c ('1'v.. tvi ¢? , lf L) b i�d•S ' I `1 >C Q. D�.,e.,� ��t�e CIOeIBjt5 . • ll.. " "t" . ♦ , L V f . A .. �.J _„ s_ _ CU S •h.. 4 000 7 5 L p' .l,-, tae , t � —t _ 1 ,:e _A u . a te {�a14- µAe.44 -_ ) OYL.c.1. }r, Le- WORK CONFORMS YES I.;NO ❑ - This report is provided for the information of the ckent only. The reproduction of this report by any method and its transmittal by any means to a third party without the written permission of Pacific Testing Labor/stones is prahAitsd.' - This certAeatwn attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent rMpef trOn, approval or acceptance of caner associated work or a warranty of design or workability of the specification requirem 4 ' ^ MAY Q 2 - Certified Report by >1. Pacific Testing Laboratories 41 1111P _449 MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. 4 E WZ 2_, 9 is 9' 5" 3 3 6.- 6 , 05 . D\O i.3 y 7 l 0 ,%f (-'? A to X2 6 ,y/z,- L /Z, -_- (( A g 9/ i e.9, a C, 4 7 8 I ?/ 4 -reef ,:- G r‘ ..� - ig ' • r 3 z - vy.)c). ° F -- :_c..) " _ ' DESIGN P. EXECUTIVE OFFICES i ` Ci I4 i ESTIlr 3220 -1711i Ay enue.West --- - " -w Seattle, WA 98119 (206) 282-0666 Fax (206) 282 -0710 MAILING ADDRESS PROJECT LOCATION ,1 er J S A'i < - 5 -47n Lod/ 2,¢' ntsvviriv J9f -4 1114 f 1- , a5i 41,4iv, - /DAt s 1 NUMBER RD ATTENTION: TEST EQUIPMENT ID NO'S. AND DESCRIPTION TEMP. & WEATHER SAMPLING IN ACCORDANCE WITH / APPLICABLE CODE AND SPEC ? CEMENT C'SE AGG. . PROPORTIONS .. Lbs. ❑ Sacks /Cu. Yd. ® Lbs. {AI In. Max. (Not Certified by P. T. Lab) IWO pirLbs. TYPE OF CEMENT • SLUMP TRUCK ---J / TICKET # SUPER PLASTICIZED SLUMP MIX PROPORTIONS VERIFIED BY BATCHING SUPERVISION? LABORATORIES REPORTED BY REVIEWE BY PERMIT NUMBER ARCHITECT COMPRESSION TEST RESULTS e CAST / /ApY PLANT cc .4 ^v 4.r :OAT NUMBER CR r• PREVIOUS RPT. NO. — 4/4:,-.77 DATE e CAST c',v,4 ASTM TEST METHOD NO 5 TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 i0 - • 1^- DATE NUMBER C E R T I F I C A T E ENGINEER CONTRACTOR A .K (�C-ii & FLOW 5% DESIGN SAMPLE 6 __- STRENGTH fc TYPE //�� FINE AGG. _ _ ADMIX Z / 4 �► � � 'AO Der Sack ❑Per ler 76- yxv �t 4.0 /ice kz� , ins AIR v /7 % QUANTITY 9 Cu Yd MIX +y DATE SAMPLE RECEIVED POUR LOCATION AND NOTES: Q4'974 �Y 2 crvu 'W -Vipe, a De2AN 7 � 0 / r / i /t∎Ziti f I__a :24. nQb , J ik_ 1 ei_oz 's /6 t 2(6 ' W O Zip f a C 2 4 - 7 e r Ar6V 0 4 4'v . _41. _ - < <� 1 de r ' V1 /X._ ,D� -Cl ti& 14.07rt .per. vec, mi,r & e •.�.&' D/6 Q GfriH_ RK CONFORMS YES ❑ NO,. "This report to provided for theiglormation of the client only. The reproduction of this r rt by any ethod and its transmittal by any means to a third party without the written ssron of Pacific Testing Laboratories is proh b ted" . /,r C" t 7 7� .1 41. yp Q// /Z - s 9 � " 4 ,,4,,G ,; `This certification attests to the accuracy of the results obtained from the a ual test performed and /or observations made within the defin scope o e work. e lic ation shall not consfr ed to represent inspection. approval or acceptance of other associated work or a warranty of d�esiQn �or workability of the specification requirements." / 6- /N ,t//,,, ,, u � p 1 �-..[' Certified Report by Gy C./rrU egs w �CLii C.rh fives `" � C 4 - cop✓a74944. i'J Pacific Testing Laboratories DATE T- ' Y - V CR 1:19-2 ?d ?art NO . W.. A f- _ - — Zbrs �� rz �' +�'���.`.. �? FkYf .' r�` li5a'^ is����r^ ��+' ��.. ��o' i��'. �{ A' �," jty" ir✓ ���".`: �°,' ��r>';" y�. �',*,' �?''+ �'} �x .,.fa.3r�:.'� t' "h° '! "�'�`t, r.}�7 �v,�'F4:.i,::, Lgi1 .7.. -, x..:l .'A ..._M1..,.b 1 ..'_.S.!' 3._6l �f.y_. <a; I..V �!.h. }_ t�t :.. �x � � .... ,r. �... ?2. !. Ln �: �. INDEX OF DRAWINGS CIVIL C1.1 C1.2. LANDSCAPE L1.1 LANDSCAPE PLAN ARCHITECTURAL A0.1 GENERAL A1.1 SITE PLAN A2.1 FREEZER PLAN, SECTION & ELEVATION A2.2 COOLER PLAN, SECTION &ELEVATION A2.3 SECTIONS, DETAILS A2.4 SECTIONS, ELEVATIONS A2.5 DETAILS STRUCTURAL SO.1 GENERAL NOTES & DETAILS S1.1 PLANS - FREEZER S1.2 PLANS - COLD STORAGE S2.1 DETAILS S3.1 ROOF DETAILS S3.2 ROOF DETAILS S4.1 PANEL ELEVATIONS & DETAILS S4.2 PANEL ELEVATIONS & DETAILS S4.3 PANEL ELEVATIONS & DETAILS S5.1 NEW OPENING IN EXISTING PANEL, DETAILS REFRIGERATION R -1 REFRIGERATION COIL PLAN R -2 REFRIGERATION COIL AND PIPING ISOMETRIC GLYCOL G1.1 ELECTRICAL MATERIAL HANDLING MH -1 CIVIL, UTILITIES DETAILS GLYCOL FLOOR WARMING SYSTEM E1.1 ELECTRICAL PLANS E1.2 ELECTRICAL DETAILS PERISHABLE WAREHOUSE RACK LAYOUT (FOR REFERENCE ONLY) r. F 01010 Summary of Work 01027 Application for Payment 01035 Modification Procedures 01040 Project Coordination 01050 Field Engineering 01090 Definitions and Standards 01200 Project Meetings 01300 Submittals 01400 Quality Control Services L 01600 Materials and Equipment 01631 Product Substitutions 01700 Project Closeout L 01740 01710 Cleaning Warranties and Bonds 02010 Subsurface Investigations 02070 Selective Demolition 02110 Site Clearing 02200 Earthwork 02900 Landscape t i i. 03310 Concrete 03470 Tilt -Up Concrete Construction 05120 Structural Steel 05500 Metal Fabrications 05530 Floor Hatches 06100 Rough Carpentry 06170 Glue laminated Beams 07100 Dampproofing 07190 Vapor Barriers 07200 insulation 07500 Membrane Roofing 07600 Flashing and Sheet Metal 07900 Joint Sealers 08110 Steel Doors and Frames 08300 Cold Storage Doors and Frames 08710 Hardware 09510 Acoustical Ceilings 09900 Painting Associated Grocers, Inc. Perishable Warehouse Southern Expansion Tukwila, Washington Project Number 258.3 Specifications 10522 Fire Extinguishers, Cabinets, and Accessories 13038 Insulated Well Panels 15300 Fire Protection 15405 Soil and Waste Piping Systems 15650 Refrigeration 15701 Floor Warming System 15702 Floor Warming System (Refrigeration Contractor) .1 ?O SS7'i:Z �`_R:tir:'•;'f'Ch FJ�u; %.�. 16010. General Provisions 16030 Testing 16050 Existing Systems 16100 Basic Materials and Methods. 16110 Raceways 16120 Conductors and Terminatiors (Copper Only) 16130 Outlet and Pull Boxes 18140. Switches and Receptacles 16160 Motor Controllers 16170 Disconnects and Fused Switches 16180 Fuses 16450 Grounding 16470 Switchboards 16471 Partelboards 16500 Lighting 16920 Motor Control Centers 16961 Thermocouple System 16999 Project Closeout PART 1 GENERAL 1.01 PROJECT DESCRIPTION SECTION 01010 SUMMARY OF WORK A. Project consists of the addition of a cooler and freezer to the existing facility as shown on contract documents, prepared by CNA Architecture Group. B. Work consists of a one story area connected to the existing facility. Also included are limited site improvements. C. Construction is steel and wood frame with Tilt -up concrete panels, insulated and non- insulated concrete floor slabs, with insulated metal wall pnaels, and a suspended ceiling system. 1.02 SEQUENCE OF CONTRACT A. It is the requirement of the Owner to maintain all current operations during this construction addition. The Contractor shall coordinate and inform the Owner of the construction sequence to minimize any potential disturbances to their operations. L 1.03 CONTRACTOR USE OF PREMISES A. During construction period, contractor shall have limited use of premises for 1. construction operations, including use of site. Contractor's use of premises is limited only by Owner's right to perform construction operations with its own forces or to employ separate contractors on portions of project. I . 1.04 OWNER OCCUPANCY I. A. Partial Owner Occupancy: Owner reserves right to occupy, place, and install equipment in completed areas of building prior to Substantial Completion provided that such occupancy does not interfere with completion of Work. Such placing of equipment and partial occupancy shall not constitute acceptance of total Work. L 1. Certificate of Substantial Completion will be executed for each specific portion of Work to be occupied prior to Owner occupancy. 1 .. 2. Obtain Certificate of Occupancy from local building officials prior to Owner occupancy. L 3. Prior to partial Owner occupancy, mechanical and electrical systems shall be fully operational. Required inspections and tests shall have been successfully Upon occupancy, Owner will provide operation and maintenance IV completed. manuals of mechanical and electrical systems in occupied portions of building. 1.05 OWNER - FURNISHED ITEMS I A. Owner will provide all storage racking. I._ 1. Owner will arrange and pay for delivery of Owner - furnished items in accordance with contractor's construction schedule, and will inspect deliveries for damage. 01010-1 PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) If Owner- furnished items are damaged, defective or missing, Owner will arrange for replacement. Owner will also arrange for manufacturer's field services, and the delivery of manufacturer's warranties and bonds to contractor. Contractor is responsible for designating delivery dates of Owner - furnished items in contractor's construction schedule. Contractor is responsible for protecting Owner- furnished items from damage, including damage from exposure to elements and to repair or replace items damaged as a result of his operations. END OF SECTION PART 1 GENERAL 1.01 SUMMARY SECTION 01027 APPLICATIONS FOR PAYMENT A. This Section specifies administrative and procedural requirements governing the contractor's Applications for Payment. B. In general, Owner will be reviewing all Applications for Payment. Architect will provide assistance to Owner if requested. Owner shall also retain an independent firm to provide auditing of contractor's payment requests. C. Owner will provide contractor with application requirements, i.e., format, backup, etc. D. Contractor shall submit a comprehensive construction schedule for the Owner's review at least 7 days prior to first Application for Payment. 1.02 SCHEDULE OF VALUES A. Coordinate preparation of Schedule of Values with preparation of contractor's construction schedule. B. Submit Schedule of Values to Owner at the earliest feasible date, but in no case later than 7 days prior to first Application for Payment. C. Format and Content: Use Project Manual Table of Contents and civil drawings as a guide to establish format for Schedule of Values. 1. Identification: Include following project identification on Schedule of Values: a. Project name and location. b. Name of Architect. c. Project numbers (Owners and Architects). d. Contractor's name and address. e. Date of submittal. 2. Arrange Schedule of Values in tabular form with separate columns to indicate following for each item listed: a. Generic name. b. Related specification section or civil workarea. c. Name of subcontractor. d. Name of manufacturer or fabricator. e. Name of supplier. 01027 -1 f. Change orders (numbers) that have affected value. g. Dollar value. h. Percentage of contract sum to nearest one - hundredth percent, adjusted to total 100 percent. 3. Provide breakdown of contract sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports. Break principal subcontract amounts down into several line items. 4. Round amounts off to nearest whole dollar; total shall equal contract sum. 5. For each part of Work where an Application for Payment may include materials or equipment, purchased or fabricated and stored, but not yet installed, provide separate line items on Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of Work. D. Margins of Cost: Show line items for indirect costs, and margins on actual costs, only to extent that such items will be listed individually in Applications for Payment. Each item in Schedule of Values and Applications for Payment shall be complete including its total cost and proportionate share of general overhead and profit margin. 1. Temporary facilities and other major cost items that are not direct cost of actual work -in -place shall be shown as separate line items in Schedule of Values. E. Schedule Updating: Update and resubmit Schedule of Values when Change Orders or Construction Change Directives result in change in contract sum. 1.03 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by Owner. 1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application of Payment involve additional requirements. B. Payment Application Times: Date for each progress payment is 15th day of each month. Period of construction Work covered by each Application for Payment is period ending 15 days prior to date for each progress payment and starting the day following end of preceding period. C. Payment Application Forms: Use AIA Document G 702, 1983 edition and Continuation Sheets G 703 as form for Application for Payment. D. Application Preparation: Complete every entry on form, including notarization and execution by person authorized to sign legal documents on behalf of Contractor. incomplete applications will be returned without action, 1. Entries shall match data on Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions have been made. 2. Include amounts of Change Orders and Construction Change Directives issued prior to last day of construction period covered by application. 01027.2 ( E. Transmittals: Submit 1 original and 3 copies of each Application for Payment to Owner by means ensuring receipt within 24 hours; one copy shall be complete including waivers of lien and similar attachments, when required. 1. Transmit each copy with transmittal form listing attachments and recording appropriate information related to application in manner acceptable to Owner. 1 F. Waivers of Mechanics Lien: With each Application for Payment submit waivers of mechanics liens from subcontractors or sub - subcontractors and suppliers for construction period covered by previous application. 1. Submit partial waivers on each item for amount requested, prior to deduction for retainage, on each item. 2. When an application shows completion of an item, submit final or full waivers. 3. Owner reserves right to designate which entities involved in Work must submit waivers. 4. Submit final Application for Payment with or preceded by final waivers from every entity involved with performance of Work covered by application who could lawfully be entitled to a lien. 5. Waiver Forms: Submit waivers of lien on forms, and executed in manner acceptable to Owner. G. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include following: 1. Schedule of Values. 2. Contractor's Construction Schedule (preliminary if not final). 3. Initial progress report. 4. Report of pre - construction meeting. 5. Certificates of insurance and insurance policies. H. Application for Payment at Substantial Completion: Following issuance of Certificate of Substantial Completion, submit an Application for Payment; this application shall reflect any Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of Work. 1. Administrative actions and submittals that shall proceed or coincide with this application include: a. Occupancy permits and similar approvals. b. Warranties (guarantees) and maintenance agreements. c. Test/adjust/balance records. d. Maintenance instructions. 01027 -3 r ; - — e. Meter readings. f. Start-up performance reports. g. Change -over information related to Owner's occupancy, use, operation, and maintenance. h. Final cleaning. I. Application for reduction of retainage, and consent of surety. j. Advice on shifting insurance coverages. k. List of incomplete Work, recognized as exceptions to Architect's Certificate of Substantial Completion. I. Final Payment Application: Administrative actions and submittals which must precede or coincide with submittal of final Application for Payment include following: 1. Completion of project closeout requirements. 2. Completion of items specified for completion after Substantial Completion. 3. Assurance that unsettled claims will be settled. 4. Assurance that Work not complete and accepted will be completed without undue delay. 5. Transmittal of required project construction records to Owner. 8. Certified property survey. 7. Proof that taxes, fees, and similar obligations have been paid. 8. Removal of temporary facilities and services. 9. Removal of surplus materials, rubbish, and similar elements. 10. Change or door locks to Owner's access. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) END OF SECTION 1.03 MINOR CHANGES IN WORK SECTION 01035 MODIFICATION PROCEDURES PART 1 GENERAL 1.01 SUMMARY A. This section specifies administrative and procedural requirements for handling and processing contract modifications. 1.02 RELATED SECTIONS A. Division -1 Section 01027, "Application for Payment," for administrative procedures governing applications for payment. B. Division -1 Section 01631, "Product Substitutions," for administrative procedures for handling requests for substitutions made after award of contract. A. Supplemental instructions authorizing minor changes in Work, not involving an adjustment to contract sum or contract time, will be issued by Architect on AIA form G 710, Architect's Supplemental Instructions. 1.04 CHANGE ORDER PROPOSAL REQUESTS A. Owner - Initiated Proposal Requests: Proposed changes in Work that will require adjustment to contract sum or contract time will be issued by Architect with a detailed description of proposed change and supplemental or revised drawings and specifications, if necessary. 1. Proposal requests issued by Architect are for information only. Do not consider them an instruction either to stop work in progress or to execute proposed change. 2. Unless otherwise indicated in proposal request, within 20 days of receipt of proposal request, submit to Architect for Owner's review an estimate of cost necessary to execute proposed change. a. Include list of quantities of products to be purchased and unit costs, along with total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities. b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. c. Include statement indicating effect the proposed change in Work will have on contract time. B. Contractor - Initiated Change Order Proposal Requests: When latent or other unforeseen conditions require modifications to contract, contractor may propose changes by submitting request for change to Architect. 01035 -1 Include statement outlining reasons for change and effect of change on Work. Provide complete description of proposed change. Indicate effect of proposed change on contract sum and contract time. Include list of quantities of products to be purchased and unit costs along with total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities. 3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. 4. Comply with requirements in Section "Product Substitutions" if proposed change in Work requires substantiation of one product or system for product or system specified. C. Proposal Request Form: Use AIA Document G 709 for Change Order Proposal Requests. 1.05 CONSTRUCTION CHANGE DIRECTIVE A. Construction Change Directive: When Owner and contractor are not in total agreement on terms of Change Order Proposal Request, Architect may issue a Construction Change Directive on AIA Form G 714, instructing contractor to proceed with change in Work, for subsequent inclusion in a change order. 1. Construction Change Directive will contain complete description of change in Work and designate method to be followed to determine change in contract sum or contract time. Documentation: Maintain detailed records on time and material basis on work required by Construction Change Directive. 1. After completion of change, submit itemized amount and supporting data necessary to substantiate cost and time adjustments to contract. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) END OF SECTION SECTION 01040 PROJECT COORDINATION PART 1 GENERAL 1.01 SUMMARY A. This Section specifies requirements for project coordination including: 1. Coordination. 2. Administrative and supervisory personnel. 3. General installation provisions. 4. Cleaning and protection. B. Coordination: Coordinate activities included in various Sections to assure efficient and orderly installation of each component. Coordinate operations included under different Sections that are dependent on each other for proper installation and operation. 1. Where installation of one component depends on installation of other components before or after its own installation, schedule activities in sequence required to obtain best results. 2. Where space is limited, coordinate installation of different components to assure maximum accessibility for maintenance, service and repair. 3. Make provisions to accommodate items scheduled for later installation. C. Prepare memoranda for distribution to each party involved outlining required coordination procedures. Include required notices, reports, and attendance at meetings. 1. Prepare similar memoranda for Owner and separate Contractors where coordination of their Work is required. D. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other activities to avoid conflicts and ensure orderly progress. Such activities include: 1. Preparation of schedules. 2. Installation and removal of temporary facilities. 3. Delivery and processing of submittals. 4. Progress meetings. 5. Project closeout activities. 01040.1 E. Coordination Drawings: Prepare coordination drawings where close coordination is required for installation of products and materials fabricated off-site by separate entities, and where limited space necessitates maximum utilization of space for efficient installation of different components. 1. Show relationship of components shown on separate shop drawings. 2. Indicate required installation sequences. 3. Refer to Section 15000 "General Provisions" and Section 16030 "General Provisions" for requirements for mechanical and electrical installations. F. Staff Names: Submit a list of staff assignments, and personnel at site; identify individuals, their duties and responsibilities, addresses and telephone numbers. 1. Post copies in field office, and at each temporary telephone. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION 3.01 INSTALLATION A. Inspection of Conditions: Installer of each component shall inspect substrate and conditions under which Work is performed. Do not proceed until unsatisfactory conditions have been corrected. B. Manufacturer's Instructions: Comply with manufacturer's installation instructions and recommendations, to extent that they are more stringent than requirements in contract documents. C. Inspect material immediately upon delivery and again prior to installation. Reject damaged and defective items. D. Provide attachment and connection devices and methods necessary for securing each construction element. Secure each construction element true to line and level. Allow for expansion and building movement. E. Visual Effects: Provide uniform Joint widths in exposed Work. Arrange joints to obtain best effect. Refer questionable choices to Architect for decision. F. Recheck measurements and dimensions before starting installation. G. Install each component during weather conditions and project status that will ensure best results. Isolate each part from incompatible material as necessary to prevent deterioration. H. Coordinate temporary enclosures with inspections and tests to minimize uncovering completed construction for that purpose. I. Mounting Heights: Where mounting heights are not indicated, install components at standard heights for application indicated. Refer questionable decisions to Architect. 01040 -2 CLEANING A. Cleaning and Protection: During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. 1. Clean and maintain completed construction as often as necessary through construction period. Adjust and lubricate operable components to ensure operability without damaging effects. END OF SECTION PART 1 GENERAL 1.01 SUMMARY SECTION 01050 FIELD ENGINEERING A. This Section specifies administrative and procedural requirements for field engineering services, including, but not necessarily limited to, the following: 1. Lines and grades 2. Project layout 1.02 SUBMITTALS A. Certificates: Submit a certificate signed by Land Surveyor or Professional Engineer certifying that locations and elevation of improvements comply with Contract Documents. B. Final Property Survey: Submit 10 copies of final property survey. C. Project Record Documents: Submit a record of Work performed and record survey data as required under provisions of Sections "Submittals" and "Project Closeout." 1.03 QUALITY ASSURANCE A. Surveyor: Engage a Registered Land Surveyor registered in state where project is located, to perform land surveying services required. B. Engineer: Engage Professional Engineer of discipline required, registered in state in which project is located, to perform required engineering services. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION 3.01 EXAMINATION A. Owner will identify existing control points and property line corner stakes (survey provided by Owner). B. Verify layout information shown on drawings, in relation to property survey and existing benchmarks before proceeding to layout Work. Locate and protect existing benchmarks and control points. Preserve permanent reference points during construction. 1. Do not change or relocate benchmarks or control points without prior written approval. Promptly report lost or destroyed reference points, or requirements to relocate reference points because of necessary changes in grades or locations. 2. Promptly replace lost or destroyed project control points. Base replacement on the original survey control points. 01050 -1 C. Establish and maintain a minimum of two permanent benchmarks on the site, referenced to data established by survey control points. 1. Record benchmark locations, with horizontal and vertical data, on project record documents. D. Existing Utilities and Equipment: Existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify existence and location of underground utilities and other construction. 1. Prior to construction, verify location and invert elevation at points of connection of sanitary sewer, storm sewer, and water service piping. 3.02 PERFORMANCE A. Working from lines and • levels established by the property survey, establish benchmarks and markers to set lines and levels at each story of construction and elsewhere as needed to properly locate each element of the project. Calculate and measure required dimensions within indicated or recognized tolerances. Do not scale drawings to determine dimensions. 1. Advise entities engaged in construction activities, of marked lines and levels provided for their use. 2. As construction proceeds, check every major element for line, level and plumb. B. Surveyor's Log: Maintain a surveyor's log of control and other survey Work. Make this log available for reference. 1. Record deviations from required lines and levels, and advise the Architect when deviations that exceed indicated or recognized tolerances are detected. On project record drawings, record deviations that are accepted and not corrected. C. Site Improvements: Locate and lay out site improvements, including pavements, stakes for grading, fill and topsoil placement, utility slopes, and Invert elevations by instrumentation and similar appropriate means. D. Building Unes and Levels: Locate and lay out batter boards for structures, building foundations, column grids and locations, floor levels and control lines, and levels required for mechanical and electrical Work. E. Existing Utilities: Furnish information necessary to adjust, move or relocate existing structures, utility poles, lines, services, or other appurtenances located in, or affected by construction. Coordinate with local authorities having jurisdiction. F. Final Property Survey: Before Substantial Completion, prepare a final property survey showing significant features (real property) for project. Include on survey a certification, signed by Surveyor, to effect that principal metes, bounds, lines and levels of project are accurately positioned as shown on survey. 1. Recording: At Substantial Completion, have final property survey recorded by or with local governing authorities as official "property survey." END OF SECTION 01050 -2 PART 1 GENERAL 1.01 DESCRIPTION OF REQUIREMENTS SECTION 01090 DEFINITIONS AND STANDARDS A. This Section specifies procedural and administrative requirements for compliance with governing regulations and codes and standards imposed upon Work. These requirements include obtaining permits, licenses, inspections, releases, and similar documentation, as well as payments, statements, and similar requirements associated with regulations, codes, and standards. 1. Term "Regulations" is defined to include laws, statutes, ordinances, and lawful orders issued by governing authorities, as well as those rules, conventions, and agreements within the construction industry which effectively control performance of Work regardless of whether they are lawfully imposed by governing authority or not. B. Where there are conflicting requirements, as between one and another, between code and part of Specifications, or between code and requirement shown on drawings, the more stringent requirement shall govern. C. Building: Uniform Building Code, 1988 edition. D. Mechanical: Uniform Mechanical Code, 1988 edition. E. Fire: Uniform Fire Code, 1988 edition. F. Plumbing: Uniform Plumbing Code, 1988 edition. G. Electrical: National Electrical Code, latest edition. H. National Fire Protection Association, all codes and standards as applicable. I. Handicap: Washington State Regulations for Barrier -Free Facilities, WAC 51 -10. J. Notes: 1. UBC: By International Conference of Building Officials. 2. UMC: By International Conference of Building Officials and International Association of Plumbing and Mechanical Officials. 3. UFC: By International Conference of Building Officials and Western Fire Chiefs Association. 4. UPC: By International Association of Plumbing and Mechanical Officials. 1.02 DEFINITIONS A. General: Except as specifically defined otherwise, following definitions supplement definitions of Contract, General Conditions, Supplementary Conditions, and other general contract documents and apply generally to Work. 01090-1 B. General Requirements: Provisions and requirements of other Division 1 sections apply to entire Work of Contract and where so indicated, to other elements which are included In project. C. Indicated: Shown on drawings by notes, graphics, or schedules or written into other portions of contract documents. Terms such as "shown," "noted," "scheduled," and "specified" have same meaning as "indicated," and are used to assist the reader in locating particular information. D. Directed, Requested, Approved, Accepted, etc.: These terms imply "by Owner's Representative," unless otherwise indicated. E. Approved by Owner's Representative: In no case releases Contractor from responsibility to fulfill requirements of contract documents. F. Project Site: Space available to Contractor at location of project, either exclusively or to be shared with separate contractors, for performance of Work. G. Furnish: Supply and deliver to project site. H. Install: Describes operations at project site, including unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar requirements. I. Provide: Furnish and install, complete and ready for intended use. J. Installer: Entity (firm or person) engaged to install Work, by contractor, subcontractor, or sub - subcontractor. K. Testing Laboratory: An independent entity engaged by Contractor or Owner to provide inspections, tests, interpretations, reports, and similar services. L. "Products" are items purchased for incorporation in Work regardless of whether they were specifically purchased for project or taken from contractor's previously purchased stock. Term "product" as used herein includes the terms 'material," "equipment," "system," and other terms of similar intent. 1. "Named Products" are products indentified by use of manufacturer's name for product, including such items as make or model designation, as recorded in published product literature, of latest issue as of date of contract documents. M. "Materials" are products that must be substantially cut, shaped, worked, mixed, finished, refined, or otherwise fabricated, processed, or installed to form unit of Work. N. "Equipment" is defined as product with operational parts, regardless of whether motorized or manually operated, and in particular, a product that may require service connections such as wiring or piping, etc. 1.03 SPECIFICATION FORMAT AND CONTENT EXPLANATION A. This article is provided to help user of these specifications more readily understand format, language, implied requirements, and similar conventions of content. None of the following explanations shall be interpreted to modify substance of contract requirements. 01090-2 B. Portions of these specifications have been produced by editing master specifications; they may contain minor deviations from traditional writing formats. Such deviations are a natural result of this production technique and no other meaning shall be implied. C. These specifications are organized based upon the Construction Specifications Institute's 16- Division format. The organization of these specifications into divisions, sections, or trade headings conforms generally to recognized industry practice. D. This project specification has been produced employing certain conventions in use of language as well as conventions regarding intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions are explained as follows: 1. In certain circumstances, language used in specifications and other contract documents is of abbreviated type. Implied words and meanings will be appropriately interpreted. Singular words will be interpreted as plural and plural words will be interpreted as singular where applicable and where the full context of contract documents so indicates. 2. Imperative language is used generally in specifications. Requirements expressed imperatively are to be performed by contractor. At certain locations in text, for clarity, contrasting subjective language is used to describe responsibilities which must be fulfilled indirectly by contractor, or by others when so noted. E. Techniques or methods of specifying requirements vary throughout text. Method used for specifying one element of Work has no bearing on requirements for another element of Work. F. In certain circumstances, specification requires or implies that specific elements of Work are to be assigned to specialists who must be engaged to perform that element of Work. Such assignments are special requirements over which contractor has no choice or option. They are intended to establish which party or entity involved in a specific element of Work is considered as being sufficiently experienced in indicated construction processes or operations to be recognized as "exper in those processes or operations. Nevetheless, ultimate responsibility for fulfilling all contract requirements remains with contractor. 1. These requirements should not be interpreted to conflict with enforcement of . building codes and similar regulations governing Work. They are also not intended to interfere with local trade union jurisdictional settlements and similar conventions. G. Trades: Use of certain titles such as "carpentry" in specification is not intended to imply that Work must be performed by accredited or unionized individuals of corresponding generic name, such as "carpenter." It also is not intended to imply that requirements specified apply exclusively to tradespersons of that corresponding generic name. 01090-3 1.04 STANDARDS AND REGULATIONS A. Industry Standards: Except where more explicit or stringent requirements are written into contract documents, applicable construction industry standards have same force and effect on performance of Work as if copied directly into contract documents or bound and published therewith. Standards referenced in contract documents or in governing regulations have precedence over non - referenced standards, insofar as different standards may contain overlapping or conflicting requirements. Comply with standards in effect as of date of contract documents, unless otherwise indicated. B. Most stringent (generally) requirement written directly into contract documents is intended and will be enforced, unless specifically detailed language written into contract documents clearly indicates that a less stringent requirement is acceptable. Refer uncertainties to Architect before proceeding. 1. Where optional requirements are specified in a parallel manner, option is intended to be Contractors unless otherwise Indicated. C. Indicated requirements are for a specific minimum acceptable level of quality/quantity, as recognized in the industry. Actual Work must comply (within specified tolerances), or may exceed minimums within reasonable limits. Refer uncertainties to Architect before proceeding. D. Where abbreviations or acronyms are used in contract documents, they mean well recognized name of entity in building construction industry; refer uncertainties to Architect before proceeding, or consult "Encyclopedia of Associations" by Gale Research Company. E. Trade Union Jurisdictions: Maintain current information on jurisdictional matters, regulations, actions, and pending actions; and administer /supervise performance of Work in manner which will minimize possibility of disputes, conflicts, delays, claims, or losses. 1.05 SUBMITTALS A. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certificates, inspection reports, releases, jurisdictional settlements, notices, receipt for fee payments, judgments, and similar documents, correspondence, and records established in conjunction with compliance with standards and regulations bearing upon performance of Work. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) END OF SECTION 01090-4 SECTION 01200 PROJECT MEETINGS PART 1 GENERAL 1.01 SUMMARY A. Summary: This Section specifies requirements for Project meetings including: 1. Pre - construction conference. 2. Pre - installation conferences. 3. Progress meetings. B. Pre - construction conference prior to commencement of construction activities. Review responsibilities and personnel assignments. 1. Attendees: Owner's Representative, Architect, consultants, Contractor and its superintendent, subcontractors, suppliers, manufacturers, and other concerned parties shall be represented by persons authorized to conclude matters relating to the Work. 2. Agenda: Discuss significant items that could affect progress including tentative construction schedule, critical sequencing, use of premises, procedures for processing Change Orders, and equipment deliveries. C. Conduct pre - installation conference before each activity that requires coordination with other construction. Installer and representatives of manufacturers and fabricators involved in installation, and coordination or integration with other materials and installations that have preceded or will follow, shall attend. 1. Review progress of other activities and preparations for the activity under consideration at each conference, including time schedules, manufacturer's recommendations, weather limitations, substrate acceptability, compatibility problems, and inspection and testing requirements. 2. Contractor will record significant discussions, agreements, and disagreements of each conference, along with approved schedule. Distribute meeting record to all concerned parties Including Owner and Architect. Meeting shall be numerically recorded. D. Progress meetings will be conducted at regular intervals. Contractor shall prepare agenda and provide meeting minutes. 1. Attendees: Owner's Representative and Architect, each subcontractor, supplier or other entity concerned with progress or involved in planning, coordination or performance of future activities shall be represented by persons familiar with Project and authorized to conclude matters relating to progress. 2. Agenda: Review minutes of previous progress meeting for truthfullness and unresolved items recorded. Review significance items that could affect progress. Include topics appropriate to the current status of the Project. 01200 -1 Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to Contractor's construction schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether revisions are required to ensure that current and subsequent activities will be completed within the contract time. Review present and future needs of each entity present, including such items as: a. Sequences. b. Deliveries. c. Off -site fabrication problems. Site utilization. Temporary facilities and services. f. Hazards and risks. g. Quality and work standards. Change orders. I. Documentation of information for payment requests. j. Others as determined by Owner. d. h. END OF SECTION Reporting: No later than 3 days after each meeting, copies of minutes of meeting will be distributed to each party present and to parties who should have been present as determined by Owner. SECTION 01300 SUBMITTALS PART 1 GENERAL 1.01 SUMMARY A. Summary: This Section specifies requirements for handling submittals. B. General Procedures: Coordinate submittal preparation with performance of construction activities, and with purchasing or fabrication, delivery, other submittals, and related activities. Transmit in advance of performance of related activities to avoid delay. 1. Coordinate transmittal of different submittals for related elements so processing will not be delayed by need to review concurrently for coordination. Architect reserves right to withhold action on submittal requiring coordination until related submittals are received. 2. Processing: Allow two weeks for initial review. Allow more time if processing must be delayed for coordination with other submittals. Architect will advise Contractor when submittal must be delayed for coordination. Allow two weeks for reprocessing each submittal. a. No extension of time will be authorized because of failure to transmit submittals sufficiently in advance of the Work to permit processing. 3. Submittal Preparation: Place a label or title block on each submittal for identification. Provide 4 inch by 5 inch space on the label or beside title block on shop drawings to record Contractor's, Architect's, and Owner's review and approval markings and action taken. Include following information on label processing and recording action taken. a. Project name with Architect's and Owner's project numbers. b. Date that submittal is forwarded to Contractor. c. Name and address of Architect. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer, h. Submittal number. All submittals from subcontractors shall have sequential chronological numbering systems. 4. Submittal Transmittal: Package submittals appropriately for transmittal and handling. Transmit with transmittal form. Submittals received from other than Contractor will be returned without action. C. Shop Drawings: Submit new information, drawn to 'accurate scale. Indicate deviations from contract documents. "Cloud" any changes, revisions or unknowns with a note requesting information or verification. Do not reproduce contract documents or copy standard information as basis of shop drawings. Include following information: 1. Dimensions. 2. Identification of products and materials included. 3. Notation of coordination requirements. 4. Notation of dimensions established by field measurement. 5. Sheet Size: Except for templates, patterns and similar full -size drawings, submit shop drawings on sheets at least 8 -1/2 inch by 11 inch but no larger than 30 inch by 42 inch. 6. Upcoming submittals will be discussed at the weekly meetings to confirm what the Owner reviews and approves. 7. Submittal: Submit one correctable translucent print and four blue -line prints. One sepia returned shall be maintained as a "Record Document." a. Do not use shop drawings without all approval stamps indicating action taken in connection with construction. b. Submittal Procedure: For items requiring Architect/Owner action, immediately upon receipt of submittal package, Contractor shall check submittal for completeness and compliance with this section. If submittal is to be processed, two blue -line prints shall be sent to Architect and two prints directly to Owner. Upon completion of Contractor's review, the correctable copy shall be forwarded to Architect for comments and stamp. Architect shall send correctable copy to Owner for his stamp and comments. Owner will then forward correctable copy back to Contractor. A stamp indicating when documents were sent will be provided to Contractor. c. Submittal procedure for items requiring structural, mechanical, or electrical review, submit 4 blueline prints and 1 correctable copy directly to subconsultant with transmittals to Architect and Owner. Subconsultant will review and approve, then forward to Architect for his stamp and copies for Owner. Architect will then forward approved copy to Contractor. D. Product Data: Collect product data into single submittal for each element or system. Mark each copy to show applicable choices and options. Where product data includes information on several products, some of which are not required, mark copies to indicate the applicable information. Include the following information: 1. Manufacturer's printed recommendations. 2. Compliance with recognized trade association standards. 3. Compliance with recognized testing agency standards. 01300 -2 PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) 4. Application of testing agency labels and seals. 5. Notation of dimensions verified by field measurement. 6. Notation of coordination requirements. 7. Submittals: Submit five copies of each required submittal; submit seven copies where required for maintenance manuals. Architect will retain one, and will return other marked with action taken and corrections or modifications required. 8. Distribution: Do not proceed with installation until an applicable copy of product data is in installer's possession. E. Samples: Submit full -size samples cured and finished as specified and identical to product proposed. Mount, display, or package samples to facilitate review. Prepare samples to match Architect's sample. Include following: 1. Generic description. 2. Source. 3. Product name or name of manufacturer. 4. Compliance with recognized standards. 5. Availability and delivery time. 6. Submit samples for review of kind, color, pattern, and texture for final check of these characteristics and comparison of these characteristics between final submittal and component as delivered and installed. Where variations are inherent in product, submit multiple units that show limits of variations. 7. Submittals: Except for samples illustrating assembly details, workmanship, fabrication techniques, connections, operation, and similar characteristics, submit three sets; one will be returned marked with action taken. Maintain sample sets at the Project site, for quality comparisons. F. Distribution: Prepare additional sets for subcontractors, manufacturers, fabricators, installers, and others as required for performance. Show distribution on transmittal forms. 1. Architect's/Owner's Action: Architect and Owner will review each submittal, mark to indicate action taken, and return. Compliance with specified characteristics is Contractor's responsibility. 2. Action Stamp: Architect and Owner will stamp each submittal with self - explanatory action stamp. Stamp will be appropriately marked to indicate action taken. END OF SECTION 01300 -3 PART 1 GENERAL 1.01 SUMMARY SECTION 01400 QUAUTY CONTROL SERVICES A. This Section specifies requirements for quality control services. Quality control services include inspections and tests performed by independent agencies, governing authorities, as well as Contractor. B. Contractor Responsibilities: Coordinate inspections and tests specified or required by governing authorities, including where they are Owner's responsibility, or are provided by another entity. Contractor shall provide all required testing and inspections not provided by others. 1. Owner will engage and pay for services of an independent agency to perform inspections and tests specified by the City of Tukwila as Owner's responsibility. a. Where Owner has engaged an agency for testing and inspection part of Work, and Contractor is also required to engage an entity for same element, Contractor shall not employ entity engaged by Owner, unless otherwise agreed in writing with Owner. 2. Retesting: Contractor responsible for retesting where test results prove work unsatisfactory and do not indicate compliance with contract documents, regardless of whether original test was Contractor's responsibility. a. Cost of retesting is the Contractor's responsibility. 3. Associated Services: Cooperate with agencies performing inspections or tests and provide auxiliary services as requested. Notify agency in advance of operations to permit assignment of personnel. Auxiliary services include but are not limited to: a. Provide access to Work and furnish incidental labor and facilities necessary to facilitate inspections and tests. b. Taking representative samples of materials that require testing or assist agency in taking samples. c. Provide facilities for storage and curing of samples, and deliver samples to testing laboratories. d. Provide security and protection of samples and test equipment at Project site. C. Duties of Testing Agency: Agency is engaged to perform inspections, and testing of materials and construction. Agency shall cooperate with Architect and Contractor in performance of its duties, and provide qualified personnel to perform inspections and tests. 1. Agency shall notify Architect and Contractor promptly of deficiencies observed during performance of its services. 01400 -1 2. Agency is not authorized to release, revoke, alter, or enlarge requirements of contract documents, or approve or accept any portion of Work. Agency is testing for conformance to code and contract documents only. D. Coordination: Contractor and each agency engaged to perform inspections and tests shall coordinate sequence of activities to accommodate services with minimum of delay. Contractor and each agency shall coordinate activities to avoid removing and replacing construction to accommodate inspections and tests. 1. Contractor is responsible for scheduling inspections, tests, taking samples, and similar activities. E. Submittals: Testing agency shall submit certified written report of each inspection and test to Owner, Architect, and governing authorities with additional copies as directed by Owner and Architect. 1. Submit additional copies of each report to governing authority, when authority so directs. 2. Report Data: Written reports of each inspection or test shall include, but not be limited to: Date of issue. Project title and numbers. Name, address and telephone number of testing agency. Dates and locations of samples and tests or inspections. Names of individuals making inspection or test. Designation of Work and test method. . Identification of product and Specification Section. Complete inspection or test data. Test results and interpretation of test results. Ambient conditions at time of sample - taking and testing. Comments or professional opinion as to whether inspected or tested Work complies with contract document requirements. Name and signature of laboratory inspector. F. Qualification for Service Agencies: Engage inspection and testing agencies which are prequalified as complying with "Recommended Requirements for Independent Laboratory Qualification" by American Council of Independent Laboratories, and specialize in types of inspections and tests to be performed. 1. Each inspection and testing agency engaged shall be authorized to operate in city and state in,which Project is located. G. Repair and Protection: Upon completion of inspection and testing, repair damaged construction and restore substrates and finishes to eliminate deficiencies. Comply with requirements for "Cutting and Patching." Protect construction exposed by or for quality control service activities, and protect repaired construction. Contractor is responsible for repair and protection regardless of assignment of responsibility for inspection and testing. ,. . . . . . . . PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) PART 1 GENERAL SECTION 01600 MATERIALS AND EQUIPMENT 1.01 SUMMARY A. This section specifies administrative and procedural requirements governing contractor's selection of products for use in project. Contractor's construction schedule and schedule of submittals are included under section "Submittals." B. Standards: Refer to description of requirements and standards for applicability of industry standards to products specified. Administrative procedures for handling requests for substitutions made after award of Contract are included under section "Product Substitutions." 1.02 DEFINITIONS A. Definitions used in this article are not intended to change meaning of other terms used in contract documents, such as "specialties," "systems," "structure," "finishes," "accessories," and similar terms. Such terms are self - explanatory and have well recognized meanings in the construction industry. b. "Foreign Products," as distinguished from "domestic products,' are items substantially manufactured (50 percent or more of value) outside of the United States and its possessions; or produced or supplied by entities substantially owned (more than 50 percent) by persons who are not citizens of nor living within the United States and its possessions. 2. "Materials" are products that are substantially shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to form part of Work. 1.03 SUBMITTALS 1. "Products" are items purchased for incorporation in Work, whether purchased for project or taken from previously purchased stock. The term "product" includes terms "material," "equipment," "system," and terms of similar intent. a. "Named Products" are items identified by manufacturer's product name, including make or model designation, indicated in manufacturer's published product literature, that is current as of date of contract documents. 3. "Equipment" is product with operational parts, whether motorized or manually operated, that requires service connections such as wiring or piping. A. Initial Submittal: Within 30 days after date of commencement of Work, submit 3 copies of initial product list schedule. Provide written explanation for omissions of data, and for known variations from contract requirements. 1. At contractor's option, initial submittal may be limited to product selections and designations that must be established early in contract period. 01600 -1 r B. Completed Schedule: Within 60 days after date of commencement of Work, submit 3 copies of completed product list schedule. Provide written explanation for omissions of data, and for known variations from contract requirements. C. Architect's Action: Architect will respond in writing to contractor within 2 weeks of receipt of completed product list schedule. No response within this time period constitutes no objection to listed manufacturers or products, but does not constitute waiver of requirement that products comply with contract documents. Architect's response will include following: 1. List of unacceptable product selections, containing brief explanation of reasons for this action. 1.04 QUALITY ASSURANCE A. Source Limitations: To fullest extent possible, provide products of same kind, from a single source. 1. When specified products are available only from sources that do not or cannot produce a quantity adequate to complete project requirements in a timely manner, consult with Architect for determination of most important product qualities before proceeding. Qualities may include attributes relating to visual appearance, strength, durability, or compatibility. When determination has been made, select products from sources that produce products that possess these qualities to fullest extent possible. B. Compatibility of Options: When contractor is given option of selecting between two or more products for use on project, product selected shall be compatible with products previously selected, even if previously selected products were also options. 1. Each prime contractor is responsible for providing products and construction methods that are compatible with products and construction methods of other prime or separate contractors. 2. If dispute arises between prime contractors over concurrently selectable, but incompatible products, Architect will determine which products shall be retained and which are incompatible and must be replaced. C. Nameplates: Except for required labels and operating data, do not attach or imprint manufacturer's or producer's nameplates or trademarks on exposed surfaces of products which will be exposed to view in occupied spaces or on the exterior. 1. Labels: Locate required product labels and stamps on a concealed surface or, where required for observation after installation, on an accessible surface that is not conspicuous. 2. Equipment Nameplates: Provide permanent nameplate on each item of service - connected or power - operated equipment. Locate on an easily accessible surface which is inconspicuous in occupied spaces. The nameplate shall contain following information and other essential operating data: a. Name of product and manufacturer. b. Model and serial number. 01600 -2 c. Capacity. d. Speed. e. ' Ratings. 1.05 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products in accordance with manufacturer's recommendations, using means and methods that will prevent damage, deterioration, and loss including theft. PART 2 PRODUCTS 1. Schedule delivery to minimize long -term storage at site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to site in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products upon delivery to ensure compliance with contract documents, and to ensure that products are undamaged and properly protected. 5. Store products at site in manner that will facilitate inspection and measurement of quantity or counting of units. 6. Store heavy materials away from project structure in manner that will not endanger supporting construction. 7. Store products subject to damage by elements above ground, under cover in weathertight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instructions. 2.01 PRODUCT SELECTION A. General Product Requirements: Provide products that comply with contract documents, that are undamaged, and unless otherwise indicated, unused at time of installation. 1. Provide products complete with all accessories, trim, finish, safety guards, and other devices and details needed for a complete installation and for intended use and effect. 2. Standard Products: Where available, provide standard products of types that have been produced and used successfully in similar situations on other projects. 01600-3 B. Product Selection Procedures: Product selection is governed by contract documents and by previous project experience. Procedures governing product selection include following: 1. Proprietary Specification Requirements: Where only single product or manufacturer is named, provide product indicated. No substitutions will be permitted. 2. Semiproprietary Specification Requirements: Where two or more products or manufacturers are named, provide one of products indicated. No substitutions will be permitted. a. Where products or manufacturers are specified by name, accompanied by the term "or equal," or "or approved equal," comply with contract document provisions concerning "substitutions" to obtain approval for use of an unnamed product. C. Non - Proprietary Specifications: When the Specifications list products or manufacturers that are available and may be incorporated in Work, but do not restrict contractor to use of these products only, contractor may propose any available product that complies with contract requirements. Comply with contract document provisions concerning "substitutions" to obtain approval for use of an unnamed .product. D. Descriptive Specification Requirements: Where Specifications describe product or assembly, listing exact characteristics required, with or without use of brand or trade name, provide product or assembly that provides characteristics and otherwise complies with contract requirements. E. Performance Specification Requirements: Where Specifications require compliance with performance requirements, provide products that comply with these requirements, and are recommended by manufacturer for application indicated. General overall performance of product is implied where product is specified for specific application. 1. Manufacturer's recommendations may be contained in published product literature, or by manufacturer's certification of performance. F. Compliance with Standards, Codes, and Regulations: Where Specifications only require compliance with an imposed code, standard, or regulation, select product that complies with standards, codes, or regulations specified. G. Visual Matching: Where Specifications require matching an established sample, Architect's decision will be final on whether proposed product matches satisfactorily. 1. Where no product available within specified category matches satisfactorily and also complies with other specified requirements, comply with provisions of contract documents concerning "substitutions" for selection of matching product in another product category, or for noncompliance with specified requirements. H. Visual Selection: Where specified product requirements include phrase "...as selected from manufacturer's standard colors, patterns, textures,.." or a similar phrase, select a product and manufacturer that complies with other specified requirements. Architect will select color, pattern, and texture from product line selected. 01600 -4 PART 3 EXECUTION 3.01 INSTALLATION OF PRODUCTS A . Comply with manufacturer's instructions and recommendations for installation of products in applications indicated. Anchor each product securely in place, accurately located and aligned with other Work. 1 Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. END OF SECTION PART 1 GENERAL 1.01 SUMMARY SECTION 01700 PROJECT CLOSEOUT A. Substantial Completion: Before requesting inspection for certification of substantial completion, complete the following: 1. In Application for Payment that coincides with date Substantial Completion is claimed, show 100 percent completion for portion of Work claimed substantially complete. 2. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications, and similar documents. 3. Submit record drawings, maintenance manuals, final project photographs, damage or settlement survey, property survey, and similar record information. 4. Complete start-up testing of systems and instruction of Owner's personnel. Remove temporary facilities from site, along with construction tools, mock -ups, and similar elements. 5. Complete final clean up. Touch -up, repair, and restore marred exposed finishes. B. Inspection Procedures: On receipt of request for inspection, Architect will proceed or advise Contractor of unfilled requirements. Architect will prepare Certificate of Substantial Completion following inspection, or advise Contractor of construction that must be completed or corrected before certificate will be issued (punch list). 1. Architect will repeat inspection when requested and assured that Work has been substantially completed. 2. Results of completed inspection will form basis of requirements for final acceptance. C. Final Acceptance: Before requesting inspection for certification of final acceptance and final payment, complete following: 1. Submit final payment request with releases. 2. Submit final statement, accounting for changes to contract sum. 3. Submit copy of final inspection list stating that each item has been completed or otherwise resolved for acceptance. 4. Submit final meter readings for utilities, record of stored fuel, and similar data as of substantial completion. 5. Submit consent of surety to final payment. 6. Submit evidence of continuing insurance coverage complying with insurance requirements. 01700-1 IT D. Record Document Submittals: Do not use record documents for construction purposes; protect from loss in secure location; provide access to record documents for Architect's reference. E. Record Drawings: Maintain clean, undamaged set of blue or black line white- prints of contract drawings and shop drawings. Mark -up these drawings to show actual installation. Mark whichever drawing is most capable of showing conditions accurately. Give particular attention to concealed elements that would be difficult to measure and record at later date. At completion of Project, transfer all mark -ups to sepias. Submit sepias for Owner's record. 1. Organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates, and other identification on cover. F. Record Specifications: Maintain one copy of Project Manual including addenda. Mark to show variations in actual Work performed in comparison with specifications and modifications. Give particular attention to substitutions, selection of options and similar information on elements that are concealed or cannot be readily discerned later by direct observation. Note related record drawing information and product data. 1. Upon completion, submit record specifications to Architect for Owner's records. G. Maintenance Manuals: (3 sets each.) Organize maintenance data into sets of manageable size. Bind in individual heavy -duty 2 -inch, cloth covered binders, with pocket folders for folded sheet information; total of four copies required, to be delivered to Architect when construction is 80% complete; permanent non -ring binding required. Mark identification on front and spine of each binder. Include the following information: Emergency instructions Spare parts list Copies of warranties Wiring diagrams Recommended "turn around" cycles Inspection procedures Shop drawings and product data (see Section 01300) Fixture lamping schedule Finish materials and cleaning procedure Paint finish schedule and samples H. Operating and Maintenance Instructions: Installer of equipment that requires regular maintenance to meet with Owner's personnel to provide instruction in proper operation and maintenance. Include detailed review of the following: Maintenance manuals Spare parts and materials Tools and bonds Maintenance agreements and similar continuing commitments 01700-2 As part of instruction for operating equipment, demonstrate following procedures: Start-up and shutdown Emergency operations Noise and vibration adjustments Safety procedures Final Cleaning: Employ experienced workers for final cleaning. Clean each surface to condition expected in commercial building cleaning and maintenance program. Complete the following before requesting inspection for certification of substantial completion. 1. Remove labels that we not permanent labels. 2: Clean transparent materials. Remove glazing compound. Replace chipped or broken glass. 3. Clean exposed hard - surfaced finishes to a dust -free condition, free of stains, films, and similar foreign substances. Restore reflective surfaces to their original reflective condition. Leave concrete floors broom clean. Vacuum carpeted surfaces. 4. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps. 5. Clean site of rubbish, litter, and other foreign substances. Sweep paved areas; remove stains, spills, and other foreign deposits. Rake grounds that are neither paved nor planted, to smooth even - textured surface. K. Removal of Protection: Remove temporary protection and facilities. L . Compliance: Comply with regulations of authorities having jurisdiction and safety standards for cleaning. Remove waste materials from site and dispose of in lawful manner. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) END OF SECTION PART 1 GENERAL 1,01 SUMMARY SECTION 01740 WARRANTIES AND BONDS A. This Section specifies general administrative and procedural requirements for warranties and bonds required by contract documents, including manufacturers' standard warranties on products and special warranties. 1. Refer to General Conditions for terms of contractor's special warranty of workmanship and materials. 2. General closeout requirements are included in Section "Project Closeout." 3. Specific requirements for warranties for Work and products and installations that are specified to be warranted, are included in individual Sections of Divisions -2 through -16. 4. Certifications and other commitments and agreements for continuing services to Owner are specified elsewhere in contract documents. B. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve contractor of warranty on Work that incorporates products, nor does it relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with contractor. 1.02 WARRANTY REQUIREMENTS A. Related Damages and Losses: When correcting warranted Work that has failed, remove and replace other Work that has been damaged as result of such failure or that must be removed and replaced to provide access for correction of warranted Work. B. Reinstatement of Warranty: When Work covered by warranty has failed and been corrected by replacement or rebuilding, reinstate warranty by written endorsement. The reinstated warranty shall be equal to original warranty with an equitable adjustment for depreciation. C. Replacement Cost: Upon determination that Work covered by warranty has failed, replace or rebuild Work to an acceptable condition complying with requirements of contract documents. Contractor is responsible for cost of replacing or rebuilding defective Work regardless of whether Owner has benefited from use of Work through a portion of its anticipated useful service life. D. Owner's Recourse: Written warranties made to Owner are in addition to implied warranties, and shall not limit duties, obligations, rights, and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations on time in which Owner can enforce such other duties, obligations, rights, or remedies. 1. Rejection of Warranties: Owner reserves right to reject warranties and to limit selections to products with warranties not in conflict with requirements of contract documents. 01740-1 E. Owner reserves right to refuse to accept Work for project where a special warranty, certification, or similar commitment is required on such Work or part of Work, until evidence is presented that entities required to countersign such commitments are willing to do so. 1.03 SUBMITTALS A. Submit written warranties to Architect prior to date certified for Substantial Completion. If Architect's Certificate of Substantial Completion designates a commencement date for warranties other than date of Substantial Completion for Work, or a designated portion of Work, submit written warranties upon request of Architect. B. When special warranty is required to be executed by contractor, or contractor and subcontractor, supplier, or manufacturer, prepare a written document that contains appropriate terms and identification, ready for execution by required parties. Submit draft to Owner through Architect for approval prior to final execution. 1. Refer to individual Sections of Divisions -2 through -16 for specific content requirements, and particular requirements for submittal of special warranties. C. Form of Submittal: At Final Completion, compile two copies of each required warranty and bond properly executed by contractor, subcontractor, supplier, or manufacturer. Organize warranty documents into an orderly sequence based on Table of Contents of Project Manual. D. Bind warranties and bonds in heavy -duty, commercial quality, durable cloth binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2 by 11 inch paper. 1. Provide heavy paper dividers with celluloid covered tabs for each separate warranty. Mark tabs to identify product or installation. Provide typed description of product or installation, including name of product, name, address, and telephone number of installer. 2. Identify each binder on front and spine with typed or printed title "WARRANTIES AND BONDS," project title or name, and name of contractor. E. When operating and maintenance manuals are required for warranted construction, provide additional copies of each required warranty, as necessary, for inclusion in each required manual. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) END OF SECTION 01740-2 SPECIAL LIMITED PROJECT WARRANTY FOR WHEREAS, Address , Telephone U = ext. has performed (Work) on the following project: Address For (Owner), Address , and, WHEREAS, the Contractor has agreed to warrant said Work (Contractor), NOW, THEREFORE, the Contractor hereby warrants said Work in accordance with the terms hereof, complying with the terms of the Contract with the Owner dated that WARRANTY PERIOD , STARTING , TERMINATING IN WITNESS THEREOF, this Instrument has been duly executed this day of , 19 , for Contractor as its (typed name) (position). Name of Firm Address And has been countersigned in accordance with terms and conditions, for the Manufacturer Name of Firm Address as its (typed name) (position). 01740-3 PART 1 GENERAL 1.01 SUMMARY SECTION 02010 SUBSURFACE INVESTIGATIONS A. Soils investigation reports have been done specifically for this project by Shannon & Wilson, Inc. dated 12 July 1990, Report Numver W-4891-02 and16 January 1988, Report Number W- 4891 -01, and is attached. B. Previous soils investigation reports and settlement plate data have also been done specifically for the original building by Shannon & Wilson, Inc., dated April 1978, Report Number W- 3348 -01, and is available at the Architect's office for review and references. 1.02 RELATED SECTIONS A. Section 02200: Earthwork 1.03 USE OF INFORMATION A. Results of soil Investigation shown in soils reports are for general information only. It is expressly understood that Owner and Architect will not be responsible for accuracy thereof, or for any deduction, interpretation, or conclusion drawn therefrom by Contractor, Information is made available in order that Contractor may have ready access to same information available to Owner and Architect. . Bidder should visit site to acquaint themselves with existing conditions. C. Bidders may, at their own expense, make their own subsurface investigations to satisfy themselves as to site and subsurface conditions, but all such investigations shall be performed only under time schedules and arrangements approved in advance by Owner's Representative. D. Return surface grading to existing condition if disturbed by bidder investigation. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION July 12, 1990 CNA Architecture Group Suite 600 3050 152nd Avenue N.E. Redmond, Washington 98052 Attn: Mr. David Holmes RE: GEOTECHNICAL STUDIES: PERISHABLES WAREHOUSE EXPANSION Seattle • Everett • Fairbanks • Anchorage • St. Louis : JUL— 1'2 -9$ THU 1 4 : 34 SHF4HHcIhl : W I L- S. • • WH P . 02 W- 4891 -02 JIM SHANNON & WILSON, INC. Utrt.r Geotechnical Consultants 35 Years of Engineering and Applied Geosciences Excellence 400 North 34th Street, Suite 100 • P.O. Box C.30313 • Seattle, WA 98103 • (206) 632.8020 • Fax: (206) 547.0386 This letter presents the results of geotechnical engineering studies for the spread footing foundations supporting the new cold storage and freezer additions to the existing perishables warehouse. The additions will be located along the west half of the rear or south side of the existing warehouse. In addition, recommendations are presented with regard to the proposed utilidor structure located beneath the new freezer floor. The ground elevation prior to preloading for the existing perishables warehouse, including the areas for the new cold storage and freezer additions, ranged from 3 to 5 feet (City of Seattle Datum). The bottom elevation of the addition footings ranges from 8.5 to 9 feet and locally to 7.67 feet at the freezer. After stripping and proof - rolling, the area was filled with densely compacted pit , run to elevation 11.5 feet and then preloaded with fill to elevation 19.5 feet. Consequently, there currently exists approximately 3.5 to 6 feet of compacted fill beneath the proposed addition footings. In addition, the subsurface soils have been previously loaded with at least 8 feet of fill equivalent to a pressure of 1 kip per square foot (ksf). Based upon the above, we recommend the addition footings be designed for an allowable soil bearing pressure of 2 ksf. PRESIDENT' fan A S,t*. P E. $R. VICE PRESIDENT. Att)t A *vain. nsymnnn P KO . PE : Harvey W Patket, PE , O*Orpe 'Ammo, P.E VICE PRESIDENT; Herman H Ire%) Dweaan, P E : Ricnsra H Oates, PE.. W. Paul GIAn, P E (Arsn: 8 Junes. P.E Thomas E Kirkland. P E . Darn Mdqu. R.0 „ FranM W. Pit), PS, P G Minp•Jiun (Jim) Wu. PE .J - 1 - TH1_1 1 +i : 3 5 SHANNON CNA Architecture Group Attn: Mr. David Holmes July 12, 1990 Page 2 ,3: W I L :3 ID N • • w ,., '-' . ._ W- 4891 -02 Total footing settlements are estimated to be 3/4 inches with differential settlements on the order of 1/2 -inch between individual column footings and within a distance of 20 feet along a continuous footing. Settlements would occur essentially as the load is applied. The above recommendations assume that all loose, soft, and disturbed soils at footing subgrade elevation are removed prior to concrete placement. Therefore, we recommend that footing subgrades and backfill placed within excavations for footings utilities and the'utilidor be observed by an experienced soils engineer or qualified representative. Recommendations for fill placement and compaction are presented in our January 18, 1988 report. We understand that a buried corrugated metal pipe (CMP) approximately 5 feet in diameter has been proposed for the utilidor located directly beneath the freezer addition floor. Based upon our experience, the performance, i.e., lateral deflection or bulging, of a CMP is directly related to the quality and care of placing, shaping, and compacting the fill beneath and around the shoulders and sides of the pipe. If proper procedures, which must be in accordance with the manufacturer's recommendations, are not followed, the CMP could be subject to excessive lateral deflections and possibly buckling as the floor is loaded with lift trucks or possibly loading rack posts or columns. Even if the CMP were constructed in accordance with manufacturer's recommendations, the possibility exists that the pipe would deflect and result in cracking of the freezer floor. Additional reinforcing should be placed In the floor above the pipe and the excavation for the CMP. The excavation for the CMP should not extend beyond a 1H:1V line projected from the bottom edge of the existing footings for the perishables warehouse. In our opinion, a reinforced concrete utllidor would be a more appropriate alternate for the application being considered at this site. The following recommendations are for design of a precast or cast -in -place reinforced concrete utilidor: SHANNON & WILSON, INC. CNA Architecture Group Attn: Mr. David Holmes July 12, 1990 Page 3 7. The Contractor should be responsible for dewatering and the excavation and prevention of ground loss beneath the existing warehouse, which should be monitored or surveyed for settlement during construction. W- 4891 -02 1. Lateral earth pressure of 50 pounds per square foot (psf) per foot of depth, plus surcharge equivalent to one -third of the vertical pressure distributed uniformly for the height of the structure. 2. Base should be placed on at least 2 feet of compacted fill meeting the requirements presented in our January 1988 report. 3. Utilidor should be designed for an allowable soil bearing pressure of 1.5 ksf. 4. The sides and base of the utilidor should be surrounded with a layer of pea gravel, 12 inches along the side and 6 inches below the base. A 4- inch - diameter subdraln should be installed beneath the center of the Structure. 5. Wall backfill placement and compaction requirements are presented in our January 1988 report. 6. All loose, soft, disturbed soils encountered at the bottom of the structure should be removed and replaced with compacted fill as recommended in item 2 above. .J UL 1 2 .. -'30 TH IJ 14 :3S SH►aNNON CNA Architecture. Group Attn: Mr. David Holmes July 12, 1990 Page 4 If you have any questions, please do not hesitate to call. Sincerely, SHANNON & WILSON, INC. W I L SON - -WA 0.4 W- 4891 -02 Thomas M. Gurtowski, P.E. Associate TMG:TEK /lkd cc: Associated Grocers HOF Engineers W4891- 02.LTR /TMG•lkd /lkd CONSULTANT William L. Shannon, P.E. SHANNON & WILSON, INC. w- 4891 -01 Geotechnical Consultants Engineering and Applied Geosciences 1105 North 38th Street • P.O. Box 030313 • Seattle, WA 98103 -8067 • (208) 832.8020 • Cable: GEOSAW January 18, 1988 Associated Grocers, Inc. 3301 S. Norfolk P.O. Box 3763 Seattle, Washington 98124 Attn: Mr. Bill Berni Engineering Department GEOTECHNICAL REPORT: PERISHABLES WAREHOUSE EXPANSION AND DRY GROCERY WAREHOUSE EXPANSION This report presents the results of our initial geotechnical engineering studies for the proposed warehouse expansions. We have reviewed our previous studies at the site for the purpose of estimating settlements and formulating recommendations which would assist in the design of the structures. Our work was accomplished in general accordance with the scope of work outlined in our proposal letter dated January 5, 1988. Authorization to proceed with this work was by Mr. Bill Berni on the same day. This report was prepared for the exclusive use of Associated-Grocers, Inc., in the design of the subject facilities. Our geotechnical consulting services were performed, our findings obtained, and our recommendations prepared in accordance with generally accepted engineering principles and practices. This warranty is in lieu of other warranties, either expressed or implied. SITE AND PROJECT DESCRIPTION The locations of the existing Dry Grocery Warehouse and the Perishables Warehouse are shown in Figure 1. Illustrated in this figure are the proposed additions for each warehouse and approximate locations of our previous borings. We have assumed Earl A. Sibley, P.E. Chairman of the Board President Swttie • Everett • Spokane • Portland • Fairbanks • Anchorage • St. Louis Raymond P. Miller, P.E. Senior Vice President George Yemeni, RE. Hervey W. Parker, RE. Vice President Vice President Associated Grocers, Inc. Attn: Mr. Bill Berni January 18, 1988 Page 2 in our studies that the column and wall loads for both additions are similar to those for the existing Perishables Warehouse, as presented in our April 1978 geotechnical report. A live floor load of 750 pounds per square foot (psf) has also been assumed. Perishables Warehouse Addition Dry Grocery Warehouse Addition W- 4891 -01 Additions are being proposed along the south and east sides of the existing structure. The finished floor elevation would be 11.5 feet. The east side addi- tion would be 80 by 320 feet in plan dimension and we understand that a loading dock is not planned. Currently this part of the site is occupied with dumpsters and is paved with asphalt. The ground surface elevation is approximately 7 feet, which is 4 to 5 feet below the floor of the existing warehouse. At the south side the ground surface is fairly level, unpaved and gravel covered, and near elevation 11 feet.. Loading docks are proposed along the southeast section. Consequently, an excavation of approximately 4 to 5 feet around the entire south end of the finished structure would be required to provide access for trucks. This addition would be approximately 250 by 400 feet in plan dimension with a finished floor elevation of about 11.5 feet. A loading dock is planned along the west side. Presently, the site is paved with asphalt and used for parking trucks and trailers. There are numerous underground utilities in this area including a 30 -inch and a 60 -inch storm drain, water line, an electrical vault, and possibly others. The 60 -inch drain, located approximately on Figure 1, is a steel corru- gated pipe owned by the Washington State Department of Transportation (WSDOT). This drain carries runoff from Interstate 5 to the Duwamish River. According to PEI Consultants, Inc., the invert of the 60 -inch line varies from -2.57 feet at the west to -2.42 feet at the east end. The 30 -inch storm drain invert ranges from -0.85 to -1.85 feet (flow direction and specific location unknown at this time). .SHANNON & WILSON. INC. Associated Grocers, Inc. Attn: Mr. Bill Berni January 18, 1988 Page 3 ENGINEERING RECOMMENDATIONS General The following sections present recommendations for development of each warehouse addition including estimated settlements, preload requirements and time, and foot- ing design. The above items will . be discussed for each warehouse separately followed by more general recommendations concerning floors, monitoring field settlements, site grading and earthwork, drainage, and others as appropriate. Some of the recommendations presented in our April 1978 geotechnical report are also repeated herein for completeness of this report. Perishables Warehouse Estimated Settlements The approximate limits of preloading in late 1978 for the Perishables Ware- house are shown on Figure 2. In general the crest of the preload fill extended approximately 15 feet beyond the building lines including the future additions planned in 1978. Currently proposed addition areas not preloaded are also illustrated. The results of the 1978 -1979 preload were as follows: Settlement Total Elev. Top Plate No.* Settlement of Preload inches feet 1 10.4 19.5 2 3.7 19.5 3 5.3 20.5 4 10.6 19.5 5 12.0 20.5 6 8.6 19.5 7 13.4 20.5 8 11.8 19.5 9 12.9 19.5 * Approx. plate locations are shown in Figure 2. W- 4891 -01 SHANNON & WILSON, INC, Associated Grocers, Inc. Attn: Mr. Bill Berni January 18, 1988 Page 4 W- 4891 -01 The preload remained at full height for 87 days and within this time between 1/3 to 1/2 of the above total settlements occurred. The balance of these settlements took place as the fill was being placed. These results indicate that the subsurface soils at the Associated Grocers site are settlement sensitive when subjected to heavy, large plan area loads. However, a recently completed survey on January 13, 1988 revealed that floor deflections (adjacent to the wall and one column in from the wall along the . south and east sides) were ±1/2 -inch from an assumed floor elevation of 11.5 feet. Consequently, this portion of the Perish- ables Warehouse has performed well since its completion. The survey data also indicates that the 1978 preload appeared to have eliminated a substantial portion of long -term settlements. Refer to our April 1978 report for a further discussion about long -term settlements. Settlements for the proposed east side addition, not previously preloaded, are estimated'to range from 3 to 7 inches as a result of filling the area to grade and then constructing the footings and structure, and loading the floor to 750 psf. Post- construction differential settlements are estimated to range from 2 to 4 inches between columns and approximately 20 to 30 feet along walls and floors. However, if the addition is brought up to elevation 11.5 feet and allowed to set for 2 to 3 months and settle, differential settlements resulting from footing and floor loads could be reduced to 1 to 3 inches, being distributed as before. These estimates do not include additional long -term settlements which are estimated to range from 4 to 6 inches in about 20 years. Estimated settlements within the southern addition that has not been preloaded would be somewhat less than for the east addition since the area has already been filled to elevation 11 feet, which is near the design floor grade. Total estimated settlements resulting from a floor load of 750 psf could range from 2 to 3 inches, plus an additional 1 to 1 -1/2 inches at footing locations. Differential settlements distributed as described previously could vary from 1 to 2 inches. As before, these estimates do not include additional long -term settlements which are estimated to range from 4 to 6 inches in about 20 years. SHANNON & WILSON. INC. Associated Grocers, Inc. Attn: Mr. Bill Berni January 18, 1988 Page 5 W- 4891 -01 Considering the above mentioned range in differential settlements, we recom- mend the additions, not previously preloaded, be preloaded with at least 6 feet of fill for the purpose of limiting post - construction differential footing and floor slab settlements to approximately 1 -inch. As mentioned in our April 1978 report (page 16) several inches of long -term settlement, estimated to be 2 to 3 inches, could occur gradually over a period of say 25 to 30 years. Such settlement, however, would probably take place, over the entire area to form a dish - shaped pattern. With preloading, they are not expected to be harmful to the building; however, allowances may be needed when designing surface and underground gravity drainage facilities. The crest of the 6- foot -high preload at the Perishables Warehouse should extend to within 10 feet of the existing building or planned 1978•future addi- tions. Around the exterior of the proposed additions shown on Figure 2 the crest of the preload should extend at least 10 feet beyond building lines. We estimate that the preload would have to remain at full height for about 1 -1/2 to 2 months. In order to confirm this estimated time, the preload should be monitored with a series of settlement plates. The plates should be embedded into the ground immediately after stripping. We recommend that one settlement plate be placed in Area A shown on Figure 2, 2 in Area B, and 3 in Area C. Further details concerning settlement plates are presented subsequently. Placing additional fill and /or preload adjacent to the existing east wall and south wall of the mechanical room are not expected to be harmful to the structure. Additional settlement of approximately 1/2- to 1 -inch are estimated and are anticipated to be distributed relatively uniformly along the length of the existing walls. However, as discussed subsequently the existing structure should be monitored to evaluate the actual magnitude and rate of settlement. After reviewing daily construction monitoring reports, the quality and compaction of fill is questionable beneath the portion of the proposed south side addition which has not been preloaded. A series of test pits should be completed in this area prior to final design. In addition, other test pits should be excavated in the areas south of the addition to evaluate the quality of the soil for use as structural fill or preload in other areas. SHANNON & WILSON. INC. Associated Grocers, Inc. Attn: Mr. Bill Berni January 18, 1988 Page 6 Footings We recommend the following allowable or design soil pressures: W- 4891 -01 1) Interior and exterior isolated footings should be designed for 2,000 psf, excluding loading docks, with at least 4 feet of structural fill beneath the bottom of the footing, and 2) Exterior continuous footings along loading docks should be designed for 1,500 pcf, with at least 3 feet of structural fill beneath the bottom of the footing. Isolated footings located along exterior walls should be evaluated on an individual basis until locations and loads are finalized. A footing detail is presented on Figure 3. These allowable soil pressures may be increased by 1/3 for seismic loading. We recommend minimum footing dimensions of 18 inches for continuous footings and 24 inches for isolated footings. Exterior footings should be embedded at least 18 inches below the floor slab or exterior grade, whichever is lowest. After the preload has been removed, footing subgrades within structural fill should be cleaned of any material that may loosen during footing excavation, thus exposing dense structural fill'. All footing subgrades should be evaluated by an experienced soils engineer or technician. Based upon our past experience at Associated Grocers, bottom of footing elevations would be approximately 8 feet for interior footings and elevation 4.5 feet along the loading dock. Thus, the bottom of structural fill at the loading dock would be about elevation 1.5 feet and the bottom of structural fill beneath other footings would be at about elevation 4 feet. Consequently, over - excavations for footing locations would probably be required for most of the site. Over- excavations could be accomplished in conjunction with initial site grad- ing. Alternatively, it could be accomplished during the time of building and footing construction. If over - excavations are done during initial site grading, careful surveying would be necessary to locate all appropriate areas. SHANNON & WILSON. INC. Associated Grocers, Inc. Attn: Mr. Bill Berni January 18, 1988 Page 7 W- 4891 -01 All over - excavated areas should be dimensioned such that the structural fill extends below and outside the edges of footings a minimum horizonital width equal to the depth of structural fill below a footing. This is illustrated on Figure 3. Lateral forces from wind or seismic loadings would be resisted by base fric- tion of footings and by passive earth pressure against the buried portions of the structure. In our opinion, passive earth pressures in backfill could be estimated using an equivalent fluid pressure of 250 pounds per cubic foot (pcf). These values assume that footings are founded at least 1.5 feet below the lowest adjacent grade, and the backfill is compacted as a structural fill. The above value includes a factor of safety of 1.5. We recommend that a coefficient of friction between mass concrete and soil of 0.4 be used with an appropriate factor of safetey to calculate the resistance to sliding at the base of 'spread footings. Dry Grocery Warehouse Estimated Settlements The proposed addition to the Dry Grocery Warehouse is not as narrow; hence, somewhat greater settlements are anticipated at this location. Total settlements resulting from site fill and floor load of 750 psf are estimated to range from 3 to 6 inches. Footings are estimated to settle an additional 1 to 1 -1/2 inches. Differential settlements are estimated to vary from 1 -1/2 to 3 -1/2 inches between columns and approximately 20 to 30 feet along walls and floors. Additional long- term settlements would also take place and would be similar to those presented in the previous section. A recent survey (Jan. 13, 1988) of floor elevations was also completed along the exterior wall and one column in from the exterior wall of the existing (including 1975 addition) and proposed Dry Grocery Warehouse. Some interesting results should be noted. First, the floor elevation at the wall ranged from 11.23 SHANNON & WILSON, INC. Associated Grocers, Inc. Attn: Mr. Bill Berni January 18, 1988 Page 8 W- 4891 -01 to 11.12 feet and was lowest near the center of the west wall. This indicates the wall has settled 2 to 3 -1/2 inches since construction with an assumed as -built floor elevation of 11.4 feet and that the benchmark used for the survey has not settled. Second, the elevation of the floor at the columns was consistently lower than at the walls ranging from elevation 11.16 to 11.01 feet resulting in differential settlements on the order of 1 -inch. Similarly, the lowest values were towards the middle of the same wall. These results indicate that the structure is deflecting in a dish - shaped pattern being lowest near the center with total settlements probably greater than 6 inches. In our opinion, at least 80 to 90 percent of these settlements could have been compensated for if the 1975 addition had been preloaded. We recommend the Dry Grocery Warehouse addition be preloaded with at least 6 feet of fill in order to reduce post - construction differential settlements of footings and floor to approximately 1 -inch. The preload should extend full height at least 10 feet beyond building lines and the toe of the preload should be 3 to 5 feet from the existing structure. We estimate the preload would have to remain at full height for approximately 2 to 2 -1/2 months and must be monitored with settlement plates. Placing site fill and preload adjacent to the Dry Grocery structure would result in additional settlement of the existing footings and wall. Such settle- ments are estimated to range from 1 to 1 -1/2 inches. Consequently, we recommend that these walls be monitored for deflection. One of the existing tilt -up panels near the middle of the west wall, which runs in an east -west direction, has bowed approximately 2 inches in the center. This particular panel should be evaluated by a structural engineer and should be closely monitored during filling and preloading and may have to be braced during construction. Underground utilities will be subject to settlement under the fill and preload. Total settlements are estimated to range from 2 to 4 inches in the area of the existing 30- and 60 -inch storm drains. Differential settlement could vary from 1 -1/2 to 2 -1/2 inches in 60 lineal feet of drain. Based on our past experi- ence at this site, WSDOT will have to review variables which may impact their 60 -inch drain line. SHANNON & WILSON, INC. Associated Grocers, Inc. Attn: Mr. Bill Berni January 18, 1988 Page 9 Footings W- 4891 -01 The majority of footings for the Dry Grocery Warehouse addition should be designed in accordance with the recommendations presented in the previous section. However, column footings need to be offset from the 60 -inch drain, and wall foot- ings should structurally bridge over the pipe. A design soil bearing pressure of 2,000 psf could be used in either situation. Tentatively, we recommend the edge of column footings with a bottom footing elevation of 8 feet or lower should be at least 9 feet from the centerline of the pipe with an assumed springline elevation of 0 feet. The edge of footings designed to support a structural beam should be offset behind 1V:1H projection up from the springline of the drain. All soil between the pipe and footing above springline, and beneath the footing to a depth of at least 3 feet, as shown on Figure 3, should be removed and replaced with compacted structural fill. These recommendations are preliminary and should be re- evaluated after a series of test pits (2 to 3) are completed above the existing storm drain. Footings embedded over other underground utility lines should be evaluated on an individual basis during final design. Site Grading and Earthwork Stripping Stripping should include the removal of all existing foundations, pavements, concrete and /or asphalt trailer parking or dumpster pads, shrubs and grass. Stripping areas of existing fill south of the Perishables Warehouse, i.e., not previously preloaded, should include the removal of all fill material down to the natural, original ground surface. Estimated depths of fill removal will be provided after additional explorations are accomplished. All stripped areas, including new concrete pad areas for trailers and footing area subgrades (over - excavated to recommended grade) should be evaluated by an experienced soils engineer or technician. Any soft or loose, organic areas SHANNON & WILSON, INC. Associated Grocers, Inc. Attn: Mr. Bill Berni January 18, 1988 Page 10 W- 4891 -01 detected should be removed and replaced with compacted structural fill. Proof - rolling is not necessary, in our opinion, in areas other than being paved, because the natural soils could become disturbed if heavy equipment was routed over them. Exposed stripped areas should not be exposed for long periods of time and should be sloped to drain. Stripping should be done in such a way as to not disturb the underlying soils, i.e., large scrapers over soft clay. After stripping and excavating further in areas to be paved, the exposed surfaces should be proof - rolled and compacted with a suitable compaction unit, as necessary, to provide a dense, unyielding surface and a soil density in the upper 12 inches as recommended subsequently. Should proof - rolling reveal the presence of soft or loose zones, they should either be removed and replaced with structural fill, or dried or moistened as required (including scarifying, mixing, and /or aeration), reworked, and adequately compacted until a dense, unyielding soil mass is produced. It would be desirable, in our opinion, to clearly survey and label (with elevations) all future and proposed building lines, parking areas, and footing areas subject to possible over - excavation, prior to and during the stripping operations. This would enable construction activities to proceed on a timely basis, in our opinion. Fill Placing and Compaction All fill placed beneath structures, pavements, or other areas.where settle- ments are to be minimized should be structural fill. All areas to be paved should be proof - rolled as described in the previous section. Structural fill should be placed and compacted in building areas upon the stripped surfaces determined suitable by the soils engineer. It should be placed to an elevation approximately 6 inches higher than the desired final elevation, to compensate for the estimated 4 to 6 inches expected to occur during preloading. SHANNON & WILSON, INC. Associated Grocers, Inc. Attn: Mr. Bill Berni January 18, 1988 Page 11 All structural fill should be placed in layers and compacted to a dense, unyielding condition. Proof - rolling should also achieve a dense, unyielding condition. The following densities are recommended: * Percent of the Modified Proctor maximum dry density based on ASTM: 0 1557 -70, Method C or D. W- 4891 -01 Minimum Density* Parking Area and Roadways Proof- rolled surface (upper 12 inches) 92% Structural Fill 92% Upper 12 inches immediately below pavement structure 95% Building Area Fill, Backfill Structural Fill beneath foundations, floor slabs, 95% wall backfills where pavement or sidewalks will be at surface, and all areas where settlements are to be minimized Structural fill should extend laterally its full height to a distance of at least 5 feet beyond building lines. Where appropriate, structural filling should take place further where needed to provide the previously described width of structural fill beyond footings. Structural fill should also underlie any proposed truck - trailer concrete parking pads. Because of possible soft soil conditions, a 2 -foot minimum dimen- sion is recommended as shown in Figure 3. Structural fill should extend at least 3 feet beyond parking pads. Structural fill material should consist of a reasonably well- graded (from fine to coarse) sand and gravel, free of organics and debris, with a maximum particle size-of about 3 inches and having not more than 12 percent fines by weight passing a No. 200 mesh sieve, based upon wet sieving of the minus 3/4 -inch fraction. The gravel content should range between 20 and 50 percent retained on a No. 4- sieve. Recommendations for earthwork in wet weather are presented in the . following section. SHANNON & WILSON, INC. Associated Grocers, Inc. Attn: Mr. Bill Berni January 18, 1988 Page 12 In general, the thickness of soil layers before compaction should not exceed 8 inches for heavy equipment compactors and 4 inches for hand - operated mechanical compactors. In wet areas, such as when excavating adjacent to the 60 -inch storm drain, fill could be placed in an 18- to 24- inch -thick initial lift. Fill should be compacted to a dense, unyielding condition with a suitable roller. This initial lift should consist of clean granular soil with less than 5 percent fines. All compacted surfaces should be sloped to drain to prevent ponding. Permanent fill slopes should be graded no steeper than 1 Vertical on 2 Horizontal (1V on 2H). All structural fill operations should be observed and evaluated by an experienced technician from our firm. Also, we recommend that proposed borrow sources be sampled, sieved, and evaluated. Wet Weather Earthwork W- 4891 -01 The natural soils at this site contain sufficient silt and clay to produce a cohesive mixture when wet. Such soils are highly susceptible to changes in water content and become soft and difficult to work with when wet. In this area, wet weather generally begins about mid - October and continues through about May, although wet periods may occur at any time of the year. It would be most advisable to schedule earthwork during the dry weather months. However, if wet weather earthwork is unavoidable, the following is recommended. a. The ground surface in the construction area should be sloped to promote the runoff of precipitation and to prevent ponding of wawter. b. Fill or backfill material should consist of clean granular soil, of which not more than 5 percent fines (by dry weight) passes the No. 200 sieve, based on wet sieving the fraction passing the 3/4 -inch sieve. The fines should be non - plastic. c. Earthwork should be accomplished in small sections to minimize exposure to wet weather. That is, the removal of unsuitable soil and placement and compaction of at least 12 inches of clean structural fill should be accomplished on the same day. In footing excavations it may be neces- sary to pour a thin working slab of lean concrete to reduce the poten- tial of disturbing the bearing soils once they have been exposed. The SHANNON & WILSON, INC. Associated Grocers, Inc. Attn: Mr. Bill Berni January 18, 1988 Page 13 W- 4891 -01 size of equipment may have to be limited to prevent soil disturbance and the type of equipment may have to be that which will not operate on the excavation area, such as a backhoe or Gradall. d. No fill should be left uncompacted so it would soak up water. A smooth - drum vibratory roller, or equal, should roll the fill surface to seal out as much water as possible. e. Soil that becomes too wet for compaction should be removed and replaced with clean granular fill.material. Floor Slabs All soft, loose, disturbed, or other unsuitable materials are to be removed from beneath all floor slabs prior to placing pea gravel and the prepared surface should be densely compacted. Alternatively, the soil could be removed and dried or moistened and recompacted. A vapor barrier consisting of plastic sheeting is recommended beneath a slab - on -grade floor. The vapor barrier can be placed over. a 4 -inch minimum thick layer ' of washed pea gravel. Another alternative would be a 2 -inch layer of washed pea gravel beneath a 3 -inch layer of crushed rock. The crushed rock could be compact- ed with a vibratory compactor in order to provide a working surface on which to place the reinforcement and concrete. Preloadinq Preload fill could consist of excess on -site soils or other imported soil with not more than 30 percent passing the No. 200 sieve. Another option would be to use a granular material meeting the gradation requirements of structural fill such that after preloading it could be used to develop parking areas and roadways during dry weather. Preload fill does not necessarily have to be compacted, but should be placed in relatively uniform horizontal layers. The surface layer, however, should be compacted to at least 92% of Modified Proctor in order to seal the surface from water percolating through the fill. The top of the preload should also be crowned to promote runoff. SHANNON & WILSON, INC. Associated Grocers, Inc. Attn: Mr. 8i11 Berni January 18, 1988 Page 14 Monitoring Field Settlements W- 4891 -01 It is imperative, in our opinion, that the site be monitored to measure the actual settlements, as discussed previously. The performance of the preload and time of removal should be evaluated solely on the basis of these field measure- ments. A settlement plate detail is presented in Figure 4. Since the settlement plate risers will extend up through both the structural and preload fills, it will be necessary to exercise care when placing fill in the vicinity of the plates. Compaction with hand - operated equipment is recommended. It is usual practice to install the riser pipes in short sections, adding sections as the height of the fill increases. The settlement plates should be referenced to a fixed benchmark located well outside the construction area. Settlement plate and water level readings in the settlement plate pipe risers should be made weekly during the preloading period and at less frequent intervals thereafter. However, the frequency of readings may be adjusted once trends have been established. It will also be necessary to maintain accurate records of the height of fill over each plate, and water levels, when a set of readings is made. As mentioned, existing structures and walls adjacent to site fill and preloads should be monitored for movement. Drainage Considerations As we expect that the floor slab will be situated at elevations higher than the surrounding outside final grades, no special subsurface drainage measures need to be provided to maintain a dry floor, in our opinion. The ground surface outside the structure should be sloped such that surface water will not pond next to the building. Also, roof drains should connect with tightlines that drain into storm drainage facilities. SHANNON & WILSON, INC. Associated Grocers, Inc. Attn: Mr. Bill Berni January 18, 1988 Page 15 Additional Recommendations W- 4891 -a1 The possibility of excessive differential settlements should be considered rela- tive to existing buried facilities and the design of new underground utilities constructed near the proposed additions during and after the placement of structural fill and /or preload. In placing structural and preload fills adjacent to existing structures, and also during subsequent removal of the preload, it is advisable to add and take away load in approximately an even manner. Therefore, we recommend that the maximum elevation difference in these areas be limited to 3 feet. We are prepared to review the portions of the plans and specifications which pertain to earthwork and foundations to determine if they are consistent with our recommendations. We also recommend that we be retained to accomplish additional test pit explorations, monitor earthwork construction, preload placement, structural fill placement and compaction, and footing subgrade preparation. Recommendations contained in this report are based on site conditions as they presently exist and further assume that the previous exploratory holes are representative of the subsurface conditions throughout the site. If, during construction, subsurface conditions different from those encountered in the exploratory holes are observed or appear to be present beneath excavations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between the submission of this report and the start of work at the site, or if conditions have changed due to natural causes or construction operations at or adjacent to the site, the recommendations presented herein should be reviewed. Unanticipated soil conditions are commonly encountered and cannot be fully determined by merely taking soil samples or accomplishing explorations. Such unexpected conditions frequently require that additional expenditures be made to attain a properly constructed project. Therefore, some contingency fund is recom- mended to accommodate such potential extra costs. SHANNON & WILSON, INC, Associated Grocers, Inc. Attn: Mr. Bill Berni January 18, 1988 Page 16 We appreciate your confidence in our firm and if you have any questions please do not hesitate to call us. Sincerely, SHANNON & WILSON, INC. omas . Gurtowsk , P Senior Principal Engineer TMG /lkd Enclosures: Figures 1 through 4 W 4891 -01 AIRPORT WAY SOUTH Dry Grocery Warehouse Existing 60 Storm Drain PROPOSED ADDITIONS PERISHABLES WAREHOUSE EAST MARGINAL WAY 0 100 200 400 Scale in Feet LEGEND 8.1 AI Approximate Location of Previous Subsurface Boring Proposed Additions Associated Grocers SITE PLAN January 1988 W•4891.01 SHANNON • WILSON. INC. Geotechniol Consultants l FIG.1 EXISTING PER ISHABLES WAREHOUSE LEGEND 1 0 Approximate 1978 Settlement Plate Location and Number AREAS NOT PRELOAD 0 50 100 =11=11=11•111•111111 Scale in Feet 60 PROPOSED ADDITION OUTLINE I APPROX. LIMIT I OF 1978 PRELOAD Proposed Additions Associated Grocers PERISHABLES WAREHOUSE PRELOAD PLAN 200 January 1988 W•4891.01 INANNON & WILSON. INC. 1 FIG. 2 Goolochnical Consultants 2 Ft. Min. Interior Column 4 Ft. Min. Fill •Proposed Additions Associated Grocers FOOTING DETAIL January 1988 W4891 -01 SHANNON & WILSON, INC. I FIG. 3 Geouchnial Consultants 18 In. Min. Structural Fitl • atilt Exterior Wall Loading Dock V 6 1 3 Ft. Min. Fill Elev. 11.5 Ft. Floor Live Load i 1$ Permanent Structural Fill Not to Scale 1 '!NOSHED SURCHARGE FILL SURFACE —\ r: r x % STEEL PLATE EXCAVATION OPTIONAL — r s r * %" PLATE PIPE COUPLINGS o• • s. • • ' )49 rn SEE DETAIL BELOW NOTE: SETTLEMENT MARKERS ADJACENT TO EXISTING BUILDINGS TO CONSIST OF • STEEL PIPE OR ROD DRIVEN 4 FEET OR MORE INTO GROUND TO PROVIDE FIRM SETTLEMENT MONUMENT. lo -`" GRAVEL POCKET STANDARD PIPE PLUG WITN 2 VENT MOLES INSTALL PLATE AND 1 PIPE RISER TO THIS BEFORE PLACING FILL r' STANDARD STEEL "we or —EXISTING GROUND SURFACE r' STANDARD PIPE PIPE COUPLING WELD ALL AROUND MAMMON & NILSON. INC. l CI•TtCNNINt C•I$•LTANT• 1 CONCRETE SAND Proposed Additions Associated Grocers SETTLEMENT PLATE DETAIL January 1988 W•4891.01 FIG. 4 PART 1 GENERAL 1.01 SUMMARY A. Extent of selective demolition work is indicated on drawings. B. Demolition requires the selective removal and subsequent off-site disposal of the following: 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Remodeling construction work and patching Is included within the respective sections of specifications, including removal of materials for re-use and incorporated into remodeling or new construction. B. Relocation of pipes, conduits, ducts, other mechanical and electrical work are specified by respective trades. 1.03 SCHEDULE 1.05 CONDITION OF STRUCTURES SECTION 02070 SELECTIVE DEMOLITION 1. Portions of building structure indicated on drawings and as required to accommodate new construction, 2. Removal and protection of existing fixtures and equipment items indicated for re- use, A. Submit schedule indicating proposed sequence of operations for selective demolition work to Owner's Representative for review prior to commencement of work. Include coordination for shut -off, capping, and continuation of utility services as required, together with details for dust and noise control. B. provide detailed sequence of demolition and removal work to ensure uninterrupted progress of Owner's on -site operations. 1.04 OCCUPANCY A. Owner will be continuously occupying areas of the building immediately adjacent to areas of selective demolition. B. Conduct selective demolition work in manner that will minimize need for disruption of Owner's normal operations, C. Provide minimum of 72 hours advance notice to Owner of demolition activities which will impact Owner's normal operations. A. Owner assumes no responsibility for actual condition of items or structures to be demolished. 02070-1 A. Provide temporary barricades and other forms of protection as required to protect Owner's personnel and general public from injury due to selective demolition work. B. Provide protective measures as required to provide free and safe passage of Owner's i 1. B. Conditions existing at time of commencement of contract will be maintained by Owner insofar as practicable. However, variations within structure may occur by Owner's removal and salvage operations prior to start of selective demolition work. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION 3.01 PROTECTIONS personnel and general public to and from occupied portions of building. C. Protect from damage existing finish work that is to remain in place and becomes exposed during demolition operations. D. Protect floors with suitable coverings when necessary. E. Construct temporary insulated solid dustproof partitions where required to separate areas where noisy or extensive dirt or dust operations are performed. F. Equip partitions with dustproof doors and security locks if required. G. Provide temporary weather protection during interval between surfaces, and installation of new construction to insure that no water leakage or damage occurs to structure or interior areas of existing building, H. Remove protections at completion of work. 3,02 DAMAGES A. Promptly repair damages caused to adjacent facilities by demolition work at no cost to Owner. 3.03 TRAFFIC A. Conduct selective demolition operations and debris removal in a manner to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. 3.04 UTILITY SERVICES A. Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. B. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction. C. Provide temporary services during interruptions to existing utilities, as acceptable to governing authorities. 02070.2 3.05 ENVIRONMENTAL CONTROLS A. Use water sprinkling, temporary enclosures, and other suitable methods to limit dust and dirt rising and scattering in air to lowest practical level. B. Comply with governing regulation pertaining to environmental protection. C. Do not use water when it may create hazardous or objectionable conditions such as ice, flooding, and pollution, 3.06 INSPECTION A. Prior to commencement of selective demolition work, inspect areas in which work will be performed. B. Photograph existing conditions to structure surfaces, equipment or to surrounding properties which could be misconstrued as damage resulting from selective demolition work; file with Owner's Representative prior to starting work. 3.07 PREPARATION A. Provide interior and exterior shoring, bracing, or support to prevent movement, settlement or collapse of structures to be demolished and adjacent facilities to remain. B. Cease operations and notify Owner's Representative immediately if safety of structure appears to be endangered. C. Take precautions to support structure until determination Is made for continuing operations. D. Cover and protect furniture, equipment and fixtures to remain from soiling or damage when demolition work is performed in rooms or areas from which such items have not been removed. E. Erect and maintain dust -proof partitions and closures as required to prevent spread of dust or fumes to occupied portions of the building. F. Where selective demolition occurs immediately adjacent to occupied portions of the building, construct dust -proof partitions of minimum 4" studs, 5/8" drywall (joints taped) on occupied side, 1/2" fire - retardant plywood on demolition side, and fill partition cavity of sound - deadening insulation. G. Provide weatherproof closures for exterior openings resulting from demolition work. H. Locate, identify, stub off and disconnect utility services that are not indicated to remain. I. Provide by -pass connections as necessary to maintain continuity of service to occupied areas of building. J. Provide minimum of 72 hours advance notice to Owner if shut -down of service is necessary during change -over. • 02070 -3 3.08 EXISTING INTERIOR CONCRETE SLAB For interior slabs on grade, use removal methods that will not crack or structurally disturb adjacent slabs or partitions. Use power saw where possible. B. Completely fill blow -grade areas and voids resulting from demolition work. Provide fill consisting of approved earth, gravel or sand, free of trash and debris, stones over 6' diameter, roots, or other organic matter. C. If unanticipated mechanical, electrical or structural elements which conflict with intended function or design are encountered, investigate and measure both nature and extent of conflict. Submit report to Owner's Representative in written, accurate detail. Pending receipt of directive from Owner's Representative rearrange selective demolition schedule as necessary to continue overall job progress without delay. D. Disposal of Demolished Materials: Remove debris, rubbish and other materials resulting from building site. Transport and legally dispose of materials off-site. E. If hazardous materials are encountered during demolition operations, comply with applicable regulations, laws, and ordinances concerning removal, handling and protection against exposure or environmental pollution. 3.09 CLEAN -UP AND REPAIR A. Upon completion of demolition work, remove tools, equipment and demolished materials from site. B. Remove protections and leave interior areas broom clean. C. Repair demolition performed in excess of that required. D. Return structures and surfaces to remain to condition existing prior to commencement of selective demolition work. E. Repair adjacent construction or surfaces soiled or damaged by selective demolition work. END OF SECTION PART 1 GENERAL (NOT USED) PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION 3.01 APPLICATION SECTION 02110 SITE CLEARING A. Traffic: Conduct site clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks, or other occupied or used facilities without permission from authorities having jurisdiction. B. Protection: Provide temporary fences, barricades, coverings, or other protection to preserve existing items indicated to remain and to prevent injury or damage to persons or property. Provide protection for adjacent properties as required. 1. Restore damaged work to condition existing prior to start of work. 2. Protect existing trees and vegetation that is indicated to remain from physical damage. Do not store materials or equipment within tree drip line. Use licensed arborist for tree damage repair. Replace damaged trees that cannot be restored to full growth, as determined by arborist, unless otherwise acceptable to Architect. C. Site Clearing: Remove trees, shrubs, grass, and other vegetation, improvements, or obstructions as indicated or which interfere with new construction. Removal includes digging out stumps and roots, together with subsequent off -site disposal. 1. Strip and stockpile topsoil that will be reused in the work. 2. Control air pollution caused by dust and dirt; comply with governing regulations. 3. Fill depressions and voids resulting from site clearing operations. Using satisfactory soil materials, place in maximum 6 inch deep horizontal layers and compact each layer to density of surrounding original ground. 4. Grade ground surface to conform to required contours and to provide surface drainage. 5. Dispose of waste materials, including trash, debris, and topsoil off Owner's property. 6. Burning of waste materials on site is not permitted. END OF SECTION 11911n.1 PART 1 GENERAL 1.01 SUMMARY A. B. C. D. E. F. 1.04 QUALITY ASSURANCE SECTION 02200 EARTHWORK Extent of earthwork is indicated on drawings and as specified herein. Preparation of subgrade for building slabs. Drainage fill course for support of building. Excavation and backfilling of site utilities and appurtenances. Backfilling of trenches within building lines. Excavation for Mechanical/Electrical Work: Excavation and backfill conjunction with underground mechanical and electrical utilities, mechanical and electrical appurtenances. B. Reports certified and signed by Washington registered engineer. required in and buried to subgrade G. Definition: "Excavation" consists of removal of material encountered elevations indicated and subsequent disposal of materials removed. 1.02 RELATED SECTIONS A. Section 02010: Subsurface Investigations 1.03 SUBMITTALS A. Submit following reports directly to Architect from testing service, with copy Contractor and Owner's Representative. 1. Test reports on borrow material. 2. Verification of each footing subgrade. 3. Field density test reports. 4. One optimum moisture - maximum density curve for each type of soil encountered. to 5. Report of actual unconfined compressive strength and/or results of bearing tests of each strata tested. A. Perform excavation work in compliance with applicable requirements of governing authorities having jurisdiction. B. Employ, at Contractor's expense, independent certified geotechnical -civil engineering firm to perform soil testing and inspection service for quality control testing during earthwork operations. Testing firm shall be approved by code enforcement authorities and Owner prior to commencing work. 1.05 PROJECT CONDITIONS A. Subsurface Site Conditions: Refer to Section 02010, Subsurface Investigations. B. Locate existing underground utilities in areas of work. If utilities are to remain in place, provide adequate means of protection during earthwork operations. 1. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult utility owner immediately for directions. Cooperate with Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility owner. C. Protection of Persons and Property: PART 2 PRODUCTS 1. Barricade open excavations occurring as part of this work and post with warning lights. 2. Operate warning lights as recommended by authorities having jurisdiction. 3. Protect structures, utilities, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. 1.06 TESTING STANDARDS A. Where compaction density is specified, maximum density shall be determined in accordance with current requirements of ASTM D 1557. B. In -place soil density may be determined by use of: 1. Nuclear densometer - ASTM D 2922. 2. Sand cone - ASTM D 1556. 3. Rubber balloon - ASTM D 2167. C. Gradation test, in accordance with ASTM C 136, shall be performed on each type of aggregate materials used in fills and backfills at rate of one test per 1,000 cubic yards or each day's haul whichever is less material. 2.01 UNCLASSIFIED FILL A. Approved selected material from site or approved source, free from debris, organic material, or stones in excess of 4 inches in any dimension. Material may be frost susceptible. 02200 -2 C l l l l 2.02 SUBBASE A. Subbase shall contain no lumps, frozen material, organic matter, or other deleterious matter. It shall have a plasticity index not greater than six as determined by ASTM D 424 and shall conform to following type as required by plans or specifications. U.S. Std. Sieve Cumulative % Passing 8" 100 3" 66-100 1 /r 32 -100 10 12 -50 40 2 -30 100 0-14 200 0-10 2.03 CLASSIFIED FILL OR BACKFILL A. Materials furnished by Contractor for use as classified fill and/or backfill shall be well graded within limitation of following table. Gravelly material shall have a coefficient of uniformity greater than six. Material shall be non -frost susceptible. U.S. Std. Sieve Cumulative % Passing 3" 100 3/8" 56-100 10 30 -64 40 9-34 200 0 -6 3/4" 100 3/8" 56 -100 10 30-64 40 9-34 200 0-6 2.04 FLOOR SLAB DRAIN ROCK A. Clean free- draining, sandy gravel of minus 3/4 inches and plus Number 4 sieve size. 2.05 BEDDING MATERIAL A. Bedding material shall be non -frost susceptible and well graded within the following limitations: U.S. Std. Sieve Cumulative % Passing 2.06 STRUCTURAL FILL OR BACK FILL A. Structural fill or backfill shall conform to requirements of classified fill or backfill. 02200 -3 PART 3 EXECUTION 3.01 EXCAVATION A. In areas of new paving and new buildings or other facilities, excavate all unsuitable materials to firm bearing. Refer to soils report for approximate depths and extent of unsuitable materials. Any excavated previously placed fill that meets specification for unclassified or classified fill shall be stockpiled for re-use in embankment. Remove all unsuitable materials from site. B. Excavation is unclassified and includes excavation of subgrade elevations indicated, regardless of character of materials and obstructions encountered. C. Unauthorized excavation consists of removal of materials beyond indicated subgrade elevations or dimensions without specific direction of Owner's Representative. Unauthorized excavation, as well as remedial work directed by Owner's Representative, shall be at Contractor's expense. 1. Under footings, foundation bases, or retaining walls fill unauthorized excavation by extending indicated bottom elevation of footing or base to excavation bottom without altering required top elevation. Lean concrete fill may be used to bring elevations to proper position, when acceptable to Owner's Representative. 2. Elsewhere, backfill and compact unauthorized excavations as specified for authorized excavations of same classification, unless otherwise directed by Owner's Representative. D. Additional Excavation: When excavation has reached required subgrade elevations, notify Owner's Representative who will make an inspection of conditions. 1. If unsuitable bearing materials are encountered at required subgrade elevations, carry excavations deeper and replace excavated material as directed by Owner's Representative. 2. Removal of unsuitable material and its replacement as directed will be paid on basis of contract conditions relative to changes in work. E. Stability of Excavations: Slope sides of excavations to comply with local codes and ordinances having jurisdiction. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated. 1. Maintain sides and slopes of excavations in safe condition until completion of backfilling. F. Provide materials for shoring and bracing, such as sheet piling, uprights, stringers, and cross - baces in good serviceable condition. 1. Establish requirements for trench shoring and bracing to comply with local codes and authorities having jurisdiction. 2. Maintain shoring and bracing in excavations regardless of time period excavations will be open. Carry down shoring and bracing as excavation progresses. 02200.4 G. Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. 1. Do not allow water to accumulate in excavations. Remove water to prevent softening of foundation bottoms, undercutting footings, and soil changes detrimental to stability of subgrades and foundations. Provide and maintain pumps, well points, sumps, suction, and discharge lines, and other dewatering system components necessary to convey water away from excavations. 2. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and water removed from excavation to collecting or run -off areas. Do not use trench excavations as temporary drainage ditches. H. Stockpile excavated materials that meet requirements of classified fill or subbase until required for backfill or fill. Place, grade, and shape stockpiles for proper drainage. 1. Locate and retain soil materials away from edge of excavation. 2. Dispose of excess soil material and waste materials as herein specified. I. Excavation for Structures: Conform to elevations and dimensions shown within tolerance of plus or minus 010 feet and extending sufficient distance from footings and foundations to permit placing and removal of concrete formwork, installation of services, other construction, and for inspection. 1. In excavating for footings and foundations, take care not to disturb bottom of excavation. Excavate by hand to final grade just before concrete reinforcement is placed. Trim bottoms to required lines and grades to leave solid base to receive other work. J. Excavation for Trenches: Dig trenches to uniform width required for particular Item to be installed, sufficiently wide to provide ample working room. Provide 12 inches clearance on both sides of pipe or conduit. 1. Excavate trenches to depth indicated or required. Carry depth of trenches for piping to establish Indicated flow lines and invert elevations. 2. For pipes or conduit 5 inches or less in nominal size and for flat- bottomed multiple -duct conduit units, do not excavate beyond indicated depths. Hand excavate bottom cut to accurate elevations and support pipe or conduit on undisturbed soil. 3. For pipes or conduit 6 inches or larger in nominal size, tanks and other mechanical/electrical work indicated to receive subbase, excavate to subbase depth indicated, or, if not otherwise indicated, to 6 inches below bottom of work to be supported. 4. Except as otherwise indicated, excavate for exterior water - bearing piping (water, sprinkler, oily water waste, air) so top of piping is not less than 4 feet below finish grade. 5. Grade bottoms of trenches as indicated, notching under pipe bells to provide solid bearing for entire body of pipe. 02200 -5 6. Backfill trenches with concrete where trench excavations pass within 18 inches of column or wall footings and which are carried below bottom of such footings, or which pass under wall footings. Place concrete to level of bottom of adjacent footing. 7. Concrete is specified in Divsion 3. 8. Do not backfill trenches until tests and inspections have been made and backfilling authorized by geotechnical engineer. Use care in backfilling to avoid damage or displacement of pipe system. 9. For piping or conduit Tess than 2 feet 6 inches below surface of roadways, provide 4 inch thick concrete base slab support. After installation and testing of piping or conduit, provide minimum 4 inch thick encasement (sides and top) of concrete prior to backfilling or placement of roadway subbase. 3.02 COMPACTION A. Control soil compaction during construction providing minimum percentage of density specified for eah area classification indicated below. B. Compact soil to not Tess than the following percentages of maximum density for soils which exhibit a well - defined moisture density relationship (cohesive soils) determined in accordance with ASTM D 1557. 1. Structural fill material below or ongrade slabs or footings compact to minimum 95 percent of Modified Proctor maximum dry density. 2. Material below parking areas compact to a minimum of 95 percent of Modified Proctor maximum dry density. 3. Trench backfili compact to a minimum of 95 percent of Modified Proctor maximum dry density. C. Where subgrade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of subgrade, or layer of soil material, to prevent free water appearing on surface during or subsequent to compaction operations. D. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. E. Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by discing, harrowing, or pulverizing until moisture content is reduced to satisfactory value. 3.03 BACKFILL AND FILL A. Place acceptable soil material in layers to required subgrade elevations, for each area classification listed below. 1. Backfill below 2 feet below final grade shall be subbase material. Backfill within 2 feet of grade shall be classified material. 02200 -6 2. Under building slabs and footings, use structural fill material; except within 6 inches of slab, use floor slab drain material. 3. Use bedding material under piping or conduit; shape to fit bottom 90 degrees of cylinder. Continue use of bedding material to minimum of 6 inches over piping or conduit. 4. Backfill in trenches above bedding material shall be classified material. B. Backfill excavations as promptly as work permits, but not until completion of following: 1. Acceptance of construction below finish grade including, where applicable, dampproofing, waterproofing, and perimeter insulation. 2. Inspection, testing, approval, and recording locations of underground utilities. 3. Removal of concrete formwork. 4. Removal of shoring and bracing and backfiliing of voids with satisfactory materials. 5. Removal of trash and debris. 6. Permanent or temporary horizontal bracing is in place on horizontally supported walls. C. Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placement of fills. 1. When existing ground surface has a density Tess than that specified under "Compaction" for particular area classification, break up ground surface, pulverize, moisture - condition to optimum moisture content, and compact to required depth and percentage of maximum density. D. Place backfill and fill materials irr layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand - operated tampers. 1. Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content. Compact each layer to required percentage of maximum dry density or relative dry density for each area classification. 2. Place backfill and fill materials evenly adjacent to structures, piping, or conduit to required elevations. Take care to prevent wedging action of backfill against structures or displacement of piping or conduit by carrying material uniformly around structure, piping, or conduit to approximately same elevation in each lift. 02200-7 3.04 GRADING A. Uniformly grade areas within limits of grading under this section, including adjacent transition areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are indicated, or between such points and existing grades. B. Grade areas adjacent to building lines to drain away from structures and to prevent ponding. C. Finish surfaces free from irregular surface changes, and as follows: 1. Paved Areas: Finish areas to receive asphalt paving to within not more than 0,10 feet above or below required elevations allowing for leveling course and pavement. 2. Grading Surface of Fill Under Building Slabs: Grade smooth and even, free of voids, compacted as specified, and to required elevation. Provide final grades within tolerance 011/2 inch when tested with 10 foot straightedge. D. After grading, compact subgrade surfaces to the depth and indicated percentage of maximum or relative density for each area classification. 3.05 BUILDING SLAB DRAINAGE COURSE A. Drainage course consists of placement of 6 inches of drainage fill material over subgrade surface to support concrete building slabs, B. Place drainage fill material on prepared subgrade in single layer of uniform thickness. Maintain optimum moisture content for compacting material during placement operations. 3.06 FIELD QUALITY CONTROL A. Quality Control Testing During Construction: Allow testing service to inspect and approve subgrades and fill layers before further construction work is performed. B. Perform field density tests in accordance with ASTM D 1556 (sand cone method) or ASTM D 2167 (rubber balloon method), or ASTM D 2922 (density of soil and soil - aggregate in place by nuclear methods) as applicable. C. For each strata of soil on which footings will be placed, conduct at least one test to verify required design bearing capacities. Subsequent verification and approval of each footing subgrade may be based on a visual comparison of each subgrade with related tested strata, when acceptable to geotechnical engineer. D. Make at least one field density test of subgrade for every 1,000 square feet of building slab, but in no case less than three tests. In each compacted fill layer, make one field density test for every 1,000 square feet of overlaying building slab or paved area, but in no case less than three tests. E. Foundation Wall Backfill: Take at least two field density tests, at locations and elevations as directed. 02200 -8 r If in opinion of Architect/Engineer, based on testing service reports and inspection, subgrade or fills which have been placed are below specified density, provide . additional compaction and testing at no additional expense. MAINTENANCE A. Protect newly graded areas from traffic and erosion. Keep free of trash and debris. 1. Repair and re-establish grades in settled, eroded, and rutted areas to specified tolerances. Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, re- shape, and compact to required density prior to further construction. Where settling is measureable or observable at excavated areas during general project warranty period, remove surface (pavement, lawn, or other finish), add backfill material, compact, and replace surface treatment. Restore appearance, quality, and condition of surface or finish to match adjacent work, and elminiate evidence of restoration to greatest extent possible. 3.08 DISPOSAL OF EXCESS AND WASTE MATERIALS A. Removal from Owner's Property: Remove waste materials including unacceptable and excess excavated material, trash, and debris and dispose of it off Owner's property. END OF SECTION PART 1 GENERAL 1.01 SUMMARY 1.03 GUARANTEE PART 2 PRODUCTS 2.01 MATERIALS B. Plant Materials: SECTION 02900 LANDSCAPING A. General Contractor responsible for all cutting and filling necessary to provide proper subgrade. Landscape Contractor responsible for bringing planted areas to finish grade. Depths of planting soils will vary with existing conditions, 6 inches being considered minimum for planting areas. 1.02 QUALITY ASSURANCE A. Landscape Contractor experienced in landscape work of highest professional quality. B. Workmanship; Equal to best accepted trade practices. C. Plant Material: All plants nursery grown, of normal habit growth, healthy, vigorous, and free of disease, insect eggs, and larvae. Plants shall not be pruned prior to delivery. Grading of plant materials in accordance with code of standards of American Association of Nurserymen. Nomenclature shall conform with Standardized Plant Names, second edition, 1942. Names not present in this listing shall conform to accepted nomenclature in nursery trade. A. Guarantee trees and shrubs for period of one year after date of acceptance, against defects including death and unsatisfactory growth, except for defects resulting from neglect by Owner,, abuse or damage by others, or unusual phenomena or incidents which are beyond Landscape Installer's control. Remove and replace trees, shrubs, or other plants found to be dead or in unhealthy condition during guarantee period. Plant missing trees, shrubs, and plants. Make replacements during growth season following end of guarantee period; unless, in opinion of Architect, it is advisable to extend guarantee period for full growing season. Architect will make another inspection at end of extended guarantee period, if any, to determine acceptance or rejection. Only one replacement will be required at end of guarantee period, except for losses or replacements due to failure to comply with specified requirements. A. Topsoil: Provide topsoil as required to complete landscape work. Two-way mix topsoil which Is fertile, friable, natural loam, surface soils reasonably free of subsoil, clay lumps, brush, weeds and other litter, and free of roots, stumps, stones larger than 2 inches in any dimension, and other extraneous or toxic matter harmful to plant growth. 1. Plant Size: At least equal to minimum size specified. Remove any undergrade plants and replaced prior to provisional acceptance. 2. Container Stock: Grown in its delivery container for not less than 6 months but for not more than 2 years. Rootbound material not accepted. Do not handle container stock by trunks, stems, or roots. C. Miscellaneous Landscape Materials: 1. Mulch: Provide ground fir or hemlock bark of uniform color free from weeds, seeds, sawdust, or splinters and shall not contain resin, tannin, wood fiber, or other compounds detrimental to plant life. Mulch shall have size range of 1/4 inch to 1 inch. 2. Antidesiccant: Apply "wilt -pruf" or an approved antidesiccant to all plant material planted later than June 1st and up to October 1st. Apply in accordance with manufacturer's recommendation. 3. Tree Staking: Stake all trees 4 feet in height and taller. See details on drawings. PART 3 EXECUTION 3.01 PREPARATION A. Layout: Prior to commencement of planting operations, outline shrub beds on ground and all tree locations staked and marked by variety for review by Architect. 3.02 INSTALLATION A. Trees: Excavate tree pits to diameter 1 foot greater than spread of root. Depth of pits to allow for cusHion of planting soil, being sure that pit has drainage, either vertically or laterally. After setting to proper grade and backfilling with planting soil, planting pocket shall be water puddled to eliminate any voids. Bring backfill to finished'grade, forming saucer for watering, mulch with 2 inches of bark, then stake. B. Shrubs: After outlining shrub bed and excavating to 6 inch depth, add 6 inches of planting soil, 2 -way mix. Establish plant spacing and excavate plant pits to diameter 6 feet greater than spread of roots. Set plant on planting soil cushion, roll back burlap on B & B material, backfill to finish grade, and water puddle. Smooth surface of planting bed and mulch with 2 inches of bark mulch. C. Ground Cover: Clean ground Cover areas of extraneous material before cultivating to 6 inch depth and adding 2 inches of planting soil, 2 -way mix. Dish out plant pockets at required spacing in staggered rows. Set plants to grade, laying plant at 45 degree angle with slope before backfilling with planting soil. After plantings are completed, cover beds with 2 inches of bark mulch. D. Fertilizer: Mix fertilizer thoroughly into soil at following rates: 1. 2 Ib. 6-10-8 per inch caliper of trees, measured 4 inches off ground. 2. 30 Ib. 6-10 -8 per 1,000 square feet in all ground cover and shrub areas. 3. 4 Ib. 6-10-8 per 1,000 square feet in all wildflower areas. E. Antidesiccant: Apply antidesiccant using power spray to provide an adequate film over trunks, branches, stems, twigs, and folliage. 02900 -2 [ • • F. Maintenance Until Date of Acceptance: Maintain trees, shrubs, lawns, and other plants by pruning, cultivating, and weeding as required for healthy growth. Restore planting saucers. Tighten and repair stake and guy supports and reset trees and shrubs to proper grades or vertical position as required. Restore or replace damaged wrappings. Spray as required to keep trees and shrubs free of insect or disease. 3.03. FIELD QUALITY CONTROL A. Inspection and Acceptance: When landscape work is complete, including maintenance, . Architect will, upon request, make an inspection to determine acceptability. Where inspected landscape work does not comply with requirements, replace rejected work and continue specified maintenance until reinspected by Architect and found to be acceptable. Remove rejected plants and materials promptly from project site. 3.04 CLEANING A. During landscape work, store materials and equipment where directed. Keep pavements clean and work area in an orderly condition. 3.05 PROTECTION A. Underground Utilities: Protect utilities and repair any damage to same. B. Landscape Materials: Protect landscape work and materials from damage due to landscape operations, operations by other contractors, trades, and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed. END OF SECTION SECTION 03310 CONCRETE PART 1 GENERAL 1.01 SUMMARY A. Section includes formwork, reinforcing and cast -in -place concrete. 1.02 RELATED SECTIONS A. Section 03470: Tilt -up Concrete Construction B. Section 05120: Structural Steel C. Section 05500: Metal Fabrication - steel framed stairs and miscellaneous inserts. 1.03 SUBMITTALS A. Shop Drawings: 1. Reinforcement: Submit shop drawings for fabrication, bending, and placement of concrete reinforcement. Comply with ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures" showing bar schedules, stirrup spacing, diagrams of bent bars, and arrangement of concrete reinforcement. Include special reinforcement required for openings through concrete structures. 2. Formwork: Submit shop drawings for fabrication and erection of forms for specific finished concrete surfaces. Show form construction including jointing, special form Joint or reveals, location and pattern of form tie placement, and other items which affect exposed concrete visually. B, Mix Proportion and Design: Written report for each proposed concrete mix. C. Laboratory Test Reports: Submit laboratory test results for concrete materials and mix design test. 1.04 QUALITY ASSURANCE A. Codes and Standards: ACI 301 "Specifications for Structural Concrete Buildings;" ACI 318 "Building Code Requirements for Reinforced Concrete;" Concrete Reinforcing Steel Institute (CRS!), "Manual,of Standard Practice." B. Concrete Testing Service: Employ acceptable testing laboratory to perform materials evaluation, testing, and design of concrete mixes. C. Quality Control: Perform sampling and testing during concrete placement, as follows: 1. Sampling: ASTM C 172. 2. Slump: ASTM C 143, one test for each load at point of discharge. 3. Air Content: ASTM C 173, one for each set of compressive strength specimens. 03310 -1 4. Compressive Strength: ASTM C 39, one set for each 150 cu. yds. or fraction thereof of each class of concrete; one specimen tested at 7 days, one specimen tested at 28 days, and one retained for later testing if required. 5. When the total quantity of a given class of concrete is less than 50 cubic yards, strength tests may be waived by Architect if field experience indicates evidence of satisfactory strength. D. Test results will be reported in writing to Architect, Contractor, and concrete producer within 24 hours after tests are made. E. Mix Proportions and Design: Proportion mixes complying with mix design procedures specified In ACI 301. 1. Submit written report for each proposed concrete mix at least 15 days prior to start of work. Do not begin concrete production until mixes have been reviewed and are accepted. 2. Mix designs may be adjusted when material characteristics, job conditions, weather, test results, or other circumstances warrant. Do not use revised concrete mixes until submitted and accepted. 3. Use air- entering admixture in all concrete, providing not less than 4 percent nor more than 6 percent entrained air for concrete exposed to freezing and thawing, and from 2 percent to 4 percent for other concrete. 1.05 DELIVERY, STORAGE, AND HANDLING A. Deliver anchorage items which are to be embedded in other construction before start of such work. Provide setting diagrams, templates, instructions, and directions as required for installation. PART 2 PRODUCTS 2.01 MATERIALS A. Form Materials: 1. Forms for Exposed Finish Concrete: Plywood, metal, metal- framed plywood faced, or other acceptable panel -type materials to provide continuous, straight, smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number of joints and to conform to joint system shown on drawings. 2. Forms for Unexposed Finish Concrete: Plywood, lumber, metal, or other acceptable material. Provide lumber dressed on at least two edges and one side for tight fit. 3. Form Coatings: Provide commercial formulation form - coating compounds that will not bond with, stain, nor adversely affect concrete surfaces, and will not impair subsequent treatments of concrete surfaces, 4. Form Ties: Factory- fabricated, adjustable- length, removable or snapoff metal form ties, designed to prevent form deflection and to prevent spelling concrete 03310 -2 upon removal. Provide units which will leave no metal closer than 1 -1/2 inches to surface, B. Reinforcing Materials: 1. Deformed Reinforcing Bars: ASTM A 615, Grade 60 unless otherwise indicated. 2. Welded Wire Fabric: ASTM A 185. 3. Steel Wire: ASTM A 82, plain, cold -drawn steel. 4. Supports for reinforcement. Provide supports including bolsters, chairs, spacers, and other devices complying with CRSI recommendations. C. Concrete Materials: 1. Portland Cement: ASTM C 150, Type I or III. 2. Fly Ash: ASTM C 618, Type C or F. Limit use of fly ash in concrete mix design to not exceed 25 percent of cement content by weight. 3. Aggregates: ASTM C 33, except local aggregates of proven durability may be used when acceptable to Architect. Provide aggregates from single source for exposed concrete. 4. Water: Drinkable. 5. Air - Entraining Admixture: ASTM C 260. 6. Water - Reducing Admixture: ASTM 0 494 type as required to suit project conditions. Only use admixtures which have been tested and accepted in mix designs, unless otherwise acceptable. D. Related Materials: 1. Waterstop: Flat dumbbell or center bulb type, size to suit joints, of either rubber (CRD C513) or PVC (CRD C572) 2. Vapor Barrier: Clear 8 -mils thick polyethylene; polyethylene- coated barrier paper. 3. Membrane - Forming Curing Compound: ASTM C 309, Type I. 4. Chemical Hardner: Colorless aqueous solution containing blend of magnesium fluosilicate and zinc fluosilicate combined with wetting agent, compatible with curing compound. 5. Joint Fillers: See Division 7. 6. Bonding Compound: Polyvinyl acetate or acrylic base, 7. Grandular Base: Evenly graded mixture of fine and course aggregates to provide, when compacted, smooth and even surface below slabs on grade. 03310-3 2.02 PUMP EQUIPMENT A. Type: Pneumatic feed or positive displacement type of design and size capable of delivering premixed materials accurately, uniformly, and continuously through hose in accordance with referenced ACI 506, Chapter 3. 1. Pump capable of handling and applying mix using specified maximum size coarse aggregat. Do not use accelerating admixture. 2. Maintain equipment, including mixers, hoses, nozzles, air, and water pressure gages and gaskets in clean and proper operating condition. PART 3 EXECUTION 3.01 INSTALLATION A. Ready -Mix Concrete: ASTM C 94. B. Formwork: Construct so that concrete members and structures are of correct size, shape, alignment, elevation, and position. C. Provide openings in formwork to accommodate work of other trades. Accurately place and securely support items built into forms. D. Clean and adjust forms prior to concrete placement. Apply form release agents or wet forms, as required. Retighten forms during concrete placement, if required, to eliminate mortar leaks. E. Vapor Barrier Installation: Following leveling and tamping of granular base, place vapor retarder sheeting with longest dimension parallel with direction of pour. Lap joint 6 Inches with appropriate tape. F. Reinforcement: Position, support, and secure reinforcement against displacement. Locate and support with metal chairs, runners, bolsters, spacers, and hangers as required. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. G. Install welded wire fabric in as long lengths as practicable, lapping at least one mesh. H. Joints: Provide construction, isolation, and control joints as indicated or required. Locate construction joints so as to not impair strength and appearance of structure. Place isolation and control joints in slabs -on- ground to stabilize differential settlement and random cracking. I. Waterstops: Provide waterstops in construction joints as indicated. Install to form continuous diaphragm in each joint. Protect waterstops during progress of work. Fabricate field joints in waterstops in accordance with manufacturer's instructions. J. Installation of Embedded Items: Set and build into work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast -in - place concrete. Use setting diagrams, templates, and instructions provided by others for locating and setting. 03310 -4 K. Concrete Placement: Comply with ACI, placing concrete in a continuous operation within planned joints or sections. Do not begin placement until work of other trades affecting concrete is completed. L. Consolidate placed concrete using mechanical vibrating equipment with hand rodding and tamping, so that concrete is worked around reinforcement and other embedded items and into forms. M. Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placement and curing. 1. Cold weather, comply with ACI 306. 2. Hot weather, comply with ACI 305. 3.02 FINISHES A. Rough Form Finish: For formed concrete surfaces not exposed -to -view in finish work or by other construction, unless otherwise indicated. This is concrete surface having texture imparted by form facing material used, with tie holes and defective areas repaired and patched and fins and other projections exceeding 1/4 inch in height rubbed down or chipped off. B. Exposed- to-View Surfaces: Provide smooth finish for exposed concrete surfaces and surfaces that are to be covered with coating or covering material applied directly to concrete. Remove fins and projections, patch defective areas with cement grout, and rub smooth (concrete Type 1 finish). C. Slab Trowel Finish: Apply trowel finish to monolithic slab surfaces that are exposed - to-view or are to be covered with chemical- hardener finish. Consolidate concrete surfaces by finish troweling, free of trowel marks, uniform in texture and appearance. D. Non -Slip Broom Finish: Apply non -slip broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated. Immediately after float finishing, slightly roughen concrete surface by brooming with fiber bristle broom perpendicular to main traffic route. Coordinate required final finish with Architect before application. E. Chemical- Hardener Finish: Apply chemical- hardener finish to interior concrete floors. Apply liquid chemical- hardener after complete curing and drying of the concrete surface. Dilute liquid hardener with water (parts of hardener /water as follows), and apply in three coats: first coat, 1 /3- strength; second coat, 1/2- strength; third coat, 2/3- strength. Evenly apply each coat, and allow 24 hours for drying between coats. 1. Apply proprietary chemical hardeners, in accordance with manufacturer's printed instructions. 2. After final coat of chemical- hardener solution is applied and dried, remove surplus hardener by scrubbing and mopping with water. F. Curing: Begin initial curing as soon as free water has disappeared from exposed surfaces. Where possible, keep continuously moist for not Tess than 72 hours. Continue curing by use of moisture - retaining cover or membrane - forming curing compound. Cure formed surfaces by moist curing until forms are removed. Provide protections as required to prevent damage to exposed concrete surfaces. 03310 -5 r r f r G. Miscellaneous Concrete Items: Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and steel- troweling surfaces to a hard, dense finish with corners, intersections, and terminations slightly rounded. 3.03 CONCRETE SURFACE REPAIRS A. Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removal of forms. Cut out honeycomb, rock pockets, voids over 1/4 inch in any dimension, and holes left by tie rods and bolts, down to solid concrete, but, in no case to depth of less than 1 inch. Make edges of cuts perpendicular to concrete surface. Thoroughly clean, dampen with water, and brush -coat area to be patched with specified bonding agent. Place patching mortar after bonding compound has dried. B. For exposed -to -view surfaces, blend white portland cement and standard portland cement so that, when dry, patching mortar will match color surrounding. Provide test areas at inconspicuous location to verify mixture and color match before proceeding with patching. Compact mortar in place and strike -off slightly higher than surrounding surface. C. Repair of Formed Surfaces: Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction of Architect. Surface defects, as such, include color and texture irregularities, cracks, spells, air bubbles, honeycomb, rock pockets; fins and other projections on surface; and stains and other discolorations that cannot be removed by cleaning. Flush out form tie holes, fill with dry pack mortar, or precast cement cone plugs secured in place with bonding agent. Repair concealed formed surfaces, where possible, that contain defects that affect durability of concrete, If defects cannot be repaired, remove and replace concrete. D. Repair of Unformed Surfaces: Test unformed surfaces, such as monolithic slabs, for smoothness and verify surface plane to tolerances specified for each surface and finish, Correct low and high areas as herein specified. Test unformed surfaces sloped to drain for trueness of slope, in addition to smoothness using template having required slope. 1. Repair finished unformed surfaces that contain defects which affect durability of concrete. Surface defects, as such, include crazing, cracks in excess of 0.01 inch wide or which penetrate to reinforcement or completely through non - reinforced sections regardless of width, spalling, pop -outs, honeycomb, rock pockets, and other objectionable conditions. 2. Correct high areas in unformed surfaces by grinding, after concrete has cured at least 14 days. 3. Correct low areas in unformed surfaces during or immediately after completion of surface finishing operations by cutting out low areas and replacing with fresh concrete. Finish repaired areas to blend into adjacent concrete. Proprietary patching compounds may be used when acceptable to Architect. 03310 -6 4. Repair defective areas, except random cracks and single holes not exceeding 1 inch diameter, by cutting out and replacing with fresh concrete. Remove defective areas to sound concrete with clean square cuts and expose reinforcing steel with at least 3/4 inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding compound. Mix patching concrete of same materials to provide concrete of same type or class as original concrete. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. 3.04 FIELD QUALITY CONTROL A. Sample and test for quality control during placement of concrete. 1. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94. a. Slump: ASTM C 143; one test at point of discharge for each day's pour of each type of concrete; additional tests when concrete consistency seems to have changed. b. Air Content: ASTM C 173, volumetric method for lightweight or normal weight concrete; ASTM C 231 pressure method for normal weight concrete; one for each day's pour of each type of air- entrained concrete. c. Concrete Temperature: Test hourly when air temperature is 40 degrees F (4 degrees C) and below, and when 80 degrees F (27 degrees C) and above; and each time a set of compression test specimens made. d. Compression Test Specimen: ASTM C 31; one set of 4 standard cylinders for each compression strength test, unless otherwise directed. Mold and store cylinders for laboratory cured test specimens except when field -cure test specimens are required. e. Compressive Strength Tests: ASTM C 39; one set for each day's pour exceeding 5 cubic yards plus additional sets for each 50 cubic yards cover and above the first 25 cubic yards of each concrete class placed In any one day; one specimen tested at 7 days, two specimens tested at 28 days, and one specimen retained in reserve for later testing if required. 1) When frequency of testing will provide less than five strength tests for a given class of concrete, conduct testing from at least five randomly selected batches or from each batch if fewer than five are used. 2) When strength of field -cured cylinders is Tess than 85 percent of companion laboratory-cured cylinders, evaluate current operations and provide corrective procedures for protecting and curing the in -place concrete. 3) Strength level of concrete will be considered satisfactory if averages of sets of three consecutive strength test results equal or exceed specified compressive strength, and no individual strength test result falls below specified compressive strength by more than 500 psi. 03310-7 Test Results: Report in writing to Architect, Structural Engineer, and Contractor within 24 hours after tests. Reports of compressive strength tests shall contain project identification name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7 -day tests and 28-day tests. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted but shall not be used as the sole basis for acceptance or rejection. Additional Test: Testing service will make additional tests of in -place concrete when test results indicate specified concrete strengths and other characteristics have not been attained. Testing service may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42, or by other methods as directed. Contractor shall pay for such tests when unacceptable concrete is verified. END OF SECTION SECTION 03470 TILT -UP CONCRETE CONSTRUCTION PART 1 GENERAL 1.01 SUMMARY A. Requirements of Section "Concrete" apply to work of this section. B. Materials: Tilt -up concrete construction materials are specified in Section "Concrete ". 1.02 SUBMITTALS A. Submittals: In addition to requirements of Section "Concrete ", submit following to Architect. 1. Shop drawings indicating panel dimensions, openings, reinforcement and connection details, locations of items cast into panels, lifting devices, and other pertinent information. Clearly identify additional reinforcement provided for handling units. 2. Erector Qualifications: Have at least 2 years of successful experience in erection of tilt -up wall panels, similar to size and amount as required for this project. 3. Construction Loads: Design and construct tilt -up wall panels to withstand construction loads which may occur during lifting, bracing, and impact of adjoining panels. PART 2 PRODUCTS 2.01 MATERIALS A. Tilt -up concrete construction materials are specified in Section "Concrete ". B. Bond Breaker: Polymerized solution containing no oils, waxes, paraffins, or other material which could affect bond of subsequent finishes or natural appearance of exposed concrete surfaces. C. Anchors and Inserts: Provide inserts, dowels, bolts, nuts, washers and other items shown to be cast in panels or required for connecting panels to adjacent work, including inserts required for pick up. D. Forms: Wood, metal, or other substantial material to maintain alignment and produce required finish. Provide external bracing to prevent form displacement during casting operations. E. Reinforcement: Comply with requirements of Section "Concrete ". F. Concrete Mix Design: Comply with requirements of Section "Concrete ". 2.02 FABRICATION A. Inserts: Coordinate installation of inserts and anchorages required to be set into concrete slabs prior to casting panels. 034701 f B. Curing Base Casting Slabs: Cure concrete surfaces upon which wall panels are to be cast in same manner called for under section "Concrete ", except do not use paper or other curing sheet. At completion of 48 hour fog spray curing, use varnish base type of "curing compound" certified to have qualities as a "bond breaker" (parting compound), applied in accordance with manufacturer's instructions. After slab curing and placing reinforcing steel for panels, check casting slab surfaces for continuity of film. Touch up or recoat worn or damaged areas, taking particular care to prevent application of coating on reinforcing steel. C. Forms: Place forms carefully to prevent damage to casting slab surfaces. Erect and brace forms to receive reinforcing steel, anchors, inserts and other items to be cast into wall panels. Reinforcing and Inserts: Set and tie reinforcing steel; locate and secure anchorages and inserts and other cast -in -place items. Extend reinforcing as required for later connections to other concrete structures. D. Casting: Cast panels Individually on concrete floor slab of building, or temporary casting platform, at Contractor's option. E. Allowable Tolerances: 1. Casting tolerances for over -all height and width: Panels 10 ft. or under, plus or minus 1/8 inch. Panels 10 ft. to 20 ft., plus 1/8 inch and minus 3/16 inch. Panels 20 ft. to 30 ft., plus 1/8 inch and minus 1/4 inch. Each additional 10 ft., plus or minus 1/16 inch per 10 ft. Panel thickness, plus 1/4 inch and minus 1/8 inch. Openings (cast within one member), plus or minus 1/4 inch. Out of square (diagonal measure), 1/8 inch per 6 ft. or 1/4 inch total. 2. Location tolerances for cast -in items; Inserts, pipe sleeves, bolts, etc., plus or minus 3/8 inch. Flashing reglets, at edge of panel, plus or minus 1/4 inch. Reglets for glazing gasket, plus or minus 1/8 inch. Groove width for glazing gaskets, plus or minus 1/16 inch. Electrical outlets, hose bibs, etc., plus or minus 1/2 inch. F. Finish: Cracks, voids, protrusions, spells, or nonuniform color or texture will not be acceptable. G. Curing: As specified in Section "Concrete ". Curing may be completed with panels In vertical position when sufficient strength is attained for lifting without damage. PART 3 EXECUTION 3.01 ERECTION AND INSTALLATION A. Erection and Installation: Use erection equipment with care to prevent damage to floor slabs. Repair damage as directed, 03470.2 Installation Tolerances: Offsets in alignment of adjacent members at any point, 1/4 inch maximum. Erection: Erect panels after at least 75 percent of specified 28 -day compressive strength has been verified by test cylinders. Carefully tilt and lift panels from casting slab and erect plumb in accurate location and alignment. Anchor in place as shown. Use wedges where required to correctly position panels. Provide concrete mortar, grout and drypack as required to fill joints between panels and foundation system. After placing, provide temporary braces and shoring supports to securely hold panels in position. Maintain braces and supports in place, undisturbed until closures, columns or other supporting structures have been installed and are capable of receiving panels. F. Weld panels to supports where indicated on drawings. Comply with requirements of AWS D 1.1 for welded steel connections and D1.4 for welded reinforcing bars. G. Patch holes in panel surfaces caused by lifting and bracing devices. Comply with concrete surface repair requirements of Section "Concrete." Repair of other defective or damaged surfaces will be permitted only on acceptance of Architect. Remove and replace panels which are not acceptable for surface repairs. END OF SECTION PART 1 GENERAL 1.01 SUMMARY 1.02 RELATED SECTIONS A. Section 05500: Metal Fabrication 1.03 SUBMITTALS 1.04 QUALITY ASSURANCE SECTION 05120 _._. STRUCTURAL STEEL A. Extent of structural steel work is shown on the drawings, including notes and details to show size and location of members, typical connections, and type of steel required. A. Shop Drawings: Show complete details and schedules (if required) for fabrication, assembly and erection. Furnish anchor bolts required for installation in other work; furnish templates for bolt installation. B. Certificates: Provide certification that welders have satisfactorily passed AWS qualification tests and certification is current. A. Codes and Standards: AISC "Code of Standard Practice for Steel Buildings and Bridges;" AISC "Specifications for the Design, Fabrication, and Erection of Structural Steel for Buildings" including "Commentary;" AWS "Structural Welding Code - Steel;" comply with applicable provisions except as otherwise indicated. PART 2 PRODUCTS 2.01 MATERIALS A. Steel Plates, Shapes, Bars: ASTM A 36 or ASTM A 572, Grade 50. B. Cold- Formed Steel Tubing: ASTM A 500, Grade B. C. Steel Pipe: ASTM A 53, Type E or S, Grade B. D. Fasteners: High - strength bolts and nuts, ASTM A 325 or A 490; unfinished bolts and nuts, ASTM A 307, Grade A. E. Electrodes for Welding: Comply with AWS code. F. Shop Paint: FS TT-P -86, Type II or SSPC -Paint 2. G. Non - Metallic Shrinkage - Resistance Grout: Pre - mixed, non - metallic, non - corrosive, non - staining product containing selected silica sands, portland cement, shrinkage compensating agents, plasticizing and water reducing agents, complying with CE- CRD -C621. 05120-1 2.02 FABRICATION A. Fabrication: Comply with AISC "Specifications" and final shop drawings. Mark and match -mark units for field assembly. Connections: As shown on final shop drawings. Use high- strength bolts for field connections, except as otherwise indicated. 1. Comply with AWS Code for procedures, appearance, and quality of welds. Provisions for Other Work: Fabricate structural steel members to provide holes for securing other work and for passage of other work through steel framing as indicated. . Shop Painting: Paint structural steel work, except members or portions of members embedded in concrete or mortar, and contact areas to be welded or riveted. Clean steel free of loose mill scale, rust, oil, and grease. Apply prime paint to provide a minimum dry film thickness of 2.0 mils. PART 3 EXECUTION 3.01 ERECTION A. Erection: Comply with AISC Code and Specifications, and maintain work In safe and stable condition during erection. Provide temporary bracing and shoring as required; remove when final connections placed. 1. Set base plates on cleaned bearing surfaces, using wedges or other adjustments as required. See drawings for grout requirements. Splice members only where shown on final shop drawings. Touch -up prime paint after erection. Clean field welds, bolted connections and abraded areas, and apply same type paint as used in shop. END OF SECTION SECTION 05500 METAL FABRICATIONS PART 1 GENERAL 1.01 SUMMARY A. Extent of metal fabrication includes ladders, maintenance platforms, pipe bollards, miscellaneous steel trim. 1.02 SYSTEM DESCRIPTION A. Structural Performance of Handrails and Railing Systems: Provide handrails and railing systems capable of withstanding the following structural loads without exceeding the allowable design working stress of materials involved: 1. Handrails Serving as Top Rails: Uniform load of 50 lb per linear foot with each load applied nonconcurrently with respect to direction and each other, vertically downward or horizontally. 1.03 SUBMITTALS A. Submittals: In addition to product data: 1. Shop drawings showing details of fabrication, assembly, and installation including templates for anchor bolt placement. PART 2 PRODUCTS 2,01 MATERIALS A. General: For work exposed to view, use materials selected for their smoothness and freedom from surface blemishes. B. Steel Plates, Shapes, and Bars: ASTM A 36. C. Rolled Steel Floor Plates: ASTM A 786. D Steel Bars for Grating: ASTM A 569 or A 36. E. Wire Rod for Grating Cross Bars: ASTM A 510. F. Cold- Formed Steel Tubing: ASTM A 500, Grade A, unless otherwise indicated or required for design loading. G. Hot - Formed Steel Tubing: ASTM A 501. For exterior installations and where indicated, provide tubing with hot -dip galvanized coating per ASTM A 53. H. Uncoated Cold - Rolled Structural Steel Sheet: ASTM A 611, Grade A, unless otherwise indicated or required by design loading. I. Uncoated Hot - Rolled Structural Steel Sheet: ASTM A 570, Grade 30, unless otherwise indicated or required by design loading. 05500-1 J. Uncoated Cold- Rolled Commercial Quality Steel Sheet: ASTM A 366. K. Uncoated Hot - Rolled Commercial Quality Steel Sheet: ASTM A 569. L. Galvanized Structural Quality Steel Sheet: ASTM A 446; Grade A, unless another grade required for design loading, and G90 coating designation unless otherwise indicated. M. Galvanized Commercial Quality Steel Sheet: ASTM A 526, G90 coating designation unless otherwise indicated. N. Steel Pipe: ASTM A 53; finish, type, and weight class as follows: 1. Galvanized finish for exterior installations and where indicated. 2. Typo F, Standard weight (Schedule 40) unless another weight, type, and grade required by structural loads. O. Brackets, Flanges, and Anchors: Cast or formed metal of the same type material and finish as supported rails. P. Concrete Inserts: Threaded or wedge type; galvanized ferrous castings, either malleable iron, ASTM A 47, or cast steel, ASTM A 27. Provide bolts, washers, and shims as required, hot -dip galvanized per ASTM A 153. 2.02 ACCESSORIES A. Nonshrink Metallic Grout: Premixed, factory- packaged, ferrous aggregate grout complying with CE CRD -C 621. B. Nonshrink Nonmetallic Grout: Premixed, factory- packaged, nonstaining, noncorrosive, nongaseous grout complying with CE CRD -C 621. C. Interior Anchoring Cement: Factory- prepackaged, nonshrink, nonstaining, hydraulic controlled expansion cement formulation for mixing with water at Project site. Use for interior applications only. D. Fasteners: Provide bolts, nuts, lag bolts, machine screws,toggle bolts, masonry anchorage devices, lock washers as required for application indicated and complying with applicable Federal standards. Hot -dip galvanize fasteners for exterior applications to comply with ASTM A 153. E. Shop Primer for Ferrous Metal: Manufacturer's or Fabricator's standard, fast - curing, lead -free, universal modified alkyd primer; resistant to normal atmospheric corrosion, compatible with finish paint systems indicated, capable of providing a sound foundation for field - applied topcoats despite prolonged exposure; complying with performance requirements of FS TT -P -645. F. Bituminous Paint: Cold - applied asphalt mastic complying with SSPC -Paint 12 except containing no asbestos fibers. G. Zinc Chromate Primer: FS TT -P -645. 05500-2 H. Shop Painting: Apply shop primer to surface of metal fabrications except those embedded in concrete or galvanized; comply with SSPC -PA1 and requirements indicated below: 1. Surface Preparation: Comply with SSPC -SP6 "Commercial Blast Cleaning" for exterior work, and with SSPC -SP3 "Power Tool Cleaning" for interior work. 2. Stripe paint edges, corners, crevices, bolts, welds, and sharp edges. I. Galvanizing: ASTM A 123 for fabricated and unfabricated steel products made of uncoated rolled, pressed and forged steel shapes, plates, bars and strip 0.0229 inch and thicker. J. Galvanizing Repair Paint: High zinc dust content paint with dry film containing not less than 94 percent zinc dust by weight, complying with DOD -P -21035 or SSPC- Paint-20. K. Rough Hardware: Furnish custom - fabricated bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes for framing and supporting and anchoring woodwork. Galvanize, unless otherwise indicated. 2.03 FABRICATION A. Fabrication, General: Use materials of size and thickness shown, or, if not shown, of required size, grade and thickness to produce strength and durability in finished product. Shop -paint all items not specified to be galvanized after fabrication. 1. Weld corners and seams continuously to comply with AWS recommendations. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux immediately. Finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing and contour of welded surface matches those adjacent. 2. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible. Locate Joints where least conspicuous. B. Miscellaneous Steel Trim: Fabricate to shapes and sizes as required for profiles shown; continuous welded joints and smooth exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings, and anchorages; coordinate assembly and installation with other work. 1. Steel Door Frames: Fabricate from structural shapes and bars of size and to dimensions indicated, fully welded together. Secure removable stops to frame with countersunk machine screws. Reinforce frames and drill and tap as required to accept finish hardware. Galvanize frames and anchors where indicated. D. Steel Pipe Railings: Fabricate to dimensions shown, with smooth bends and welded joints using steel pipe of diameter and finish indicated. Secure posts and rail ends to building construction as indicated. 05500-3 r r PART 3 EXECUTION 3.01 INSTALLATION A. Perform cutting, drilling, and fitting required for installation; set work accurately in location, alignment, and elevation measured from established lines and levels. Provide anchorage devices and fasteners where necessary for installation to other work. . Galvanize exterior steel railings, including pipe, fittings, brackets, fasteners, and other ferrous metal components. E. Ladders: Fabricate ladders for locations shown with dimensions and anchorages indicated. Comply with requirements, of ANSI A 14.3, unless otherwise indicated. provide necessary brackets, fittings and anchorage for installation. Pipe Bollards: Fabricate pipe bollards from Schedule 80 steel pipe. 1. Fabricate sleeves for bollard anchorage from steel pipe with 1/4 inch thick steel plate welded to bottom of sleeve. 1. Set loose items on cleaned bearing surfaces, using wedges or other adjustments as required. Solidly pack open spaces with bedding mortar, consisting of 1 -part portland cement to 3 -parts sand and only enough water for packing and hydration, or use commercial non- shrink grout material. Touch -up shop paint after installation. Clean field welds, bolted connections, and abraded areas, and apply same type paint as used in shop. Use galvanizing repair paint on damaged galvanized surfaces. END OF SECTION r r A. Provide a 30 Inch by 30 inch floor hatch for access into the mechanical piping tunnel. 1:. B. Solid cover top. C. 500 psf loading required, l ^. D. Locking Devices: Flush, screwdriver - operated, cam type locks as required for panel size. PART 3 EXECUTION ' 1.: 3.01 INSTALLATION f , V A. Coordinate installation with work of other trades and locate accurately. Comply with manufacturer's instruction for secure attachment, proper relation to adjacent finished surfaces and proper operation. r L SECTION 05530 FLOOR HATCHES PART 1 GENERAL 1.01 SUBMITTALS A. 'Submittals: Manufacturer's standard details and specifications. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: One of the following: Barry Pattern and Foundry Co., Inc. Architectural Art Manufacturing, Inc. 2.02 COMPONENTS B. Set flush with finish floor. END OF SECTION SECTION 06100 ROUGH CARPENTRY PART 1 GENERAL 1.01 SUMMARY A. Work in this section includes rough carpentry for nailers, blocking and roof sheathing. PART 2 PRODUCTS 2.01 MATERIALS A. Lumber, General: Manufacture lumber, S4S and grade stamped, to comply with PS 20 and applicable grading rules of inspection agencies certified by ALSC's Board of Review. B. Structural Light Framing: No. 2 Grade, Hem Fir graded under WWPA Rules, S4S. C. Lumber for Miscellaneous Uses: Unless otherwise indicated, provide Standard grade lumber for support of other work, including cant strips, bucks, nailers, blocking, furring, grounds, stripping, and similar members. D. Construction Panels: For types of concealed applications indicated below, provide wood panel products complying with PS 1 where applicable, and with "APA Performance Standard and Policies for Structural Use Panels" (Form E445) for requirements indicated. All plywood shall have exterior glue, exposure 1. Roof Sheathing: APA sheathing, Exposure 1 durability classification, span rating 48/24. E. Fasteners and Anchorages: Of size, type, material, and finish suited to application shown and complying with applicable standards including FS -N -105 and FF -W -92 and ANSI B18.6.1. Provide metal hangers and framing anchors of size and type recommended for intended use by manufacturer. Hot -dip galvanize fasteners and anchorages for work exposed to weather, in ground contact and high relative humidity to comply with ASTM A 153, F. Preservative pressure treat lumber and plywood with water -borne preservatives to comply with AWPA C2 and C9, respectively, and with requirements indicated below: 1. Wood for Above - Ground Use: AWPB LP -2. 2. Treat cants, nailers, blocking, stripping, and similar items in conjunction with roofing, flashing, vapor barriers, and water proofing. 3. Treat sills, sleepers, blocking, furring, stripping, and similar items in direct contact with concrete. 06100-1 L L L L PART 3 EXECUTION • 3.01 INSTALLATION • Install rough carpentry work to comply with "Manual of House Framing' by National Forest Products Assoc. (N.F.P.A.) and with recommendations of American Plywood Association (APA), unless otherwise indicated. For sheathing, underlayment and other products not covered in above standards, comply with recommendations of manufacturer of product involved for use intended. Set carpentry work to required levels and lines, with members plumb and true and cut to fit. B. Securely attach carpentry work to substrates and supporting members using fasteners of size that will not penetrate members where opposite side will be exposed • to view or receive finish materials. Install fasteners without splitting wood; fasten panel products to allow for expansion at joints unless otherwise indicated. C. Provide wood framing members of size and spacing indicated; do not splice structural members between supports. Firestop concealed spaces with wood blocking not less than 2 inches thick, if not blocked by other framing members. D. Fasten structural wood panel products as shown or In accordance with Uniform Building Code Table No. 25-0-Nailing Schedule. SECTION 06100 ROUGH CARPENTRY PART 1 GENERAL 1.01 SUMMARY A. Work in this section includes rough carpentry for milers, blocking and roof sheathing. PART 2 PRODUCTS 2.01 MATERIALS A. Lumber, General: Manufacture lumber, S4S and grade stamped, to comply with PS 20 and applicable grading rules of inspection agencies certified by ALSC's Board of Review. B, Structural Light Framing: No. 2 Grade, Hem Fir graded under WWPA Rules, S4S. C. Lumber for Miscellaneous Uses: Unless otherwise indicated, provide Standard grade lumber for support of other work, including cant strips, bucks, nailers, blocking, furring, grounds, stripping, and similar members. D. Construction Panels: For types of concealed applications indicated below, provide wood panel products complying with PS 1 where applicable, and with "APA Performance Standard and Policies for Structural Use Panels" (Form E445) for requirements indicated. All plywood shall have exterior glue, exposure 1. Roof Sheathing: APA sheathing, Exposure 1 durability classification, span rating 48/24. E. Fasteners and Anchorages: Of size, type, material, and finish suited to application shown and complying with applicable standards including FS -N -105 and FF -W -92 and ANSI 818.6.1. Provide metal hangers and framing anchors of size and type recommended for intended use by manufacturer. Hot -dip galvanize fasteners and anchorages for work exposed to weather, in ground contact and high relative humidity to comply with ASTM A 153. F. Preservative pressure treat lumber and plywood with water -borne preservatives to comply with AWPA C2 and C9, respectively, and with requirements indicated below: 1. Wood for Above - Ground Use: AWPB LP -2. 2. Treat cants, nailers, blocking, stripping, and similar items in conjunction with roofing, flashing, vapor barriers, and water proofing. 3. Treat sills, sleepers, blocking, furring, stripping, and similar items in direct contact with concrete. 06100 -1 L. PART 3 EXECUTION 3.01 INSTALLATION . . . . . , ... , . . . .. , . . . . . . , . . . . . , . . , . . . , , . . , . . . . . , , . . . , . , . . . , . . • A. Install rough carpentry work to comply with "Manual of House Framing" by National Forest Products Assoc. (N.F.P.A.) and with recommendations of American Plywood Association (APA), unless otherwise indicated. For sheathing, underlayment and other products not covered in above standards, comply with recommendations of manufacturer of product involved for use intended. Set carpentry work to required levels and lines, with members plumb and true and cut to fit. Securely attach carpentry work to substrates and supporting members using fasteners of size that will not penetrate members where opposite side will be exposed to view or receive finish materials. Install fasteners without splitting wood; fasten panel products to allow for expansion at joints unless otherwise indicated. • C. Provide wood framing members of size and spacing indicated; do not splice structural members between supports. Firestop concealed spaces with wood blocking not less than 2 inches thick, if not blocked by other framing members. D. Fasten structural wood panel products as shown or in accordance with Uniform Building Code Table No, 25-0-Nailing Schedule. END OF SECTION PART 1 GENERAL 1.01 SUMMARY SECTION 06170 STRUCTURAL GLUED LAMINATED UNITS A. Glued laminated (glulam) timber is defined to include wood members fabricated from 1 inch or 2 inch nominal thickness lumber, glued face - to-face to depth of four or more laminations. 1. Provide connectors, anchors, and accessories necessary to interconnect and secure glulam members to building structure, and their installation. B. Types of structural glued laminated units specified in this section include straight beams, including girders and purlins. 1.02 SUBMITTALS A. Shop drawings showing full dimensions of each member and layout of entire structural system. Show large scale details of connections, connectors, and other accessories. Indicate species and laminating combination, adhesive type, and other variables in required work. 1.03 QUALITY ASSURANCE A. Standards: Comply with ANSI /AITC A 190.1 "Structural Glued Laminated Timber." B. Manufacturer Qualification: Provide factory-glued structural units, produced by an AITC - licensed firm, qualified to apply the AITC "Quality Inspected" mark. C. Factory mark each piece of glued laminated structural units with AITC Quality Inspected mark. 1. Place AITC mark on timber surfaces which will not be exposed in completed work. 1.04 DELIVERY, STORAGE, AND HANDLING A. Keep glued laminated structural units dry during delivery, storage, handling, and erection by maintaining factory- applied protective covering in weathertight and light- proof condition, or by applying other weathertight protection. Maintain protective covering until final finishing of exterior work Is ready to proceed. B. Time delivery and installation of glulams to avoid extended on -site storage, and to avoid delaying other trades whose work must follow erection of glulams. C. If laminated units are to be stored before erection, place individual units or bundle wrapped units on blocks well off ground with individual members separated for air circulation. Leave wrappings intact, but slit or puncture lower side to permit drainage of water which may accumulate. 06170 -1 PART 2 PRODUCTS 2.01 STRUCTURAL GLUED LAMINATED UNITS A. Lumber: Comply with ANSI /AITC A 190.1 and applicable lumber association standards cited therein for grades required to achieve glulam requirements for design values, appearance, fabrication limitations, and species (if any). B. Preservative Treatment: Where preservative treatment is indicated, pressure treat lumber prior to gluing, in accordance with AWPA C28 with pentachlorophenol in AWPA Type B or C solvent or water -borne preservatives. C. Stress Values for Beams: Provide glued laminated members sized as shown on drawings with laminating combinations that meet or exceed following stress values for normal loading duration and dry condition of use: 1. Bending (Fb), 2400 psi. 2. Horizontal shear (Fv), 94 psi. 3. Compression perpendicular to grain (Fc - tension face), 218 psi. 4. Compression perpendicular to grain (Fc - compression face), 385 psi. 5. Modulus of elasticity (E), 1,600,000 psi. D. Lumber Species: Southern Pine, Hem -Fir, Douglas Fir - Larch. E. Adhesive: ANSI /AITC A 190.1, "wet - use" type. F. End Sealer: Manufacturer's standard transparent, colorless wood sealer, effective in retarding transmission of moisture at cross -grain cuts. G. Penetrating Sealer: manufacturer's standard translucent, penetrating wood sealer. H. Connectors, Anchors, Accessories: Provide fabricated steel (ASTM A 36) shapes, plates, and bars, welded into assemblies of types and sizes indicated or, if not indicated, manufacturer's standard units for timber sizes indicated. Provide steel bolts (ASTM A 307), lag bolts, nails, and other standard fasteners as required for installation, 1. Finish: Finish fabricated assemblies with hot -dip zinc coating (ASTM A 153), including bolts and other fasteners. 2.02 FABRICATION A, General: Comply with ANSI /AITC A 190.1 in providing units indicated; where dimensions are not completely documented, provide manufacturer's standard sizes and shapes required to fulfill indicated performances. 1. Shop fabricate for connections and connecting hardware to greatest extent feasible, including drilling of bolt holes. B. Appearance Grade: Provide architectural grade units, complying with AITC 110. 06170-2 C. Camber: Required camber for fabrication of each member is shown on drawings, and may be either circular or parabolic, at manufacturer's option. D. Preservative Treatment: After laminating, dressing, sanding, and end - cutting each member to final size and shape, pressure treat glulam units complying with AWPA C28. E. End -Cut Sealing: Immediately after end- cutting each member to final length, and after wood treatment (if any), apply a saturation coat of end sealer to ends and other cross -cut surfaces, keeping surfaces "flood - coated" for not less than 10 minutes. F. Seal Coat: After fabrication and sanding of each unit, and end -coat sealing, apply a heavy saturation coat of penetrating sealer on surfaces of each unit, except for treated wood where treatment has included a water repellent. 2,03 FACTORY APPLIED PROTECTION A. Before shipping or exposing to outdoor conditions, individually wrap each member with manufacturer's standard, opaque, durable, water - resistant, plastic- coated paper covering, with water - resistant seams. PART 3 EXECUTION 3.01 INSTALLATION A. General: Install miscellaneous steel connectors, anchors, and accessories. 1. Plan and execute erection procedures so that close fit and neat appearance of joints and structure as a whole will not be impaired. When hoisting members Into place, use padded or non - marring slings, and protect corners with wood blocking. 2. Adequately brace members as they are placed to maintain safe position until full stability is provided. B. Cutting: Avoid cutting glulam members during erection, to greatest extent possible. Except for fastener drilling and other minor cutting, coat cuts with end sealer as specified for "Fabrication." 1; Where treated members must be cut during erection, apply heavy brush coat of the same preservative treatment, complying with AWPA Standard M4. 2. Handle and temporarily support members to prevent visible surface damage. 3. Do not remove wrapping on individually wrapped members until it will serve no useful purpose, including protection from weather, soiling, and damage from work of other trades. 4. Repair damaged surfaces and finishes after completion of erection and removal of wrappings, or replace damaged members as directed where damage is beyond acceptable repair. END OF SECTION 06170 -3 PART 1 GENERAL 1.01 SUBMITTALS A. Product Data: Submit manufacturer's technical product data, installation instructions, and recommendations for each damp - proofing material required. Include data substantiating that materials comply with requirements. 1.02 PROJECT CONDITIONS A. Substrate: Proceed with dampproofing work section only after substrate construction and penetrating work have been completed. Weather: Proceed with dampproofing work only when existing and forecasted weather conditions will permit work to be performed in accordance with manufacturer's recommendations. PART 2 PRODUCTS 2.01 MATERIALS A. Cold- Applied Asphalt Emulsion Dampproofing: 1. Asphalt Emulsion: Manufacturer's standard asphalt and water emulsion, recommended for below -grade exterior and for above -grade interior applications to either damp (green) or dry substrates, compounded to penetrate substrate and build to moisture- resistant but breathing type of firm, elastic coating. 2. Provide semi - fibrated type semi - mastic asbestos -free emulsion; ASTM D1227, Type II, except containing non - asbestos fibrous reinforcement and filler materials. 3. Manufacturers: SECTION 07160 BITUMINOUS DAMPPROOFING Celotex Corporation Certainteed Corporation Flintkote Div. /Genstar Corporation J & P Petroleum Products, Inc. Karnak Chemical Corporation Koppers Company, Inc. Lunday Thagard Company, Inc. Manville Building Products Corp. Sonneborne Bldg. Products /Rexnord Chemical Products Inc. Tamko Asphalt Products, Inc. Tremco Company 07160 -1 PART 3 EXECUTION 3,01 INSTALLATION A. Installation: Except as otherwise indicated, and whether or not shown on drawings, apply dampproofing to all exterior below -grade surfaces of exterior underground walls in contact with earthwork or other backfill, in any situation where space of any kind is enclosed on opposite side. 1. Extend vertical dampproofing down walls from finished grade line to top of footing, extend over top of footing and turn down minimum of 6 inches over outside face of footing. Extend 12 inches onto intersecting walls and footings but do not extend onto surfaces which will be exposed to view when project is completed. 2. Comply with manufacturer's instructions, except where more stringent requirements are shown or specified, and except where project conditions require extra precautions or provisions to ensure satisfactory performance of work. Fill voids, seal joints, and apply bond breakers (if any) as recommended by prime materials manufacturer, with particular attention at construction joints. Mask or otherwise protect adjoining work to prevent spillage or migration of dampproofing materials onto other surfaces of work. Do not allow dampproofing materials to enter drains or conductors. Install separate fleshings and corner protection stripping as recommended by prime materials manufacturer, where indicated to precede application of dampproofing. Comply with details shown and manufacturer's recommendations. Give particular attention to requirements at building expansion joints, if any. B. Apply dampproofing compound to comply with indicated below for minimum rate of application and minimum uniform dry film thickness: 1. Brush/spray applied semi- fibrated emulsion: 5 gallons/100 square feet; minimum 30 mils thick. END OF SECTION r r L PART 1 GENERAL 1.01 GENERAL Provide vapor barriers shown on drawings. Elastic Sheet Vapor Barriers: 1. Vinyl Film Vapor Barrier: 10 -mil plasticized PVC film, rated 0.5 perms or less. INSTALLATION A. SECTION 07190 VAPOR BARRIERS Anchorage: Install vapor barriers with adhesive or fasteners as appropriate for supporting substrate, and of type recommended by vapor barrier manufacturer. Provide lapped seams and lap vapor barriers onto other work at edges of coverages and at penetrations of barriers by other work. Seal lapped seams and laps onto other work with adhesive or self- adhesive tape and type recommended by vapor barrier manufacturer. Before covering over vapor barriers with other (concealing) work, patch punctures and tears with adhesively applied barrier material or tape with perm rating equal to barrier rating. r . PART 1 GENERAL 1.01 SUMMARY SECTION 07200 INSULATION A. Thermal resistivity or R -value represents rate of heat flow through homogenous material exactly 1 inch thick and are expressed by temperature difference in degrees F between two exposed faces required to cause 1 BTU to flow through 1 square foot per hour at mean temperatures indicated. B. Fire Performance Characteristics: Provide insulation with fire performance characteristics indicated per ASTM E 119, ASTM E 84 and E 136, as applicable, and which correspond to products listed in UL "Fire Resistance Directory" or "Building Materials Directory." 1.02 Section includes Batt insulation and rigid insulation under slab. 1.03 Related work specified elsewhere: A. Section 09510, Acoustical Ceilings PART 2 PRODUCTS . 2.01 MATERIALS A. General: Provide preformed units in sizes to fit applications indicated, selected from manufacturer's standard thicknesses, widths, and lengths. B. Extruded Polystyrene Board Insulation: ASTM C 578, Type as indicated below; with 5 -year aged R- values of 5.4 and 5 at 40 and 75 degrees F (4.4 and 23.9 degrees C) respectively and as follows: 1. Type IV, 1.6 I¢. /cubic feet minute density. 2. Floor and Foundation Insulation: Styrofoam 40 Brand High Load C. Utility Blanket Insulation" ASTM C 665, used above suspended ceiling. 1. Certainteed, UB 31 or approved equal. PART 3 EXECUTION 3.01 INSTALLATION A. General: Comply with insulation manufacturer's instructions for installation of insulation. B. Support insulation units as applicable to location and conditions indicated. C. Coordinate installation with acoustical ceiling installation. D. Provide pipe insulation on both sides of thermal walls. (5 foot minimum distance). END OF SECTION 07200-1 PART 1 GENERAL 1.01 SUMMARY SECTION 07530 MEMBRANE ROOFING A. Extent of flexible sheet roofing is indicated on drawings and is hereby defined to include non - traffic- bearing sheet membrane system intended for weather exposure as primary roofing. B. Types of roofing systems specified in this section utilizing flexible sheet roofing membranes include the following: 1. Partially attached. 2. Ethylene propylene diene monomer (EPDM) C. Roof insulation related to flexible sheet roofing is specified in Section 07200. D. Manufacturer: Obtain primary flexible sheet roofing from a single manufacturer. Provide secondary materials as recommended by manufacturer of primary materials. 1.02 QUAUTY ASSURANCE A. Installer: A firm with not less than 3 years of successful experience in installation of roofing systems similar to those required for this project and which is acceptable to or licensed by manufacturer of primary roofing materials. 1,03 SUBMITTALS A. Product Data: Submit specifications, installation instructions and general recommendations from manufacturers of flexible sheet roofing system materials, for . types of roofing required. Include data substantiating that materials comply with requirements. B. Samples: Submit 12" square samples of finished roofing sheets, including "T- shaped" side /end -lap seam. C. Pre - Roofing Conference: Prior to installation of roofing and associated work, meet at project site, or other mutually agreed location, with Installer, roofing manufacturer, installers of related work, and other entities concerned with roofing performance, including (where applicable) Owner's insurer, test agencies, governing authorities, Architect, and Owner. Record discussions and agreements and furnish copy to each participant. Provide at least 72 hours advance notice to participants prior to convening pre - roofing conference. PART 2 PRODUCT 2,01 UL LISTING A. Provide labeled materials which have been tested and listed by UL in "Building Materials Directory" for application indicated, with "Class AN rated materials/systems for roof slopes shown. 07530 -1 I 1 1 t l i r I. i B. Surface Burning Characteristics: ASTM E 84. C. Fire Resistance Ratings: ASTM E 119. D. Combustibility Characteristics: ASTM E 136. 2.02 PROJECT WARRANTY A. Provide written warranty, signed by Manufacturer of primary roofing materials and his authorized Installer, agreeing to replace, repair defective materials and workmanship as required to maintain roofing system in watertight condition. B. Warranty period is 10 years after date of substantial completion. 2.03 EPDM MEMBRANE A. Ethylene propylene diene monomers formed into uniform, flexible sheets, complying with ANSI/RAM IPR -1. B. Thickness: 45 mils, nominal. C. Fire Retardant D. Exposed Face Color: Manufacturer's standard. 2.04 MANUFACTURERS A. Subject to compliance with requirements, provide products of the following: Carlisle Syntec Systems (For roofing material continuity and consistency) B. System: Sure -Seal M.A.R.S. Design NP (non - penetrating) C. Provide Factory Mutual (FM) Class 1 -90 Rating. 2.05 AUXILIARY MATERIALS FOR FSR A. Georgia Pacific Dens -Deck, 1/2 inch thichness, between EPDM and woodsheathing. B. Sheet Seaming System: Manufacturer's standard materials for sealing lapped joints, including edge sealer to cover exposed spliced edges as recommended by manufacturer of FSR system. C. Cant Strips, Tapered Edge Strips and Flashing Accessories: Types recommended by manufacturer of FSR material, provided at locations indicated and at locations recommended by manufacturer, including adhesive tapes, flashing cements, and sealants. 1 D. Flashing Material: Manufacturer's standard system compatible with flexible sheet membrane. E. Mechanical Fasteners: Metal plates, caps, battens, accessory components, fastening devices, and adhesives to suit substrate and as recommended by FSR membrane manufacturer. 07530 -2 r I ,� t t F . Membrane Fastening:. As recommended by FSR membrane manufacturer for particular substrate and project conditions, formulated to withstand minimum 90 psf uplift force. PART 3 EXECUTION 3.01 GENERAL A. Comply with manufacturer's instructions for preparation of substrate to receive FSR system. B. Clean substrate of dust, debris, and other substances detrimental to FSR system work. Remove sharp projections. Install cant strips, fleshings, and accessory items as shown, and as recommended by manufacturer even though not shown. 3.02 INSTALLATION A. Secure roofing to substrate with mechanical anchors of type and spacing indicated; but in no case provide less than one anchor per 4 square feet of surface area, or less anchorage than required by FM "Loss Prevention Data Sheet 1 -28." B. Install membrane by unrolling over prepared substrate, fastening at perimeter and at roofing penetrations. Lap adjoining sheets and bond, covering top edges of each sheet at seams with uniform fillet of sealant as recommended as shown and as recommended by manufacturer. . Follow manufacturer's instructions for non- penetrating mechanically fastened systems. END OF SECTION PART 1 GENERAL 1.01 SUMMARY A. Conform to profiles and sizes shown on drawings, and comply with "Architectural Sheet Metal Manual" by SMACNA, for each general category of work required. 1. Metal flashing and counter flashing. 2. Gravel stops, fascia units, and trim. 3. Gutters and downspouts. PART 2 PRODUCTS 2.01 MATERIALS A. Zinc- Coated Steel Sheet: ASTM A 526, 0.20 percent copper, 26 gage (0.0179 inch); ASTM A 525, designation G90 hot -dip galvanized, mill phosphatized. PART 3 EXECUTION SECTION 07600 FLASHING AND SHEET METAL 1. Fabricate sheet metal with flat -lock seams; solder with type solder and flux recommended by manufacturer, except seal aluminum seams with epoxy metal seam cement and, where required for strength, rivet seams and Joints. 2. Coat back -side of fabricated sheet metal with 15 -mil sulfur -free bituminous coating, SSPC-Palnt 12, where required to separate metals from corrosive substrates including cementitious materials, wood or other absorbent materials; or provide other permanent separation. 3. Provide for thermal expansion of running sheet metal work, by overlaps of expansion joints in fabricated work. Where required for water -tight construction, provide hooked flanges filled with polyisobutylene mastic for 1 inch embedment of flanges. Space joints at intervals of not more than 50 feet for steel, 24 feet for copper or stainless steel, or 30 feet for zinc alloy or aluminum. Conceal expansion provisions where possible. 3.01 INSTALLATION A. Anchor work in place with noncorrosive fasteners, adhesives, setting compounds, tapes, and other materials and devices as recommended by manufacturer of each material or system. Provide for thermal expansion and building movements. Comply with recommendations of "Architectural Sheet Metal Manual" by SMACNA. B. Seal moving joints in metal work with elastomeric joint sealants, complying with requirements specified in Division 7 Section "Joint Sealants." C. Clean metal surfaces of soldering flux and other substances which could cause corrosion. D. Composition Stripping: Cover flanges (edges) of work set on bituminous substrate with two courses of glass fiber fabric (ASTM D 1668) set in and covered with asphaltic roofing cement. E. Performance: Water-tight/weatherproof performance of flashing and sheet metal work is required. . . .. . . , . ' . . . . . . . . END OF SECTION SECTION 07900 JOINT SEALERS PART 1 GENERAL 1.01 SUBMITTAL A. Samples of each type and color of joint sealer required. PART 2 PRODUCTS 2.01 MATERIALS A. Compatibility: Provide joint sealers, joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions, as demonstrated by testing and field experience. B. Colors: Provide color of exposed joint sealers indicated, or if not otherwise indicated, as selected by Architect from manufacturer's standard colors. C. Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing, elastomeric sealant of base polymer indicated, complying with ASTM C 920 requirements. D. Two-Part Nonsag Polysulfide Sealant: Type M; Grade NS; Class 12 -1/2. "Chem- Calk.200" Bostik Construction Products Div. "GC -5 Synthacalk" Pecora Corp. "Sonoiastic Two-part" Sonneborn Building Products Div. E. Multi -Part Pourable Urethane Sealant: Type M; Grade P; Class 25. "Chem -Calk 550" Bostik Construction Product Div. Sikaflex 2C /SL" Sika Corp. "THC -900" Tremco Inb. "Sonoiastic Paving Joint Sealant" Sonneborn Building Products. F. Acrylic - Emulsion Sealant: Manufacturer's standard, one part, nonsag, acrylic, mildew - resistant, paintable, acrylic - emulsion sealant complying with ASTM C 834. "Chem -Calk 600" Bostik Construction Products Div. "Sonolao" Sonneborn Building Products Div. " Tremco Acrylic Latex" Tremco Inc. G. Preformed Foam Sealant: Manufacturer's standard preformed, precompressed, impregnated open -cell high - density urethane foam sealant impregnated with a nondrying, water repellant agent; in precompressed sizes and in roll or stick form to fit joint widths indicated; permanently elastic, mildew- resistant, nonmigratory, nonstaining, compatible with joint substrates and other joint sealers. H. Preformed Hollow Neoprene Gasket: Manufacturer's standard preformed polychloroprene elastomeric joint seal of the open -cell compression type complying with ASTM D 2628 and with requirements indicated for size, profile, and cross - sectional design. 07900 -1 I. Hot - Poured Elastomeric Sealant for Concrete and Asphalt Pavements: Manufacturer's standard sealant for concrete and asphalt pavement joints complying with ASTM D 3405. J. Bituminous Fiber Joint Filler: Preformed strips of composition below, complying with ASTM D 1751. Asphalt saturated fiberboard. K. Sealant Backings, General: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. 1. Plastic Foam Joint - Fillers: Preformed, compressible, resilient, nonwaxing, nonextruding strips of plastic foam of material indicated below, and of size, shape and density to control sealant depth and otherwise contribute to producing optimum sealant performance. Either flexible, open -cell polyurethane foam or non - gassing, closed -cell polyethylene foam, unless otherwise indicated, subject to approval of sealant manufacturer. 2. Elastomeric Tubing Joint - Fillers: Neoprene, butyl, EPDM, or silicone tubing complying with ASTM D 1056, non - absorbent to water and gas, capable of remaining resilient at temperatures down to -26 deg F ( -15 deg C). Provide products with low compression set and of size and shape to provide a secondary seal, to control sealant depth and otherwise contribute to optimum sealant performance. 3. Bond - Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer for preventing bond between sealant and joint filler or other materials at back of joint. L. Primer: As recommended by joint sealer manufacturer where required for adhesion of sealant to joint substrates indicated. PART 3 EXECUTION 3.01 INSTALLATION A. Comply with joint sealer manufacturer's instructions applicable to products and applications indicated. B. Install sealant backer rod for liquid sealants, except recommended to be omitted by sealant manufacturer for the application shown. C. Install bond breaker tape where shown and where required by manufacturer's recommendations to ensure that elastomeric sealants will perform properly. D. Employ only proven installation techniques, which will ensure that sealants will be deposited in uniform, continuous ribbons without gaps or air pockets, with complete "wetting" of joint bond surfaces equally on opposite sides. E. Do not allow sealants or compounds to overflow or spill onto adjoining surfaces, or to migrate into voids of adjoining surfaces. 07900-2 r 3.02 CLEANING Remove excess and spillage of compounds promptly as the work progresses. Clean adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage, without damage to adjoining surfaces or finishes. Clean off excess compound by methods and cleaning materials approved by sealant manufacturer. 3.03 JOINT SEALER SCHEDULE Multi -part Pourable Urethane Sealant: Exterior and interior joints in horizontal surfaces of concrete; between metal and concrete, mortar, stone, and masonry. B. One Part Nonacid Curing Silicone Sealant: Exterior and interior Joints in vertical surfaces of concrete and masonry; between concrete masonry and stone; between metal and concrete, mortar, or stone; interior and exterior perimeter joints of metal frames in exterior walls; and exterior overhead joints. . Acrylic Emulsion Sealant: Interior joints in field- painted vertical and overhead surfaces at perimeter of hollow metal door frames and all other interior joints not indicated otherwise. A. D. Two part Nonsag Polysulfide Sealant: Coping joint and coping to facade joints. END OF SECTION f PART 1 GENERAL 1.01 QUALITY ASSURANCE PART 2 PRODUCTS 2.01 MANUFACTURERS A. Manufacturer: One of the following: 2.02 MATERIALS 2.03 FABRICATION SECTION 08110 STEEL DOORS AND FRAMES A. Standards: In addition to other specified requirements, comply with Steel Door Institute "Recommended Specification for Standard Steel Doors and Frames" (SDI - 100), for the following classifications: 1. Exterior Doors: SDI -100, Grade III, extra heavy -duty, Model 2, minimum 16- gage faces. Amweld/Div. American Welding & Mfg. Co. Ceco Corp. Curries Mfg. Div. Fenestra Corp. Mesker Industries, Inc, Pioneer Bldrs. Products Corp./Div. CORE Industries, Inc. Steelcraft Mfg. Co. Republic Builders Products Corp. /Subs. Republic Steel. B. Thermal -Rated (insulating) Assemblies: Provide doors which have been fabricated with a thermal rated assembly with U factor of 0.24 or better. A. Materials: Steel doors and frames; hot- rolled, pickled, and oiled per ASTM A 569 and A 568; cold - rolled per ASTM A 366 and A 568. 1. Galvanized sheets, ASTM A 526 with ASTM A 525, G 60 zinc coating, mill phosphatized for exterior units. B. Anchors and Accessories: Manufacturer's standard units. Use galvanized items for units built into exterior walls, complying with ASTM A 153. A. Fabrication: Fabricate units to be rigid, neat in appearance, and free from defects, warp, or buckle. Weld exposed joints continuously, grind, dress, and make smooth, flush, and invisible. 08110-1 PART 3 EXECUTION A. Prepare steel doors and frames to receive mortised and concealed finish hardware including cutouts, reinforcing, drilling, and tapping complying with ANSI A 115 "Specifications for Door and Frame Preparation for Hardware." 1. Reinforce units to receive surface - applied finish hardware to be field applied. 2. Locate finish hardware as indicated or, if not indicated, per DHI "Recommended Locations for Builder's Hardware." Shop paint exposed surfaces of doors and frame units, including galvanized surfaces, using manufacturer's standard baked -on rust - Inhibitive primer. Doors: Comply with SDI -100, of the types and styles indicated, for materials quality, metal gages, and construction details. Frames: Comply with SDI -100, of the types and styles indicated for materials quality, 16 gage, and construction details. 1. Fabricate frames with mitered and welded comers, form exterior frames of hot - dip galvanized steel. 2. Prepare frames to receive two silencers on strike jambs of single -swing frames and on heads of double -swing frames. 3.01 INSTALLATION • Install hollow -metal units in accordance with manufacturer's instructions and final shop drawings (if any). Fit doors to frames and floors with clearances specified in SDI -100. 08110-2 END OF SECTION 2.02 DOORS Jamison Doors Zero-Loc A. Cooler Door: SECTION 08300 COLD STORAGE DOORS AND FRAMES PART 1 GENERAL 1.01 SUBMITTALS A. Submittals: Manufacturer's standard details and specifications. PART 2 PRODUCTS 2.01 MANUFACTURERS . Manufacturers: One of the following: 1. Supply where indicated on plans. Door panel to be constructed of #20 gage galvanized steel pans front and back with reinforcement for hardware attachment. Frame metal clad on all exposed surfaces with #26 gage galvanized steel. 2. Door to be filled with 4" of polyurethane insulation with an R value of 30 at 75 degrees Fahrenheit. 3. Gasket at sides and head of door lip to be grease resistant synthetic skin with resilient sponge core, sill gasket to be sweep type. 4. Hardware to have protective coating against corrosion and to consist of adjustable spring hinges and safety release type fastener. 5. Provide door closer and no outside door hardware. B. Freezer Door: 1. Supply where indicated on plans. Door panel to be constructed of #20 gage galvanized steel pans front and back with reinforcement for hardware attachment. Frame metal clad on all exposed surfaces with #26 gage galvanized steel. 2. Door to be filled with 6" of polyurethane insulation with an R value of 45 at 75 degrees Fahrenheit, 3. Gasket at sides and head of door lip to be grease resistant synthetic skin with resilient sponge core, sill gasket to be sweep type. 4. Hardware to have protective coating against corrosion and to consist of adjustable spring hinges and safety release type fastener. 08300 -1 5. All metal cladding on warm side of door (front - unless otherwise specified) and frame shall be applied with all seams soldered and penetrating bolts sealed. 6. Provide heater cables with adjustable thermostatic control in the sides, head, and sill of the frame at gasket contact areas. Concrete device to be UL LISTED and to be assembled, ready for connection to 120 volt, 60 cycle, single phase AC Om. 7. Provide door closer and no outside door hardware. PART 3 EXECUTION 3,01 INSTALLATION A. Coordinate installation with work of other trades and locate accurately. Comply with manufacturer's instructions for secure attachment, proper relation to adjacent finished surfaces and proper operation. END OF SEC11ON PART 1 GENERAL SECTION 08710 HARDWARE 1.01 SUMMARY A. Provide complete finish hardware and suitable fastenings for project. Quantities listed in any instance are for supplier convenience only and are not guaranteed. 1. Best cores provided by Owner. B. All hardware furnished shall comply with requirements of all applicable codes. All items furnished by factory authorized distributor maintaining parts, stocks, and services for standard specified items. 1.02 SUBMITTALS A. Schedules: 1. Provide catalog cuts for all items different from those specified. B. Templates: Supply templates to each fabricator of factory- prepared doors, frames, and other work. Upon request, check associated shop drawings to confirm that adequate provisions are made for proper installations. 1.03 QUALITY ASSURANCE A. Supply finish hardware by factory authorized hardware distributor who has been furnishing hardware in same area as project for period of not less than five years. 1.04 DELIVERY, STORAGE, AND HANDLING A. Packaging: Deliver all items in manufacturer's original packages. Mark each hardware item with description and installation location in accordance with approved schedule. Deliver packaged hardware items at proper times to proper locations (shop or project site) for installation. PART 2 PRODUCTS 2.01 MATERIALS A. Hardware Finish: Specific hardware components indicated in hardware groups do not restrict substitutions by other manufacturers listed herein. Finishes for hardware items specified are as follows: B. Butts: 1. Manufacturers Listed: Stanley/Hager /McKinney 2. Size: 3 feet and under - 4-1/2 x 4 -1/2 except as required for 180 degree swing. C. Locksets: 1. Manufacturer Listed: Schlage/Corbin/Russwin 08710-1 2. Design: Lever - #17B, Knob - Plymouth 3. Backset: 2 -3/4 Inches 4. Cylindrical Locksets: Locksets and latchsets shall be cylindrical type with functions as indicated in hardware groups. Provide curved lip strikes. 5. Locksets and latchsets furnished with sufficient strike lip to protect trim. Note: 3/4 inch latchbolts require 3/4 inch minimum clearance for trim, otherwise extended Hp strikes must be furnished. 6. All locks shall have wrought box strikes. D. Door Closers, Surface: 1. Manufacturer Listed: LCN 2. Furnish drop plates where required. 3. Furnish sex nuts and bolts for all doors. 4. Closers shall have a five year guarantee. E. Stops: 1. Manufacturer Listed: BBW/Ives . Gasket and Threshold: 1. Manufacturer Listed: Pemko/Rixson 2, Types as specified in hardware groups. G. Door Silencers: 1. Manufacturer Listed: Glynn Johnson 2. Quantity: Furnish two for each door frame. 3. Type: 64 or 65. PART 3 EXECUTION 3.01 INSTALLATION A. Install all hardware installed by mechanics skilled in application of institutional grade hardware. B. Refer to A.S.A.H.C., B.H.M.A., and S.D.I. for mounting heights. 3.02 PROTECTION A. Protect exposed hardware surfaces during construction period from damage to products and finishes, 08710.2 3.03 ADJUSTING AND CLEANING A. Adjust hardware for correct operation. B. After installation of hardware and before building accepted, inspect installation and certify that hardware is correctly installed in accordance with manufacturer's recommendations. Make necessary adjustments. 3.04 HARDWARE GROUP: 1 -1/2 pr Butts BB191 US32D 4-1/2 x 4-1/2 NRP 1 ea Lockset L970 -03A 626 less cylinder, cylinder by Owner (Knob) 1 ea Closer P4041 Alum x TB 1 ea Wall Stop W145X US26D (Door 1A2) 1 ea Door Bottom 315CN 1 ea Gasketing 315CR head 2 ea Gasketing 315CR jambs 1 ea Threshold 171A x MS & ES END OF SECTION PART 1 GENERAL 1.01 REFERENCES A. Acoustical Panel and Tile Standard: FS SS -S -118. B. Acoustical Suspension System Standards: ASTM C 635 for materials, ASTM C 636 for installation. C. Surface Burning Characteristics: 25 or less for flame spread, 50 or less for smoke developed, per ASTM E 84. D. Fire - Resistance - Ratings: As indicated per ASTM E 119 and as indicated by reference to design designation in UL "Fire Resistance Directory." 1,02 SUBMITTALS A. Submit manufacturer's technical data for each type of acoustical ceiling unit and suspension system required. B. Submit manufacturer's standard size samples of acoustical units and exposed ceiling suspension members. Provide samples showing full range of colors textures and patterns available. 1.03 MAINTENANCE A. Deliver extra materials to Owner. Furnish extra materials matching products installed and equaling 2.0 percent of acoustical units and exposed suspension members installed. Package materials in protective covering and identify with appropriate labels. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Armstrong World Industries 2.02 MATERIALS SECTION 09510 ACOUSTICAL CEIUNGS A. Products: Subject to compliance with requirements, manufacturer's offering which may be incorporated into the work include, but not limited to the following: B. Vinyl -Faced Fiberglass Panels: 1. 24 inch by 48 inch by 1 inch thick Shasta, perforated lay -in. C. Metal Direct -Hung Suspension Systems: Direct -hung systems, roll - formed from prefinished cold - rolled steel sheet, with hanger wire, attachment devices, and edge moldings and trim. 09510.1 is . Fire Resistive and Non - Fire - Resistance -Rated Exposed Double Web Steel Suspension System with 15/16 inch Wide Exposed Faces: 1. Structural Classification: Intermediate -Duty System. 2. Finish: Painted, white. . Manufacturer: Subject to compliance with requirements, provide suspension system of one of the following: Chicago Metallic Corporation. Donn Corporation. Eastem Products Div., Armstrong World Industries, Inc. National Rolling Mills, Inc. PART 3 EXECUTION 3.01 INSTALLATION A. Layout: Balance ceiling borders on opposite sides, using more - than -half -width acoustical units. 1. Tolerance: 1/8 inch in 12 foot -0 inch level tolerance. B. Suspension System: Install suspension systems to comply with UBC Standard 47 -18 with hangers supported only from building structural members. 1. Lateral Force Bracing: Install in accordance with UBC standard 47 -18. . Edge Moldings: Secure to substrate with screw anchors spaced 16 inch o.c. Miter corner joints. 1. Cope exposed edges of intersecting exposed suspension members to produce flush intersections. D. Installation of ceiling system shall follow the installation of the fire protection sprinkler system and the lighting fixtures. Additionally, the ceiling installation shall be coordinated with the insulation installation. END OF SECTION PART 1 GENERAL 1.01 SUMMARY A. This section includes surface preparation and application of paint materials to exposed interior items and surfaces scheduled. Surface preparation, prime and finish coats specified are in addition to shop - priming and surface treatments. B. Paint exposed surfaces whether or not colors are designated in "schedules," except where surface or material is indicated not to be painted or is to remain natural. Where item or surface is not mentioned, paint same as similar adjacent materials or surfaces. If color or finish is not designated, Architect will select from standard colors or finishes available. C. Painting is not required on pre - finished items, finished metal surfaces, concealed surfaces, operating parts, or labels. Labels: Do not paint over Underwriter's Laboratories, Factory Mutual or other code - required labels, or equipment name, identification, performance rating, or nomenclature plates. D. "Paint" includes coating systems materials, primers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate, or finish coats. E. Work includes painting maintenance platforms and floor sealants. 1.02 QUALITY ASSURANCE SECTION 09900 PAINTING A. Single Source Responsibility: Provide primers and undercoat paint produced by same manufacturer as the finish coats. B. Coordination of Work: Review sections in which primers are provided to ensure compatibility of the total systems for various substrates. C. Material Quality: Provide manufacturer's best quality trade sale type paint material of various coating types specified. Paint material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary names used to designate colors or materials are not intended to imply that products named are required or to exclude of equal products of other manufacturers. 2. Federal Specifications establish minimum quality level for paint materials, except where other product Identification is used. 3. Products that comply with performance requirements of applicable Federal Specifications, yet differ in composition, may be considered for use when acceptable to Architect. Furnish material data and manufacturer's certificate of performance to Architect for proposed substitutions. 09900 -1 1.03 DELIVERY AND STORAGE A. Deliver materials to job site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label with trade name and manufacturer's instructions. B. Store materials not in use in tightly covered containers in well ventilated area at minimum ambient temperature of 45 degrees F (7 degrees C). Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. 1.04 PROJECT CONDITIONS A. Do not apply paint in snow, rain, fog, or mist, when relative humidity exceeds 85 percent, at temperatures less than 5 degrees F (3 degrees C) above dew point, or to damp or wet surfaces. 1.05 MAINTENANCE A. Extra Stock: Furnish one properly labeled and sealed gallon for each type of finish coat of each color taken from batch mix furnished for work. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Manufacturers approved to meet project requirements: Fuller O'Brien Corp. Benjamin Moore Pratt and Lambert Parker Paint Kelley Moore PART 3 EXECUTION 3.01 PREPARATION A. Examine substrates and conditions under which painting will be performed for compliance with requirements. Do not begin application until unsatisfactory conditions have been corrected. B. Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and items in place that are not to be painted, or provide protection prior to surface preparation and painting. Remove items if necessary for complete painting of the items and adjacent surfaces. Following completion of painting, reinstall items removed using workmen skilled in trades involved. C. Clean surfaces before applying paint or surface treatments. Schedule cleaning and painting so dust and other contaminants will not fall on wet, newly painted surfaces. D. Surface Preparation: Clean and prepare surfaces to be painted in accordance with manufacturer's instructions for each particular substrate condition. 3.02 APPLICATIONS 1. Notify in writing of problems anticipated using specified finish coat material with substrates primed by others. 2. Cementitious Surfaces: Prepare concrete, concrete masonry, cement plaster, and similar surfaces to be painted by removing efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. a. Use abrasive blast cleaning if recommended by paint manufacturer. b. Determime alkalinity and moisture content of surfaces to be painted. Do not paint surfaces where moisture content exceeds that permitted in manufacturer's printed directions. 3. Ferrous Metal: Clean non - galvanized ferrous metal surfaces that have not been shop - coated; remove oil, grease, dirt, loose mill scale and other foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council. Touch -up shop - applied prime coats that have been damaged, and bare areas. Wire - brush, clean with solvents and touch -up with the same primer as the shop coat. 4. Galvanized Surfaces: Clean galvanized surfaces with non - petroleum based solvents so that surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock, by mechanical methods. E. Materials Preparation: Mix and prepare paint in accordance with manufacturer's directions. 1. Stir material before application to produce a mixture of uniform density; stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain before using. 2. Use only thinners approved by manufacturer, and only within recommended limits. A. Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 1. Paint colors, surface treatments, and finishes are indicated in schedules. 2. Provide finish coats that are compatible with primers used. 3. Number of coats and film thickness required is same regardless of application method. Do not apply succeeding coats until previous coat has cured. Sand between applications where required to produce a smooth, even surface. 4. Apply additional coats when undercoats or other conditions show through final coat, until paint film is of uniform finish, color, and appearance. 09900 -3 5. Term "exposed surfaces" includes areas visible when permanent or built -in items are in place. Extend coatings in these areas to maintain system integrity and provide desired protection. a. Omit primer on metal surfaces that have been shop - primed. B. Scheduling Painting: Apply first -coat to surfaces that have been cleaned, pretreated or otherwise prepared for painting as soon as practicable, and before subsequent surface deterioration. C. Minimum Coating Thickness: Apply materials at manufacturer's recommended spreading rate. Provide total dry film thickness of system as indicated or recommended manufacturer. Texture: Light stippled texture, minimum texture required to achieve a uniform finish. D. Prime Coats: Before application of finish coats, apply a prime coat as recommended by manufacturer to material required to be painted or finished, and has not been prime coated by others. Recoat primed and sealed substrates where there is evidence of suction spots or unsealed areas in the first coat to assure a finish coat with no burn - through or other defects due to insufficient sealing. E. Brush Application: Brush -out and work brush coats into surfaces in an even film. Eliminate cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections. Draw neat glass lines and color breaks. 1. Apply primers and first coats by brush unless manufacturer's instructions permit use of mechanical applicators. F. Mechanical Applications: Use mechanical methods for paint application when permitted by manufacturer's recommendations, governing ordinances, and trade union regulations. 1. Wherever spray application is used, apply each coat to provide equivalent hiding of brush - applied coats. Do not double -back with spray equipment building -up film thickness of two coats in one pass, unless recommended by manufacturer. G. Completed Work: Match approved samples for color, texture and coverage. Remove, refinish, or repaint work not in compliance with specified requirements. 3.03 FIELD QUALITY CONTROL A. Owner reserves right to engage services of independent testing laboratory to sample paint material being used. Samples of material delivered to project will be taken, identified, sealed, and certified in presence of Contractor. 1. Testing laboratory will perform appropriate tests as required by Owner. 2. If tests show material being used does not comply with specified requirements, Contractor may be directed to stop painting and remove ran- complying paint, pay for testing, repaint surfaces coated with rejected paint, and remove 09900 -4 rejected paint from previously painted surfaces, if, upon repainting with specified paint, two coatings are non - compatible. 3.04 CLEANING A. At end of each work day, remove empty cans, rags, rubbish, and other discarded paint materials from site. B. Upon completion of painting, clean glass and paint- spattered surfaces. Remove spattered paint by washing, scraping, or other proper methods using care not to scratch or damage adjacent finished surfaces. C. Protect work of other trades, whether to be painted or not, against damage from painting. Correct damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect. D. Provide "Wet Paint" signs to protect newly - painted finishes. Remove temporary protective wrappings provided by others for protection of their work, after completion of painting operations. E. At completion of contruction activities of other trades, touch -up and restore damaged or defaced painted surfaces. 3.05 EXTERIOR PAINT SCHEDULE A. Provide paint systems for various substrates, as indicated. B. Concrete: 1. Silozane /Quartz Water Repellent Finish: Two coats applied at 250 square feet per gallon (for each coat). Fabrikem, Fabrishield 650 C. Ferrous Metal: 1. D. Zinc Coated Metal: 1. Lusterless Alkyd Enamel: Two finish coats over primer. a. Primer: Synthetic Rust- inhibiting primer FS TT -P -664. required on items delivered shop primed. b. First and Second Finish Coats: Lusterless Alkyd Enamel Class A. Primer is not FS TT -E -521, High Gloss Alkyd Enamel: Two finish coats over primer. a. Primer: Galvanized Metal Primer FS 1T -P -641. b. First and Second Finish Coats: Alkyd Gloss Enamel FS TT -E -489. 09900-5 3.06 INTERIOR PAINT SCHEDULE A. Provide paint systems for various substrates as indicated. B. Ferrous Metal: 1. Semi -Gloss Enamel Finish: Two coats over primer, with total dry film thickness not less than 2.5 mils. a. Primer: Synthetic'Rust Inhibition Primer FS TT -P -664. Primer coat is not required on items delivered shop primed. . Undercoat: Interior Enamel undercoat FS TT -E -543. c. Finish Coat; Interior Semiglass Odorless Alkyd FS TT -E -509. Zinc- Coated Metal: 1. Semi -Glass Finish: Two coats over primer, with total dry film thickness not less than 2.5 mils a. Primer: zinc Dust - Zinc Oxide Primer Coating FS TT -P -641 b. Undercoat: Interior Enamel Undercoat FS TT -E -543. c.. Finish Coat: Odorless Interior Alkyd Semi - Gloss Enamel FS 1T -P -509, D. Concrete: 1. Seal interior finishes with USDA approved clear sealer. END OF SECTION SECTION 10522 FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES PART 1 GENERAL 1.01 SUMMARY A. UL Listed Products: Provide new UL- listed fire extinguishers bearing UL "Listing Mark" for type, rating, and classification of extinguishers indicated. 1.02 SUBMITTALS A. Submittals: Submit product data, maintenance data, and finish samples. PART 2 PRODUCTS 2.01 MANUFACTURER A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: J.L. Industries Johnson -Lee, Div. of W.F. Lee Corp. Larsen's Manufacturing Co. Muckle Manufacturing, Division of Technico, Inc. 2.02 MANUFACTURED UNITS A. Fire Extinguishers: Provide fire extinguishers of types indicated for each fire extinguisher cabinet and other locations indicated. 1. Multi- Purpose Dry Chemical Type: UL -rated 2 -A; 10 -B:C, 5 Ib. nominal capacity, in enameled steel container. 2. Multi- purpose Dry Chemical Type UL -rated 3A; 40-BC; 10 Ib. nominal capacity, in enameled steel container. Locate where noted. B. Mounting Brackets: Manufacturer's standard, of proper size for type and capacity of extinguisher indicated. Provide brackets for extinguishers not located in cabinets. C. Fire Extinguisher Cabinets: Manufacturer's standard units of suitable size for housing fire extinguishers of type and capacity indicated and as follows. 1. Semi - Recessed Cabinet Type: Cabinet box partly recessed in wall. 2. Exposed Trim: One -piece combination trim and perimeter door frame overlapping surrounding wall surface. 3. Door Material: Enameled steel. 4. Vertical Door Style: Duo -panel with 1/8 inch float glass. D. Factory Finishing of Fire Extinguisher Cabinets: Comply with NAAMM "Metal Finishes Manual" to provide uniformly finished products. Provide color as indicated, or if not indicated, as selected from manufacturer's standard colors. 10522 -1 L . Baked Enamel Finish: Manufacturer's standard, suitable as finish or as primer for field painting after deglossing. apply to both exterior and interior of cabinet. PART 3 EXECUTION INSTALLATION A. Installation: In accordance with manufacturer's directions for type ' of mounting required at height and locations indicated, or if not indicated, to comply with applicable regulations of governing authorities. END OF SECTION SECTION 13038 INSULATED INTERIOR WALL PANELS PART 1 GENERAL 1.01 SUMMARY A. Provide insulated wall panels and associated accessories to form an interior wall surface. 1.02 SUBMITTALS A. Shop Drawings: Indicate factory coating and finish specifications and other data necessary to describe gages, profiles, fastener types and locations, and flashing details. B. 12 inch by 12 inch samples. 1.03 WARRANTY A. Manufacturer's paint finish warranty. Supply manufacturer's standard warranty. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Manufacturer: Zero-Loc Metal Span Dual Temp or approved equal. 2.02 MATERIALS A. Interior wall panels shall consist of interior 26 gage, G -90 zinc - coated roll formed galvanized steel panels finished with a white enamel finish. B. Insulation shall be EPS Type I, with a 5 inch minimum thickness at the cooler perimeter. 8 inch minimum thickness at the freezer perimeter, and 4 inch minimum thickness at interior walls. C. Panel joints shall be spline type to insure proper alignment and to eliminate any vapor or frost transmission. D. All panel joints shall be sealed with Tramco Caulking or equal. E. Coordinate vapor barrier continuation at floor and roof juncture. F. Accessories: 1. Trim formed from same material and in same finish as attached wall panel. 2. Closures: Made from closed cell pre - molded neoprene or polyethylene foam or metal and provided where required. 3. Sealants: Gunavle sealant, Tremco Dymonic sealant with #1 primer or sealant to meet TT S- 00230C or approved equivalent. 13038 -1 4. Sealant Tape: Tremco MBT -35 metal building tape or butyl tape to meet TT -C- 1796 -A or approved equivalent. PART 3 EXECUTION 3.01 INSPECTION A. Install only when substrate and/or subframe is installed and aligned to acceptable tolerances as recommended by panel manufacturer. 3.02 INSTALLATION A. Install per approved submittal drawings only. B. Caulk, seal, and fasten to provide complete weathertight Installation. 3.03 CLEANING A. Touch up areas as required or directed with manufacturer' standard touch -up paint. Follow instruction for application carefully. END OF SECTION SECTION 15300 - FIRE PROTECTION PART 1 - GENERAL 1.01 GENERAL REQUIREMENTS A. All work under this section shall be the responsiblity of the Fire Protection contractor, except otherwise specified herein. B. Only contractors and workmen experienced in, and regularly engaged in, the installation of Fire Sprinkler Systems shall be permitted to install the specified system. C. The requirements of the general conditions, supplementary conditions, and Division 1, general requirements, apply to the work of this section. 1.02 SCOPE OF WORK A. Fire Protection contractor to start at a 10" flange located approximately 6" above finished floor and 4' -0" South of grid "C ", and 2' -0" West of grid "28" B. Provide all necessary pipe, fittings, sprinkler heads and equipment for (2) complete and operational dry pipe systems for the freezer /cooler expansion as shown on drawing. C. Remove existing inspector's test and auxiliary drain lines and plug at source. D. The Fire Protection contractor shall install piping prior to the installation of the insulation and suspended ceiling. 1.03 ITEMS NOT INCLUDED IN THIS SECTION A. Painting of pipe and /or equipment. B. Electrical wiring of any kind, including but not limited to, alarm pressure switches, valve supervisory switches, high /low pressure switches, and air compressor. C. Pipe identification of any kind. D. Central station monitoring service (Fire Protection contractor shall provide and install all required switches as specified herein but connection to switches to be by monitoring company). E. Underground piping. 1.04 DESIGN CRITERIA A. Provide (2) hydraulically calculated dry pipe systems designed to provide a density of 0.54 gpm over the hydraulically remote 2600 square feet. B. Hydraulic Calculations 1. Prepare in accordance with Chapter 7 of NFPA pamphlet #13, 1989 Edition, and Factory Mutual data sheets. 2. Water supply to be used for hydraulic calculations: 120 psi static 70 psi residual -2- B. Drawing of Record 1. The contractor shall provide and keep up -to -date a complete set of blueline prints of the approved shop drawing which shall be corrected daily to show every change from the approved shop drawings. This set of prints shall be kept on the jobsite and shall be used only as a record set. This shall not be construed as authorization for the contractor to make changes in the approved layout without definite instruction in each case. 2. Upon completion of the work, a set of mylar sepias of the approved contract drawings shall be obtained and all changes, as noted on the record set of prints, shall be incorporated thereon by him. This set of transparencies shall be delivered to the architect. Final payment to the contractor will not be authorized until these transparencies have been submitted and approved by the architect. 1.07 COORDINATION WITH OTHER TRADES A. Contractor will coordinate with all other trades so that the best arrangement of all equipment, piping, conduit, ducts, etc. can be obtained. B. The contractor shall call the attention of the architect to any points of conflict between his work and that of other trades, so that the conflict may be properly adjusted. PART II - PRODUCTS 2.01 GENERAL A. All equipment, materials and components shall be UL listed and FM approved. 2.02 PIPE AND FITTINGS A. Pipe 1. ASTM A53, type E, Grade B, schedule 10 or 40, 1/8" - 8 ", galvanized. B. Fittings 1. Shall comply with NFPA pamphlet #13, 1989 Edition, Section 3 -8, fitting, except as specified herein. 2. Any gasketed fitting shall have a gasket rated for -40 degrees F. 3. No grooved end reducing couplings shall be allowed. 4. All grooved end couplings shall have a "Flush Gap" type gasket by Gruvlok or equal. 5. No plain end couplings such as Gruvlok figure 7005 Roughneck Coupling or equivalent shall be allowed. 2.03 SPRINKLER EQUIPMENT A. Sprinkler Heads 1. Standard spray upright, 286 degrees temperature rating, 17/32" orifice, bronze. Reliable model G or equal. B. Dry Pipe Valve 1. Provide a differential type dry pipe valve complete with cast brass clapper, standard trim including priming connection, water and air pressure gauges, and all necessary pipe, fittings and accessories for the proper operation of the dry pipe valve. Reliable model D or equal. C. Accelerator 1. Provide an accelerator for systems over 20 sprinkler heads or 500 gallons capacity. D. Mechanical Sprinkler Alarm 1. Provide a water powered mechanical alarm complete with 10" red enamel cast aluminum gong, 3/4" inlet, 1" drain outlet and nylon bearings. Reliable model C or equal. E. Pressure Switches 1. Provide an alarm pressure switch for all dry systems. Pressure switch to be non - adjustable and factory set to transfer an alarm signal at betweem 4 and 8 psi on pressure rise with 1/2 npt connectins. Reliable model J54 -8295 or equal. non- rising stem type, have iron body, be bronze mounted, with parallel seats and have double discs. Kennedy figure 701X or equal. 2. Butterfly Valves a. Grooved ends - 2 1/2" - 8" 1. Shall be slow close type with visual indicator, have iron body, EPDM coated disc and contain (1) built -in SPDT valve supervisory switch. Victaulic series 708 or equal. G. Valve Supervisory Switches 1. Provide valve supervisory switches for all system control valves. 2. Switches shall be mounted so as not to interfere with the normal operation of the valve and shall be adjusted to operate within (2) revolutions of the valve control or when the stem has moved no more than 1/5 of the distance from its normal position. 3. The mechanism shall be contained in a weatherproof die cast metal housing, which shall provide a 3/4" tapped conduit entrance and incorporate the necessary facilities for attachment to the valve. The switch mechanism shall have a minimum rated capacity of 10 AMP, 125 -volt AC - 2.5 AMP, resistant. Notifier PIBV2 or OSY2. H. Check Valves 1. Swing type a. Threaded (2" and smaller) 1. Shall have bronze body, horizontal swing with renewable seat and disc. b. Flanges (2 1/2" and larger) c. Grooved (2 1/2" - 6 ") I. Air Compressor 1. Shall have iron body, be bronze mounted, with renewable rubber faced disc. Kennedy figure 126A or equal. 1. Shall have iron body, stainless steel clapper assembly with a resilient elastomer seal facing. Central model 90 or equal. . Dual Disc Type A. Grooved (4,6,8,10, and 12 ") 1. Shall have iron body, EPDM coated aluminum bronze disc and stainless steel shaft and spring. Victaulic series 710/714 or equal. 1. Shall be a Quincy Model F240, single stage, heavy duty, cast iron, air cooled, oil - lubricated, air compressor mounted on a 60 gallon horizontal air receiver, ASME coded for 200 PSIG, V -belt driven at 770 RPM by a 5 HP, open drip proof, 460 volt, 60 HZ, 3 phase motor mounted on adjustable slide rails. The assembly shall include air intake filter, pressure switch (set to start air compressor on at 80 psi and off at 100 psi), pressure gauge, pressure relief valve mounted an wired magnetic across the line starter in a NEMA 1 enclose, a mounted and piped air cooled after cooler with automatic tank drain. 2. Provide an air dryer sized on the following information: 23 inlet SCFM at 100 PSIG; 19 outlet SCFM final pressure dew point of -40 degrees F.; maximum, inlet air temperature 120 degrees F.; standard operating pressure range 60 to 150 PSIG. 3. Provide a Pneumatech model PHM -25 heaterless regenerative type, compressed air dryer, floor mounted, complete with desiccant charge of activated alumina and NEMA 4 electrical enclosure. 4. Provide a prefilter Finite model DH2J -6C10 -025 coalescing filter assembly with differential pressure indicator. Filter to be rated at 25 SCFM at 100 PSIG and have 1/2" threaded inlet and outlet. 5. Provide an after filter Finite model DJ2J -3PU10 -025 practiculate filter assembly with differential pressure indicator. Filter rated at 42 SCFM at 100 PSIG and have 1/2" threaded inlet and outlet. J. Automatic Air Maintenance Device 1. Provide an automatic air maintenance device for each dry pipe system complete with air pressure regulator check valve, strainer, shut -off valves and bypass valve. Reliable model a -2 or equal. K. Hangers 1. All hangers and pipe supports must be Factory Mutual approved. 2. All hangers and pipe supports to be per NFPA pamphlet #13, 1989 Edition, Section 3 -10, Hangers. 3. The use of U -Hooks or equal will not be allowed. Use only rod and ring type hangers. L. Sway Bracing 1. All sway bracing to be installed per NFPA pamphlet #13, 1989 Edition, Section 3- 5.3.5, sway bracing. 2. Both the sway brace pipe attachment and the sway brace end shall be UL listed. Topco figure 220/225 or equal. T' T COM PRO Soft 777 . Zoe,. too MI _S fIPJ.SG Cr(P) �it.ZEit �i1P► CONPee%or.. ,. MAGNF , T c..S ANO. AMR-- =eO O L E 4 Z — -A'osENgt.Ir1Q- lD w3R.ED oN A 6.0 GMADA liC D4 D4 L. POK C�YE -QIP. 5uPPLY PIPING SGNEMATIL FoP— FIR PIZorE iioNl (STEM IuSTA Lk. 3 4" 15.TEK PIPE IiKWA41Oi TO AI P�PINC h5 P.F.@4.)I6 Ta fever awoeoShTIo..I Faon1 fo&MI 0' kl OW PIM '1A4 -4 E S -r(( ) FART III - EXECUTION 3.01 INSTALLATION A. All work shall be performed in a competent manner. All piping shall be graded for drainage, as required, and run at right angles or parallel to walls and structural members. B. Install cut steel piping to measurements established at the jobsite, free of fins and burrs. Install using full pipe lengths; random pipe lengths joined by couplings will not be accepted. All piping shall be cleaned before placing in position and shall be maintained in a clean condition. Work into place without springing or forcing. Support pipe from structural members only. Install riser assemblies and trimming at the location indicated. For pipe joints, provide full cut threads. Apply pipe compound to male threads only. Connect joints so that not more than (3) threads on the pipe remain exposed. C. All work shall be coordinated with other trades. All conflicts in design shall be resolved before installation. D. Provide spare heads, wrenches and cabinets, as required by NFPA pamphlet #13, 1989 Edition, Section 3 -11.7, "Stock of Spare Sprinklers ". E. Provide red enamel head guards for any head below 7' -6" above finished floor. F. Drain valves, test valves, control valves and alarm valves shall be fitted with approved enameled signs indicating their use. G. Upon completion of the installation, the system shall be hydrostatically tested and flushed as specified in NFPA #13, in the presence of the owner or his authorized representative. Test certificates as outlined in NFPA #13 shall be filled out and submitted to the owner. Installation foreman or other competent representative of the sprinkler contractor shall submit a signed and dated certificate covering materials and tests as stipulated in NFPA #13, to the owner. PART IV — PROJECT CLOSE -OUT 4.01 OPERATING INSTRUCTIONS A. Upon completion and aproval of this system, the contractor shall provide an experience foreman to instruct the owner's operators in all details of operating and maintaining the system. The contractor shall provide (2) set of typewritten operation instructions. 4.02 OPERATION AND MAINTENANCE MANUALS A. Provide (4) Operation and Maintenance Manuals showing operation and maintenance instructions, parts breakdown with part numbers, wiring diagrams and control diagrams, in a three -ring binder labeled on front and spline. 4.03 TEST CERTIFICATES A. Provide (3) sets of completed "Contractors Materials and Test Certificates" to the architect and (1) set to Factory Mutual. Engineering for their records. 4.04 WARRANTY A. All materials, apparatus and equipment furnished and installed hereunder shall be new and free from all defects. Should any trouble develop within (1) year from date of acceptance of the work, due to faulty materials and /or workmanship, the trouble shall be corrected by the contractor without expense to the owner. SECTION 15405 SOIL AND WASTE PIPING SYSTEMS PART 1 GENERAL 1.01 SUMMARY A. Extend existing waste piping system as noted on plans. B. Contractor to verify location and invert elevations for proposed extension into proposed addition. 1.02 SUBMITTALS A. The plumbing extension shall be "Bidder Design" subject to applicable codes, and the approval of the Architect and the Owner. Provide all plant labor, equipment, materials, permits, fees and personnel to design and complete the plumbing work indicated and described herein. The systems shall be complete, including all incidental items, whether or not specifically called out. The bidder design elements shall be classified as shop drawings; and the referenced approval thereof by the Architect and the Owner shall be only for conformance with the design concept of the work, with the information given in the Contract Documents and additional instructions provided. B. The Owner reserves the right to accept or reject proposed bidder designs. 1.03 BASIC MATERIALS AND METHODS A. Codes and Standards: 1. Plumbing work shall conform to all applicable codes under State and local jurisdictions. 2. Pressure vessels and relief valves shall bear the ASME label. 3. Accomplish all work with highest quality materials and in most exacting; professional manner sanctioned by appropriate jurisdictional organizations. B. Permits: Take out and pay all permits and inspection fees required for the work. Contractor shall secure all necessary approvals of the plumbing work. C. Tests: Make all tests required by codes and ordinances. Give sufficient notice before performing such tests. All systems must be tested and adjusted prior to final acceptance by Owner. D. Work shall include, but shall not necessarily be limited to design, supply and installation of: 1. Plumbing: all domestic water service as required for the work for the proposed facility. a. Plumbing System Layout: Layout the plumbing system in careful coordination with the drawings, determining proper elevations for all components of the system and using only the minimum number of bends to produce a satisfactorily functioning system. Follow the general layout shown on the drawings in all cases except where other work may interfere. Interior Sanitary and Waste: Pitch all piping one- quarter inch per foot unless otherwise noted. Caulked joints shall be firmly packed with oakum and secured with caulking lead not Tess than one inch deep, made in one pour and well caulked. All vents extending through the roof shall be lead- flashed... Provide lead counter fleshings over of pipe. Terminate 12 inches above roof. Provide all cleanouts shown and where necessary for cleaning of pipe. Floor cleanouts shall be closed with flush brass plate at floor lines. Provide trap and vent on all fixtures. . Floor Drains: Heavy cast iron, Josan, J. R. Smith, turn or wade set the drains so that the strainer tip is level with the finished floor surface. Engineered drawings stamped by a registered professional engineer shall be provided for the plumbing package. All work shall be performed in accordance with industry standards and applicable state and local codes. END OF SECTION PART 1 GENERAL 4.01 SECTION 15450 REFRIGERATION A. Following s p e c i f i c a t i o n s and attached drawings are guidelines for installation of complete; operating refrigeration installation. Where specific equipment is called out, there will be no e:,t. pt.1 c)I%' unless approved by Owner. E. Conduct all work in an orderly fashion using accepted methods of rein tract i oe and employing craftsmen skilled in their respective trades. Construct in accordance with al 1 national, state, and local codes and standards, including hest not limited to: 1. Uniform EcuilcIir►cj Carla C. llni. f'ur•m Mur_)rar►icat Como Z. National Fire Protection Bulletins 4. Underwriters Laboratory Fire Protection Materials Equipment C. ChesAy a.PJC:C, i.'f 'L C.' ctI. i Gnu+ cover f ur°r►1 ;b1. r►r.l of ..r i I i .aryeIr mar t5w, .. 1 tools and apparatus; for all mechanical refrigeration Work, testing, adjc.cc;ting and retesting required to put all sssyctems in an approved oper :a ►• i nq condition, called for in spec i f i r,at i c.►ns, and required by job er::►nd i t i ons. D. Drawing's a►r..cnmpanying these specifications are de ioll drawing and generally are diagrammatic. They do not chow every condition, offsel. bend or elbow which may be required for installation of various materials, equipment and piping in allotted sapacm. Follow drawings ass c l o s e l y as p r a c t i c a l and install additional bends and offsets where required for the installation of the work, and at no additional cost to Owner. Final engineering drawings w i l l he provided for approval before installation of system i a started. Fefricjcr.Zt1nr► contractor respons-siL•ill;e for the familiarity with specification, accompanying drawings, and e >c1sting systems and conditions at the work site. Coast of any errors or delays caused by lack of f a m i l i a r i t y with any or all of the above .shall be borne by Contractor. Make such variations with Owners approval from drawings and specifications as may be necessary to obviate any unforeseen interferences. . 1.02 COORDINATION A. Coordinate wort:; with other trades and adapt work necessary to that of other trades to lend satisfactory completion of prof ect. 1.0 INTERRUPTIONS IN EXISTING SERVICES A. If required, give written notice to Owner no less than one week in advance: of any interruption in services required for connection of new with e x i s t i n g systems. Schedule interruptions in service Owners convenience and cost of any temporary connection, or overtime charges for labor or equipment rental shall be borne by refrigeration contractor. Limit number and extent of interruption,, in existing services. 1.5 SITE CONDITION A. keep work site neat and orderly and dispose of any refuse. 1.6 PROVIDE SERVICES & POWER PART 2 PRODUCTS 2.01 MATERIALS A. Furnish labor and equipment to unload machinery and equipment associated with the work. P. Furnish labor, equipment and material to move into position, mount, align, and assemble all compressors, pumps, air handling units, and vesselo associated with this work. C. Anchor floor mounted equipment installed on concrete bases by means of anchor bolts or expansion type anchor.,. Shim equipment to required level. Cover shim with non —ehr i nk a high strength grout to eliminate dirt accumulating crevices. D. Furnish all necessary concrete inserts, anchor bolt: and other embedded items required within scope of mechanical refrigeration installation. E. Contractor reeponeible for all required pipe penetrations. F. Protect all new and existing work, fixtures, equipment, machinery, and materials from physical damage, construction dirt. and weather. 2.02 PIPING A. GENERAL 1. Arrange piping in compact space saving layouts. Run piping vertically plumb. Run horizontal piping level or pitched as required. Where space limitations and odd angle or interference create awkward welding position, pre-assemble such sections and get into place as finished units. 2. Install eccentric reducing couplings, pitched fittings, etc.... where necw sr.iry to eliminate pockets and traps. 3. Upon completion of the work, or as specified, this Refrigeration contractor shall: a. Check and tithtrii all valve bonnets, repacking if necessary to 'stop leakage. S. Joints and clean. b. Clean all strainer% furnished. 1. Qualification of welding procedures and welders performance, in accordance with section IX, ASME Boiler and Pressure Vessel Code. 2. Threads to be cut square and reamed. Cut with sharp dies, 1. r� C. PIPE SUPPORTS AND HANGERfl i . Support piping independent of equipment to which it is [ installed. 2. Install hangers, anchors, brackets, beam clamps, guides, etc. shall be installed as required for proper support and functioning of all pipping and appurtenances of system. 3. Size handers and instA11 in manner to accommedate pipe, insulation, and protective saddle, where required. 4. Place hanger or suppur t both before and after change in direction of piping. [ 5. Hangers and supports; Galvanized. .6. Pipings Pickled, oiled and capped to insure all foreign material is removed before installation. 2.03 AMMONIA PIPING A. STANDARDS: Conform to latest edition of American Standard Safety Code for mechanical refrigeration. r 8. PIPE: [ 1. Liquid lines: Schedule, #80 steel pipe for sizes 1 -1/2 inch and smaller, sizes larger than 1-1/2 inch may be schedule 40 steel pipe. 2. Suction And hot gas lines: Schedule #80 steel pipe for lines 1 -1/4 inch and smaller. Sizes larger than 1 -1/4 inch may . be schedule #40 steel pipe. 3. All refrigeration pipe: A53- -D or A106. L . C. JOINTS 1. Joints 1 -1/4 inch and smaller, weld or thread. Weld joints larger than 1 -1/4 inch 1 2. Joint compound used for threaded connections shall be pxpando. EI D. FITTINGS 1. Fittings for ammonia lines: 3000# forged steel . Unions rated at 3000# with ground steel seats. 2. Flanges: Ammonia type tongue and groove flanges. Sizes 1 inch and smaller may be oval two bolt type. Sizes larger than 1 inch up to 4 inch inclusive, shall be square 4 bolt type. Sizes larger than 4 inch shall be round. Flanges shall be constructed of forged steel and be rated for working pressure of 500 PSI. Or am supplied by equipment manufacture. E. VALVES 1. Valves: Ammonia typo globe or angle valves, as manufactured by Hansen Technologies, Rrafri gerah i c►n Specialties or approved equal. Valves shall be designed for back seating and able to Ora repacked under preseurt . Valves :1 inch and smaller may be threaded. Valves ahnve 1 inch sha] 1 he socket or butt weld type. F. PRESSURE. RESULATORS & SOLENOIDS 1. Regulators and solenoids shall be designed for ammonia service_ and shall be manufactured by Refrigerating Specialties Company or approved. 2. Fate solenoid coils for 120 volt service. 3. Supply regulators with pressure gages and gage valves. 2.04 Insulation A. Insulate refrigeration suction, subcool ed liquid and hot gas piping. H. All insulation materials shall comply with OSHA requirements. • C. Apply insulation in a neat and workmanlike manner. Remove and replace all insulation not applied in accordance with manufacturer's specifications or not presenting neat .appearance. D. Rigid insulation i nsertrs supplied as required under hangers and support. Stainless steel %hest metal saddles shill he used on outside of insulation at all bearing points of hangers or supports. Saddles ,hall be formed to fit insulation and shall extend up to the center line of the pipe. E. Piping and duct work insulation shall be continuous when passing through walls, partitions, roofs, etc,. F. Pipe, fitting, and duct work surfaces shall be clean and dry before insulation is applied. G. Adhesives, mastics, and sealing compounds used shall be compatible with the specified insulation and in accordance with manufacturer's recommendations far application. H. Pressure test piping before applying insulation. 2.05 Ammonia Refrigeration System A. Inss.slate piping and vessel;• per following thickness schedule: Material Thickness Finish Liquid Urethane 1 inch PVC Jacket Intermediate Urethane 2 inch PVC Jacket *Hot Gas Fiberglas 1 inch PVC Jacket Sucti sin, lcaw tramp Urethane a inch PVC Jacket Suctton,high temp Urethan: 2 inch PVC Jacket * Note' 2nd st ege compressor discharge to evaporative condenser shall not be insulated. Insulate only hot gas limed to be used for defrost. B. F l e x i b l e foam insulation; Johns- Mansvi 1 .1 a Aer o tube or approved equal. Where possible i neul gat i on shall be slipped over pipe AS a full cylinder. Where neceesary to cut and at all butt Joints, insulation shall be joined by sealing with a water proof vapor barrier adhesive, Johns- Man!svi 1 l e No. 57 or approved equal. Paint two coats of compatible_ white latex paint an insulation C. Urethane insulation; E :•s tol , Inc. or approved. Pipe and fitting insulation shall be premalded to fit the individual pipe or fitting, Urethane: shall have a thermal conductivity of not less than 0.17 ETU in/Hr Ft2 of. D. PVC pipe insulation cover to be and vesssel % which are insulated. applied to all insulated lines 1 1 :Y 5. Pressure vessels 1. Insulate Pressure vessels per attached schedule: Material Thickness Finish Suction Accumulator Urethane 3 inch PVC r 2. Premo.l ded urethana insulation sized for the tarn.: diameter to he installed on vessels s . Urethane insulation shal 1 be manufactured by Extol, Inc. Or approved equal. 2.6 Pressure Vesscel r A. Contractor provide vessels detailed in equipment section and the acc_ompanyi nib drawings. Contractor responsible for receiving, enacting and instelIing vessels. B. Vessels shall be manufactured by ,a ,hop familiar with and experienced in menuf ecturea of vessels for industrial ammonia refrigeration service. C. Pressures vessels exceeding six i nchms insider diameter shall comply with the rules of section V111, Division 1, 1983 ASME BOILER AND PFEc$i1FE VESSEL CODE covering the requirements for design, fabrication, inspection and treating during cdn+ trection of unfired pressure vessels. Minimum resign pressure shall be 2601 PSIS for high side pressure and 150 P»3TC) for low side pressuree Manufacturer of 'the pressure vessels to provide the following lowi n . D. .. p p g data on a permanently affixed nameplate: 1) Manufacturer's name. 2) Maximum allowable working pres',ur•ee at temperatures. 7) Manufacturer's serial nttmbRr. 4) National board number. S) Year manufactured. 6) Additional pressure and temperature_ stamping below —20 F which are not impart tested (see sec:tiun VIII, Division.1, 1983 ASME Boiler and Pressure Vessel Code.) 7) Manufacturer to supply Owner with four copes of shop drawings for approval before fabrication. . Part 3: Refr1ger; Equipment 3.01 Compressor A. Refrigeration compressors to be rotary screw type. Provide units with standard manufacturer's features. Compressors to bP liquid i n j ect i r.,r, oil cooled and to have micro-processor control panels. Approved packages are FRICK or approved. 1. SECOND STAGE AMMONIA COMPRESSOR: Provide and install one Frick modal RW011 -60 rotary screw compressor. Compressor package has manufactures rating of 103.9 TR. requiring 1='. 2 SHP at +10 saturated rr.frigctrant suction temperature and D5 degrees saturated refrigerant discharge temperature. Compressor package is complete with manufactures standard featc.cre% i ncl ncli ngl Structural steel base assembly A13ME oil separatc,r Coupling, coupling guard Suction sf'r'a f. ner Suction and disrhkrge isolation va,l ve% Suction and d.i < ire, a check valves Positive di!gip1ar:wnii iil oil pump Oil 'filter's and strainers Two stage oil separator with coalescent elements Screw oil cooling system; liquid injection Variable VI slide valve Micro-processor ssor control panel Factory starter panel, U. L. labeled Compressors to be direct driven by two 150 HP open drip proof 460 volt, 3 phase, 60 hertz, 3600 RPM motor. 3.02 Evaporator A. Produce dock ( +50) evaporators shall be Frigid Coil HTA -364-1/3 with air defrost, and insulated pens. Manufacture% rating of the evaporator to be 7,095 STUN. Evaporators to be installed as shown on drawing. S. Meat /dal L dock ( +40) evaporators shall be Frigid Coil HTA -364-1/3 with hot gas defrost, and insulated pans. Manufactures ratinQ of the evaporator- to be 7,Q95 STUN. Evaporators to be installed as shown on drawing. 3.03 Miscellaneouii equipment A. Provide complete operating ammonia charge for 5yrtr'r(n. B. Provide all required crane service and equipment rental for installation of equipment. Owners fork lifts ;hall not be used for construction purpose. PART 4. FREON EQUIPMENT 4.01 PIPING A. Arrange piping in compact apace saving layoute. layout Run piping vertically plumb. Run horizontal piping level or pitched as requ l recd. Where space limitations and udd angle or interference create awkward welding position, pre-- aeeernbl a such secti ues and set into place am finished units. H. Instill eccentric reducir couplings, pitched fittings, etc.... where fwcrsaecry to eliminate pockets and traps. C. Upon completion of th© work, or as specified, this Refrigeration contractor sehall s 1. Check and tighten all valve bonnets, repacking if necessary to estop leakage. D. Joi nts 2. Clean all strainers furnished. 1. All qual i f i cai :i. c; ?r, of welding procedures and welders performance, shall be in accordance with section TX, ARME Boiler and Preseurer Vessel Code. 2. Threads be cut square and reamed. Cut with sharp dies and clean. 3. Copper to copper joints to be made with b% silver brazing rad. Copper to steel /bronze 4�/ silver brazing rod. 4.02 P I P E SUPPORTS AND HANGERS A. Support piping independent of equipment to which it is installed. P. Install hangers, anchors, brackets, beam cramps, guides, etc. shall as required for proper support and functioning of all pipping and appurtenances of system. C. Sizes hangers and install in manner to accommodate pipe, insulation, and protective waddle. where required. D. Place a Manger or support both before and after any change in direction of piping. ' r c r A. STANDARDS: Freon piping shall conform to latest edition of American Standard Safety Code for mechanical refrigeration. l L E. Hangers. and Supports: Galvanized. F. Steel piping: Fi ckl ed, piled and capped to insure all f orei'gn 'material is removed before i n l a3t i on. S. Copper piping: Refrigeration grade typo L ACR. 4.03 FREON PIPING 8. FIFE 1. Liquid lines; Schedule #RU steel pipe for sizes 1 1 / 2 , inch and smaller, sizes larger than 1-1/2 inch may be sc:hodu1 w # 40 steel pipe. 2. Suction and hot gas; Schedule #S0 steel pipe for lines 1-1/4 inch and smaller. Sizes larger than 1 -1/4 inch may be schedule 040 steal pipe. 3. Refrigeration steel pipes AW-8 or A1041. 4. R e f r i g e r a t i o n coo:Jet .pipe: Type L ACR. C. FITTINGS 1. Fittings for freon lines: 3000# forged steel. Unions rated at 30004 with ground steel seats. Standard ACR copper fittings acceptable. 2. Flanges shall be f reon type tongue and groove flanges. Sizes 1 inch and smaller may be oval two bolt type. Sires larger than l i nr_h up to 4 inch inclusive, shall be square 4 bolt type. Sizes larger than 4 inch shall be round. Flanges shall be constructed of forged steel and be rated for a working pressure of 500 PSI. Or as supplied by equipment manufacture. D. VALVES 1. Valves Freon type glebe or angle valve;, as manufactured by Refrigeration Specialties (Parker), henry, superior or approved. . E. PRESSURE REGULATORS & SOLENOIDS 1. Regulators and solenoids shall be designed for freQn service and shall be manufactured by Refrigerating Specialties Company or approved. 2. S o1 enoi d coils shall be rated for 120 volt service. 3. Supply regulators with pressure! gages ;and gage valves. 4.04 PRESSURE TEST: Pressure test low side to 1" prig. and high side to 250 ps.ig. Perform test with nitroge►i and maintained for 24 hrs without significant loss of pressure. 4.05 Evacuation: Evacuated system to 500 microns. Maintain vacuum of 500 mi cron4 for 24 hrs. At completion of evacuation the system shall be charged with refriger ,n&.. 4.06 OPERATION: Install refrigerant charge and place in operation. Qualified Journeyman to test and train maintenance personnel in the operation of equipment. WEBBER /SMITH Associates, Inc. 1.01 DESCRIPTION A. Pipe grids are installed in the freezer storage concrete grout base slab, and a heated solution of glycol and water is circulated through the grids to prevent floor heavage. 1.02 SCOPE DIVISION 15 - MECHANICAL SECTION 15701 - FLOOR WARMING SYSTEM A. The Contractor shall supply all labor, supervision, tools, equipment and materials for the complete installation and testing of the floor warming system as shown on the Drawings and described herein. B. The Scope of the work shall include, but not be limited to, the furnishing and installation of the following: 1. Plastic pipe grids for concrete grout base slab under freezer storage. 2. Testing as hereinafter specified. 3. All insulation sleeves on pipes installed in the concrete as shown on the Drawing. 4. Concrete grout base slab. 5. Fluid charge in grid piping. 6. Demolition of existing compressor room floor and core - drilling of existing foundation wall. C. The following items are NOT included under this Specification. 1. All above -floor piping including flow indicators, valves, thermometers and fittings as shown on the Drawings. Floor Warming System 15701 1 2. Insulation of exposed pipe headers. 3. All pipe supports. 4. Tying into existing piping. 2.01 PIPE AND FITTINGS A. Plastic pipe grid shall be formed from Yardley Type Golden Jet Item No. 05226 polyethylene plastic pipe as manufactured by The Yardley Pipe Company, Huntington, West Virginia , or Approved Equal. Plastic pipe shall be 1" nominal diameter with a minimum pressure rating of 100 psi at 73 °F. Pipe shall be factory tested under water pressure to meet Factory ilydronic Test Specifications and to meet Design Specifications. Pipe shall be suitable for direct burial in concrete grout slab. Plastic insert to MPT nylon adapters shall be Yardley #64332 secured with TWO stainless steel worm screw type clamps. 2.02 FLUID CHARGE A. The underfloor grid system shall be fully charged by the General Contractor with an inhibited propylene glycol solution. B. A sample of the _existing propylene glycol solution shall be taken to determine the percentages by volume of inhibited glycol and water in the solution. The percentages by volume of inhibited glycol and water in the new solution, shall match the percentages determined from the sample. The type of glycol used in the new solution shall match the existing. (DOWTHERM as manufactured by Dow Chemical Co.- field verify) C. A complete charge shall be defined as the grid tubing entirely filled with all air vented out of the system and fluid at operating temperature. Floor Warming System 15701 WEBBER /SMITH Associates, Inc. Lancaster, Pennsylvania PART 3 - INSTALLATION 3.01 FLOOR WARMING PIPING INSTALLATION A. General 1. Floor warming grids in the base slab of the freezer storage shall be formed with plastic piping. Each grid shall be continuous with NO joints permitted under the floor. The ends of each grid shall terminate just outside the freezer with a nylon, plastic insert to MPT adapter. 2. Each of the grids shall be a continuous length of pipe with absolutely no joints buried in the concrete grout. Polyethylene tube is available in standard stock lengths of up to 1000 feet. Contractor may purchase special continuous lengths to suit the grid layout, providing delivery of special lengths will not delay job installation. Otherwise, Contractor shall install each individual grid from a stock continuous .length of pipe. B. Installation 1. Special care shall be taken so that pipe is not damaged in any way during installation and pouring of concrete grout. Pipe shall be filled with water and MAINTAINED AT 60 PSIG PRESSURE at time of pouring concrete grout. 2. Piping shall be formed, located and laid directly on the subgrade as shown. Pipe laid on concrete shall be held in position with perforated metal straps nailed with masonry nails or with straps fastened with a stud gun. Pipe laid on stone shall be held in position with nylon straps. ( "STA- STRAP" SSC -Clamp as manufactured by Panduit or "TY -RAP" as manufactured by Thomas & Betts) fastened with 20 penny nails. Pipe laid on earth shall be held in position with "U" shaped #10 wire anchors. In any case, hold -downs shall be 6' o.c. maximum. Pipe does not have to be perfectly straight. 3" to 4" snaking will be acceptable between 6' -0" anchors. 3. Both ends of each loop shall terminate with a 1" male nylon adapter outside the freezer. Floor Warming System 15701 - 3 WEBBER /SMITH Associates, Inc. Lancaster, Pennsylvania Install a 1/2" thick Armaflex pipe insulation sleeve on each pipe where it penetrates the foundation wall. 5. Demolition of the existing compressor room floor will be necessary for penetration. 6. The existing foundation wall shall be core - drilled for penetration. . Pipe Grid Testing 1. General a. Each plastic pipe grid shall be tested as described below before embedded in the concrete grout. b. The Contractor shall use extreme care in checking all grid piping, so as to positively prove that no leaks exist when the concrete grout is poured. Absolutely. no evidence of leakage will be permitted. c. It is suggested that the grids be temporarily head.ered together for the testing period. d. Before testing, each circuit shall be blown out with dry air to demonstrate that the grid is not plugged or obstructed. e. Before the concrete grout is poured, each circuit that is to be buried in concrete grout shall receive two separate tests for tightness. f. The Contractor shall keep a careful check on the pressure during the hydraulic test to maintain the test pressure. A means shall be provided to vent the system if the pressure rises above the test pressure due to the expansion of the water if cold water is used to fill the system in warm weather. Floor Warming System 15701 - .WEBBER /SMITH Associates, Inc. Lancaster, Pennsylvania If the ambient temperature is below freezing at the time of the hydrostatic test, a glycol antifreeze solution shall be used for the test. The hydrostatic test shall be delayed if the outside . surface of the pipe or the surface that the pipe is resting on is wet or if conditions restrict the detection of leaks in any way. The pipe grids will not be accepted until the following tests have been strictly complied with in the presence of the Owner's representative. (1) Test #1 for the plastic pipe grids shall consist of air test at 90 psig. Pressure shall be applied and maintained for a minimum of 30 minutes. (2) Test. #2 for the plastic pipe grids shall. consist of a hydrostatic test at 60 •psig Each • grid shall be completely filled with - water and. all air vented out of the system. Hydrostatic pressure shall be maintained for a •minimum of two hours. During the test every foot of the grid system shall be inspected for leakage. As a final double check, water pressure at 60 psig shall be applied as the concrete grout is being poured and Maintained • for a. 'period of not less than twelve hours after completion oU • the pour. The same water for Test #2 may be used for this test'. WEBBER /SMITH Associates, Inc. Lancaster, Pennsylvania (4) IF ANY LEAKAGE IS DETECTED VISUALLY' OR ANY ABNORMAL DROPS IN TEST PRESSURE ARE DETECTED AT ANY TIME DURING TESTS #1 AND 12 OR DURING THE CONCRETE GROUT POUR, OR AFTER THE CONCRETE GROUT HAS BEEN POURED, THE PIPE GRID MILL BE REMOVED AND REPLACED AND THE ENTIRE TEST PROCEDURE SHALL BE REPEATED. i. At the conclusion of the tests, all water shall be blown out with air. Special care must be exercised to ensure that the pipe grid is completely free of water and moisture. A 40% glycol antifreeze solution shall be charged into the grid to prevent freezing during winter construction. WEBBER /SMITH Associates, Inc. Lancaster, Pennsylvania PART 1 - GENERAL 1.01 DESCRIPTION DIVISION 15 - MECHANICAL SECTION 15702 - FLOOR WARMING SYSTEM (REFRIGERATION CONTRACTOR) A. Pipe grids are installed in the freezer storage concrete grout base slab, and a heated solution of glycol and water is circulated through the grids to prevent floor heavage. 1.02 SCOPE A. The Contractor shall supply all labor, supervision, tools, equipment and materials for the complete installation and testing of the floor warming system as shown on the Drawings and described herein. B. The Scope of the work shall include, but not be limited to, the furnishing and installation of the following: 1. All above -floor (exposed) piping for the floor warming system including flow indicators, valves, thermometers and fittings as shown on the Drawing. 2. Testing as hereinafter specified. 3. All insulation on exposed pipe headers as noted. 4. All and pipe supports. 5. Fluid charge in above - ground piping and equipment. 6. Tying into existing piping. 7. Relocation and reconnection of 4 existing heat tape circuits, pipe, junction boxes, conduit and power wiring under the freezer floor as shown on the Drawings. Floor Warming System 15702 - 1 WEBBER /SMITH Associates, Inc. Lancaster, Pennsylvania 2.02 C. The following items are NOT included under this Specification. 1. Concrete grout base slab. 2. Plastic pipe grids for concrete grout base freezer storage. 3. Insulation sleeves on pipes installed in the 4. Fluid charge in underfloor grid piping. 5. Demolition of existing compressor room floor and core - drilling of existing foundation wall. PART 2 - MATERIALS 2.01 FLOW INDICATORS A. A 1" IPS. balancing type flow indicator shall be furnished and installed in the return of each grid as shown. Balancing flow indicator shall be B & G Thermoflo- Balancer Model TB-1" with a range of 2 to 10 GPM with 1" FPT screwed connections as manufactured by Bell and Gossett, ITT Fluid Handling Division, Morton Grove, Illinois, or Approved Equal. PIPE INSULATION 2.03 STRAINER slab under concrete. A. All pipe insulation shall be 1/2" thick, Armaflex closed cell foamed synthetic elastomer as manufactured by Armstrong World Industries, or Approved Equal. Butt joints and seams shall be joined with #520 Armstrong adhesive applied to both surfaces. All insulation to be finished with two coats of Armaflex white finish. A. Cleanable, 125# cast iron, screwed, Y -type with stainless steel strainer screen having a particle retention size of .030" or smaller shall be furnished and installed in the 2" glycol return from the new valve station. Floor Warming System 15702 - WEBBER /SMITH Associates, Inc. Lancaster, Pennsylvania 2.04 THERMOMETERS A. Thermometers with separable wells shall be furnished and installed where shown on the Drawing. Thermometers shall be 3" dial type thermometers as manufactured by Taylor, or Approved Equal. Range shall be a minimum of 20 °F to 120 °F. 2.05 PIPE A. Above -floor glycol piping shall be black, standard weight, schedule 40 ASTM A53 steel pipe. 2.06 JOINTS A. All screwed joints shall be made up using X -Pando joint compound as manufactured by X -Pando Corporation, Long Island City, New York or Approved Equal; applied to the male threads only. B. All welded joints shall be made by certified welders with the inside of the pipe relatively free of welding slag, scale and drippings. 2.07 FITTINGS A. All fittings 1 -1/2" and less shall be 150# malleable iron screwed fittings. All fittings 2" and larger shall be butt welded ASTM A234. 2.08 VALVES A. All valves except fill, vent and drain valves shall be 150# bronze ball valves with TFE seats and seals. Valves shall be Jamesbury Style 2111 for 2" and smaller and Jamesbury A11TT for 2 -1/2" and larger, or Approved Equal. 2.09 PIPE HANGERS AND SUPPORTS A. All pipe hangers, pipe supports, anchors, guides, and supports shall be provided and installed by the Contractor. B. Chain, perforated and flat steel strip hangers will not be acceptable. Floor Warming System 15702 - 3 WEBBER /SMITH Associates, Inc. Lancaster, Pennsylvania C. Care shall be taken to insure that bracing and supports will not restrain expansion and contraction nor set up excessive stresses at joints and at equipment. D. All hangers supplied for insulated lines shall be sized for the outside diameter of the applied insulation. The Contractor shall provide temporary wooden blocks, properly sized for insulation to be applied without disturbing hanger settings. E. All hangers, anchors, guides, and supports shall be protected from corrosion by painting as specified. 2.10 PAINTING A. All uninsulated above -floor piping and all pipe hangers, anchors guides, and supports shall be painted with one prime coat and one finish coat of best quality oil based Koppers, Sherwin - Williams, or Approved Equal. • PART 3 - INSTALLATION 3.01 FLOOR WARMING PIPING INSTALLATION A. General 1. Floor warming grids in the base slab of the freezer storage shall be formed with plastic piping installed by others. The ends of each grid shall terminate just outside the freezer with a nylon, plastic insert to MPT adapter installed by others. All above -floor piping from the grids to the floor warming pump and heat exchanger shall be steel piping. 2. Above -floor piping includes supply and return pipe headers from all pipe grids which tie into the existing glycol supply and return lines as shown on the Drawings. 3. Piping shall not be run 'concealed in walls or partitions, nor underground or under the floor, except as shown. Floor Warming System 15702 WEBBER /SMITH Associates, Inc. Lancaster, Pennsylvania 3.02 REQUIREMENTS A. General Contractor will be responsible for the plastic pipe grid and will install, test, and plug grids as shown on the Drawings. The Refrigeration Contractor will be responsible for the valve stations and all exposed piping and equipment. All pipe penetrations through walls shall be as shown on the Drawings. The Refrigeration Contractor shall verify that the glycol solution in the underfloor piping is of proper strength and that there are no leaks before connecting his piping to the underfloor piping. He shall then be responsible for pressure testing the entire system as described below. 3.03 PIPE INSULATION A. All above -floor piping shall be insulated with 1/2" thick Armaflex insulation and shall be finished with two coats of white Armaflex finish. 3.04 PIPE INSULATION SADDLES A. Pipe insulation shall be•protected from crushing at all pipe hangers by inserting a wood block in the bottom of the pipe insulation. Block thickness shall be the same thickness as the insulation and sealed in place with #520 Armstrong Adhesive. 3.05 TESTS A. The above -floor piping system shall be pressure tested at a pressure at least 50% above normal working pressure. Leaks shall be repaired by removing and remaking the defective joint. No caulking will be permitted. After repair of leaks, system shall be retested and proved tight. WEBBER /SMITH Associates, Inc. Lancaster, Pennsylvania 3.06 SYSTEM BALANCING A. The flow to each circuit shall be adjusted by the pipe grid balancing valve. The relative amounts to each circuit can be approximated by noting the indicated height of the flow indicators. The amount of flow through each circuit shall be adjusted so that it gives an equal temperature range across all circuits. B. The glycol heat exchanger refrigerant pressure regulating valve shall be adjusted to maintain the temperature of the glycol solution to the grids at +55 °F or higher. 3.07 FLUID CHARGE A. The above -floor system shall be fully charged by the Refrigeration Contractor with an inhibited propylene glycol solution. . The percentages by volume of inhibited glycol and water in - the new solution, shall match the percentages determined by the General Contractor's test in Section 15701 Part 2.02 of the specifications. The type of glycol used in the new solution shall match the existing. (Dowtherm as . manufactured by Dow Chemical Co.) . A complete charge shall be defined as the expansion tank one -half full with all air vented out of the system and fluid at operating temperature and with the "operating" system pressurized with dry nitrogen to 5 psig pump suction pressure. • , [ • .,:_,....6 -., 4 z , "J; ,?4" :, , , ,,'X',.. , ^ 2 : ,, Ye. ,, , ,, i , ...;• ,. ......,?4, , , •, ; , ,, , ,; . . • • • . , .. , . . WEBBER/SMITH Associates, Inc. Lancaster, Pennsylvania 3.08 START UP A. Contractor shall start up the system, adjust for equal flow to all grids, vent all air and clean all strainers. 3.09 FULL STRENGTH GLYCOL VERIFICATION A. After the system has been filled with a proper charge of fluid, all grids balanced for proper flow, and the system has been in proper working operation for at least 24 hours, a sample of the glycol solution shall be taken from the system and tested for strength. The strength of the fluid shall have a freezing point of no higher than -10°F. PART 1 GENERAL 1.01 GENERAL Conform to the General Conditions, Supplementary Conditions, and related work in other Divisions for all work in Division 16. See Division 1 for sequence and phased construction of work. 1.02 SCOPE OF WORK It is the intention of this Division of the Specifications and the accompanying drawings to describe and provide for the furnishing, installing, testing and placing in satisfactory and fully operational condition all equipment, materials, devices and necessary appurtenances to provide a complete electrical system, together with such other miscellaneous installations and equipment hereinafter specified and /or shown on the drawings. The work shall include all materials, appliances and apparatus not specifically mentioned herein or shown on the drawings, but which are necessary to make a complete, fully operational installation of all electrical systems shown on the drawings or described herein. Equipment and devices furnished and installed under other Divisions of this specification (or the Owner) shall be connected under this Division. The drawings and specifications are complementary and what is called for in either is binding as if called for in both. 1.03 WORK IN OTHER DIVISIONS See all other divisions of specifications for other work which includes but is not limited to: Temporary Power Cutting and Patching Door Hardware Painting, Refinishing and Finishes Equipment Wiring Conveying Systems Mechanical /Refrigeration Control Wiring Mechanical /Refrigeration Equipment Fire Protection 1.04 CODES AND REGULATIONS A. If any conflict occurs between government adopted code rules and this Specification, the codes are to govern. Nothing in these drawings and specifications shall be construed to permit work not conforming with the governing codes. Comply with any requirements of the drawings or specifications which may be in excess of requirements of governing codes and rules and not contrary to same. 16010 - 1 SECTION 16010 GENERAL PROVISIONS SECTION 16010 GENERAL PROVISIONS B. The electrical systems shall be installed based on the following current Standards. NFPA 70 National Electrical Code as adopted and amended by the State of Washington and /or Local Jurisdiction Uniform Building Code International Conference of Building Officials as adopted and amended by the Local Jurisdiction. The Contractor is required to familiarize himself with the detailed requirements of these standards and any local codes and ordinances as they affect the installation of specific electrical systems. 1.05 PERMITS AND FEES Obtain and pay for all licenses, permits and inspections required by laws, ordinances and rules governing work specified herein. Arrange for inspection of work by the inspectors and give the inspectors all necessary assistance in their work of inspection. 1.06 COORDINATION A. Coordinate Division 16 work with the work in other divisions of the contract and /or other trades doing work on the project and examine all drawings and specifications, including the mechanical, architectural, and structural for construction details and necessary coordination. B. Obtain submittals and shop drawings of all equipment with electrical connections furnished under other divisions of the specifications. Provide all wiring in accordance with requirements indicated. Advise the Architect of any changes which may affect the contract price. C. Special attention is called to the following items and all conflicts shall be coordinated prior to installation. 1. Door swings to the end that switches will be located on the "strike" side of the door. 2. Location of grilles, pipes, sprinkler heads, ducts and other mechanical equipment so that all electrical outlets, lighting fixtures and other electrical outlets and equipment are clear from and in proper relation to these items. 3. Recessing and concealing electrical materials in CMU walls, concrete construction, precast construction and similar construction methods. 4. Electrical characteristics (HP, KVA, voltage, phase) of actual equipment furnished under other divisions being different from that shown on the electrical drawings. 16010 - 2 16010 - 3 SECTION 16010 GENERAL PROVISIONS 5. Do not attach electrical equipment and materials to insulation unless approved by the Architect. D. Payment will not be made for relocation of work, cuttings, patching and finishing required for work requiring reinstallation due to lack of coordination prior to installation. 1.07 CONTRACT DRAWINGS A. Raceways, boxes and ground connections are shown diagrammatically only and indicate the general character and approximate location. The layout does not necessarily show the total number of raceways or boxes for the circuits required, nor are the locations of indicated runs intended to show the actual routing of the raceways. Furnish, install and place in satisfactory condition all raceways, boxes, conductors and connections and all other materials required for the electrical systems shown or noted in the contract documents to be complete, fully operational and fully tested upon completion of the project. B. The drawings do not show all requirements of the specifications. The drawings and specifications are complementary and what is called for (or shown) in either is required to be provided as if called for in both. C. The horsepower of motors and apparatus wattages shown on the drawings are estimated requirements of equipment furnished under other Divisions of this contract or other contracts and bid shall be based on these sizes. Overload elements shall be provided to suit actual equipment nameplate current. Advise Architect of any equipment changes or substitutions affecting electrical systems. Conform to Substitution Requirements, Section 16100. D. Any minor changes (less than 6' -6" horizontal) in the location of the raceways, outlets, boxes, devices, wiring, etc., from those shown on the drawings shall be made without extra charge, where coordination requires or if so directed by the Architect before rough -in. E. Consult the architectural drawings for the exact height and location of all electrical equipment not specified herein or shown on the drawings. F. Outlet locations shown on the drawings are approximate. Study the building drawings in relation to spaces and equipment surrounding each outlet so that the outlet is correctly positioned and symmetrically located for proper usage. Lighting fixtures are to be symmetrically located according to room layout. G. When inserts or sleeves for outlet boxes, conductors, cables and /or raceways are required, provide same and fully coordinate the installation thereof. 16010 - 4 SECTION 16010 GENERAL PROVISIONS 1.08 ITEMIZED SCHEDULE OF COSTS Furnish a contract cost breakdown by specification section to the Architect with a copy to the Engineer to allow evaluation of partial payment requests. Refer to the Supplementary Conditions of General Contract for details, and conform thereto. 1.09 WARRANTY Guarantee all work installed under this specification. Make good, repair or replace, at no expense to the owner, any defective work, materials or parts which may show themselves within one year after final acceptance, if in the opinion of the Architect said defect is due to imperfection in material, design or workmanship. Incandescent lamps are not warranted, but all shall be operating at time of final acceptance. 1.10 RECORD DRAWINGS Continually record the actual electrical system(s) installation on a set of prints kept readily available at, the project during construction. These prints shall be used for this purpose alone. Accurately locate with exact dimensions all underground and underslab raceways and stub -outs. At the completion of the work, furnish the Architect a set of reproducible record drawings (xerox type) and the set of mark -ups. Final payment will not be authorized until record drawings have been submitted to and accepted by the Architect. 1.11 ELECTRICAL EQUIPMENT OPERATION AND MAINTENANCE (0 &M) MANUALS A. Prepare four (4) 0 &M manuals for all equipment furnished under Division 16 of the specifications. B. The information included must be the exact equipment installed, not the complete "line" of the manufacturer. Where sheets show the equipment installed and other equipment, the installed equipment shall be neatly and clearly identified on such sheets. C. These 0 & M manuals shall contain all the information needed to operate and maintain all systems and equipment provided in the project. It shall be presented and arranged in a logical manner for efficient use by the Owner's operating personnel. The information provided shall include but not be limited to the following: 1. Equipment manufacturer, make, model number, size, etc. 2. Equipment nameplate data. 3. Description of system configuration and operation including component identification and interrelations. A master control schematic drawing(s) may be required for this purpose. 4. Dimensional and performance data for specific unit provided as appropriate. SECTION 16010 GENERAL PROVISIONS 5. Manufacturer's recommended operation instructions as appropriate. 6. Manufacturer's recommended lubrication and servicing data including frequency as appropriate. 7. Complete parts list including reordering information, recommended spares and anticipated useful life (if appropriate). Parts lists shall give full ordering information assigned by the original parts manufacturer. Relabeled and /or renumbered parts information as reassigned by equipment supplier not acceptable. 8. Shop drawings. 9. Wiring diagrams. 10. Signal equipment submittals shall contain step -by -step circuit description information designed to acquaint maintenance personnel with equipment operation in each mode of operation. D. Wiring diagrams for each system shall be complete drawings for the specific system installed under the contract. "Typical" line diagrams will not be acceptable unless properly marked to indicate the exact field installation. E. The information contained in the manuals shall be grouped in an orderly arrangement by specification index. The manuals shall have a typewritten index and divider sheets between categories with identifying tabs. The completed manuals shall be bound with hard board covers. (0 & M manuals shall not exceed 3" thick. Provide two or more volumes if required. Signal and communication systems shall be in separate volume(s).) The covers shall be imprinted with the name of the job, Owner, Architect, Electrical Engineer, Contractor and year of completion. The back edge shall be imprinted with the name of the job, Owner and year of completion. Hard board covers and literature contained may be held together with screw post bindings. Bayless Bindery (206) 622 -6395 acceptable. F. A preliminary copy, complete except for the bound cover, shall be submitted to the Architect 60 days prior to completion of the project for checking and review. Four (4) bound, final, corrected copies shall be provided. Deliver one '(1) to Sparling & Associates, Inc. Deliver three (3) to the Owner via the Architect 20 days prior to scheduled instruction periods. Obtain a receipt for the manuals and forward a copy of the receipt to both the Architect and Engineer with the completed form. 16010 - 5 • SECTION 16010 GENERAL PROVISIONS 1.12 FINAL ACCEPTANCE REQUEST Submit to the Architect, with a copy to the Engineer, a Job Completion Form (form attached in this section) properly filled out prior to the time final acceptance of the electrical work is requested. At this time also submit copies of final inspection certificates and receipts for loose materials turned over to the Owner. PROJECT NAME: PROJECT LOCATION: DATE: JOB COMPLETION FORM A. Electrical Inspectors Final Acceptance Copy of certificate attached. Name Agency B. Fire Marshal's Final Acceptance of Fire Alarm System Copy of certificate attached. Name Agency Date C. The following systems have been demonstrated to Owner's representative. 1. Fire Alarm System D. Record Drawings Attached Transmitted previously to E. 0 & M Manuals Attached Transmitted previously to F. Test Reports Attached Transmitted previously to SECTION 16010 GENERAL PROVISIONS Date Owner's Rep. Date G. The work is complete in accordance with contract documents and authorized changes except for and the architect /engineer's representative is requested to meet with at on Supervisor of Electrical Work Time Date Contractors Rep. Signature Date Note: Additional copies of this form are available from Sparling & Associates, Inc., 1920 Eastlake East, Seattle, WA 98102 16010 - 7 Date Date Date SECTION 16010 GENERAL PROVISIONS 1.13 ABBREVIATIONS AND DEFINITIONS When the following abbreviations and definitions are used in relation to the work for Divisions 16 they shall have the following meanings: Item Meaning Accepted Reviewed with no exceptions taken to submittal material. See "Submittal" below. AHJ Authority Having Jurisdiction ANSI American National Standards Institute Approved Inspected and accepted by the Authority Having Jurisdiction ASTM American Society for Testing Materials Boxes Outlet, Junction or Pull Boxes Code All codes currently enforced at project location. Compression Compressed using a leverage powered (hydraulic or equivalent) crimping tool Connection All materials and labor required for equipment to be fully operational. EMT Electrical Metallic Tubing Exterior Outside of or penetrating the outer surfaces of the Location building weather protective membrane. Fully Oper- Tested and approved and operating to the satisfaction ational of the AHJ, manufacturer and contract documents Furnish Deliver to the jobsite ICEA Insulated Cable Engineers Association Install To enter permanently into the project and make fully operational. KCM Thousand circular mils (formerly MCM) 16010 - 8 l Mfr. Manufacturer NEC National Electrical Code, National Fire Protection Association Publication #70 (latest adopted edition with amendments) NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association Noted Shown or specified in the contract documents PVC Polyvinyl Chloride Provide Furnish and install RGS Rigid Galvanized Steel Required As required by code, AHJ or contract documents for the particular installation to be fully operational. Shop Drawing Hand drafted document which fully details the equipment and intended installation relative to this specified project. Shown As indicated on the drawings or details. Submittal Material for Engineer review which may contain catalog cuts, shop drawings, wiring diagrams, etc., of the actual material being furnished. UL Underwriters' Laboratories, Inc. Wiring Raceway, conductors and connections END OF SECTION 16010 SECTION 16010 GENERAL PROVISIONS SECTION 16030 TESTING PART 1 GENERAL 1.01 DESCRIPTION Test and give written certification that the entire electrical installation complies with contract documents, code and proper system operation. Include all costs for testing in bid. Furnish all apparatus and material required for testing. 1.02 CIRCUIT TESTS Test all wiring and connections for continuity and ground before any fixtures or other loads are connected. Tests shall be made with a 500V. minimum DC "Megger" type tester. If tests indicate faulty insulation (less than 2 megohms), such defects shall be corrected and tested again. 1.03 GROUNDING TEST A. Measure the OHMIC value of the Electric Service Entrance metallic "System Ground" with reference to "Earth Ground" using the "Multiple Ground Rod" method and suitable instruments. Maximum resistance to ground shall be less than 10 ohms. If this resistance cannot be obtained with the ground system shown, notify the Architect immediately for further instruction. B. Confirm that the neutral is grounded only at the separately derived service equipment by removing the neutral grounding conductor and meggering the neutral bus. 1.04 MOTOR AND EQUIPMENT TESTS Check all motors and equipment for proper rotation. 1.05 TORQUE TESTS For every conductor terminated in an overcurrent device or bolted type connection; torque all connections per manufacturers recommendations and tabulate the results on a tabular form and /or copy of panel schedules. 1.06 FIRE ALARM TEST Test every component of the fire alarm in the presence of a representative of the Authority Having Jurisdiction. 1.07 OTHER SYSTEM TESTS Test as indicated in individual specification sections. 1.08 TEST REPORTS Submit to the Engineer a copy of the certified test reports for all tests noted and include copies in the 0 & M manual. 16030 - PART 2 PRODUCTS. 2.01 MATERIALS AND INSTRUMENTATION All shall be provided by and remain the property of the Contractor. PART 3 EXECUTION 3.01 SCHEDULE Notify Architect 10 working days prior to performance of any test. END OF SECTION 16030 SECTION 16030 TESTING PART 1 GENERAL 1.01 RELATED WORK Same as in Section 16010. PART 2 PRODUCTS 16050 - 1 SECTION 16050 EXISTING SYSTEMS 1.02 EXISTING SYSTEMS MAINTAINED Prior to bidding, existing systems and systems adjacent to the work shall be investigated thoroughly. Any damage resulting from performance of work under this contract shall be repaired to assure continuing operation and integrity during and at completion of the project at no increase in contract cost. Any existing wiring serving devices to remain in service and which is interrupted by work performed under this contract shall be rerouted to maintain circuit continuity. The building will continue operation during the work and it is essential that no systems operation be interrupted unless scheduled with the Architect. Cost of unscheduled interruptions and expedient repair is part of the work. 1.03 EXISTING SYSTEMS CONCEALED A. The electrical drawings show portions of the existing electrical systems which are to remain, be removed or be modified as a part of the work. Concealed features of the existing systems are derived from record drawings and the Engineer's best judgment of the configuration, but no guarantee is made as to their correctness. B. Inspect the existing installation prior to bidding and shall make independent judgment as to the work required to provide a complete installation within the intent of the contract documents. 1.04 DEMOLITION WORK A. All demolition work required under this contract is not shown on the drawings. B. Inspect the existing installation prior to bidding and shall make independent judgment as to the work required to provide complete demolition within the intent of the contract documents. 1.05 TEMPORARY ELECTRICAL EQUIPMENT Removing, temporary hanging by chains and reinstalling light fixtures, exit signs and other electrical equipment is not shown on the drawings. Investigate the demolition work required and include this work in the bid. Clean and reinstall. Provide new lamps when so noted. Provide temporary relocation of exit signs to original location when exit is reactivated. 2.01 EXISTING MATERIALS All materials which are a part of the building shall remain the property of the Owner. SECTION 16050 EXISTING SYSTEMS 2.02 EXISTING MATERIALS TO BE REINSTALLED Existing materials and equipment (except interior, undamaged raceways) that are removed as a part of the work or stored in surplus shall be reinstalled as a part of the new systems specifically noted as on the drawings. The requirements of the specifications (i.e., warranty, condition, installation, testing, etc.) shall apply as if the materials were new, furnished by the Contractor. 2.03 EXISTING MATERIALS NOT TO BE REINSTALLED A. In coordination with the Architect, these materials shall be made available for his inspection and decision as to whether the Owner will retain possession. Items selected for retention shall be turned over to the Owner. These items shall be delivered to a location on the premises selected by the Owner. Take reasonable care to avoid damage to this material. If the Contractor fails to conform to this requirement, he shall purchase and turn over to the Owner replacement material of like kind and quantity. B. All material not selected for retention by the Owner and debris shall be legally disposed of under this contract. PART 3 INSTALLATION 3.01 EXISTING CONDITIONS Examine the structure, building, and conditions under which electrical work is to be installed for conditions detrimental to proper and timely completion of electrical work. Do not proceed with work until deficiencies or detrimental conditions have been corrected. Report deficiencies or detrimental conditions of existing electrical work which might be unsuitable to connect with or receive other work. Failure to so report shall constitute acceptance of other work as being fit and proper for the reception of electrical work. 3.02 DEMOLITION Switchboards, panelboards, signaling and communication systems, other electrical equipment free standing or surface mounted, raceway (exposed) and conductors; which are no longer in service presently or as a result of this contract shall be removed. Unused flush mounted devices, outlet and other boxes in finished areas shall be removed from wall and the remaining hole patched to match adjacent wall surfaces. Unused raceways and sleeves shall be cut flush at ceiling, floor or wall and filled with grout. 3.03 POWER OUTAGES The facility will 'continue its normal operation during the construction work; therefore it is required to schedule electrical system(s) outages with the Architect. Electrical systems(s) outages to Owner occupied areas shall not be permitted at any time on any day of the week, unless scheduled and acceptable to the Owner. In the event the work causes or contributes to an electrical system(s) 16050 - 2 END OF SECTION 16050 SECTION 16050 EXISTING SYSTEMS outage (or other system fault), immediately correct the problem. Include in the work the cost (as examples) any premium time required to stay on the job site until problem is corrected and air freight for parts not locally available. Premium time. Include all costs for electrical system(s) outages for the work as required by the schedule, as shown on the drawings, and as noted in other Divisions of the Specifications. 3.04 ACCESS TO PERFORM WORK Carefully remove, store or temporarily hang and re- install in undamaged condition all electrical equipment, lighting fixtures where access to perform work is required. Clean prior to re-installation. Provide new lamps when so noted. 16050 » - PART 1 GENERAL 1.01 DESCRIPTION This section contains the general requirements for materials and installation methods which apply to all sections of Division 16. All materials and equipment shall be installed in conformance with the manufacturer's installation instructions and U.L. requirements. PART 2 PRODUCTS 16100 - 1 SECTION 16100 BASIC MATERIALS AND METHODS 2.01 GENERAL A. All materials to be new, free from defects and not less than quality herein specified except as permitted in Section 16050. Materials shall be designed to insure satisfactory operation and operational life in the environmental conditions which will prevail where they are being installed. B. Each type of materials furnished shall be of the same make, be standard products of manufacturers regularly engaged in production of such materials and be the manufacturer's latest standard design. C. All materials and equipment installed, including lighting fixtures, shall have been tested and listed by Underwriters Laboratories or other approved testing organization and shall be so labeled unless otherwise permitted by the Code Inspector (AHJ) and the Architect. 2.02 SUBSTITUTION OF MATERIALS A. Listing of materials is not intended to prevent listing of other material provided the substitute product is submitted for listing and has been reviewed and listed in accordance with the following Substitution of Materials requirements. 1. No Substitute: It is the intent of this specification to require new materials to be compatible with the existing installation and to this end certain materials and systems are indicated "No Substitute" and shall be provided as specified. 2. Listing Prior to Bid Opening: Listing of products other than those specified will be issued after the following requirements are met: Requests to be original material, clearly indicating the product fully complies with contract documents and be neatly marked with yellow felt tip marker to clearly define and describe the product for which listing is requested. Include certified laboratory test report for lighting fixtures. Samples shall be submitted if requested. Requests shall be received prior to 10 days before bid opening. Requests containing insufficient information to confirm compliance with contract documents will not be considered. SECTION 16100 BASIC MATERIALS AND METHODS 3. After Award of Contract: Substitution of products will be considered after award of contract only under the following conditions: a. Orders for specified materials are placed promptly after contract is awarded. b. The reason for the unavailability is beyond control, i.e., due to strikes, bankruptcy, discontinuance of manufacture, acts of God. c. Requests for substitutions shall be made in writing and shall be accompanied by complete description of the material or equipment. 4. Contract Price Change: Furnish information which fully describes the product, plus proposed contract price change. (See General Conditions for form of proposal). B. In all cases, should a substituted material result in requiring electrical system or building modifications; provide these modifications including all costs to the Engineer and Architect for redesign time required to accommodate the required modifications, at no cost to the Owner. 2.03 COMPLETE SYSTEMS All the systems mentioned shall be complete in every detail and fully operational upon completion of the project unless specifically noted otherwise. Mention of certain materials in these specifications shall not be construed as a release from furnishing such additional materials and performing all labor required to provide complete and fully operational systems. 2.04 SUBMITTALS AND SHOP DRAWINGS A. Submittals: Within 30 days after award of contract, submit common brochure(s) with index and divider tabs by specification section, containing all required catalog cuts, to the Architect in a three ring binder with hardboard cover. The data shall indicate listing by U.L. or other approved testing agency and contain sufficient information neatly highlighted with yellow or blue marker to demonstrate that the materials being submitted fully comply with contract documents. Each item submitted shall have been stamped "Reviewed and Approved" prior to review by the Architect. (Note: Submittals and shop drawings which are incomplete or which contain insufficient information will be returned for resubmittal.) See General Conditions for format, quantity, etc. 16100 - 2 r r r r SECTION 16100 BASIC MATERIALS AND METHODS B. Shop Drawings: Shop drawings shall be submitted as soon as available but not later than 45 days after award of contract. Shop drawings shall show the ratings of items and systems and how the components of an item or system are assembled, interconnected, function together and how they will be installed on the project. System layout drawings shall show floor plans with complete device layout and point -to -point wiring and connection diagrams between all components of the system. Show wire sizes and color coding. C. The contractor agrees that submittals and shop drawings processed by the Architect are not change orders; that the purpose of submittals and shop drawings by the Contractor is to demonstrate to the Engineer that the Contractor understands the design concept, that he demonstrates his understanding by indicating which equipment and material he intends to furnish and install and by detailing the fabrication and installation methods he intends to use. The Contractor alone accepts all responsibility for assuring that all materials furnished under this Division of the specifications meet in full all requirements of the contract documents. The Engineer's review is for general conformance with the design concept and contract documents. Markings or comments shall not be construed as relieving the Contractor from compliance with the project plans and specifications, nor departures therefrom. The Contractor remains responsible for details and accuracy for confirming and correlating all quantities and dimensions, for selecting fabrication processes and for techniques of assembly. D. Submittals are required for: Contract Cost Breakdown Raceways Wire and Cables Cable Connectors Wiring Devices Motor Controllers Disconnects and Fused Switches Fuses Transformers Switchboard additions, and Panelboards Lighting Fixtures and Ballasts Lighting Standards and Poles Fire Alarm w /AHJ approval indicated' Motor Control Center Additions 16100 - 3 E. Shop Drawings are required for: Switchboard Additions Motor Control Center Additions Fire Alarm w /AHJ approval indicated SECTION 16100 BASIC MATERIALS AND METHODS 2.05 NAMEPLATES Provide permanently attached nameplates constructed of plastic (black on white) laminated material engraved through black surface material to white sublayer. Exception: Emergency distribution system component labeling - white letters on red background. A. Job Nameplate: Refer to Section 16470. B. Switchboard and Panelboard Nameplates: Refer to Sections 16470 and 16471. C. Receptacle Nameplates: Refer to Section 16140. D. Motor Starter and Disconnect Nameplates: Refer to Sections 16160 and 16170. E. Special Equipment Outlet Nameplates: Refer to appropriate Sections. F. Emergency Power System Nameplates: Refer to Section 16470. G. As shown on the drawings and details. PART 3 INSTALLATION 3.01 CUTTING BUILDING CONSTRUCTION A. Obtain permission from the Architect and coordinate with other trades prior to cutting. Locate cuttings so they will not weaken structural components. Cut carefully and only the minimum amount necessary. Cut concrete with diamond core drills or concrete saws except where space limitations prevent the use of such tools. B. All construction materials damaged or cut into during the installation of this work must be repaired or replaced with materials of like kind and quality as original materials by skilled labor experienced in that particular building trade. 3.02 EXCAVATIONS A. Excavations shall not disturb or injure walls, footings or other property. B. Remove all surplus earth not needed for backfilling and dispose of same as directed. C. See Section 16105. 16100 - 4 3.03 PENETRATIONS OF FIRE RATED ELEMENTS Must be provided such as to retain that rating. SECTION 16100 BASIC MATERIALS AND METHODS 3.04 PAINTING A. Painting in general will be covered under another Division of this specification, except items furnished under this Division that are scratched or marred in shipment or installation shall be refinished. 3.05 CLEAN UP Continually remove debris, cuttings, crates, cartons, etc., created by work. Such clean up shall be done daily and at sufficient frequency to eliminate hazard to the public, other workmen, the building or the Owner's employees. Before acceptance of the installation, Contractor shall carefully clean cabinets, panels, lighting fixtures, wiring devices, cover plates, etc., to remove dirt, cuttings, paint, plaster, mortar, concrete, etc. Blemishes to finished surfaces of apparatus shall be removed and new finish equal to the original applied. 3.06 WORKMANSHIP AND OBSERVATION A. Workmanship shall be of the best quality and none but competent and experienced electricians shall be employed and shall be under the supervision of a competent and experienced foreman. All completed work shall represent a neat and orderly appearance. B. All work and materials shall be subject to observation at any and all times by representatives of the Architect. 3.07 EQUIPMENT CONNECTION A. For equipment furnished under this or other Divisions of the specifications, or by owner; provide complete all electrical connections necessary to serve such equipment and provide required control connections to all equipment so that the equipment is fully operational upon completion of the project. Whenever the drawings show an equipment connection, provide the code required disconnect switch. B. Prior to rough -in, obtain submittals and shop drawings for all equipment requiring electrical connections being furnished under other divisions of the specifications and by the Owner. Provide all wiring per the wiring diagrams and requirements indicated. 3.08 INTERFACE WITH OTHER TRADES A. Continually interface and coordinate the Division 16000 work with the work in other Divisions of the specification. B. At each switchboard, panelboard and motor control center location, monitor the work of all trades to assure that the space and clearance requirements of code are met. 16100 - 5 L Er SECTION 16100 BASIC MATERIALS AND METHODS • 3.09 HOUSEKEEPING PADS A. Provide concrete housekeeping pad when noted under each floor mounted switchboard, transformer, and motor control center. Size 4" greater • (horizontal minimum) than base of equipment mounted thereon. Minimum height 3 1/2". Refer to Division 3 for "Cast in Place" concrete. Equipment mounting bolts to be Grade 8. B. When housekeeping pad is poured on previously poured concrete or is for engine or motor driven equipment, the pad shall be reinforced (#4, 12" o.c., both ways) and the rebar shall be tied to the • existing floor via Grade 8 j-bolts (previously set) or expansion bolts or other acceptable means. The existing slab shall be thoroughly cleaned and prepared for the pad just before the pour. END OF SECTION 16100 PART 1 GENERAL SECTION 16110 RACEWAYS 1.01 DESCRIPTION Provide all raceway systems complete and in conformance with code. PART 2 PRODUCTS 2.01 RIGID METAL CONDUIT (RGS) AND INTERMEDIATE METAL CONDUIT (IMC) A. Shall be hot dipped galvanized steel. Fittings shall be galvanized malleable iron or noncorrosive alloy threaded fittings compatible with galvanized conduit. Erickson couplings, watertight split couplings, similar to OZ permitted. Set screw and running thread fittings not permitted. B. Wherever rigid galvanized steel conduit is specified, intermediate metal conduit is permitted unless noted or required otherwise. 2.02 ELECTRICAL METALLIC TUBING (EMT) A. Hot dip galvanized, electrogalvanized or sherardized, steel tubing. B. Couplings and Connectors: Raintight; steel or malleable iron type using a split corrugated compression ring and tightening nut or stainless steel locking disc. Steel set screw fittings are permitted. Indenter, drive -on and pressure cast or diecast type fittings are not permitted. 2.03 FLEXIBLE METAL CONDUIT A. Galvanized, heavy wall flexible steel for dry locations. Aluminum and flexible metallic tubing not permitted. Fittings: malleable iron or steel, similar to Thomas and Betts "squeeze" type. B. Liquid Tight Flexible Metal Conduit. PVC weatherproof cover over flexible steel conduit. Fittings: similar to Thomas and Betts "Super- Tite ". 2.04 RIGID NONMETALLIC CONDUIT (PVC) Schedule 40, rigid polyvinyl chloride type, unless noted otherwise. Type EB permitted for underground rebar reinforced concrete duct banks. PVC elbows not permitted. 2.05 EXPANSION FITTINGS Malleable iron, hot dip galvanized allowing 4" ( +/ -2 ") conduit movement. 0 -Z /Gedney type AX series. 2.06 SEALING FITTINGS Wall sealing fittings shall be O -Z /Gedney FSK series for new construction and CSM series for existing construction. At each wall sealing fitting provide an O -Z /Gedney or Crouse Hinds EYS series 16110 - 1 conduit seal fitting. Raceway stubups and stubouts shall have 0 -Z/ Gedney CSB series conduit seals together with the wall sealing fittings. PART 3 INSTALLATION SECTION 16110 RACEWAYS 3.01 GENERAL A. Provide raceways concealed in construction unless noted otherwise or unless noted or specifically authorized by the Architect. B. Supports, bending, reaming and threading of raceway shall conform with code. 3.02 RIGID METAL AND INTERMEDIATE METAL CONDUIT All connections shall be watertight. Shall be used for: 1) all raceways where subject to damage, 2) all stubups in concrete, 3) all stubouts through concrete walls or from slabs, 4) where exposed to weather. 3.03 ELECTRICAL METALLIC TUBING (EMT) Provide for wiring in masonry or frame construction and for wiring in furred ceilings and above suspended ceilings. May be used for exposed work in unfinished areas where not subject to damage. Where construction involves masonry work, assemble and install at the same time as the wall is erected. Avoid surface cut masonry units wherever such masonry units are to remain unplastered or uncovered in completed construction. EMT not permitted to be encased in concrete slabs. 3.04 FLEXIBLE METAL CONDUIT Provide flexible raceway connection with 90 degree loop minimum for isolation to 1) motors 2) transformers and 3) to all other equipment subject to vibration, (i.e. control equipment, such as solenoid valves, pressure controls, aquastats, pneumatic electric relays, etc.). Provide liquid tight for pumps, for equipment in areas which are regularly washed down, and for equipment in damp, wet or controlled atmosphere locations. Provide code bonding jumper. 3.05 METAL SURFACE RACEWAY Verify exact mounting and locations with Architect prior to rough -in. Install parallel to a building surface (i.e., wall, ceiling, floor). Fasten to surface as recommended by manufacturer. Mount so raceway is in the least obvious location. Ream all cuts smooth. Provide all required boxes, extensions, fittings, elbows and devices for a complete installation. 3.06 RIGID NONMETALLIC CONDUIT A. When permitted by code, may be used underground, or where completely . encased with 2" of concrete (or as required by code). Field bends shall be limited to less than 44 degrees and shall be formed only with manufacturer's recommended heater. All elbows shall be rigid 16110 - 2 16110 - 3 SECTION 16110 RACEWAYS steel. Penetrations through floors shall be rigid steel. Stub ups shall be rigid steel elbows. Raceway size may need to be increased to include code required ground wire. Provide expansion joints per code. 3.07 RACEWAYS UNDERGROUND A. Shall be rigid galvanized steel painted with two coats of bitumastic coating; or rigid galvanized steel with a 15 mil. PVC jacket (repair abrasions with PVC base paint). Rigid nonmetallic raceways may be used where permitted by code unless noted otherwise. B. Arrange and slope raceways entering building to drain away from building. C. Provide marker tape over all underground raceways. Marker tape shall read "Caution - Electric Line Buried Below" as manufactured by Terra Tape or accepted equal. Marker tape shall be installed 1' -0" below grade. D. Install underground raceways a minimum of 24" below final grade (36" on public property) unless otherwise noted or required. E. Provide backfill around underground raceways. Use clean sand 12" above and below raceways. Backfill above 12" shall be free of debris or rocks greater than 1" in diameter. Raceways shall be spaced 7 -1/2" minimum between centers and 3" minimum between raceways. F. Raceways to be encased in concrete shall be anchored to prevent floating during pour. 3.08 RACEWAYS THAT STUB UP THROUGH FLOOR Install at such depth that the exposed raceway is vertical and no curved section of the elbow is visible. 3.09 SEALING OF RACEWAY PENETRATIONS A. Exterior wall surfaces above grade: Provide watertight seal around all raceways. For concrete construction above ground level, cast raceway in wall or core drill wall and hard pack with a mixture of equal parts of sand and cement. For other types of construction use method acceptable to Architect. B. Exterior surfaces below grade: Provide watertight seal around all raceways. Cast raceway into wall (or floor) or use manufactured seal assembly. C. Roofs: Provide flashed and hot mopped weatherproof seal, or a pitch pan filled and sealed to be weatherproof where raceway penetrates roof membrane. Provide a weatherhead on all raceway stubups penetrating roof. D. Fire rated construction: All penetrations shall be sealed to maintain fire rating of construction penetrated. Caulk around penetration with Thomas & Betts Flame -Safe Compound, 3M Fire Barrier Caulk, Nelson Electric Flameseal or Dow Corning Silicone RTV foam. Install as recommended by manufacturer. 3.10 SEALING OF RACEWAYS A. Provide watertight seal in the interior of all raceways which pass through building roof, ground floor slab or through outside walls of the building above or below grade. Seal on the end inside the building, using raceway sealing fittings manufactured for the purpose. Seal poured type fittings with a non - hardening compound manufactured for such service. B. Provide sealing fittings for all raceways entering freezers and refrigeration areas. Refer to drawings for details. 3.11 HANGERS FOR RACEWAYS A. Raceways 1" and larger: Provide lay -in pipe hangers on 3/8" all threaded rods attached to metal ceiling inserts or to structural members. Hangers shall be provided not greater than 10' -0" on center and within 12" of each change in direction. B. Raceways Smaller than 1 ": Provide #9 ga. galvanized, soft annealed mild steel wire hangers attached to structure and hang raceways with clips manufactured for the purpose. C. When more than two raceways will use the same routing, group together on a patented channel trapeze support system supported by 3/8" (minimum) threaded rods attached to metal ceiling inserts or structural members. 3.12 PULL CORDS A. Provide a pull cord in all raceway for communications systems. B. In other raceways, provide a nylon pull cord in those which are left empty at end of the project, greater than 25 feet in length. 3.13 PROXIMITY TO HIGH TEMPERATURE SURFACES Maintain 12" minimum clearance. SECTION 16110 RACEWAYS 3.14 RACEWAY FILL Raceways not sized on the drawings shall be sized per NEC Table 3A. Raceways for signal and communications systems shall be sized per the shop drawings and code. 3.15 EXPANSION FITTINGS Raceways crossing expansion joints, building separation walls, and seismic joints shall be provided with an expansion fitting with bonding jumper. END OF SECTION 16110 16110 - 4 SECTION 16120 CONDUCTORS AND TERMINATIONS COPPER ONLY PART 1 GENERAL 1.01 DESCRIPTION A. Provide all conductors, splices and terminations, complete. B. Refer to Section 16700 and specific sections following for limited energy wiring and cables. PART 2 PRODUCTS 2.01 CONDUCTORS A. Copper, insulated for 600V. Aluminum or copper clad aluminum conductors not permitted. B. Interior and above grade: All conductors to be type THW or RHW. Type THWN /THHN or XHHW conductors may be utilized at Contractor's option, subject to code requirements. Conductors #8 and larger to be stranded. C. Underground: All conductors to be type USE. Increase raceway size per code as required to accommodate conductors. Exception: Underground conductors completely contained in code recognized raceway and boxes may be type THW, THWN or XHHW. Type OF direct burial not permitted unless shown on the drawings. D. Conductors shall be brought to project in original containers bearing the Underwriters' label. 2.02 SPLICES A. Above Grade: Solderless type only. Preinsulated "twist -on" type (limited to size #10 and smaller). Bolt or compression set type with application of preformed insulated cover, heat shrinkable tubing or plastic insulated tape acceptable for all sizes. B. Below Grade: Splices below grade shall be in handholes and shall be made watertight with epoxy resin type splicing kits similar to Scotchcast. 2.03 TERMINATIONS A. Compression set, bolted or screw type lug or direct to bolted or screw type terminal. B. Conductors #12 and smaller shall utilize eye or forked tongue type compression set terminator when termination is to a bolt or screw set type terminal block or terminal cabinet. 16120 - 1 2.04 PLASTIC CABLE TIES Nylon or equivalent, locking type. PART 3 INSTALLATION 3.01 GENERAL Install all conductors in raceway unless shown or specifically authorized otherwise. Install all splices and terminations in enclosures as required or shown. 3.02 CONDUCTOR SIZE Number 12 AWG minimum for power and lighting circuits. 3.05 TAPING, if used, shall be half lapped synthetic tape. END OF SECTION 16120 16120 2 SECTION 16120 CONDUCTORS AND TERMINATIONS COPPER ONLY 3.03 CONDUCTOR SIZES SHOWN ON DRAWINGS Copper, type THW, unless noted. Aluminum conductors not permitted. 3.04 RACEWAY'SIZES SHOWN ON DRAWINGS Raceways (when shown) are sized for copper, type THW, unless shown otherwise. Size all raceways per code unless specifically shown to be larger on the drawings. 3.06 CONDUCTORS IN PANELS AND SWITCHBOARDS Conductors in panels, switchboards and terminal cabinets shall be neatly grouped and formed in a manner to "fan" into terminals with regular spacing. 3.07 CONDUCTORS SUPPORTS Provide conductor support devices as required by code in vertical cable runs. 3.08 SPLICES A. Feeders: Splices not permitted between switchboard /distribution panel and branch panel. B. Branch Circuit: Permitted only in code sized junction or pull boxes. PART 1 GENERAL SECTION 16130 OUTLET, JUNCTION AND PULL BOXES PART 2 PRODUCTS 1.01 DESCRIPTION Provide outlet, junction and pull boxes as required to enclose devices, permit pulling conductors and for wire splices and branches. 2.01 INTERIOR WIRING A. General. Outlet and pull boxes shall be pressed steel, zinc coated with plaster ring where applicable. Large junction and pull boxes shall be fabricated sheet steel, zinc coated or baked enamel finish, with return flange and screw retained cover. B. Metal Surface Raceway: Boxes of same manufacture and to match raceway. Boxes to accommodate standard devices and device plates. C. Concrete and Masonry: Boxes for casting in concrete or mounting in masonry walls shall be specifically designed for that purpose. 2.02 EXTERIOR WIRING A. Above Grade: Outlet and junction boxes shall be cast or malleable iron or shall be cast of corrosion resistant alloy, complete with conduit hubs, compatible with raceway to which it is connected. Pull boxes shall be fabricated of heavy gauge steel and hot dipped galvanized complete with malleable iron hubs. All boxes shall be labeled for damp or wet locations as applicable. B. Below Grade: Where exposed to earth, boxes (handholes) shall be constructed of precast concrete with size, configuration, cover, grates and reinforcing as required by the particular installation. Manufacturer: Utility Vault or Renton Concrete Products. Where not exposed to earth shall comply with 2.02A above. PART 3 INSTALLATION 3.01 ANCHORING All boxes shall be firmly anchored directly or with concealed bracing to building studs or joists. Boxes must be so attached that they will not "rock" or "shift" when devices are operated. Do not anchor to prefabricated insulated wall panels. 3.02 ELECTRICAL OUTLETS A. General: Coordinate the work of this Section with the work of other Sections and trades. Study all drawings that form a part of this contract and confer with the various trades involved to eliminate conflicts between the work of this Section and the work of other trades. Check and verify outlet locations indicated on Architectural 16130 - 1 drawings, door swings, installation details and layouts of suspended ceilings and locations of all plumbing, heating and ventilating equipment. B. Vertical and Horizontal Relationships: Where more than one outlet is shown or specified to be at the same elevation or one above the other, align them exactly on center lines horizontally or vertically. Relocate as directed all such outlets (including lighting, receptacle, power, signal and thermostat outlets) which are not so installed, at no additional cost to Owner. D. Device Outlet Height: Measure from the finished floor to the center line, unless otherwise noted. Switches 4 feet, set vertically Receptacles 18 inches, set vertically or as indicated. Telephone 18 inches, set vertically or as indicated. Other As noted or as directed by Architect. 3.03 CONNECTION TO EQUIPMENT For equipment furnished under this or other Divisions of the specifications, or by others; provide outlet boxes of sizes and at locations necessary to serve such equipment and provide final connections to all equipment. Outlet box required if equipment has pigtail wires for external connection, does not have space to accommodate circuit wiring or requires a wire with insulation rating different from circuit wiring used. Study equipment details to assure proper coordination. 3.04 BLANK COVERS Provide blank covers or plates over all boxes that do not contain devices or are not covered by equipment. 3.05 DEVICE BOXES CONTAINING EMERGENCY AND NORMAL DEVICES Permitted only with steel barrier manufactured especially for the purpose of dividing the box into two completely separate compartments. 3.06 DEVICE BOXES CONTAINING MULTIPLE DEVICES AND WIRING RATED OVER 150 VOLTS TO GROUND AND OVER 300 VOLTS BETWEEN CONDUCTORS Permitted only with steel barrier manufactured especially for the purpose of dividing the box into separate compartments for each device having exposed live parts. 3.07 JUNCTION OR PULL BOXES A. Pull and junction boxes shall be installed as shown, or as necessary to facilitate pulling of wire and to limit the number of bends within code requirements. Boxes shall be permanently accessible and shall be placed only at locations approved by the Architect. 16130 - SECTION 16130 OUTLET, JUNCTION AND PULL BOXES is SECTION 16130 OUTLET, JUNCTION AND PULL BOXES In ceiling spaces shall be supported from roof structure. The drawings do not necessarily show every pull or junction required. Provide all boxes required. .08 BOXES IN EARTH Provide for all wire splices and as required to pull conductors. Boxes (handholes) smaller than 3' -0" x 3' -O shall be set in place on a 3" sand or pea gravel bed. Larger boxes shall have 6" bed. Coverplates shall be flush to, and match the slope of, the final surface grade. 3.09 COLOR CODING A. All junction boxes installed in accessible ceiling spaces and exposed . in unfinished areas shall be color coded using spray paint on the box and cover as applicable in the following manner: 480 Power - Dark Blue Communications - Lt. Blue 277V Lighting — Yellow 120/208V - Unpainted Emergency Power - Orange Fire Alarm - Red Following painting use black felt tip marker to indicate the circuit numbers contained within. END OF SECTION 16130 PART 1 GENERAL 1.01 DESCRIPTION Provide all wiring devices and plates complete and fully operational. PART 2 PRODUCTS 2.01 MANUFACTURE Product of nationally recognized manufacturer regularly engaged in manufacturing such products. 2.02 COLOR Material color for switch handles and receptacle faces to be selected by Architect. In general, use Brown in Mechanical Rooms and Red for emergency circuits Plates specified below. 2.03 SWITCHES A. "Specification Grade ", heavy duty type, back and side wired, rated 277 volt, 20 amp. Provide single pole, double pole, keyed, 3 -way, pilot light, locking type or as required or as noted. Provide matching styles and color in other devices as required for the conditions of installation. Pass & Seymour 20AC1, Bryant 4901, Hubbell 1221, Leviton 1221, Slater 720 -AG. Interchangeable type rated same. Keyed switches to utilize Pass & Seymour 500K key only. B. Pilot light switches: Lighted handle when "ON ", or with separate pilot light. C. Momentary Contact Line Voltage Switches: Single pole, double throw, 3 -wire, spring return to open. Rating same as above. 2.04 RECEPTACLES "Specification Grade ", duplex NEMA 5 -15R configuration (15 amp, 120V) unless shown otherwise. Back and side wired. Pass & Seymour 5252, Hubbell 5252, Leviton 5252, Bryant 5252, Slater 5252 -AG. Clock receptacle - Hubbell #5235 with color to match device plates. Ground Fault Receptacles - Hubbell #GF -5362 with color to match device plates. 2.05 DEVICE PLATES A. Interior: Color shall match device color unless noted otherwise. Attachment screws shall match plate finish. On recessed boxes use Lexan or nylon break resistant construction Hubbell Thermoplastic or Leviton "High Abuse Nylon ". On surface boxes use pressed steel sized to fit box. Receptacles other than 15 and 2OA, 120V. shall have engraved or separate nameplate with ampere rating, voltage and phase indicated. 16140 - SECTION 16140 SWITCHES AND RECEPTACLES r r. SECTION 16140 SWITCHES AND RECEPTACLES . Exterior: Bell #RCH1 -DR or Perfect Line WGF100 -C (horizontal mounting) for 15A and 20A duplex receptacles. Where horizontal mounting is not possible provide Bell #RCV1 -DR or Perfect Line WGF100 -CV. For receptacles other than 15A and 20A provide Perfect Line WRL60 -C. PART 3 INSTALLATION 3.01 MOUNTING Rigidly fasten (without play) outlet boxes and devices at proper position with wall to bring receptacle flush with plate or switch handle the proper distance through plate. Devices and plates shall be aligned and plumb. Plates over tightened so corners have play not acceptable. 3.02 ORIENTATION Set switches with handle operating vertically, up position "ON ". Set receptacles vertically unless shown otherwise or construction requires horizontal mounting. 3.03 DEVICE PLATES A. Provide for wiring devices, telephone and signal outlets. Plate shall cover cutout for device outlet box. . For remodel projects or for additions to existing construction provide new plates on existing outlet boxes unless the existing plate . matches new plates in construction and appearance. END OF SECTION 16140 PART 1 GENERAL SECTION 16160 MOTOR CONTROLLERS 1.01 DESCRIPTION A. Scope of work under this Section includes all requirements for motor controllers (starters); except motor control centers; to be provided and /or installed under this contract (for Motor Control Centers see Section 16920). Motor controls shall conform to NEMA standards for each specific purpose and be U.L. listed. B. Furnish motor controllers for all motors shown under Division 16 unless the controllers are included with the equipment furnished under other Divisions of these specifications. Install all motor controllers including all controllers not factory assembled into equipment furnished under other Divisions of these specifications or by Owner. All motors and motor controllers shall be complete and fully operational upon completion of the project. 1.02 MOTOR VOLTAGE INFORMATION Voltages available are 208 and 480 volt three phase; or 120, 208 and 277 volt single phase. Circuits are designed (in general) for motors with voltage ratings as follows: All motors - 460 volts, three phase. Obtain submittals and shop drawings and verify motor sizes and voltages provided under other Divisions prior to commencing work. PART 2 PRODUCTS 2.01 MOTOR STARTERS A. Magnetic motor starters: Shall conform to or contain items called for below and unless noted otherwise, shall be full voltage non - reversing for NEMA size 3 and under. Starters larger than NEMA size 3 shall be closed transition, autotransformer or wye -delta type. No starters smaller than NEMA size 0 and no half size starters are permitted. Wye -delta type must have motor designed for this use. Contractor is responsible for coordination. Conductors and terminations shall conform with 16120. B. Overload devices: Shall be melting alloy or bimetallic type. One overload shall be provided for each phase. Provisions shall be made for resetting the overload devices from outside the starter enclosure. Provide ambient compensated overload devices only when the motor is at a constant temperature and the controller is subject to a separate, varying temperature. Automatic reset overload devices are not permitted. 16160 - 1 SECTION 16160 MOTOR CONTROLLERS C. Accessories: Each magnetic motor controller shall include phase loss protector, "HAND - OFF -AUTO" selector switch, 120 volt coil (unless noted otherwise), red running pilot light, green off pilot light, 100VA (minimum) control transformer (except for 115 volt motors), surge suppression kit, with fused primary and secondary, two spare auxiliary interlock contacts and all other accessories required or noted. D. Enclosures: All motor controllers shall be contained in an enclosure suitable for the environment in which the controller is mounted. Shall be NEMA 3R when exposed to weather. Other enclosures shall be per code or as noted. E. Combination motor controller: Shall be fused switch type (Class RK5), or motor circuit protector type rated for 22,000 RMS A.I.C. minimum unless noted otherwise and containing all accessories as listed above. If externally powered control circuits are used, provide an auxiliary switch on the disconnect switch or protector and fuse in lieu of the control transformer. Switch or protector shall be capable of being padlocked in the off position. F. Manual Starters: Shall be toggle switch type, lockable in the "off" position, with overload relays, pilot light and enclosure per above. 2.02 MANUFACTURER Allen Bradley, General Electric, Square D, Westinghouse, Cutler Hammer. 2.03 NAMEPLATES Provide engraved phenolic nameplates per Section 16100. Permanently attach (with mechanical fasteners) on each controller, nameplates with the following information: load and area served, voltage, phase and (when applicable) fuse size and type. PART 3 INSTALLATION 3.01 WIRING Wiring shall conform to applicable sections of these specifications. Provide wiring from branch circuit overcurrent device to motor controller to motor terminals, including installation of starter and all connections. Motor controllers provided under Division 16 shall be combination type. Where starters furnished under other Divisions of the specification or by Owner do not include an integral disconnect switch, a separately mounted disconnect switch shall be provided. Provide raceway and conductors as shown for remote control, or interlock connections. Coordinate other control wiring with Division 15 of the Specifications. Provide overload elements in controllers sized to match motor nameplate full load amperes. Space within controllers shall not be used as a junction box. 16160 - 2 3.02 SUPPORTS Securely suitable supported mount to equipment, wall or acceptable mounting frame to withstand earthquake forces, zone 4. Controllers only by raceways are not acceptable. END OF SECTION 16160 PART 1 GENERAL 1.01 DESCRIPTION Provide all disconnects, fused and unfused, required by code for equipment furnished under this and other Divisions of these specifications and by Owner. PART 2 PRODUCTS SECTION 16170 DISCONNECTS AND FUSED SWITCHES 2.01 DISCONNECTS A. Switch shall be heavy duty type, shall be quick -make, quick -break and shall be horsepower rated. Exception: Toggle switches with padlocking provisions are acceptable when applied within their rating. Switch shall have blades as required to open all ungrounded conductors and shall be single throw unless noted. Conductors and terminations shall conform with 16120. B. Enclosure shall have interlocking cover to prevent opening door or removal when switch is closed. Door interlocks shall include a defeating scheme. Shall be padlockable in the "off" position. C. Enclosure shall be suitable for the environment in which mounted. Shall be NEMA 3R when exposed to weather. Other enclosures shall be per code or as noted. 2.02 FUSED SWITCHES (OR FUSED DISCONNECTS) Shall be as above with addition of fuse space and clips to accept only Class R fuses. 2.03 MANUFACTURER General Electric, Westinghouse, Square D, Gould -ITE, GTE Sylvania, Cutler Hammer. 2.04 NAMEPLATES Provide engraved phenolic nameplates per Section 16100. Permanently attach (with mechanical fasteners) on each a nameplate with the following information: load and area served, voltage and phase and (when applicable) fuse size and type, circuit number and panel. PART 3 INSTALLATION 3.01 WIRING Wiring shall conform to applicable sections of these specifications. Location of motor disconnects shall be per code. 3.02 SUPPORTS Securely mount to equipment, wall or acceptable mounting frame. Disconnects supported only by raceway are not acceptable. 3.03 SPLICES Wiring space within Disconnects or Fused Switches shall not be used as a junction box. END OF SECTION 16170 L L L L t I I'. PART 2 PRODUCTS B. 600 Amp and less: Class RK1 except motor circuits Class RK5. C. Over 600 Amp: Class L. D. Manufacturer: Bussmann, Gould, Economy, Littelfuse. PART 3 INSTALLATION 3.01 FUSES Install in fusible devices. 3.02 SPARE FUSE CABINET Locate in main distribution room. END OF SECTION 16180 SECTION 16180 FUSES PART 1 GENERAL 1.01 DESCRIPTION Provide fuses sized per code as required for systems to be complete and fully operational. 2.01 FUSES A. Current limiting, U.L. Class R rejection type or Class L unless noted otherwise. 2.02 SPARE FUSES Provide 10% spare fuses, but not less than three (3) of any one size and type. 2.03 SPARE FUSE CABINET Provide spare fuse cabinet sized for required spare. fuses. Cabinet front and lock shall match panelboard equipment specified elsewhere in this Division. 16180:- PART 1 GENERAL SECTION 16450 GROUNDING 1.01 DESCRIPTION Grounding systems shall be provided for service neutral power ground and for equipment grounds and bonding as required by code. PART 2 PRODUCTS 2.01 GROUNDING CONDUCTORS AND CONNECTORS Copper only, sized per code. Bare or green insulated in sizes #10 AWG or larger. Green insulated for size #12 AWG. 2.02 GROUND RODS 3/4" x 10' -0" copper clad steel. PART 3 INSTALLATION 3.01 GROUNDING, GENERAL Provide all grounding for electrical systems and equipment as required by codes and as specified herein. 3.02 GROUND RODS Provide as shown and /or required. Connect the grounding conductor to each rod. 3.03 SIZE OF GROUND WIRE As required by National Electric Code. Where ground wire is exposed to physical damage protect with rigid non - ferrous conduit as permitted by applicable code. 3.04 GROUND CONNECTION OF WATER PIPING Metal internal piping shall be grounded, as a part of this contract. 3.05 CONNECTION TO THE POWER GROUND BUS A. Furnish and install connections in accordance with the codes; including but not limited to: 1. Raceway system 2. Switchboard (existing) 3. Service neutral (existing) 4. "Separately derived service" (transformer or emergency power supply) 5. Electrically operated equipment and devices. B. No device or equipment shall be connected for electrical service which has a neutral conductor connected to a grounding conductor or to the frame within the device or equipment. 16450 - 1 SECTION 16450 GROUNDING 3.06 METHOD OF CONNECTIONS Make all ground connections and ground cable splices by thermal welding or copper compression set type connectors U.L. listed for grounding purposes. Grounding lugs, where provided as standard . manufacturer's items on equipment furnished, may be used. 3.07 EXPANSION FITTINGS In conduit runs requiring an expansion fitting, a. bonding jumper . shall be installed around the fitting to maintain continuous ground continuity. 3.08 TESTING Conform to Section 16030. PART 1 GENERAL 1.01 DESCRIPTION Provide additions to dead front switchboards, U.L. listed, "fully rated" for available fault current, current limiting type, complete, fully operational and fully tested. Conform to NEMA Standard PB2, current revision. PART 2 PRODUCTS 2.01 MANUFACTURER Existing Square D. B. Submit sample of grade 5 bolt and washers utilized. 16470 - 1 SECTION 16470 SWITCHBOARDS 2.02 SHOP DRAWINGS AND SAMPLES A. Prepare and submit for review prior to manufacture. Include dimensioned front, plan, and section views, bolting template, wiring diagrams, device sizings and layout, nameplates, types of washers and grade of bolts and all other information required to demonstrate conformance with contract documents. 2.03 COORDINATION STUDY Manufacturer to prepare coordination study. Study to indicate switchboard components are selectively coordinated for all levels of short circuit current. Submit settings and trip curves of all components. 2.04 SWITCHBOARD STRUCTURE ADDITIONS A. Freestanding, steel with steel angle or channel framework; adequate strength and rigidity necessary to resist all conditions of use to which it may be subjected and to support all equipment, devices and appurtenances contained therein; front plates installed in sections so that all parts are front accessible without disturbing other parts. Removable lifting angle at the top and bottom of each shipping section. B. Front access only unless noted otherwise. C. Finish: Gray, factory applied to all surfaces. 2.05 SWITCHBOARD DIMENSIONS Overall height: Maximum 92 inches match existing (not including base channels). Length and depth: Not exceeding dimensions of existing as scaled or noted in contract documents. Equipment exceeding dimensions noted not allowed. Base bid on equipment complying with contract documents. SECTION 16470 SWITCHBOARDS 2.06 SWITCHBOARD BUSBARS A. Tin plated aluminum or copper at manufacturer's option, factory fabricated; carried to terminals for connection to source noted. Brace switchboard components for available symmetrical fault current. B. Busbar Joints and Connections: 1. Busbar to busbar: Lapped, silver or tin plated, low contact resistance, low temperature rise, bolted using Grade 5 bolts, belleville and flat washers. 2. Overcurrent devices: Bolted to busbars using Grade 5 bolts, belleville and flat washers. Exception: Square D I -line and 30- 200A fused switches. 3. Conductor connections: Bolted to busbars using Grade 5 bolts, belleville and flat washers. Connectors for aluminum conductors per 16120. C. System of Bussing: Three phase, 4 wire, full size neutral unless otherwise noted. D. Ground Bus: Full length ground bus bonded to frame conforming with U.L. 891 for minimum size except larger as required by code for grounding neutral conductor. 2.07 SWITCHBOARD COMPONENTS Include (but not limited to) the following: A. General: 1. Switches and fuses or breakers, amperage as shown, selectively coordinated for all levels of short circuit current. Set adjustable over current devices at factory. Fuse clips to be rejection type for Class R fuses. Fuses per 16180. 2. Overcurrent devices utilized shall include devices labeled "current limiting" which shall limit the available rms fault current at branch circuit panelboards to under 10,000 amps symmetrical for 120/208 volt and 14,000 amps symmetrical for 277/480 volt breakers. 3. Space for future fused switches or breakers noted including complete bussing and required hardware for mounting devices. Space for conductor current limiters when noted. 4. Cleats for securing conductors. Miscellaneous appurtenances as required for complete installation. 8. When serving as a Service Switchboard: 1. UL 869 and Service Entrance UL labels. SECTION 16470 SWITCHBOARDS 2. Surge arrestors on all phases. Similar to Square D, J9200 series. 3. Utility Company metering equipment: Current transformer space, meter base(s), metering conductors and miscellaneous appurtenances are existing. 2.08 NAMEPLATES A. Provide permanently attached engraved phenolic nameplates per Section 16100 for each switchboard, and every instrument, protective device and disconnect device. For each switchboard include name (3/8" letters), voltage, phase and U.L. short circuit rating (1/4" letters). For each protective device and disconnect include load (1/4" letters) and area served (1/8" letters) and fuse size and type when fused (1/8" letters). B. Provide one job nameplate with the following information: Project Name (3/8" lettering, all other 1/4 ") Architect Electrical Consultant (Sparling & Associates, Inc.) Electrical Contractor Year of Manufacture C. Nameplate color shall be: Normal System - white on black; Emergency System - white on red. 2.09 0 & M MANUALS Provide complete operation and maintenance manual per Section 16010, including instructions on all devices contained therein. PART 3 INSTALLATION 3.01 MOUNTING Bolt to floor using 1/2" diameter black mild steel foundation anchor J -bolts set in structural floor slab and anchored similarly to building structure to prevent overturning in the event of earthquake. Provide "housekeeping pad" per 16100. Set floor bolts in structural floor and extend through housekeeping pad with sufficient threads to attach switchboard. 16470 - 3 3.02 WIRING Conform with applicable specification sections. Conductors and terminations shall conform with 16120. Secure all conductors to switchboard structure. 3.03 Verify space available with equipment sizes and code required working clearances prior to submittal of shop drawings. 3.04 GROUNDING Provide per 16450. 3.05 DEDICATED SPACE Locate in dedicated spaces. Coordinate work so piping, ducts, etc. are routed around dedicated spaces above and in front of switchboards per code. END OF SECTION 16470 i 1 PART 1 GENERAL SECTION 16471 PANELBOARDS 1.01 DESCRIPTION Provide all panelboard equipment, dead front type complete and fully operational. Conform with U.L. 67 and NEMA PB 1.1 current revisions. PART 2 PRODUCTS 2.01 MANUFACTURER General Electric, Westinghouse, Square D, IEM, Inc., Cutler Hammer. 2.02 SHOP DRAWINGS A. Prepare and submit for review prior to manufacture; include front view, dimensions, device sizes and layout, list of nameplates and all other information required to demonstrate conformance with contract documents. B. Dimensions of panelboards shall not exceed those noted on or scaled from the contract documents. 2.03 PANELBOARD TYPE A. Panelboards shall be rated at proper voltage and current for intended use with bus bars of copper or aluminum. Panels shall be 3 phase, 4 wire, 100 percent neutral, unless noted otherwise. Provide multiple lugs where conductors in parallel or "feed through" or double lugs are shown. B. Busbar to busbar connections to be bolted. Conductor connectors shall be bolted to busbars using Grade 5 bolts, belleville and flat washers. C. Panelboards shall have a separate ground bus bonded to panelboard cabinet. 2.04 CIRCUIT BREAKERS AND FUSED SWITCHES A. The following interrupting capacity shall be considered minimum. Other ratings shall be as shown. U.L. short circuit rating shall be indicated on panelboard. 208Y/120V Panelboards 10,000 AIC symmetrical 480Y/277V Panelboards 14,000 AIC symmetrical Fusible Panelboards 100,000 AIC symmetrical B. Circuit breakers: Conform with UL 489, labeled for 75 degrees C. conductors. Mount breakers in all panelboards as indicated on the panel schedules. Pre - threaded, bolt on type only. Provide common trip on all multiple pole breakers. 16471 - 1 C. Where shown, provide spare breakers or fused switches, complete for future connection of load circuits. Where "Space" is indicated for breakers or fused switches, provide all bussing and mounting hardware in the panelboard required to accept the devices. Provide steel knockouts in dead front metal closure of unused part of panel. If any steel knockouts are removed, provide breakers in such spaces or approved coverplates. Open spaces not permitted. D. Where 15 or 20 amp circuit breakers are intended for switching loads they shall be of type rated for switching duty and labeled "SWD ". 2.05 CABINET AND FRONTS A. Flush or surface, as noted. Tight closing doors without play, when latched. Where two cabinets are located adjacent to each other in finished areas, provide matching trim of the same height. Where a remote controlled switch or contactor is mounted in any panelboard, mount on same frame as panelboard interior with screw retained access door in dead front shield; common door over circuit breakers and remote controlled device. B. Where space is shown provide cabinets of sufficient dimensions to allow for future expansion and addition of devices within the panelboards. C. Finish. Provide factory prime coat for cabinets to be located in finished areas. Where cabinets are located in unfinished areas, factory standard lacquer or enamel finish, gray or blue -gray color, shall be applied over prime coat. 2.06 SYSTEM OF NUMBERING AND BUS ARRANGEMENT Shall be as noted on the Panel Schedules. 2.07 NAMEPLATES A. Provide engraved phenolic nameplates per Section 16100 and permanently attach to each panelboard front. Nameplates shall include panel name with 3/8" letters, area served, voltage, phase and wire (e.g., 2N1, 208Y/120, 3 phase, 4 wire or 4P, 480Y/277, 3 phase, 4 wire) in 1/4 inch characters. When project has more than one switchboard include the switchboard fed from (e.g., Fed from SWBD. 4BP). B. Nameplate color shall be: Emergency system - white letters on red; Normal system - white letters on black. PART 3 INSTALLATION SECTION 16471 PANELBOARDS 3.01 MOUNTING Secure in place with top of cabinet at 6' -6" above finished floor, unless otherwise required or shown. Top of cabinet and trim shall be level. Firmly anchor cabinets directly or with concealed bracing to building structure. When panels are not located in or directly on a 16471 - 2 SECTION 16471 PANELBOARDS wall, provide a support frame of formed steel channel which is anchored to the floor and ceiling structure. Interiors shall not be installed until structure is totally enclosed. 3.02 WIRING Shall conform to applicable sections of these specifications and NEMA PB 1.1. Conductors and terminations shall conform with 16120. 3.03 CIRCUIT INDEX AND LABELS Provide a typed circuit index with odd circuits on left and even circuits on right, listing each circuit in the panelboard by number with its proper complete load designation, (i.e. Receptacle room , lights room , etc.). Room numbers or other designations shall reflect actual identification of the room as assigned by the Architect at completion of the contract (assigned room numbers may differ from drawings). Mount with a transparent protective cover inside cabinet door. Provide number labels on circuit breakers to match the index. 3.04 WORK CLEARANCE Verify space available with equipment sizes and code required working clearances prior to submittal of shop drawings. 3.05 GROUNDING Provide per 16450. 3.06. FEED THROUGH AND DOUBLE LUGS Provide feeder with amperage equal to the incoming feeder to all panels fed via feed through or double lugs, unless shown as larger. 3.07 DEDICATED SPACE Panelboards to be located in dedicated spaces. Coordinate work so all piping, ducts, etc. are routed around all dedicated spaces above and in front of panelboards per code. END OF SECTION 16471 PART 1 GENERAL 1.03 FIXTURE VOLTAGE Fixture voltage to match voltage of circuit serving the fixture. 16500 - 1 SECTION 16500 LIGHTING 1.01 DESCRIPTION Provide lighting for building additions system complete and fully operational. Conform with code and U.L. listing requirements. 1.02 FIXTURE SCHEDULE NUMBERS Are a design series reference (not a catalog number) and do not necessarily represent the number, size, voltage, wattage, type of lamp, ballast, finish trim, ceiling type, mounting hardware or special requirements as specified hereinafter or as required by the particular installation(s). Verify these requirements and order fixtures as required to give a complete and fully operational installation per the contract documents and per code. Provide fixture to correspond with the number of lamps, wattage and /or size shown on the drawings. 1.04 SUBMITTALS Include certified laboratory test report. Original material, neatly and clearly marked to indicate fixtures and ballasts fully comply with contract documents. When substitute fixtures are submitted (if permitted) the data shall clearly indicate that the substitute complies with every detail of the specified fixture. PART 2 PRODUCTS 2.01 METAL PARTS AND HOUSING A. Interior Fixtures: U.L. listed, steel or aluminum with 300 degrees F., baked enamel finish, brushed aluminum with baked acrylic clear lacquer finish, or stainless steel with a brushed finish, manufacturer's standard color unless specified otherwise. B. Exterior Fixtures: U.L. listed for wet or damp locations as required. Constructed of corrosion resisting metal, (non- ferrous, aluminum or stainless steel) and in all cases suitable for outdoor service without tarnishing or other damage due to exposure. Gasketed for bug tight operation. 2.02 LIGHT TRANSMITTING COMPONENTS Shall not yellow with age. Unless noted otherwise, shall conform to the following: H.I.D. fixtures as noted. Metal Halide and High Pressure Sodium Vapor fixtures shall have tempered glass lens or approved unbreakable lens with .187" minimum thickness. SECTION 16500 LIGHTING 2.03 SPECIAL PARTS A. Provide adapters, plates, brackets and anchors where required by construction features of the building to suitably mount lighting fixtures. All such appurtenances and mounting methods shall be reviewed by the Architect prior to fabrication and installation. 2.04 CANOPY Provide for each fixture or hanger except where fixture conceals the outlet box directly without a canopy. 2.05 LAMPS A. Manufacture: General Electric, Sylvania, Philips, Venture. B. Provide for each fixture in the exact number and type for which the fixture is designed or as noted. C. Fluorescent Type: Bi -pin, T -12 rapid start; color warm white unless otherwise noted. D. High Intensity Discharge Type Metallic Vapor - 10,000 hours life minimum, phosphor coated. High Pressure Sodium - 24,000 hours life minimum, coated. E. Reflector Incandescent Type: 125V, filament lamps rated for 2000 hours of life. 2.06 SOCKETS A. Fluorescent - Suitable for lamp type employed. B. H.I.D. - Porcelain, mogul base. 2.07 BALLASTS AND WHIPS - FLUORESCENT FIXTURES A. Standard application for all fluorescent fixtures: 1. Suitable for lamp type employed. 2. UL and CBM (where applicable) labels, non -PCB, Class P, high power factor type. 3. Universal Super Low Heat (SLH), Advance Mark III -1, or Valmont Valmiser (for 430 MA rapid start). Secured with bolts. 4. Each ballast individually protected by an in -line GLR fuse in a Bussman type HLR fuseholder. 5. "C" sound rating for 430 ma. sound rating for 800 ma. sound rating for 1500 ma. 16500 - 2 SECTION 16500 LIGHTING B. Low temperature and /or outdoor application. Provide ballasts suitable for low temperature where fixture is located outdoors, in freezer or refrigerator or other location where space ambient is expected to be below 50 degrees F. 2.08 BALLAST - HIGH INTENSITY DISCHARGE General Electric, Jefferson, Advance, Widelite, Universal. Constant wattage (CW) or Constant Wattage Autotransformer (CWA) HPF type (minimum power factor 90%), non -PCB. Provide "low noise" or "extra quiet" type ballasts for each luminaire. Noticeably noisy ballasts to be replaced. Each ballast shall be individually protected by an in -line fuse in a Bussman fuseholder type HLR for 120 and 277 volt, type HEX for 208, 240 and 480 volt. 2.09 HANGERS FOR PENDANT FIXTURES Painted rigid raceway type, with not less than 5- thread engagement at each end, consisting of painted steel pipe, with brass or aluminum tubing casing, or painted tubing not less than 0.040 inches thick. Provide swivel -ball aligners for each pendant. 2.10 EXIT SIGNS A. Unless shown otherwise to be universal mounting, universal arrows, green letters with single or double face as required. See "Fixture Schedule ". Fronts: Cutout stencils made of minimum #20 gauge sheet steel or sheet aluminum with green glass or plastic back of the cutout; mount fronts either on concealed hinges or pull -out type with chain catch. Removable cutout arrows to indicate direction of travel. PART 3 INSTALLATION 3.01 LIGHTING FIXTURES, GENERAL A. Mounting height from finished floor to bottom of pendant fixture or center of outlet box for wall fixture as noted or verified with Architect. Verify mounting provisions and other requirements prior to order of fixtures and provide as required. UL listed for the application and location in which they are installed. B. All finishes unmarred upon project completion. All damaged finishes repaired or replaced. 3.02 DIFFUSERS AND ENCLOSURES Install lighting fixture diffusers only after construction work, painting and clean up are completed. Remove all dirty lamps, reflectors and diffusers; clean and reinstall. 16500 3 SECTION 16500 LIGHTING 3.03 SUPPORT OF HID FIXTURES A. .Surface or pendant type: Attach to heavy formed steel straps attached to the outlet box by means of threaded stems with locknuts, or directly to the outlet box where the fixture is specifically so designed. 3.04. SUPPORT OF FLUORESCENT FIXTURES A. Surface mounted type: 1. Continuous Runs of Fixtures: Straight when sighting from end to end, regardless of irregularities in the ceiling. Where fixtures are so installed, omit ornamental ends between sections. Pendant Mounted Type: 1. Provide strong back channel entire fixture length unless fixture is designed specifically for supporting itself. Continuous Runs of Fixtures: Straight when sighting from end to . end, regardless of irregularities in the ceiling. Where fixtures are so installed, omit ornamental ends between sections. 3.06 EARTHQUAKE SUPPORT OF FIXTURES As specified for incandescent fixtures, except where special provisions are required . for ballast arrangements; provide access to ballasts in all cases. Provide one earthquake chains as noted above for each fixture. 3.07 CEILING FIXTURE SUPPORT Where structure . is of insufficient strength to support weight of lighting fixtures installed, provide additional framing to support as required. END OF SECTION 16500 PART 1 GENERAL SECTION 16920 MOTOR CONTROL CENTERS 1.01 DESCRIPTION Provide additional section(s) on existing motor control center (MCC) equipment complete, dead front type. Conform to UL 845, current revision. PART 2 PRODUCTS 2.01 MANUFACTURE A. Square D. B. Additions to existing MCC's shall be same as the original manufacturer. 2.02 SHOP DRAWINGS Prepare and submit for review prior to manufacture; include front, plan and section views, complete wiring diagrams, device sizings and layout, list of nameplates, types of washers and bolts, bolting templates, feeder entry provisions, and all other information required to demonstrate conformance with contract documents. See 2.04 below. 2.03 MCC STRUCTURE A. Shall be freestanding, one or more vertical sections bolted together to form a single assembly. A removable lifting angle shall be provided at the top and bottom of each control center. Enclosure shall be NEMA Type 1A unless noted otherwise. B. Shall be front access only unless noted otherwise. C. Finish: Factory applied; standard gray on a rust inhibitor primer coat for all exterior and interior painted surfaces. 2.04 MCC DIMENSIONS A. Overall dimensions to match existing MCC. 2.05 CONTROL CENTERS A. Shall be U.L. listed NEMA Class I type B with unit terminal blocks only. Terminal blocks shall be individually removable from their mounting channel, and labeled. B. Shall contain motor controllers and accessories as indicated on the drawings and required herein. Shall be 480 (208) volt, 3 phase, 60 Hz. unless indicated otherwise on the drawings. C. Shall have adequate space and lugs to accommodate the incoming feeder size and type shown on the drawings. D. Wiring within MCC shall conform with Section 16120. 16920 - 1 SECTION 16920 MOTOR CONTROL CENTERS 2.06 MCC BUSBARS A. Shall be distributed by means of a continuous horizontal bus with amperage rating not less than incoming feeder capacity. The bus shall be braced for a short circuit capacity of 42,000 amperes minimum unless shown otherwise on the drawings. Bus shall be isolated and insulated from wiring troughs and other working areas. Provide bus barriers to shield horizontal and vertical bus from accidental contract when individual starter units are removed. B. Busbar Joints: 1. Busbar to busbar shall be bolted, lapped and silver or tin plated, having low contact resistance and low temperature rise. Bolt using Grade 5 bolts with belleville and flat washers. 2. Cable connectors shall be bolted to busbars using Grade 5 bolts with belleville and flat washers. C. System of Bussing: Three phase, 3 wire, without neutral unless noted otherwise. D. Ground Bus: Full length ground bus bonded to frame rated at 25% of the main bus of the Motor Control Center. 2.07 MCC COMPONENTS MCC's shall include (but not be limited to) the following components: A. Motor Controllers: 1. Shall be combination motor controllers, fused switch type (Class RK5) (motor circuit protector type) rated for 42,000 RMS A.I.C. minimum unless noted otherwise. 2. Shall be full voltage non - reversing for NEMA size 3 and under. Starters larger than NEMA size 3 shall be closed transition, autotransformer type. No starters smaller than NEMA size 1 and no half size starters are permitted. 3. Overload devices shall be melting alloy or bimetallic type. One overload shall be provided for each phase. Provisions shall be made for resetting the overload devices from outside the starter enclosure. Provide ambient compensated overload devices only when the motor is at a constant temperature and the controller is subject to a separate, varying temperature. Automatic reset overload devices are not permitted. 16920 - 2 SECTION 16920 MOTOR CONTROL CENTERS 4. Accessories: Each magnetic motor controller shall include phase loss monitor, "HAND - OFF -AUTO" selector switch, 120 volt coil, red running pilot light, green off pilot light (and associated interlock), 100 VA (minimum) control transformer with fused primary and secondary, two spare auxiliary interlock contacts, surge suppression kit and all other accessories detailed or required by the drawings. B. Unit Compartments: Shall be provided with individual front door interlocked with disconnect device to prevent opening of door when unit is energized, except an interlock defeat device shall allow opening while energized. Disconnect shall include auxiliary contacts as required for disconnection of externally powered control circuits. Disconnect shall be capable of being padlocked in the off position. C. Wireways: Vertical wireways shall be provided in each section and be accessible from the front without opening individual starter unit doors, and be isolated from the bus bars. Horizontal wireways with adequate space for pulling wires through incoming raceways shall be provided at the top and bottom of each vertical section. D. Future Provisions: All spaces shall have necessary hardware and bussing for addition of future starter units. Provisions shall be made for matching vertical section of the sarne ampacity to be added at the ends of the MCC without the use of transition sections. 2.08 NAMEPLATES Provide engraved phenolic nameplates per Section 16100 for each and every MCC, unit compartment, and instrument. For each MCC include name, voltage, phase, U.L. short circuit rating and switchboard from which fed. For each unit compartment include MCC circuit, load served, horsepower and fuse size and type (when applicable). 2.09 0 & M MANUALS Provide complete motor control center operation and maintenance manual per Section 16010, including instructions for all devices contained therein. PART 3 INSTALLATION 3.01 MOUNTING Shall be bolted to floor using 1/2" x 8" (minimum) black mild steel foundation anchor j -bolts and anchored similarly to building structure to prevent overturning in the event of an earthquake. J -bolts in floor shall be set in the structural floor and extend through the housekeeping pad with sufficient threads to attach the MCC. 16920 - 3 3.02 WIRING Shall conform to applicable sections . of these specifications. Provide feeder to motor control center and branch circuit wiring (including connections) from each controller to each motor. Provide thermal overload heaters to match motor nameplates full load amperes. Coordinate control wiring with Division 15 of the specifications. Provide all control wiring and raceway required by the contract documents. 3.03 Verify space available with equipment sizes and code required working spaces prior to submittal of shop drawings. 3.04 GROUNDING Ground per Section 16450. END OF SECTION 16920: f f f f WEBBER /SMITH Associates, Inc. Lancaster, Pennsylvania PART 1 - GENERAL 1.01 SCOPE DIVISION 16 - ELECTRICAL SECTION 16961 - THERMOCOUPLE SYSTEM A. Provide a thermocouple system for monitoring temperature in under the freezer floor. B. Provide all labor, thermocouples, wire, conduit fittings, and splicing material as required for a complete system and as indicated on the Drawings. C. Provide tie -in to existing thermocouple monitoring system. 1.02 INTERFACES A. Make connections to all new thermocouples provided under this Contract. B. Pull wire and connect to the existing monitoring system in the existing control panel. PART 2 - MATERIALS 2.01 THERMOCOUPLE EXTENSION WIRE A. Interior Extension Wire: Provide lengths as required for connections from thermocouples to the existing Control panel. 1. ANSI Type TX, copper - constantan, 16 gauge color coded. 2. Polyvinyl insulation. 3. Acceptable Manufacturers: a. Omega Type EXPP -T -16. b. Or Approved Equal. Thermocouple System 16961 - r c r t i 1. CC 1 WEBBER /SMITH Associates, Inc. Lancaster, Pennsylvania 2.02 THERMOCOUPLES A. General: ANSI Type T, copper- constantan, with 304 stainless steel sheath. 1. Underfloor Thermocouples: One fourth (1/4) inch diameter six inches long with transition splice.Teflon insulated leads, epoxy potting in transition splice for watertight construction. Provide leads of sufficient length to reach from thermocouple to junction box as indicated on Drawings. DO NOT SPLICE LEADS UNDERFLOOR OR IN CONDUIT. Use Omega TJ36- 6PSS -14U -6 or Engineering Approved Equal. 2.03 THERMOCOUPLE JUNCTION BOX A. General: Provide terminal box with hinged cover and terminal strips to connect from thermocouple leads to extension wire. . Terminal Lugs: barrier strips. 1. Use Omega (Copper). ANSI Type T terminal lugs to fit standard Quantity as indicated on Drawings. TLCO -20 (Constantan) and Omega TLCP -20 • Barrier Strips: Standard screw lug Quantity as indicated on Drawings. terminal lugs. 1. Acceptable Manufacturers: a. Cinch -Jones - Series 141. b. Kulka - Series 601. c. Marathon - Series 200. d. Beauchaine - Series 18000. barrier strips. Compatible with Thermocouple System 16961 WEBBER /SMITH Associates, Inc. Lancaster, Pennsylvania 2.04 UNDERFLOOR ACCESS BOX A. General: Provide access box with screw -on gasketed cover. Set in concrete as floor is poured. 1. Use Josam 58484 without cleanout plug, or Engineering Approved Equal. PART 3 - INSTALLATION 3.01 INSTALLATION PROCEDURE A. General: Install system in accordance with the requirements of Section 16050, Part 3. B. Mounting: Mount equipment as indicated on the Drawings. C. Identification: Tag all wires with codes. D. Underfloor Installation: Install PVC pipe sleeves prior to pouring floor grid slab. Coordinate work with trades . installing floor slabs, insulation and underfloor heating piping. 1. Run steel conduit as indicated from each underfloor . thermocouple to the junction box. 2. Run exposed steel conduit from the junction box to the existing Control Panel. E. Connect new thermocouple cables to the existing themocouple monitor switch bank and make any modifications required. 1. Existing monitor switch bank: a. Transmation 311S(0-30, 310 series, 30 points for Type T thermocouples. Phone: (716) 254 -9000. Thermocouple System 16961 - 3 PART 1 GENERAL 16999 - 1 SECTION 16999 PROJECT CLOSEOUT 1.01 DESCRIPTION Summary of procedures and requirements for project closeout of electrical portions of work. Conform also with other portions of the Contract Documents. Final payment to Contractor is subject to full completion of this Section. PART 2 PRODUCTS 2.01 RECORD DRAWINGS Reproducible Mylar, Xerox drawings. See 16010, 1.10. 2.02 ELECTRICAL EQUIPMENT OPERATION AND MAINTENANCE (0 & M) MANUALS Hardboard, screw post, imprinted covers. Tabbed dividers between categories. See 16010, 1.11. PART 3 EXECUTION 3.01 REQUEST FOR FINAL PUNCH LIST To request a final electrical punch list, forward a letter to Sparling & Associates, Inc. stating; "The electrical work on this project is complete, all punch list items to date are complete, items 1 - 14 in Section 16999, 3.02 are complete and the project is ready for final punch list observation ". 3.02 JOB CLOSEOUT PROCEDURE A. Perform the following procedures for project closeout of electrical portions of work: 1. Perform testing, tests and documentation per 16030. 2. Provide engraved nameplates on electrical equipment. 3. Refinish electrical equipment finishes which are damaged. 4. Clean up per 16100, 3.05. Clean all parts of lighting fixtures. 5. Color code junction boxes per 16130. 6. Provide spare fuses and cabinet per 16180. 7. Type panel schedules with actual "as- built" circuit descriptions. 8. Number all circuit breakers. 9. Obtain final electrical inspection. Include copies in 0 & M manual. 10. Give written one year warranty in 0 & M per 16010, 1.09. 11. Furnish Record Drawings per 16010, 1.10. Obtain signature on Job Completion Form. 12. Furnish 0 & M Manuals per 16010, 1.11. Obtain signature on Job Completion Form. 13. Give instruction periods to owner's personnel per 16010, 1.12. Obtain signature on Job Completion Form. 14. To request final acceptance of project, fill out Job Completion Form in 16010, 1.13 and forward to Sparling & Associates. Note: If inspectors have not signed form, a copy of signed -off permits will suffice. 15. Include with Job Completion Form, a copy of the final punch list with the word "DONE ", and the date, and Contractor's initials after each item on the list. END OF SECTION 16999 SECTION 16999 PROJECT CLOSEOUT PILE COPY l Understand that the Plan Check approvals are 1ub.(rct tu' and - omis Sloris and approval at p lans does: not.aurNhorize the violation of any adopted code or,orcfinane, • Receipt of contractor's � OPy of approved plans a;:;iuiowk.tdged, sv t,z(l c.2 ate' RECEP, CITY OF TUKKWILA So 1'Erpwir CENTER CALCULATIONS MBF; INC, • CONSULTING ENGINEERS SEATTLE, WASHINGTON 98121 PHONE (206) 727 -9600 COVER SHEET BY: DZ F,44. REMOVRD AUO27 MAHAN & DESALVO, INC. STRUCTURAL CALCULATIONS FOR Mhoo MGd 414a40 Kti i�l• . &ZIG/ lost a (ni "8 1 , I rtAe. - 681.17% -'t tik1'AMOIdtiJ 4. r I r t MBF, INC. • CONSULTING ENGINEERS SEATTLE. WASHINGTON 98121 PHONE (206) 727 -9600 JOB ,NO.. 4v. o 4 DATE: 1,1 , ucf, o COVER SHEET MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 TABLE OF CONTENTS ASSOCIATED GROCERS FREEZER WAREHOUSE EXPANSION STRUCTURAL CALCULATIONS Subj Page • Slab SG1-SG2 II. Foundation F38 -F44 III. Roof . Diaphragm 2L -3L .` 5L -6L 16L -17L . Roof Details D30 -D31 V. ,Tilt -up Wall Connections 17C -18C : PHONE (206) 727 -9600 •: FAX (206 727 ) .96 PROJECT A i 4 - T • F . r ? C A 12n e - E : 1 21 - , k V \-1 P.OQ 1'T 100BY CLIENT G10 Pr DATE 'al \ 1 9 C) JOB NO. a) O.0• PAGE 16 OF 17 - r-(P) c 1. 2A CAL = 3- 2> x. 2=. -o 2� CU1. t• r. Lo /rO = I .a MP W/ 10 T2•1 (� 3•� 9 Pc G'C.. L.,O Pr D - 2b . O - 4 .) 1 °t oa of; c. A r3 oft-iz..C) 27) -.) I� �= s Ai• T. 1.0 ICS l,3 ✓ GS= 6 (6):1 Y..1 .14' 1.� - D.14 k = 2. cbc' P €- 9.. (3) LGVuP iE M r �' -o . t & MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 N r� i✓ •• 7 ' , S' -o • / M R.. C2 3'-� �(2 -f- S.X,°1. llo1X X )CC),)Sp� 4(2.( - - 5E2. 4S Nla...= 1.Sr'1d 5 SD) M 14>C • °DLL) rJ Lu P02 D 1 _t)•A.cD Fob.. FAN C.►-& I t`JC-7 Sr l e a w prx. = 1 v &g-,Q , IT( 1- 4 a. F1- y3. £ .CI 7 r] L �2� ± 3244- 4J 4 •4o�DC� , (206) 621 -2400 FAX 621 -2412 1.4 c 32,44 -d "c. 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CI /2912 S ,1c - I. 7 2'1.99 b -F- IS. I -. 4.. 2,sD t 1, 1 i1 (=n sTER_ (206) 621-2400 FAX 621 -2412 • PETIF MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT Ar -i A - rCc,D CLIENT CtJPt F� oGst( 13 Pub,_, �►. (-- so(_.RR- GPI. LC.- l.v `TE. UL`fl M, OT E t' C-14 LDA,[.) �L = (1.,4X,6c -�- �,1 ) -t U '? x ,2.SS6 +1 5 lot �� r� �, ; �C 1 �-t-c� -t- 2 . Ila t a) = 2>+ 4ck (s i 1.126 (2+ 1.12S At-' s.Gav> 4 USE \L.-- . C..G,g* 401) ©. OS Doc. tet-.b92›8 8 (6.I.c>G=I =-a 2L1 CAt"C.0 vent/IA -1'E 6E FRtL) (206) 621 -2400 FAX 621 -2412 BY rJ DATE 7 ek) JOB NO.99 p PAGE ,e1.• OF L 14 so. S - 8. IDC -4- 14 S + C.1:7X.2 -+-1, 3Cc? 2t. z 2�3Cc0 (4 � ilzi) --- -G avE.F= ' �v. ■ IJ) 31F MBF, INC. ENGINEERING DESIGNOF STRUCTURES P0. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT p Gjsz:).C-.1 -pc 1 CLIENT Gt-) (t , 3 US 4 - 4 , < - - 4 - E x. t.STt K Feb t 1Jb ►...1 v.. 4 G CAL. 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ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 981Q4 u) -41 I Z�L it 1 BY DL,7 DATE 7 /7/10 OIOB NO. 9O p z 3 (.1.. PAGE (<4.3 OF v 02 �J ti V � l 2 4 O. a 2 d -2 kP 3 (206) 621-2400 FAX 621 -2412 0 H MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 • PROJECT ASS06,1 14' e,0 CLIENT GIJ t" fix. l5`z" I tia� STO.sX.TU�E 1 0 e �11 03 T' ( S-tPLL € OF? L,( A SuP 5 - r l c - ►��C� Pct, SPECS Zt, 'FCp cc)N1c_p_ - fe "TQ 31`15UR G LINA l f -r-1 P 1..c CE*i ►• BY p L DATE ( // e) 0 JOB NO. 90,034, PAGE ..4•t1oF P ft. At.J l G - x (a • (206) 727 -9600 FAX (206) 727 -9610 t - ,_t -�, -ar- PROJECT F 1 P- fL) CLIENT K ).(a- s RIF MBF, INC ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 . CL:). K.V.) Ec, I C)nJ Fag- 922 - ' �� 2 00 L RP- -ZtJ6 ,I TO GP,�041J3 113 - r USE c-c- 1"Tlc>. fv5-- u E v 3 E Fob 7 g epo 3 � . f2 uc.- r 1 0L 0.7 r� Q 143D BY �� DATE -2// 1190 JOB NO. CQ,p34.. 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Z *74::L4 L1 ' wool. ti t1.W y3, t� x7 244 o2Z1'" opt. 2 < I '?." 10i/r 0/ 3-. 1 " + • H0, 73,r t —w Io.Ps• /z = S.y2s" $dtl'bkt01' p, II 6- tzewitIrrrN fvt eAst-F-rry (206) 727 -9600 FAX (206) 727 -9610 l to foKce „ s 0, 371. 1 " :Lc, Op 4S 1o, t; Le 44)r.) N rime N e "A' lb icgy l AI&Jcat1.- bol.rs 11,40 A LS' II e• ►tJ P vt,t-,, (S".04") 3 i>\-Ts _ itr AIL LP kz'i r-y s 3 (VA) = Z ToN51oIJ DP it /01,64, • pe ( ) 1o /62.i j .)0 iFj:, °.0000 4/Cv? WHrAE L Ib,5 " p' 3 /14. Colin) Cil a : •z,18 IC/„ itoLwXZ = 101' l os art. -wps o,.) bN tom .4-0;===;--... 3I3A, FIo3.r)` $ENbw1. of ft "41, " vi hisiy (.1,333, : d,rLB +M % s 0 ,, 4 , 4 11 Vie ( 4' r. Aim. s 3 14 4 * (16• ;L•Z -r 4116K " (.IS 141 ( u1 WC7 PM: i".1 Ft ?c= o,11.)(1 2.,1c) ? � > F:•) -1.'. • PROJECT CLIENT oti b Dorf • I ".rI '( i4iO4 v,i,4. .t.; Lo ._'74 1:0N : G'1r'. ' p MBF, INC. • CONSULTING ENGINEERS 0 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 , pry t7FrA7L. J , @ N 1 psp fµt oP I, o$/_ {7r Re - Grr 4.4 r� A e+DW4Nivc, 'tarts rot f-4 14- 1-Fewc G/h'. I* b v,-n It 64 31.50 all PP 1 1,0 = 't - rte o r T= 20 , 45 :: tO z u4CPa 7o, 103 v- BY /,[i DATE ?21`A, W JOB NO. "isb39 PAGE 1'PF Z a Loolovu @ Top Am.j P Th Cr `t Y4." ",c 24" x 1 I li. 0 N- 1031- (3,r) � s D,,sb S = I')/F4 (1,323y 1 SA,02 o, 5"oI or / h.» f (206) 727 -9600 FAX (206) 727 -9610 15o g 11^1it ow . 01.1 ift." E . X 10/ A t .610 -43 fru : G, SG <. Ys 0. +5 a' c1,3,) : 12-7.rk ep f r t , L • i iIWOF1 ' E 4 T 0 L kiNIA,) LOCO • 04( 0 78, k . Co#iid, .1.ti.t. =Fc = (0,5 - 1,xa,L'47)= a, . 10 4 5i 24 (0,311)X1 1 /0 61 Si„ 1 4.. 1 ' a LINGe. ao'rroi C II J, • 3- I'' )-s' aoL-rs c,� • zz, ! K � vontr (Alt. 4i f D, �{>✓� (t 7 L) = 0, q(34)044 X 2 1,r) - &to."' - eilliolJ = v(o.0 (3(►oor4 3 . (" V • 4 4 • PROJECT Act VJ .i CLIENT MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 , SEATTLE, WASHINGTON 98121 oithrevaop 0( JOB NO. GI op34. PAGE I /tF F, ti 1 ;tE D LE;N uni We LP troIL ' A (Z)' itr 041 F96t46 .:1) t,A. D h "1 ,G / gPertS R. . 1,333 (21rSi )(d/3x2wu.42s) (0,707) Liu Rn2't = ( 5 U, '. /z )/ I;, .2,►y Z. 144-" U S5 I.eNI Tw r : 6taLrt aY = (2.S snag f pe-n+<) LI. 5rucc) ( j ,41. /6c.si' 1 7," Iraq 3'' f PAW Al" A-QtrL U Se G 3" (206) 727 -9600 FAX (206) 727 -9610 BY ilte DATE t fri 0 3 , aAlcr trisc, uas 4b, ' IGICIJK, JLr1.E _Reiovlt ' it) , 4t t,165 } % O. b al'n A : pyr : 56./ /o.wr 2, 0. I.EL)&T4 of Au es LE - 6" au Dwt,- art~, 8 4; = d/ y = 0.4-31" .i � , 'r"' Av 6. t,E L - 'I. 2 /0 /y) ` 7" USE L ��' x .5 x 3 x (iifr iJ t.xr 16) e w • i MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 e SEATTLE, WASHINGTON 98121 (206) 727 -9600 FAX (206) 727 -9610 PROJECT key- tdirete 4 BY DATE l CLIENT JOB NO. ' O 3 4.- PAGE 18 G OF lever - of RimofL.N fvg I.) l- CC:NN. L o,i) Cb,1v'1) (- 44) k 4.a nJ - 514 Fc+z 3 /5 4 L I.,,,,; 5 6,12(o - -1,I(" L.ISE Ib'' u, sE L 3 /e. 1 17_ 1 ' t a " 64.1+ ) • uSE 3' c*-• X gu 1 0, ) ) ;- �� t 1,5 4, 5 " 4 it 51/1 e iU tit-t5U tp Gaf11°(lelsiOkJ 1rENovsf& 0 , r nt. bUS o f PLAP& G /Lo (1.333V L•Eu611.4 I2" in �aC 7-31F MBF, INC. • • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 ( SEATTLE, WASHINGTON 98121 Sub .. Tilt Wall Panels II. Roof Diaphragm III. Roof Framing IV. Roof Details A. General B. Existing Corbel Check V. Foundations Existing Wall Modifications TABLE•0F CONTENTS Existing Pilaster Removal . Seismic Shear Check at Grids "E" and "G" PHONE (206) 727 - 9600 • FAX (206) 727:9610 ASSOCIATED GROCERS. FREEZER WAREHOUSE EXPANSION STRUCTURAL CALCULATIONS ' Page 1 -63 1L -15L 1GL -15GL D1 -D22 1C -16C F1 -F37 P1 - P64 SW1 -SW22 1. Computer. Math Model 66 pages PROJECT BY DATE CLIENT JOB NO. PAGE I OF Fe crez GDOLW e ge) Man d IF MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 3 000 11 / d use- .4 I3.6 zr "Se'7 A-I &Mr op fri 0 ,I,C .' 1,41 WOur AA Alp e'i.t .2(4 /r..49 .521 /.tc 2T' .744 /s4q .•)3/r. le Ci 1 'l• *Sea+ /oZ.3 7. "5't7' /t. ''Sel3 AS /d .an /3Qa .ssi f � 'se/o'& (206) 621 -2400 FAX 621 -2412 400 0 U - at v Se/o a 7 + 71-.8 9B.8. _�� .35¢/S744 't' e/d/ &L 02.0. BB,2 y o ,z & /S.4 4 'S't/LEio 73,0 9� 148.79. _1I, /3,06 & Ss 7r/i. 1124. ,571 /2.41-r 'Tel /0S; 7 �. ioa, - ) ,3l2 /.0 '.se/0 seat %. 'f& Cry mica /. are C+• /472 9. 99.1 7. s ia Ns 7Sp 7. 1 39: 2 - 12 0 .744/S4 "SdEL 124:87. 118. ?• .43 /cog "s er /er+c.sx ,744/5":44 'se m* ma./ 7. .43 /S: 44 /Sr, 9 "a, l l l l i MBF, INC. ENGINEERING DESIGNOF STRUCTURES P.O. BOX 4010 .. SEATTLE, WASHINGTON 98104 PROJECT BY DATE CLIENT JOB NO: PAGE Z OF ' Gaote't a 0 � ►O' xrL' 4.4110414 geoeoiMt a *Id./ , 1 80 - 5 T /..9►c.a. a 3 4 -4i ' Tel6* 8 .00 ►Woo, 0. I 7o.o i :Pty c.4. -° a1L.SP fogs a = 5 CS.27t) WA+I p` pue ` 8e .Pa' (Be; "Rh 7t4') s..c.", •■•• 9oe400- eta PT 441 " V = o a c i )07) Sear)? eo..1410 l � 5 3 `� �q1 13' /1 - T G.S d. 3,2.S �' m 0.1 W'... `lfr H- R v "` q. a 's ' "0 4. Cit. r ►V' '' 121 R env* &' Ma" 49•J(%t aru, g 4).004 9 - S -o .iS' 2 ,*$ - teIIP'7a' c+r n Coo t-Ot a 41 . y, X43 ._ Roo? r r,•-ft. 4o Roar •a. z O 400%4. C. • So nI• � 677-2. = 3.222. u�o• SF$ zsr 14, 4.•t `8C w • , ,,, • ZS$ 43t. s4►s.ir zap 4 9 . 2 s � G a8 t x z.s'zB mow 41z. Wes^ 53,7 u,wM' 243 ef • 45:7 (206) 621 -2400 FAX 621 -2412 Se,c07, C E. 0 •s,Ts C., D,76 ✓4 0,24 - tut a 18 PSF 6)1 la a.7 "11 A.N ir PROJECT 4 c -,44T 6 „l eoi • l j t. BY DATE CLIENT ° »'j - boo" • JOB NO. PAGE 3 OF FASE La t. t Z 8 h 43q or- ("" •. n8002DO,l tau+'! » e 614O /$ !�M't C. Pt` OF m o'cot. Pv C IF MBF, INC. ENGINEERING DESIGNOF STRUCTURES P.O, BOX 4010 • SEATTLE, WASHINGTON 98104 .J 2G f2, S'DD. AO" QCMVJAS O Poo f•- !ei Qr ,333 7S 'u 341 /3B! 0405,0 . 1.11. t�•J e..11V104e4dee a JJJ't A 7.75 13re G wwf 602 Roop 0 c. 4 Ro od b Wit OL - L et" ? a& H- 4 4- 21 Z, S' G z s." � s D e _ a. so P i.o. ? Ga izt ,r 7 /r - 2. 4.2 cc. ar'r' e�s '. 5.PC 444. 14,1 132.7 �r 42.1 Ot' Zoo a.44- .5; S.73* Irv. !v2 J b ,/L.3-6' S.0.^ ao- M (206) 621 -2400 FAX 621 -2412 368 €K0 173 /t? c c Associated Grocers Warehouse Expansion 0 DATE 05 -08 -1990 WALL HEIGHT= 434 INCHES WALL CONSTRUCTION= CONCRETE ...___. SPECIAL • INSPECTION IS REQUIRED PHI= .9 F' C= 3000 FY= 60000 PTD= 40-4=89 PTL= w50-N-BS ECCENTRICITY=- ) PWALL= 1591. PTU= .105.7 LBS PWU= 1670.9 LBS PU =. 1776.6 LATERAL LOAD= 3 :=e sS/f T E= 3122018 N= 9.3 B= 12 t.25 , -°D'ei0'171:825 AS= 'GROSS= 381.078 'CRACKED= 35.139 MODULUS OF RUPTURE= 273 PSI MCR= 28699 IN-LB SERVICE LOAD MOMENT= 44351. IN -LB SERVICE LOAD DEFLECTION @ MID- -HT= 3.273 MAX SERVICE LOAD DEFLECTION= :3.038 STRENGTH CHECK NOMINAL MOMENT STRENGTH= 98069 IN-LB PHI (MN.) = 88262 IN-LB APPLIED FACTORED MOMENT= 66865 IN-LB RATIO O.F. F'H I (MN) /MU= DEFLECTION AT FACTORED LOADS= 7.295. f'4 DS o T`LesT PO..r, ,.- r L 9PA J P4 Ess AO. J i} ec.JT '7b 1 ✓ IrrovS c y Associated Grocers Warehouse Expansion Freezer at grid 28 0 DATE 05 -08 -1990 WALL HEIGHT= 474. INCHES WALL CONSTRUCTION= CONCRETE SPECIAL' INSPECTION IS 'REt UIRED PHI= .9 F Y C= 3000 FY= PTD= 40 LBS PWAL.L= 144E F'TU= A.05.7 . LBS LATERAL- LOAD E= 3122018 N. B= 12 STRENGTH CHECK T= 7.2 60000 PTL= 50 LBS ECCENTRICITY= C� PWU= LBS/FT 9.3 • �ti D= 7.625 AS= I CRACKED= 28.08 IGROSS= 381.078 MODULUS OF RUPTURE= 273 PSI MCR=': 28699 IN -LB SERVICE LOAD MOMENT= 39903 IN-LB SERVICE LOAD DEFLECTION'Cd MID -HT= 2.984 MAX SERVICE LOAD DEFLECTION= 7.078 NOMINAL MOMENT STRENGTH= 75376 IN- -LEA, PHI(MN) _ 67878 IN-LB APPLIED FACTORED MOMENT= 61727 IN-LB RATIO OF PH I (MN) /MU= 1.1 DEFLECTION AT. FACTORED LOADS= 1519 LE +S PU= .1624 VO .36 Associated. Grocers Warehouse Expansion `y> DATE B= 12 05 -08- 1990 WALL HEIGHT= 421 INCHES WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS REQUIRED PHI= .9 F' C= :000 FY= 60000 PTD= 4 ---t--R13 F'TL= - 1."'z...- 5; ECCENTRICITY=-.61-3--75 . . P'WALL= 154 F'TU= 449.4 LBS PWU= 1620.8 .: LBS PU= 2070.2 LA1 ERAL LOAD 19..8-.LBS/FT E= 3122018 N =. 9.3 SERVICE LOAD MOMENT= 43394 I N -LB SERVICE LOAD DEFLECTION C MID -HT= 3.016 MAX SERVICE LOAD DEFLECTION= 2.947 STRENGTH CHECK NOMINAL 'MOMENT STRENGTH =' 93965 I N--LB. PH I (MN) = .: 84568 IN--LB APPLIED. FACTORED MOMENT= 66500 RATIO OF PHI (MN) /MU= DEFLECTION AT FACTORED LOADS .D= -e ;625 AS .`465 I GROSS = 381.078 I CRACKED= 33.;877 MODULUS OF ' RiLJPTURE= 273 PSI : MCR= .. 28699 IN-LB 2 .3 7. > 4s .W ?7)/ a W; cotes ■ a Olt.) .S1 P Pe.J c Eepe -eI aF- V ) LaPr ' 'MILS - SA $" orb Warehouse .Expansion grid.- 18- 4:Eas -t side of°man door WALL HEIGHT= 421 INCHES WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS REQUIRED.; PHI= .9 F' C= 3000 FY= 60000 F'TD= -"255 JLBS F'TL =319 LBS ECCENTR I C I'IY 5.375 PWALL= 27.15 PTU= 674.4 LBS PWU= 2472.1 .2 LBS LATERAL LOAD= 29•:.7. LBS/FT E= 3122018 N= 9.3 Associated. Grocers Freezer.. -�.C� grid..A & DATE 05 -U8- 1990. B= 12 IGROSS= 381.078 MODULUS OF RUPTURE= 273, PSI MCR= 28699 IN -LE + . SERVICE LOAD MOMENT= 64791 IN-L8 SERVICE LOAD DEFLECTION @'MID --HT= 2.912 MAX SERVICE LOAD DEFLECTION= 2.947 •STRENGTH CHECI• T= 7.25. F'U= 31.95 ..7 I CRACF :.;ED= 86.859 NOMINAL MOMENT STRENGTH = 152962 . .11\11.B PHI: (MN) = 137666 IN--B APPLIED FACTORED MOMENT= 93168 RATIO : OF ' PH! (.MN) /MU= : :L: , 49.: DEFLECTION AT FACTORED .LOADS= Associated. Grocers Warehouse Expansion Freezer •@ - grid -A - 8 . grid . 18 West side of -man-door DATE 05.08- 1990 IL WALL HEIGHT= 421 INCHES WALL CONSTRUCTION= CONCRETE. SPECIAL ' INSPECTION I S REQUIRED PHI- .9 F ' C= 3000 FY= 60000 F'TD= 200 , LBS • PTL= 246 LBS S ECCENTRICITY= '5.375 P'WALL= 4789 a PTU= 523.6 LBS PWU= 1.878.7 L..BS F'U= 2402.3 LATERAL LOAD= :.234:- LBS /FT E= 712 2018 N= 9.3 al i t 1 t t l t 8 =, 12 T- -•t7 -. 25 D- : 5.44 AS= .266 'GROSS= 781.07S I CRACKED= 57.426 MODULUS OF RUPTURE= 27.7 PSI MCR= 28699 IN -LB SERVICE LOAD MOMENT= 49472 IN-LB SERVICE" LOAD DEFLECTION C. MID -HT 2.599. MAX SERVICE LOAD DEFLECT:[ON= 2.947 STRENGTH CHECK NOMINAL MOMENT STRENGTH= .94381 IN-LB. P'HI.(MN)= 84947 IN-LB AP'F'L. I ED C= ACTORED . MOMENT= 72393 IN--LB RATIO. OF PHI (MN) /MU= "1. DEFLECTION AT FACTORED LOADS= 4.942 PS PTL= INCHES CONCRETE IS REQUIRED of man . doom ECCENTRICITY= 5.:375 Associates Grocers Warehouse E xpansion Freezer, C grid A & grid 0 DATE 05 -08 -1990 WALL HEIGHT= 421 WALL CONSTRUCTION= SPECIAL' INSPECTION PHI =. •.9 F 'C= . 3000 FY = • PTD= 200 LBS PWALL= 1789 PTLJ= 523.6 LBS • PWU= LATERAL LOAD = 23 LBS /FT •E= 3122018 N 9,. West side 246 LBS I CRACKED= 37 266 'MOSS= 381.078 MODULUS OF RUPTURE= 277 P81 MCR= 28699 TN-LB SERVICE LOAD MOMENT= 53457 INLL.D SERVICE. LOAD DEFLECTION C MID -HT= 4.381 MAX •SERVICE` LOAD DEFLECTION 2.947 STRENGTH CHECK NOMINAL :MOMENT. STRENGTH= PHI. (MN)= 94517: IN -LB Al L. I CD` FACTORED MOMENT =. 81279 RATIO •OF..PHI.(MN) /MU 1.16 DEFLECTION AT. FACTORED' LOADS= vco• i1-B,7 Ta o p- as Associated Grocers Warehouse Expansion cG►�r.� kt u�r�. -�- tea►. -- " LATE 0 5-08 -1990 WALL HEIGHT= 432 INCHES WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS REQUIRED PHI= F' C= 3000 FY= 60000 PTD= ..441-6:+5 PTL= °50 ;'LNS 'WALL= 1584 PTU= 105.7 LBS PWU= 1.663.2 ` LBS . P'U= .1768.9.. LATERAL LOAD= 19.8 LBS/FT E= 3122016 N= B =. 12 T= 7.25 D= 3.625 AS= .496 I CRACKED= Z5.133 MODULUS OF RUPTURE= 273 PSI MCR= 28699 IN-LB IGROSS= :81:078 : ECCENTFTDTT 0 SERVICE LOAD MOMENT= 43739, IN -LB SERVICE LOAD DEFLECTION @ MID-°HT= 3.13 5 MAX SERVICE LOAD DEFLECTION=. 3.024 STRENGTH CHECK NOMINAL. MOMENT STRENGTH= "98049 IN -LB FlH I. (MN) =. 88244 IN-LB. APPLIED. FACTORED. MOMENT= 65915 "IN-LB RATIO OF PHI (MN) / MU =' ..."r4 DEFLECTION AT FACTORED .LOADS= 7.061. . '3 7 �d > As . e. NhaNCas7 too; P,i,4ee iS . MATMCI' -h' iv w+A-Vc s n v 441. / c Associated. Grocers. Warehouse Expansion Ctd1g'i"id C 0 DATE 05 -08- 1990 B =, 12 . T= 7.25 D= 3.625 AS .465 SERVICE LOAD MOMENT= 42761 IN -LB SERVICE LOAD DEFLECTION C MID -HT= 2.878 MAX SERVICE LOAD DEFLECT I ON= 2.933 STRENGTH . CHECk:: NOMINAL MOMENT STRENGTH= PHI(MN)=. 64550 IN-LB APPLIED FACTORED MOMENT= 65486 IN -L8 RATIO OF PHI(MN). /MU= .1.29 DEFLECTION AT FACTORED'LOADS= 6.796 WALL HEIGHT= 419 INCHES WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION I S REQUIRED PHI= .9 F' C= . 3000 FY= 60000 PTD= "170 BS PTL= .. 212:15:LBS ECCENTRICITY= $ .375. -. PWALL= 15:6 f ='TU= 449.4 LE {S F'WU= 161:.1 LE ;S F'U= 2062.5 LATERAL LOAD= 19:8 L8S /FT E= 3122018 N= 9. IGROSS= 381.078 ICRACVED= 3.871 MODULUS OF RUPTURE= 273 PSI MCR= 28699 IN-LB Associated, Grocers Warehouse Expansion Cooler @ grid .0 - 10x12 K 0 panel btwn 0 DATE 05 -08- 1990 WALL HEIGHT= 419 INCHES... WALL CONSTRUCTION= CONCRETE SPECIAL ' I NSPECT I ON I S REQUIRED PHI= .9 F.' C= 3000 ,.FY= 60000 F'TD= 432 LBS PTL= 539 LDS , ECCENTRICITY= 5.375 PWALL= 3544 PTU= 1140.8 LBS PWU= 3721.2 LATERAL LOAD= 45.7. LBS/FT E= 3122018 Et =, 12. T= 7.25. STRENGTH CHECK SERVICE LOAD MOMENT.= 104627 IN -LB SERVICE LOAD DEFLECTION C MID -HT= 4.084 MAX SERVICE LOAD DEFLECTION= 2.933 IGROSS= 381.078 MODULUS OF RUPTURE= 273 PSI MCR= 28699: I N NOMINAL MOMENT STRENGTH= PHI (MN ).= 206326 IN-LB APPLIED FACTORED MOMENT= A.49330 RATIO OF :PHI (MN) /MU= 1.38 DEFLECTION AT FACTORED LOADS =. 6.201 I CRACKED- 122.617 3 .270 > Associated. Grocers Et►o:lerC gr C:x -mC -10x12 • K 'O' Panel btw'n' grids 40 & . 41 c :1 DATE 05-08-1990 WALL HEIGHT= 4.19 WALL CONSTRUCTION= SPECIAL INSPECTION PHI= .9 F' C= 3000 FY= PTD= •432 LBS PWALL= 3544 PTU= 1140.8 LBS LATERAL LOAD= 45.7 E= 3122018 N= 9.3 B= 12 ,T_ :..:.7.25. IGROSS= +81.078 MODULUS OF RUPTURE= STRENGTH CHECK Warehouse Expansion INCHES CONCRETE I S REQUIRED 60000 PTL= 539 LBS ECCENTRICITY= 5.375 PWU= LBS /FT. 321.2 LBS PU= 4862 -D =.. 5.44 SERVICE LOAD MOMENT= 101925 IN-LB SERVICE LOAD DEFLECTION @ MID-HT= 3.486 MAX SERVICE LOAD DEFLECTION= 2.933 NOMINAL MOMENT STRENGTH= 269872 I.N --LB PHI(MN) .= 242885 IN -LB APPLIED. FACTORED MOMENT= 144921 IN-1,B- RATIO OF F'H I (MN) / MU= ;,1..:bOr DEFLECTION AT FACTORED LOADS= 5.26 AS 'CRACKED= -141.24 273 PSI MCR= 28699 IN-LB / 9 , q 1, > a gar caw daod4-ce✓r P. g. srM RE'Ot) cO Drip', , SAt opt Associated. Grocers Warehouse Expansion Cooler- C -grid C - 1C)x12 1< 0 Pane1 • btwn •.grids 28 & -•29- t:t DATE. 05- 08 -1990 WALL HEIGHT= 419 INCHES WALL CONSTRUCTION= CONCRETE: SPECIAL INSPECTION IS REQUIRED PHI= . .9 F ' C 3000, FY= 60000 e4 PTD= 548.- LBS- PTL= 685 LBS: ECCENTRICITY= 5.375 F'WALL= 4504 PTU= 1448.7 LBS . PWLJ= 4729.4 LBS. PU= 6178.2 LATERAL LOAD= 58 LBS/FT r E_ 3122018 N= 9.. Iac= 12 .•= 7.25 . 0= 5.44 AS= .9 1.... I GRASS= 381.078 I CRACI <,F_D= 14 . x+18 MODULUS OF RUPTURE= 273 1 ='S I MCR= 28699 IN-LB L SERVICE-" .LOAD' MOMENT= 137544 IN"LB SERVICE LOAD DEFLECTION C MID -HT= 4. 908 6 P., 1 ♦,,,( emir e'A eac.3 [.e MAX - SERVICE LOAD DEFLECTION= 2.933 STRENGTH CHECK NOMINAL MOMENT STRENGTH= 274395 IN -LB FHI (MN)= 246955 IN--LB APPLIED FACTORED MOMENT= . 195944 • IN-LB RATIO OF PHI(MN) /MU= 1.26 DEFLECTION AT FACTORED LOADS= 7.272 f C Associated. Grocers Warehouse Expansion, 0 - •.�0 �F+aned «btw�i.�grids.:e�Fcq: DATE 05 -08 -1990 WALL HEIGHT= 419 INCHES WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION I S REOU I RED PHI= .9 F' C= 3 000 FY= 60000 PTD= 548 LBS PTL= F'WALL= 4504 PTU= 1448.7 LBS F'WU= 4729.4 LBS PU= . 6178.2 LATERAL LOAD= 58 LBS/FT E= 3122018 N= 9.3 • B =, 12. IGROSS= 381.078 ICRACKED= 124.914 MODULUS OF RUPTURE= 273 PSI MCR= 28699 IN-LB SERVICE LOAD MOMENT= 142750 IN -LB SERVICE LOAD DEFLECTION @ MID -HT 5.816 MAX SERVICE LOAD DEFLECTION= 2.933 STRENGTH CHECK 685 LESS T= 7.25 D= 5.44 AS= .744 NOMINAL MOMENT STRENGTH= 234253 IN -LB PHI(MN)= 210828 IN -L8 APPLIED-FACTORED MOMENT= 204276 RATIO OF.PHI(MN) /MU= 1.03 DEFLECTION AT FACTORED LOADS= PIS ECCENTRICITY= 5.375 7y i e'c% 3 MBF, INC, ENGINEERING DESIGNOF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 PROJECT BY DATE CLIENT JOB NO. PAOE,, OF Loan As EhusG 1 -9 F.3 14o Fc ` 4 Tr.° PAN - a.r Li✓ S B" Roof- Dc Q ODA LL Roo- '1Z to w & Porn. Ots r• T lavor 3Z 1 ,OG.6611.33, = 1733 Pci ter D= 4* i2 Ls 32.62) &3647 t= 10" Qe•67• Sr S',S- 6441- 340 Pc ' A' i = ZT (2.41) "603 01, 1/2. w e + Z, r 6,33) ` 4131 C-R 2's 0.7s Rw,Jo 20 e2.5) r- .572 Psi 9,4 3 Lis) = 144 PLF } 9.•3 C 2S) . 241 PLO • 38c f1/44e. fct 4.2)f 6. S , . G' ff. f ' 4.00 F 6 � . 'I b r 7,44c 4,04.. 25 S, SC ,n„ C /44 3 c , I L " .7 /�✓: f c ) f' i fe' 4.0.3 s. ?s o. 44 es • e.4c. 40t. l9c.a t 0. Sao di•G.s e4 • o. 7 1:.>11 xsS ¢• D. 0.51. ai -s; A: + DA" £'c loft •• L2 . 6.,,S' 41.7,142. #414141,• 0.4• 0.44 IRw #1 , • . 04. 144,2 (PA.. 13 I . P'1.. • I tt) N* 80234 Warehouse Expansion I NtLB .IN-LH 7.726 :.i, ".., ,. 't(;•'; .,.....ti ,to 60060 F'7L= 50 LDS ECCFNTR I C I TY= 0 F'WU 1670.9 LB S. FEU 1776: 6 T= 7.25 D= 3.625 AS= .372 72 Associated Grocers Freezer @ 'grid :28 28 0 DATE 05 -08 -1990 WALL HEIGHT= ••434 WALL CONSTRUCTION= SPECIAL INSPECTION PHI= 9 FY= F'TD= • 40 . LBS P'WALL= 1591 PTU= 10,5 • LE {S LATERAL LOAD= 19.8. LDS /FT E_ 3604996; N= 8 IGROSS= 381.078 MODULUS OF RUPTURE= 316 SERVICE LOAD MOMENT= 43197 IN -L8 SERVICE LOAD DEFLECTION @ MID -HT = 2.584 MAX SERVICE LOAD DEFLECTION 3.0118 STRENGTH CHECK NOMINAL'MOMENT PHI (MN) =.: 72211 IN-LB . APPLIED' FACTORED MOMENT=. 67596 RATIO. OF PHI(MN) /MU= 1.07 •• DEFLECTION AT ;FACTORED LOADS Associated Grocers Freezer @ grid A DATE 05 -08 -1990 WALL HEIGHT= 421 INCHES. WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS REQUIRED PHI= .9 F ' C= 4000 FY= 60000 PTD= 170 LESS PTL= PWALL= 1543 PTU= 449.4 LBS PWU= LATERAL LOAD= 19.8. LBS/FT E= 3604996 N= .8 B =. 12 T= 7.25 D= 3.625. AS= I CRACKED= 25.118 MODULUS OF RUPTURE= 316 PSI MCR= 33219 IN -LB IGROSS= .381.078 SERVICE LOAD MOMENT= 41832 IN -LB. SERVICE. LOAD DEFLECTION @ MID -HT= 2.205 MAX SERVICE LOAD DEFLECTION x.947 STRENGTH CHECK Warehouse Expansion NOMINAL MOMENT 'STRENGTH= 77840 PHI (IMN) = 70056 IN-LB: APPLIED FACTORED' MOMENT= 67132 RATIO ' OF 'PHI (MN) /MU- DEFLECTION.AT FACTORED LOADS =" 212.5 LBS ECCENTRICITY= .5.375 1620.8 LESS PU= . 2070.2 .354 Associated Grocers Freezer @ grid A & DATE 05 -08 -1990 WALL HEIGHT= 421 INCHES. WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS REQUIRED. PHI= .9 F * C= 4000 FY= 60000 PTD= 255 LBS PTL.= 319 LBS ECCENTRICITY= 5.375 P'WALL= 2315 F'TU= .674.4 LBS LATERAL LOAD= 29.7. LDS /FT E= . 3604996 . . N= 8 D= 12 PWU= 2431.2 LBS IGROSS= 781.078 I CRACKED= 63.867 MODULUS OF RUPTURE= 316 PSI MCR= 33219, IN -LB SERVICE LOAD MOMENT .65102 . I N--LB SERVICE LOAD DEFLECTION @ MID-HT= 3.019 MAX SERVICE LOAD DEFLECTION = 2.947 3105.7 STRENGTH .CHECK NOMINAL.MOMENT STRENGTH= 125177 IN -LB. PHI (MN)= ' 11.2659' IN -LB APPLIED FACTORED MOMENT= 94809 IN--LB RATIO .OF PHI (MN) /MU= 1.19 DEFLECTION':AT.FACTORED LOADS= ,5•.382 5.44 ,.AS= .354 Ec =, 12 T= 7.25 D= 5.44. AS= 27 Grocers Warehouse Expansion Freezer 0:grid A 84 grid.18— West side of man door c:i, DATE 05--08 -1990 WALL HEIGHT= 421 INCHES WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS REQUIRED PHI= .9 F' C= 4000 FY= 60000 PTD= 200 LBS PTL= 246 LESS ECCENTRICITY= 5.375 PWAL.L= 1789 PTU= 523.6 LBS PWU= 1878.7 LEIS PU= 2402.7 LATERAL LOAD= 27 LBS/FT E= 7604996 N= 8 IGROSS= 381.078. ICRACKED= 46.157 MODULUS OF RUPTURE= 316 PSI MCR= 33219 IN -LB SERVICE LOAD MOMENT= 48472 IN -LEI SERVICE .LOAD .DEFLECTION C MID -HT= 2.151:.: MAX SERVICE LOAD DEFLECTION = 2.947 STRENGTH CHECK. NOMINAL MOMENT STRENGTH= 85831 - I (MN) _ . 77247 IN-Le B APPLIED FACTORED MOMENT = 71917 RATIO OF PHI(MN) /MU =. 1.07 • DEFLECTION AT FACTORED LOADS = 4.736. IN--LE IN-LB Associated. Grocer's WarehoLtse E;•ipansion Freezer C grid .A & DATE 05 =08- 1990 WALL HEIGHT= 421 INCHES WALL CONSTRUCTION= CONCRETE. SPECIAL INSPECTION IS . REOU I RED PHI= .9 F' C= 4000: FY= 60000 PTD= 200 LBS PTL= 246 LEIS ECCENTRICITY= 5.375 PWALL= 1789 PTU= 523.6 LBS LATERAL LOAD= 23 LBS/FT E= 3604996 N= 8 l:t= 12 STRENGTH CHECK grid 18 - West side of F WU= 1878.7 LBS T= 7.25 D= 3.625 •.AG= H.496 ICRACKED= :1.967 IGROSS= :381'.078 MODULUS OF RUPTURE= 316 PSI MCR= 33219 IN-LB SERVICE LOAD MOMENT= 51065 IN-LB SERVICE LOAD DEFLECTION C.MID -HT= 3.w�11 MAX SERVICE LOAD DEFLECTION =. 2.947 man door NOMINAL MOMENT STRENGTH= 103911 PHI (MN)= 9 :520 IN -LB APPLIED FACTORED MOMENT= 7891.7 IN-LB RATIO OF PHI(MN) /MU= 1..19 DEFLECTION AT FACTORED LOADS=f 7.763 F'U= : 2402.: r Associated Graters Warehouse Expansion Freezer C grid A grid 18 West x.de of man door DATE 05-08-1990 WALL HEIGHT= 421 INCHES WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS'REGIIJIRED PHI= F ' C= 4000_ ` FY= 60000 PTD =, 200 LBS PTL =. 246 LBS PWALL= ...1789 F'TIJ= 52 .6. : LBS PWU= : 1878:.7 LBS F'LI= 2402.3 LATERAL LOAD= 23 LBS,/FT E= 3604996 N= 8 . B =, 12 wf = 7.25 .STRENGTH CHECK SERVICE LOAD MOMENT= 50628.. IN - L B SERVICE LOAD DEFLECTION C :MID- HT = .1'16' MAX SERVICE LOAD DEFLECT I ON= .2.947 NOMINAL MOMENT STRENGTH= 109814 PHI(MN)= 98833 IN-LB APPLIED FACTORED MOMENT= 77724 IN-LB RATIO OF...PHI(MN) /MU= 1.27 DEFLECTION AT FACTORED LOADS= 7. ECCENTRICITY= . :5.37 D= 625 w�� 53 . IGROSS= 381.078 . I CRACKED= . 7.47.1 MODULUS OF : RUPTURE= 316 PSI MCR= 33219 IN-LB 'Pf ".., �k'}.':•,LX' /,.:. "fib': "`?S'1: WALL HEIGHT= 432 INCHES WALL CONSTRUC'TION= CONCRETE SPECIAL INSPECTION I S REQUIRED PHI= .q F '.C= 40c:)C) : FY- 60000 . . PT D= = 4r LBS PTL= 50 LBS ECCENTRICITY= 0 PWALL= 1584 F'TU= 105.7 LBS F'WU= 1667.2 LBS FU= 1768.9 LATERAL LOAD- 19.0 LBS/FT E= 3604.996 N= . 8 AS= .372 l/ Associated Grocers Coaxer C grid ,41• C� DATE 0508 -1990 E- 12 STT= LENGTH . CHECI <' NOMINAL MOMENT STRENGTH= PHI(MN)= 72190 IN-LB APF'L I ED FACTORED MOMENT= : 665.54 RATIO Or! - PHI (MN) /MU= 1.O DEFLECTION 'AT FACTORED LOADS 'D= 3.625 I GROSS= 781.078 ICRACKED= 25.758 MODULUS . OF . `RUPTURE= 316 F'S T MCR- 37219 1N-LB SERVICE LOAD MOMENT= 42540 IN-LEI SERVICE LOAD L MID -HT= 2.418 MAX SERVICE LOAD DEFLECTION= 3.024 Warehouse Expansion Associated Grocers Cooler @ grid C 0.. DATE 05 -08 -1990 WALL HEIGHT= .. 419 INCHES WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS REQUIRED PHI= ,9 F' C 4000 FY= 60000 PTD= 171:0 LBS p 212 . 5 LBS . ECCENTRICITY= 5.375 PWAL:L= 15.36 F'TIJ= 449.4 LBS F'WU= 1.613.1 LBS, LATERAL LOAD= . 19.8 LBS/FT E= 3604996 N= 8 3.625 AS= . . 338 I GROSS= '381 .078 I CRACLED= 24.,':12 MODULUS OF RUPTURE= 316 PSI MCR= x3219 IN-LB H= 12 T= 7 SERVICE LOAD MOMENT= 41744 IN-LB SERVICE LOAD DEFLECTION @ MID --HT= 2.14 MAX SERVICE' LOAD DEFLECTION= 2.9: STRENGTH I CHECK NOMINAL MOMENT STRENGTH= 74874 IN-LB PHI (MN ):= 67386 IN -LLB APPLIED. FA(:;TORED' MOMENT= '66 11+743,.: RATIO .OF PHI (MN) /MU= 1.01 DEFLECTION AT FACTORED 'LOADS= 7 .427 60)000 PTL Associated. Grocers Warehouse Expansion Cooler . @ grid C @ 10x12. K O Panel btwn grids c- � DATE 05.-08 -1990 WALL HEIGHT= 419 I NCI-1ES. WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS REQUIRED PHI= .9 F ' C= 4000 FY= PTD= •432 LESS PWALL= 3544 PTU= 1140.8 LESS . PWU= 3721.2 L.:BS PU =:: 4862 LATERAL LOAD= .45.7 LBS /r-T E_ 3604996 7 N B B =. 1 I G( -LOSS= 381.078 STRENGTH CHECK 7 539 LBS ICRACKED= li0.c:)49 MODULUS OF. RUPTURE= 316 PSI HvICR= 33219.1N-LB,- SERVICE LOAD MOMENT= 102712 IN-LB SERVICE LOAD DEFLECTION @ MID-HT= 3.66 MAX SERVICE LOAD DEFLECTION= 2.977 NOMINAL MOMENT . STRENGTH= PHI (MN ) 215" 35 I W.LB APPLIED FACTORED MOMENT= 146887 RATIO OF PH I (MN) /MUD 1.47`. DEFLECTION AT FACTORED LOADS= S:6£3 Associated... Grocers Warehouse E xpansion Cooler @ grid C - @ :10x12 K 0 Panel 'btwn grids 40 & 41 0 DATE 05-08- =1.990 WALL HEIGHT= 419 INCHES WALL _ CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS REQUIRED PHI .9. F' C= 4000 FY= 60000 :0 PTD= 432 LBS PTL= 539 LBS ECCENTRICITY= 5.375 PWALL= 3 544 PTU= 1140.8 LBS PWU= LATERAL LOAD =. 45.7 LBS /FT E= 3604996 N= . 8 B^ 12 STRENGTH CHECK T= 7.25 IGROSS= 381.078 MODULUS OF.RUPTURE= 316 PSI SERVICE LOAD MOMENT= 100287. IN-LB SERVICE LOAD DEFLECTION @ MID -HT= 3.123 . MAX SERVICE LOAD DEFLECTION= 2..933 NOMINAL MOMENT STRENGTH= PHI (MN ):= 256414 IN-LB APPLIED FACTORED , MOMENT= 142789 RATIO OF.PHI(MN) /MU= 1.8 DEFLECTION AT. FACTORED LOADS= 4.805 ICRACKED= ..127 MCR= 33219 IN -LB Pap I N -L,B IN-LB r f c Associated. Grocers Warehouse Expansion Cooler @ grid C 7 10x12 K 0 Panel btwn grids 28.84 29 DATE 05 -08 -- 1990 WALL HEIGHT= 4.19 INCHES WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS REQUIRED PHI= .9 F' C= 4000 FY= 60000 PTD= 548 LDS PTL= 685 LDS ECCENTRICITY 5.375 F'WALL= 4504 PTU= 1448.7 LDS. PWU= 4729.4 LDS. PU= 6178.2 LATERAL LOAD= 58 LEIS /FT E= 3604996. N= 8 D =, 12 T 7 D= 5.44 ICRACKED= 1.12 .:166 IGROSS= 381.078 MODULUS OF RUPTURE= :516 PSI MCR= 3:219 IN-LE. SERVICE LOAD MOMENT= 139694 IN-LB SERVICE LOAD DEFLECTION @ MID-HT= 5.283 MAX SERVICE LOAD DEFLECTION =' 2.933 AS= .744 P2", STRENGTH CHECK NOMINAL MOMENT STRENGTH= .244803 PH I (MN) = 220322 IN-LB APPLIED FACTORED MOMENT= 200191- RATIO OF' PHI (IIN) /MU= DEFLECTION ATFACTORED LOADS= Associated Grocers Warehouse Expansion Cooler. Al grid C - 1.0>d.2 K 0 Panel btwn .grids 28 84 .9 DATE 05 -08- 1990. WALL HEIGHT= 419 INCHES WALL, CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS REQUIRED F'HI= .9 F' C= 4000 FY= 60000 PTD= 548 LBS PTL= 685 LBS ECCENTRICITY= 5.7.75 PWALL= 4504 PTU= 1448.7 LDS . PWU =. 4729.4 LBS PU= 678.2 LATERAL LOAD= 58 LBS/FT E= 3604996 N= 8 D= 12 T =. 7.25 D= 5.44 AS= .93 I GROSS= 381.078 "[CRACKED= 1 2 9.192 MODULUS OF RUPTURE= 316 PSI MCR= 3:219 IN -LB SERVICE LOAD MOMENT= 1 - 34936 . IN-LB SERVICE LOAD DEFLECTION @ MID -HT= .4 .454 MAX SERVICE LOAD DEFLECTION= 2.933 STRENGTH CHECK NOMINAL MOMENT STRENGTH= 290086. IN -LB PHI(MN)= 261078 IN -LB APPLIED FACTORED MOMENT= 19496 IN-LB, RATIO OF PHI(MN) /MU= 1.36 DEFLECTION AT FACTORED LOADS= 6:.693 Associated Grocers Warehouse Expansion Freezer C grid A & grid 18 - East side of man door DATE 05 -08 -199 0 WALL HEIGHT= 421 INCHES WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS REQUIRED PHI= .9 F' C= 300000 FY= 60000 0 PTD= 255 LBS PTL= 319 LBS ECCENTRICITY= . 5.375 PWALL= 2315 PTU= 674.4 LBS PWU= 2431.2 LBS PU= 3105.7 LATERAL LOAD= 29.7 LBS/FT E= 3122018 N= 9.3 B =, 12 T= 7..25 D= 6.1.9 AS= .286 IGROSS= 381.078 ICR .. ED= 82.52201 MODULUS OF RUPTURE =' 273 PSI SERVICE LOAD MOMENT= 65294 IN-LB SERVICE LOAD DEFLECTION C MID -HT= 3.086 MAX SERVICE LOAD DEFLECTION= 2.947 STRENGTH CHECK NOMINAL MOMENT STRENGTH= 118734 IN- -LB.. PHI (MN) = 106860 IN-LB . APPLIED FACTORED MOMENT= 94044. IN -LB RATIO OF PHI(MN) /MUD DEFLECTION AT FACTORED LOAD S = 5.126 MCR= 28699 IN -LB Pal r Associated Grocers Warehouse Expansion Free4er .C!..grid A & grid 18 - West .side of man door - [l DATE :05 -08 -1990 WALL HEIGHT= 421 INCHES WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS ` REQUIRED RED PHI= .9 F ' C= . 3 000 FY= 60000 PTD= 200 LDS. PTL= 246 LBS ECCENTRICITY 5.375 PWALL-= 1789 PTU= 523.6 LBS PWU = 1878.7 LDS, : PU= 2402.3 LATERAL LOAD= 23 LBS/FT E= 3122018 N= ' 9.3 12 T= 7.25 .D= . 6.19 AS= .207' 'GROSS= .3 81 .078 I CRACKED= 63,659 MODULUS:OF,:RUPTURE= 273 PSI MCR =: 28699 IN-LB SERVICE LOAD MOMENT= 48881 IN-LB SERVICE LOAD DEFLECTION @ MID -.HT= 2.334 MAX SERVICE LOAD DEFLECTION= 2.947 STRENGTH CHECK NOMINAL MOMENT :STRENGTH 88160 PHI (MN) ='. 79344 IN-LB APPLIED FACTORED MOMENT= .71099 (RATIO OF PHI(.MN) /MU =..1.12, DEFLECTION AT FACTORED.. LOAD IGROSS= 381.078 STRENGTH CHECK. NOMINAL MOMENT. STRENGTH= 266377 IN-LB PHI (MN) = 239739. IN-LB APPLIED FACTORED MOMENT= 141056 I N--LE . RATIO OF PHI(MN) /MU= 1.7 DEFLECTION AT FACTORED LOADS= Associated.. Grocers Warehouse Expansion Gabler C grid C - 10x12 K 0 Panel btwn grids 40 & 41 DATE 05 -f_�8 -1990 WALL HEIGHT =. 419 INCHES WALL CONSTRUCTION= CONCRETE. SPECIAL INSPECTION IS REQUIRED PHI= .9 F' C= 3000 FY=. 60000 PTD= 432 LBS PTL =. 539 LBS ECCENTRICITY 5.375 PWALL= 3544 PTU= .11408 LF4S F'WU= 3721.2. LBS PU= 4862 LATERAL LOAD= 45.7' LBS/FT E= 3122018 N= 9.L H =, 12 T= 7 25 D= 6.19 AS= .744 .I CRACK':ED = 164.671 MODULUS OF ' RUPTURE= 273 PSI MCR= ." 28699 IN-LB SERVICE LOAD MOMENT= 99616 IN-LB SERVICE LOAD DEFLECTION @ MID-HT= 2:974 MAX SERVICE LOAD DEFLECTION= 2.933 Associated, Grocers Warehouse Expansion Cooler, @ grid C. -- .0 DATE 05--08 -1990 WALL HEIGHT= 419 WALL CONSTRUCTION= SPECIAL INSPEC`T PHI= .9 F' C= 3000 FY= PTD= 548 LBS PWAI_L.= 4504 PTU= 1448.7 LBS LATERAL LOAD= 58 E= 3122018. STRENGTH CHECK 10x12 K O, Panel INCHES CONCRETE IS REQUIRED' btwn grids 28 8429 60000 F'TL= 685 LBS ECCENTRICITY= 5.375 PWU= 4729.4 LBS PU= 6178.2 LBS/FT N= 9.3 B= 12 T= 7.25 D= 6.19 AS= .827 'GROSS= 381.078 ICRACKED= 179.442 MODULUS OF RUPTURE= 273 PSI MCR= 28699 IN -LB SERVICE LOAD MOMENT= 131194 IN -LB SERVICE LOAD DEFLECTION @ MID -HT= +.801 MAX SERVICE LOAD DEFLECTION= 2.933 NOMINAL ' MOMENT STRENGTH= 294517 IN-LB F'HI(MN)= 265066 IN -LB APPLIED FACTORED MOMENT= 185802 IN-LB: RATIO OF PHI(MN) /MU 1.43 DEFLECTION AT FACTORED LOADS= '5.568 f: r f Associated. Grocers Warehouse Expansion . Cooler V. grid C 10x12 K 0 Panel btwn grids 28 & 29 DATE 05 -08- 1990 WALL HEIGHT= 419 INCHES WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS REQUIRED PHI= .9 F • C= 3000 FY= 60000 PTD= 548 LBS ' PTL= 685. LESS PWALL= 4504 PTU= 1448.7 LBS PWU= LATERAL LOAD= 58 LBS /FT E= 3122018 N= 9.3 D =, 12 T= 7.25 IGROSS= .381..078 STRENGTH CHECK SERVICE LOAD MOMENT= 129522 I N7LB SERVICE LOAD DEFLECTION • @ MID --HT= .3.51 MAX SERVICE LOAD DEFLECTION= 2..9.3 NOMINAL MOMENT STRENGTH= PHI(MN) _ 288791 IN-LB APPLIED FACTORED MOMENT= 18+126 RATIO OF F'HI(MN) /MU= 1.58 DEFLECTION AT FACTORED LOADS= ECCENTRICITY = ,.5.375 4729.4 6 LBS AS .93 ` •PU= '.61782 ICRACKED= 193.197 MODULUS OF RUPTURE= 273 PSI 'MCR= 28699IN -LB X33 Associated,Gr.ocers Warehouse Expansion Freezer ,@ grid A 8< grid 18 - East side of Man, door. 0 DATE 05- 08- 1990 WALL HEIGHT= 421 INCHES. WALL CONSTRUCTION= CONCRETE:. SPECIAL INSPECTION IS REQUIRED . PHI= .9 F' C= 4000 FY= 60000 F'TD= 255 LBS PTL= :1.9 LBS ECCENTRICITY= PWALL= 2315 PTU= 674.4. LBS . PWU= 24:1.2. LBS PU= 7105.7 LATERAL LOAD= 29.7 LBS/FT E= ."604996 N= "8 MODULUS OF RUPTURE= 316 PSI SERVICE LOAD MOMENT= 64368 IN-LB SERVICE LOAD DEFLECTION @ MID -HT= 2.765. MAX SERVICE LOAD DEFLECTION= 2.947 STRENGTH . CHECK NOMINAL MOMENT STRENGTH= 113562 IN -LB PHI (MN) = .1 02206 ' IN-LB APPLIED FACTORED. MOMENT= 93329 IN-LB RATIO OF.PHI(MN) /MU= 1.1 DEFLECTION AT FACTORED LOADS= 5.375 .. P, B= 12 T= 7.25 D= 6.19 AS= .26 6 IGROSS= 381.078 I C R , •:ED= 69.293 • MCR= 33219 IN-LB 4.887.. Associated Grocers Warehouse Expansion Freezer C grid A & DATE 05 -08- 1990 WALL HEIGHT =. 421 INCHES WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS REQUIRED PHI= .9 F' C= 4000 FY= 60000 PTD= 200 LBS PTL= 246 LBS PWAL.L= 1789. PTU= 52:.6 LBS PWU= 1878.7 LBS PU= 2402.3 LATERAL LOAD= 23 LBS /FT E= 3604996 N= 8 I3= 12 T= 7.25 D= 6.19 AS= .207 IGROSS= 7;81.078 I CRACI <.:ED= 56.072 MODULUS OF RUPTURE= 316 PSI MCR= 721.9 IN-LB SERVICE LOAD MOMENT= 47626 IN -LB SERVICE LOAD DEFLECTION C MID -HT= 1.773 MAX SERVICE LOAD DEFLECTION= 2.947 STRENGTH CHECK Dar- West side of mane door NOMINAL MOMENT STRENGTH= 89057 IN-LB PHI(MN) = 80152 IN-LB APPLIED FACTORED MOMENT= 69692 IN -LB RATIO OF PHI(MN) /MU= 1.15 DEFLECTION. AT FACTORED LOADS= 3.774 Pas ECCENTRICITY= 5.375 Associated Grocers Warehouse` Expansion Cooler E! grid C. 10x12 K 0 Panel btwn grids 4o & 41 0 DATE 05 -08 -1990 WALL HEIGHT= 419 INCHES WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS REQUIRED PHI= .9 F' C= 40001 FY= 60000 PTD =. 432 LESS. PTL= 539 LBS ECCENTRICITY= 5.375 PWALL= 3544 PTU= 1140.8 LBS PWU= 3721.2 . LBS LATERAL LOAD= 45.7 LESS /FT. E= 3604996 N= S B= 12 I GROSS= 38.t..078 . T= 7.25 - 6 .19 I CRACKED =, 130.45 MODULUS OF RUPTURE= 316 PSI MCR= IN -LB SERVICE. LOAD MOMENT= 99962 .'IN -LB. SERVICE LOAD DEFLECTION @ MID-HT= .3051 MAX SERVICE LOAD :DEFLECTION= 2.933 STRENGTH CHECK NOMINAL MOMENT STRENGTH= 238682 IN -LB PHI (MN) = 214814 ' I N--LS APPLIED FACTORED MOMENT= 142181 3N-L0': RATIO OF PHI(MN) /MU= 1.51 DEFLECTION AT FACTORED LOADS= .4 c r t t C li Associated Grocers Warehouse Cooler . C grid C -- 10::12 K 0 Panel DATE 05 -08 -1990. WALL HEIGHT= 419 WALL CONSTRUCTION= SPECIAL INSPECTION PHI= .9 F' C= 4000 FY= PTD= 548 LBS PWALL= '4504 PTU= 1448.7 LBS LATERAL LOAD= 58 E= 3604996 N= B=. 12 T= INCHES CONCRETE IS REQUIRED 60000 PTL= 685 LBS F'WU= 4729.,4 LLB /FT 8 STRENGTH CHECK NOMINAL MOMENT STRENGTH= 307236 PHI (MN) = 27651 APPLIED FACTORED MOMENT= A.,83426 • RATIO OF PHI(MN) /MU =.. 1.51 DEFLECTION AT FACTORED LOADS = SERVICE LOAD MOMENT= 129783 IN -LB SERVICE LOAD DEFLECTION Ca MID-HT= 3.486 MAX SERVICE LOAD. DEFLECTION =: 2.917 ECCENTRICITY= LBS 7.25 D= 6.19 AS= .827 IGROSS= .381.078 • ICRACKEA= 161.021 MODULUS OF RUPTURE= 316 PSI MCR= " • 332].9 IN-LB 6178.2 Associated. Grocers Warehouse Expansion Cooler @ ` grid C - 10x12 K 0 Panel btwn grids 28 & 29 r.� DATE 05 -08 -1990 WALL HEIGHT = 419 INCHES WALL CONSTRUCTION= CONCRETE SPECIAL INSPECTION IS REQUIRED PHI= .9 . F' C- 4000 FY= 60000 PTD= 548 LBS F'TL= 685 LBS ECCENTRICITY= PWALL= 4504 PTU= 1448.7 LBS. PWU= 4729.4 LBS PU= 6178.2 LATERAL LOAD= 58 LBS /FT E= 3604996 N= 8 B 12 T= 7.25 IGROSS= 381.078 D= 6.19 AS= ICRACKED= 173.711 MODULUS OF RUPTURE= 316 PSI MCR= 33 219 IN—LB: SERVICE LOAD MOMENT= 127841 IN -LB SERVICE LOAD DEFLECTION @ MID -HT= 3.217 MAX SERVICE LOAD DEFLECTION= 2.933 STRENGTH CHECK NOMINAL MOMENT STRENGTH= 336570. PHI(MN)= 302913 IN -LB APPLIED FACTORED MOMENT =. —1.80946 RATIO OF F'HI.(MN) /MU 1.67 DEFLECTION AT.FACTORED LOADS= 4.753 3 5 PsS EC ED' IF PROJECT As 0 147.06 C SPGGR'S tii/H GE P CLIENT C.A.J4 • G /feekt P /L4sT£ -,2 M Ax Am am LOAD PO4. 1,18 Pcc. = B.oS P4244 r).2S• l8 e cat /4- c . I"1 .ZG P /4 Oc.2 I,? C,I s) C31)- /1.48 rigs P2DoA .l- Pie/! -sue 1 2.8,73 Paw *- ►/ P,aASfM • 23.00 K Pw.roc, _ l.4 /412.) = z.oai r' PK«= I.7 CB.PB)2 /3.73 Pw " 39.62 P k G 138.44 belP - = /+►Lb G IAc-cn £LCSJo(A at 1w C " 33 KA- /,rz / (3 3 ) /3C /,$)= 733 3.3 > 3Q -. AL. LP.8' /14.6tC4) = MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 31z2 (874-8) / „s / / _ 602 -7 Er l C. n ` Ulan, as .5) /l33J ` z 4/6390 k►,es = D• 7 C(^ / C 1,417 ", 1124,.ltlro13, d4VP44) 464. / /I- 24.4 4.1811•01= ),00 09 : / efozroorrtr tro Mueic.w ` 0104 Azer,ufw., Assume C0c.e4+e4-14.J e^g1Gts[►s / roll seormfc, coAta C. J.scauATve _•MCP "a -+etw eS0 OFr+(1✓ 019 %u ,7 PAU v W =! (88 Cl9) .# 000a) lso / 44')).23f = 4, D P4r &d z 0,4-2 ./ /.4) • O• S'q I'J7„ -s 6c'• SY! C.31) a 7913 Phi, 404 ,t- , k $1,4. LAD. /nu& L 71.73 + 1.4C0.4tto•S1 "2.)C4 141o,$) A 8S. / Pw* 32, /9 k e 31,7,1 ICI p ,04') 0,c)3 9- TPs. (206) 621 -2400 FAX 621 -2412 BY e DATE S -9 -9 a JOB NO. goo34 PAGE 39 OF • - 2.0.0 t 343 ¢/e)W// =0:74 s0r ear vse R3- 60 , 7S - Pk7p, Z 32.2 //e`' 0.099 /h /m3 42 as',l / /rd' - o.ots" P, < 0.0/ v c- 12e,.�F 6 s • 3 , 2 . 4 . 1 . . ; L . =h . / / . N ^ I.t J (.(.) / otor . S i✓ec 040,. €."M ►.► C o cow c,v 'e►t 4 .S M r e %) t,e ` ►h e,., JYI a-)c r M, • e , , P /B (IC f) 1 0.31. u S Goc ++4/ ¢) * o►t (4)"'7 uA Cpl "G Po& TAac Ft P4 L 41 ?t'4 s( 'bogs. L.000 0 m,. • 0.1 C3r) /t : 90 .34 ?cr.' en0,00C 09.10 l.+0 C2) OR C3)' 7 of 0.1L-C4) "s c.(f) "7 (63) -4 r14 Usr C4)'"s V..^ /0.33 v.d / Ac �.. ,,,, 034 (TL.1(W 57 / op v ud a e3 rl es Oa) e 8 of a Toe 4 1307' /S "oc BT Jas. P Las fc. rs� W PcF n1 u•Fr fy P:r FA.' Fa'- Z'FG Ft; F , t a PROJECT 4ss Calla r.c s C.11 //ml eke BY DATE S'/ /¢ /qo CLIENT c N A c N &1e 44 1 . c TiacL P1 cdsreots CooL0( 77Z, . 4- coo: ZbC4•)•d0, N/r..o -P •100 L» 17.33 - (84 >?;7s6.1 /I2 = 1613 1° P /i - gs.tn 0.225C 34.75 (1 195( ?I,77) /L) .225 (32,,3S0) ► 72 Bo Las mu allow? 4e RlOACes r -�- PP/ 441.6.h..10 2 /. )(o.S) 2 S388 • LOAD Coen a Ne Pen 23 03 CO 2.) D L. •S EASet / G Oc.,÷ O .,÷ to/•+O /- 5,00.-//2. 41 D L t- 4006 T W h,•D1t S1 Dc•h c95t,! s- S elf" t a. CASSP t 014 Sw70N Lt) - SFP Ro0< 8/n elttS 4% 12 OP-0 F6 is"oo ps• , F /0001•3X Irr 9reCr Fa' 12S1z Par , E1 / 600,000 psT ,0do /1_SDLI41 ?) .2Zot Le,•196 R.ld• P14 '' ///.21 - 07 t0 Fo=/zSDass) [ 1 ' - , siorrJ'1Q9,on Er' /333 eta Fe' /33( 10e)• z0ooAss J s Q' 4 z -1 1) (u.oS -1() r 0.58 LO/a0 0416 ON' Sel.SMIC (Dole 7•8 18S 8o Pu' ZL6B 434 0,519. 107 2000 /W13 0,23 /4Sa 0,13 0.34. TC,.,s 7280 /85" 80'e 2886 434 2000 2000 .22 Oft 1833 0114. 0,34, 0? W,.J, - Come 5360 137 13Optp 4 1135" 0.53. 8 0 2000 I i2o 0,37 14sn' awe 0 .d4 0, 4V 53 8B 1 37 13epi1 433,' f 2000 zcvo e2,35 /xis 0,10 0,45" Come 2.494 6B 1601e 4.003 976 oSB 40 2000 Wim 0.05 TRU 4.003 97 1• 2000 2000 0.4, 1 0.03 0,5'4 Sc2 4x 14- 1s O■c JOB NO. go034 PAGE4O OF cOecK 4 Nt 14 rp ' Ma- P' LAS/DV e. Mel'-ZOO Liz 2.2! /1.)16 Gbr tD I/4Vt= ef,00119 ROOK 6 4x i2 cA+^cG 0 aletec' r,.eo00 Pa.oe ' o.22r C M) C 698 /e LOAD 444a0 S7'u Ge,.»4411,1 Br /-K P. w /L= 22 ILt d , 22 (11)/13.25 19 .91 ST) Lc. M. i J 7C4 N GA, *eV C D L ll f 1 c= /2S [! O61.33) CI X1 3 1i to1/47 e /Z. %G PST ( IA .qt- 11)/AZ.0r -11 - 0.8 M ` /8o C 2L) t /y ^ /0 ego 1.4 , { � % /08 no //02.41 / 274 Psx -r , u'`Y4 i3 .2T) S8./ joss' S /.1 /Z7L 24 i• 4. 200/0 - 0.8/( 0 r o. `5 a.7o < l.0 4044 7 4x 12 is OK MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 Pi . 1 1 8 i 3 3485 81.4 T 1 1 1 1 111 i r 1 1 1 r i 1 1. t i 1 t i i i flJTgF PROJECT Asap e,A Ira /to (-C.- S 6 /H- ex fq,.Ja,oa CLIENT CN.O COA?31o!4 /,J P - '4 - id .5 Pt Fral t OuwiTUt.>,�c to N Ce..., pA,aL'tS . PA,JOL.S v.., L.r, 4 .ot- 4.0 (h 4 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 34 OL 9L► cc CH eat C•„.4.4•t!)w -.0 Q Fflu GCr,..) I 8.W 17,3, Du 6,0 .20 T-411.2? 0.19 uO U(t ■ f U.JOM C + Se'.cny +C u'•nlpor Farr * COIL we'aHe' et/C,..0 w1 CO.JS,cen -OG CtJr.M+PM'OJ ' .L l JfdS q m rs S. s " /1 E -/Poetry nes a 4 o1( (pfc -nC ,S fefo,,. -'o am" ,) US FOi1!/t T7t o...) 2 ) t= T,Cs W +rt 4P car. Q r , ✓sp; eTV,✓ (206) 621 -2400 FAX 621 -2412 BY EH. DATE S/ / r. k70 JOB NO. 9 oa 3 4 PAGE 4 ` I OF G M OCK f 'J P(..A..ne s HF+q/t IA &L.. P8.) (N.S GAtt2`r Arboi.0 7)4 S6 sOrsA foer Fog2 , TVE e.-..o Po..'C'. L s /8.7S ' Aar = 3C $3' Vie.- /7.3 7 ` V.aw.t ' 8. " Vu, = 1.4 0 8.28) # Kt= 3 s`.9 / o. (. = 59 . 85" Z P Z 7.25)(13,33(12')(0,0CS) 174,7 1, S9•61 ,., (f) Goya,.• U! Re+...0 oK ft) i9") mut• COoiAOC'.ssl S,rt - F.4C?&/? e 1.4(4.82- O.o4s) /12. 7. = e,1 nsr 2 R s o, jags = o -/oq& sr ec'4L TRAasvcnit7 R 6 - .E f ou..)catr finuido+r 440 s or R.t' alp Eva: -1 Fate. 100 W o IV e61 CIA" R r►ri 0 6 c'1-S 9 errr�► w NtnJ 1), C-r,' eF p, cot ff'ls ,4►n ecou ) (� ✓ rn.., c O.0o 21 (..r (7,1 r) , 0 ,.. ` /ice too._ Lo Rd, "' 7 es e 011G. > o. 22. NDA,'►. R/t C is "0c. 36.33 / /j.7( ././q- =7, 44iC • 2. en- p c 0 . 44 i /A(,.2r) .. 0,o0.5'7 VN s CO A ( ?. Sn » o a %A 0,0057 (o)) VN t ' � . 2 I ( /8 , 3 %) (►t) (d. So) * 7 >) 59,9 r on SNLSa/t C-440cill aP w0 - 0..J Is a. /3 T.nr -r drtC - 1)28..1 DGrh''O. I•JSAbwrr D,Ree?)o.., ta BF fk4R 44120:14 '7140 171 c.c.I GA/�"tK Po p77a.3C. f)A LcIF.L aJe ?7) OC4-cc -ke Wioni = 4.0 CO.7S) /(i.s -o.l) - 147 i s G Pf a L $ w' o e Ps4 1./ /dr t gos P BAY I.4( r.4)= /.96 ws ✓,� . 12(x2.) (t.1t) /ice=1.9c • 2.31 l v�• 12(4)It.Jio -ao .la Ve. 4 7.694 >»2.31 K dK r►' tit t.4 / e. a 23.1 K r / 1 f• 12(s)`b:oou ki... 45.L. e s 0.0017 43t (OO U) so.s3. ae /e. PROJECT BY DATE CLIENT JOB NO. q•0344 PAGE yrj OF' Irffg (.5$4 610 01 3 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 3C- z� . I S', + 1).3e 6e) # 3.213 q- (zr.zir) Z ( 2.1.2s) 1 / 4 . 8� 3 ( 2i . 2S) /1 R>, (11.1,-5 •R 43.0 (206) 621 -2400 FAX 621 -2412 HIRT MBF, INC. ENGINEERING DESIGNOF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 PROJECT Assoa,aito 6,e0c 4s 4 /4 e,expa s..), • BY c'1,1 DATE s /Z. /9'o CLIENT c JOB NO. 9Oa34 PAGE 43 OF CdieCH S1721/ fv0en. u. e &UK OA ,■.),CIAAA COL P-Pcirr.'6. W s� 1731,4,5't / 1 1 •4 7-0 ./e)+ 4 • 8/7 :(// .cF , ' s, ), C ,7 s) /1.4 7 2.1 s,A Y 2 B arc are "•F•. :c. C1 GOVtp Qa A/ cvt+1•orl Pepstu ce of s'A sr/?(4 Arr! 6v, eon warps" OF ?k114 MOO e., nvo AreRDk �►� 1.57f0 p M . i t L 4D v.c M Ccr,vson✓,en.,,( ) o►J 444.4 '-#t c 2' ii) 120 Pr( o rt B r #.1,cr, IT IT IT PROJECT Assoc./Afro 6fLoceela WAtitooace CLIENT a fa t't 75 0 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 BY DATE 6.12,9 / To JOB NO. of 00 PAGE OF .11••••• 1.5" 394 (206) 621-2400 FAX 621-2412 PROJECT 4 w/y 440/7704✓S CLIENT (Nn • �V W U/41 -4 To W4 4 o,/C O A/1 lit/ W4 H. // 'I Ato/1/6 1r7 MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 $L i'4 7 /or✓ BY O 5 DATE G /2/ if o JOB NO. 35, ID o3YPAGE 4..S' OF f A4 C X■O OA/ Tv" o ,E' .r/ s?-,/i/ y, 671(/$4/ Q A Q , FREFZ G yam -y 7 i- y " v a 3' -a" 70 F o f ^ /A, . - t FY/sr/A/4 2.12- ,. 4 " woof To 1 oVi-_ y " 0 , /o" PA d ° LfS a V8' °•c. CTs/�r � - o B! GUT A r Tot Df 0 X, 1,N4 4 " f cv 7L WI /` --c X. P )M.gs25R x, w/11 -1- &'-,')( l / oc) _ 3 PLF £ 8 D� B� i f/l.5 Q / /� 11 69- L /d ' y i , ( /) /, se /t ub) = 7 3 / 1 - (206) 727 -9600 FAX (206) 727 -9610 Roe9 TT l €vT7it Y 4,E4 / I g /- o " 7 4 4 iQ v 0 L yo ASf /('ov •L repot - 340 } / 1.L Apa• = '5(2 10Lf P /L45 7bR5 G To ,B4 cdsT N ) o N X /57/1 4-.4 f ROI z 1 / -0" Ad y /& fi4, To J 1. C 4 # A T O NEW 14/41 W Ai. eNO 47 sov 7» 0040 0 / 4 �X /f TJ N s P/L' STieie./w.}LL 0 M -er MIL* ' 7 j w44 ,e�x_ / ym? w ,1js- Be t ow Ip MBF, INC. • CONSULTING ENGINEERS SEATTLE, WASHINGTON 98121 2505 SECOND AVENUE, SUITE 600 PROJECT A w Ily 40, 0 / T/RA/S CLIENT • hr /V/ w 1/1/.4i-L WILL 4 or s 40A f I L4-s 7 se/s/vic V 9.22S 0,275-(/5-0 fi cp) 1 r: J& i°s /7 fis,e .VSE s aft Pe C Ro fRef 1 'VFW 14#4 6 To c-ff nOtepvic-Y /r/ , 5 7" /I Vt( W,4 t 4/4 l'i VI AG L AS - ,i194,07 1.04e (206) 7V-9600 FAX (206) 7E-9610 BY 0-V A DATE /2 JOB NO. 2 5; yo, 0.3 PAGE 46 OF ex/s7/A4 L HTT MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 (206) 727 -9600 FAX (206) 727 -9610 PROJECT A4 w)9 �,Qap BY , 7 sJ1 DATE f A CLIENT C//j} JOB NO.35 PAGE 41 OF SLE,v / / WA/7 / N0 'A W41- wllj' 4$ orgy) /6 / /Ra4 7 4 . J /Vs�° : y L V ✓/f"L L T y� : Co Nc. 74.09% L 1) � c_ , 7y • 3000 6 oopo 1'✓ 11 01- = . (9. /s A Pcf) l 'w�.ri�) 4 4t. e/ — , ?.9-s (*) 54 i6. "-/ 7 Wal/ ,9? = w'-y" ,-2.•17 $6/ / /e => cif )"/•ill 4 a fh w , // 14, +neSs = 6 �s C y 4 , 3-) = .� 00 = a 2. 2C )/1n ink 7v7/ �9s Mali = 0,0o4- A = 0 ,00 IX tGi � ) = d,..a..g6y 4 ` �y " -,/o i " y, /0 ''/i /l 4.5= 0. o 8e y S , /,4/, = 3, 614 Y 'omit .z mit) / ' H AIZo/V / yNN 1 o.os2dA,�D,Ov2o( /z)= D,. /`'Y /Pa` 1/5/` 4 /d / O, /s /ti ovr AG W/H ADDITION GRID 16 FROM A TO E 0 DATE 06 -26 -1990 WALL HEIGHT= 122 WALL CONSTRUCTION= SPECIAL INSPECTION PHI= .9 F' C= 3000 FY= PTD= 40 LBS PWALL= 381 PTU= 105.7 LBS PWU= LATERAL LOAD= 17 LBS /FT E= 3122018 N= 9.3 8= 12 STRENGTH CHECK INCHES CONCRETE IS REQUIRED 60000 PTL- 50 LBS ECCENTRICITY= T= 6 D= 2.75 IGROSS= 216 ICRACKED= 4.932 MODULUS OF RUPTURE- 273 PSI SERVICE LOAD MOMENT- 2638 IN -LB SERVICE LOAD DEFLECTION 0 MID -HT= .006 MAX SERVICE LOAD DEFLECTION- .854 400.3 LBS PU= "506 NOMINAL MOMENT STRENGTH= 15118 IN -LB PHI(MN)= 13606 IN -LB APPLIED FACTORED MOMENT= 3700 IN -LB RATIO OF PHI(MN) /MU= 3.68 DEFLECTION AT FACTORED LOADS= 8.999999E -03 ASi .0864 MCR■ 19656 IN-LB HI MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 (206) 727 -9600 FAX (206) 727 -9610 PROJECT 4 6' tvIN 4)OD JT/ 2j/. BY ,DS li DATE 6 / ./ r/9(2 CLIENT C,j/4 JOB NO.3,6 , /& 034/ PAGE 41 OF S 4,e4/1 4' . t4'fvT tX /sy A e$' w/' A,o o/ T/o" t X /Sf,/ i✓4 LAM" i- s,��c - /rrSPEC r' y C / 7 co ev c�?�� : LI y 3. 6e9 coca N /4s51 l' = yo f ( /o' -� "� y,� "co f yv = 3 `/3 f /T = b o If" - /oo ,/ t c4. =0 W,�c . ��^ 2S "'Jr 447 = 0 , 27-5() C /S'o 7 / 7 13' / WALL i T 2_ 30 6 , Whiz lil/�4LL T= / f► AS y ® / , - Co �� = .0,/33 ' ; ,Q - 2 -.75" 14 /4 1 -L /S .7-,y.94-cQ lvd T4 AO /Q Vg T/ cd' S ."/PM' 6, ifs ,Ot %P ,8t9»► U-g, 4- /7. 33 '/WI = "% - 49f TRc 4s S7/✓6L0 Spy¢/✓ tf w.EE,v • 4 - %= O,72 / =s / Zoi - .07.5 7 69,6f if ev h2. [_ _ /,9 93)t 7 (/ , J) = )35 AL, r - , 0 95 63 6)(/23.1) 350 9 IA A5 r�,, - 3so7 /) -yo00 = 0 _/ Ye < o. 20 ("y o /2 ") o , ®-69 1 L=,3.01 ., ,4' /,-,._ ' 0_,./ / E = z Cc' fr - 088 w =/- y p t (' '--��' )`is ) > y'Jt/,7(s " °. Al ' ? t /,7 /od)= 12 ,j T = Q, oS8 23e) 2)0.3):- ,ro11. lb r' SOLI / y vvo = a_ z f ''- a,o P/4- 45fsis LA411- 7 - f l 4 - 4 st2 o ♦` Teri S/ o." 0I1 I AG W/H ADDITION 1 EXISTING WALL / 1 v o 4 i 7 /t i .-... 9000 0 DATE 06-26-1990 ' . ' I F WALL HEIGHT = 306 ' INCHES WALL CONSTRUCT ION CONCRETE SPECIAL INSPECTION IS • REGU I RED PHI= .9 . ,• 11: F C 4000 FY 000 PTD= 0 , L.BS - . PTL= Q L.B IECCENTR I C I TY= 0 . ' = = 6C) ' PWALL= 937 . : . ' ' - , , • , • . PTU= - 0 ". LDS PWU=' 984.3 LBS PU=. : ' 904.3 . LATERAL LOAD 17 ' LBS / FT E= 3604996 ' N= 0 i B= 12 T= 6 • D= - . • AS - 133 . ' I GROSS= 216 I CIR(ACI<ED= 7.691 II: MODULUS OF RUPTURE= 316 PSI MCR= 22752 IN-LB , . . • , , " SERVICE LOAD:'; '16119 NHLi • • SERVICE LOAD. ION • MID-HT=.'; .194 . MAX . :SERY I CE LOAD STRENGTH CI-IECI;:: ✓ NOMINAL MOMENT STRENGTH= • 2590S . IN-LB L PH I ( MN ) = 23317 IN-LB APPLIED FACTORED , MOMENT= 22607 , I N-LB RATIO OF 'PH I:( MN ) /MU= - ,1.03' ' ' .. • , , : : ' I DEFLECTION AT FACTORED LOADS= ,: .272 . . •• . •:. , . • IF MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT A w/. Ai , D /7 CLIENT CN/A BY Cs'/VI. DATE 6. JOB NO. 3 , 9'OO ,3 'PAGE j / OF ,00 A' Ls WILL Mots4 N/W j,'/To A iss /5 .,94 R flow V 8 3 7 /ri-F C A ti ) VI,- V = 0 , 8 3 7 / 0 . 8 5 - = 0.765 ''L / 'C / T / ��✓ V h = 4 v 1 4 Avp - 9f95 /lam = 0-0 3 I /7 /L/ (O,%boDc ps, J V 2 , / 1 iTiL A V2('Xi)/ f ✓" - 996 . . fl) S1,ege P = , Dols (2,5 7 = 4‘0 ce) ,10.5i 1 - « I d3 oo / /e / jam ,. o I- � ( r C 2.4 = /- " , , A "A. !„ = 0- 00 ).5',O,r. J ) (O,a. L/ Use / n -� o „4, = O o -r (d J2.) - o. /0 i,7Jif USe . Y0 /a " D,w6as � s = o �o iq / L /� / �, I, 9 j 6, 9 \ -7 ,�6 s �« 8 �OMb off' 34 =/8 v+/1 r- v, L A Nv 44- /Rdigi ggr/c - co, 00as- =Q goo (206) 727 -9600 FAX (206) 727 -9610 c!6 = o - y �/ 6 T y / / '/.6 = D. yo / 4 =G 000 j, / IC USIA S'lr ovik.✓ 3 Poo 0 • .J' N" Tojli MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT 4c it/ /H 4,„02)n T/ 0 /j/ CLIENT C Nn N W /° /L 4STtRS TO ,6E X /ST /N 4' P /LAST,E, A 7 'xis ?1WC 18)1' MOW /0 NI " / I1 8 BY 4o M (206) 727 -9600 FAX (206) 727 -9610 DATE gA5 /9 PAGE 6 OF , JOB NO.35 70,03 Y pi A c,-,o o o/° 10) OA" HIRT DATE CLIENT C ,/j4 JOB NO.3 f' 70 PAGE g3 OF f ( w'I L 114-171A O 7 11/00400) I I I I L` 9'- MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 • 0 /(=/- ' _ / O ,004. Po . 1 r- /goo 46 pa ` s r = OW (J3J...-s) = 25 , 3 3 Y .. . S4br f CoJwrn n x 3 z - X6N -0) ' 36 3 s i 7160 aY 90 9f /d /914 4 . 5TER et . l�f'(0 1s0 =35 I � I ,�� = 5 Y , � �yJ s o ) 360 / N � - ( . )' )0' 3G9/ \4) (206) 727 -9600 FAX (206) 777 -9610 // MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 T (206) 727 -9600 FAX (206) 727 -9610 PROJECT A‘• will A / T /OA/ BY OS M DATE g/2. /90 CLIENT CNA JOB NO. 5:70,63y PAGE OF VS" S 3 /�� R /nv`o4c.4 4s or/,'. � �'t Jt )9/4-1 sf r sit Der 9// 47 ©,©0 O V S0 Corovec nog O, f 8/s y. 2- O T® 0 colitW Us oNNIcT/D,s/ ,dlT W 0 m 0 w 3 d LL 0 1i) W 0 z m 0 F z W 0 Z3' -o /7 3y /9 1-$ ., 3713 3 - T P36 /K I Fxls7 //✓4 woo JL. j o ,BE 40/ToV.027, frXISTINP ANctiort 470 To 1.41SH W'r To? of 5X /ST /D✓4 �✓�L`. 4 -rota fitc.6 of tx,5 - 77N 4 v✓ifi.8 75-/-6 N L 7 r . P35/ - (&. -C — — — Z-t DotioriS ,Th✓ Nt►✓ fX /.sv /Nd W4 i To ze ditto- .at ditto-kat ft 4�So�E,o Tv flhJ# L //✓.( '/G ' ) Ne • 3 • • Z 4 PROJECT A W// ADD/77,7i/ CLIENT G/a !f3 " xi 8" w/ ttJ — *" v47 t 443 ED 1/05" (s4e Ws 9. MC Tie 4004 T yp /C4&. £4. MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 ( - 5ILIf ?R)r1 6 01. P4,/ L Tf/ BY r a �'� . (,)_ s ! r11 PQM To, JOB NO.? f 9O,a3 y PAGE sh, OF 12 c4- mss"viki (2-) - 5 p ! TdaM ToP (206) 727 -9600 FAX (206) 727 -9610 DATE 6 /17/9 0 JOAN L 7yF,0 n ]1fl MBF, INC. • CONSULTING ENGINEERS F3)IP 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT 4 b w lii ,4 /1,/d- CLIENT /1,/d- / • 3X N4/ J8.'.rion i tonic-. ►✓l (y) -II VIA T. * 3 P7 rms s_e..0 e /s9. T/6E 4, y.owi fx arm/ 6 Y /z 4 571 R /6" 0 . 7/ z . r - ds U ! IR IP1 8o7 (206) 727 -9600 FAX (206) 727 -9610 DATE C�..Z7/90 JOB 9 0 3 9 o3 jf PAGE S7 OF ri TIM y o, (2 - . 5 v0 174 MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE. WASHINGTON 98121 PROJECT rl ' tv//y/ 4D Z /7 /Dr BY es-A/ DATE 6/2 7 /9 n CLIENT C/1/4- • JOB NO.3$ 9d a.'j'AGE rt, OF j ETA1L (206) 727 -9600 FAX (206) 727 -9610 / X /ST /✓✓cj Co.✓� R ET,� C�i 7' Ae Ae i o VEE.d , ( 9 To R .^ '1 AI / �s AAICHoR �3i1RS• MEW f)/2.457gg c// (St bi /S f. / fo.4 ,01'4 /iJ' o� RE /vf ) PROJECT 4 4' W/y CLIENT CA/A Qo /r/° DATE 7 J /f 7 JOB NO.35; 9tp 06y PAGE . 97 OF 1 NIw w ,1< Lq MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 wi 9 , _G" ,/ti4Af'gr Ai-01v6 9 010 S<04vPg. 4 / /✓ P v 31T4 ' y ° 1(2-.410 113 •4' f /& . 2 87 . 3 �1 W4)-4 kT f 2.5 .4 = l /45 l v i3OJii - T/. 114/X —CS = s = a. / J= OM, // E3/ o /� o✓ i•qc1_ L -.- 19.33 , � y 0 72 E 9e7 f �y ( /so� CJa �'� " - 7 / 030 4 L _ - oc iv y/e 4 5' (/ 4 '34 t /. 0-'4 /4/ 2- F [ T - = e,,Ae X 17 ,4) k 2L - y/ %7 _ / /90 / yvoo � �7 L O lc� -v - - z 3, 0 c,„5- E _ 449. e�,� _ o 0 88 �< = 4 -/ y &- 4 /1 fry. - 9s0 "v4 4 4- = /c0 ) L) ' r co Zr. 4b 9) 1 2 4 10oo = ' ' Zs 3 � o� ,C� c jv rAt Tig4A/si. 16 ry dO) i A s "W"S" (‚o,) 04' (206) 621 -2400 FAX 621 -2412 sS L rWlt "y Rs • JUL 05 '90 05:01PM CQOK• N,EI• IOUSE , 4 II ic olmma I • ofIr; Dot 24 OR. CI ! IC2 A 'Era • spier ft"' 4. :� s z'r . St, v. r. • ' , 33b• 04. r ∎ - • i • '7 : • ;r-, " Ro N • • • 0 ...•;•4" Q 24 44. ` Ito a.' 122 G oTT sat • Is • a. • • INCHES CONCRETE IS REQUIRED 498.7 LBS " . PU= 801.3 AG. W/H 'ADDITION, NEW WALL W/ PARAPET IJ DATE . c)7 -09 °1990 WALL HEIGHT =. 152 WALL CONSTRUCTION SPECIAL INSPECTION PHI= .9 f= ' C= 7000 FY= PTD= 227.5 LBS PWALL= 475 PTU= 302.6 .. LBS PWU =' LATERAL LOAD= 17 LBS/FT E= 3122018 N= 9.7 B= 12 T= . 6 IGROSS= 216 ICRACKED =. 5.73 5 MODULUS OF RUPTURE= 27.3 PSI SERVICE LOAD MOMENT= 4102 IN—LB SERVICE LOAD DEFLECTION @ MID—HT= .014 MAX SERVICE LOAD DEFLECTION= 1.064 STRENGTH CHECK NOMINAL' MOMENT STRENGTH= 17947 IN —LB PHI(MN)= 16153 IN —LB APPLIED FACTORED MOMENT== 5754 IN—LB RATIO OF PHI (MN) /MU=' 2.81 DEFLECTION":AT FACTORED LOADS =: .021 AS MCR=4. . :19656 IN—LB - / E,he= 3i'' MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT ,6' � l ft Adair /a BY •JSJ' f DATE /1/2/70 CLIENT CA/A JOB NO.36' 70 03yRAGE feo2OF 19g4 r/ D.Ai A}-L o PURL -/a✓ 4/4-0A f2,12. /X vs� s /flfso4/ k bi40 4 bviLi o, / 2 6,( .12 y 44 /5.4.= e7vM4 76 _ L = o si ° _ 96' % " p/0T s ) /# Y 4yefL ,e. f iR)$ IR44/ yv,1bN ' / . eSj 8 C ,-S f 2) 71 � 00 (yo.) = 32o ,/, /e -19y3 Ja -fin C --- r `1d�� _ a= k' - 3" 1 - 80 US .6 o/(39Z jJ2 Air 7 4 27/d /50.V) I7/ ) / '4 7P'. , J 323 = 2Ci .z3y)= y70 ) . 370 = 0,29 C 1, 00 (9 f( 7'`l 3 %'o a M-7" Ll Aso I PLr) = 2.04> y T (206) 621 -2400 FAX 621 -2412 m Lk. V- Z6 20 5) �'� � HFRIF P.O. I BO XX 4010 WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 PROJECT l L�� /7 /�OXJ /T /O� BY I�S/�. DATE /l 12 CLIENT Cji/4 JOB NO. .5 03 yPAGE a OF •1 1v79 av 7 t39 ° _ = O,S/7 = 0,92- <, 0 1( (z y9 ° ) 3 7/0 " ch Oil foR 7 6/1/5/0ff - , o 01 -L 0 y ) 6 2 , o 1 - 0 - . 4 . , 1 1 /d 1_ N 48 t , 1 j - � £ Y //✓s1? S r✓4 / Co4P `fi x 1 xb = 2, : " < y " < t " O* ro F,v,a OA .lee Liry MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT Ms MMie14 *v071046 BY ,*ff DATE ] %4Af j CLIENT JOB NO. 9 0 to 34 PAGE 1 1. OF Lkre -Mt- L PA175 PlAfF VIA Avet 6Toz Actig koosTIo.) *01 F Zol i u13C VMIU El GW 0-3 (1,0)(2s1S ) 14 , e,141 Rio - r ' $zh aolOs ,0 ,21a 1 o , q C.' LK $ /i USE Z'7S T)1. %O OP . 2.0 P$F (A. 24s,C w144.1) s 3G7 1- W460 ;1504 - 74 -.0 x2 1 ,, / 2 o _I Yew . 4'171c wA�.lh O, opigz€{.stX 1,9 vt ALI (Ai 6 183,?'' Uad= 0.14Wp = bb, 4" VIA-- 1'511" lioNI ? VooPrM ; so tAl4k a(OiuR4 0 —...... UVG OS p = Ce., irb Z = C t el, (17 Psf) (1, 0� , ! 0, .Cee� '3 % v. z c� �4004 e (see . 1 p�.�t -rnd4 • � ) c., 6 r x A N s vw, VT 0,7 1,3 I Ci 47 if (24.9 z , 6 4 ,, +1, \ 20 - a 5 4,8 '�.� z , 0 �� .3 ` t , 2+S.S) L 4.. 3Ri - , /144 14,6# ( sec. e, 2, v u 7nz ote II) 04114e1 1 I5J11ci GOvireol4 b0?H EG:rio�JS ,___ ._ jI.. R... VBw . W. /ZL = 7.14..4 /z. (e45.5,) Pelt/46v :a:m/4 VNs = t 1,7/2(•74.(0)= 44 s 4 146r ... (206) 621 -2400 FAX 621 -2412 MBF, INC. . • ENGINEERING DESIGNOF STRUCTURES . P.O. BOX 401 ! :SEATTLE, WASHINGTON 98104 • :�:, . w..,. J c .:tip ,;'sC.iG ,,.,*: 'S'.:.• .�: �.. • • - - --;-- _. - • __. le 1 . V�LD � .bo M��+ . s"" :0'sX) G•XI'bfuRE 6 (206) 621 -2400 FAX 621 -2412 `loof =tPa + 9- ,53.05. hx 240 . /2. = . 41,118, k +1,38 (.11 ?,AS.S4ff) = _4,1 1 75 ..4x- .t:f _;a.,1o.1 40M11,444e; • • LO1- Ifs (�N ROOF' '.DUrrM�fR%1� . .. . . .. Mhvt of , ...F6110oD No... ful 41.11Vfi[5 :.- r • Ts Gs ,,1∎.1 i 1 r 1) 1. 2M t) 3.2 s• MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 •. SEATTLE, WASHINGTON 98104 •PROJECT;': ,. .te v.1- 6614..) A$ s 6 ' 4 14,1Fitiot w LA U__ 2 -4r Fi = 04); ;t wr = 64,10` .... Ff l-ex T OI S ;;.I wr - 138,0 ti.; tio 3S, 610.41)4 . O ..$.74, £ 4.IZ" 7- rt e , .:. i s �..,.:�q,:.,,. -�.. .....- ..�.... ..�_.�......._.. .... � ....,. i . •I rL, 1. F gw 44,4 IL 01176.k1.F w g44/14, lei - r,I GHpfc,b 4PLI4E Qd, ) (v4 4v kb + h q , � S 1,7 (o,o006 ctb )'Z't'" -- H or t1(V) • 11"• DATE (206) 621 -2400 PEW J _ [ PROJECT Af N /iR$ ► 4 CLIENT ROOF P,Ar14-f AIt Coy, rg1rE %Et. ,,k D%rtoIJ �iG15MIU T)l. 1U9414 20PsF (IS h 223, w_ _ W 152 (;z) (is xi.) 35.7/ WIND Xe.4 a 614. (-ma/Aid—L. uB('i-b8) ,301.q? V EPA : C9,5? (b$,4/2. 1 G41 (3S,49 1 t.Z Ovefriml \44 = 125. 5`'`' MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010. • SEATTLE, WASHINGTON 98104 61a RREE4 Om ,kDD Tn d J I111f4. N,$ 1522— TO(2713,5X 1,5 1st) T a 0.459 W.F 0, t !!4 Kt, asi >z BY Aar' DATE JOB NO. 9e) ty54. PAGE 41.. OF 33�,ZS • QSI Wq,i• SSG 427 Yew= A)44141 Wus= Bet o,$ VAS = O.14 Was= 1a5,5k (206) 621 -2400 FAX 621 -2412 = 40, E5114 MBF, INC. .ENGINEERING DESIGN OF STRUCTURES . ; b`'LS! v J , P.O. BOX 4010 • SEATTLE, WASHINGTON 46104 PROJECT ,'!Ii!' :.r'WJkI��� � •PfeeSl$iG �WDI'Abt� PROJECT ,.;�. ��✓� . ryWJ `•roftgetatt. *Mall soap r CLIENT •j3- :.: � NO. ;`9 0 . Id ;4' :fPAC 4 E _ --r-- _ – — 77 ' 7 • MBF, INC. ENGINEERING DESIGNOF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 _11 . :t 1 ..... .\) '' Lt SL,j • 'f • r A :b+0., F'y s o.01.— J . I 1 1 (206) 621 -2400 FAX 621 -2412 NLw s yitayy 0, le* at • • , « PROJECT CLIENT 4N0441 came -Rs Wu.- MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 owa itro*►112i -I. I'Ra tes- RcrJ a Rom = (94 rAr (7,5 "4z.) (3 )/35,7 1,67. ki.F `WP F eI ' r W P a 43 (1)(d75)(I.61w,r) z 0,37/,I4W' > Fpr1w s (L9kD 1 To W M.L) 4F 1G &OOW/ Or' W VD 0 7k:fI6L * rRI'enrD4U1.At to 1 1 i1M4 1 1/4*p►g, » 410/ 2. a o, ! k A 6 . --- 4c*I'f1letoy .JoDp Tfl 6o►J0, 6DNN• p i l bizmo : 2 9 j2. .1A s0 k/A,b • A , 6, IN 4ONGRe1 wy GP&6 '1�Kt, ` '1 y4 " - k'4' vour,f) !n = 3/4" 0. =34 eCtb (4/4i''' R, v, VKLww g_A (3,2r") : 2,51 �k Ib ,5 r rg.I aJI %I:Zli D op s /,�1P /n6. : 31',x6 BY .* DATE q WItY��v aN'D 1'1 4 JOB NO. gO034- PAGE q 1. OF ay-kw (pour-F2,) 434 P p3+; Mob us1..r, a 0.'1 " /A,6, (Its; A1.4401•J INGV4161) 0 s 3,1 Mr, /A•s. i1+6 . 34" 4rA IJv (206) 621 -2400 FAX 621 -2412 'LOG p ,1►L G - W 1,440 (1,333) s 1.01' v ne *.+ "4P11104 u6 ►J•s 0,911% r Fo = ,37G Ka 0.2 av v. t ` � Fe .31LKo 0.0jL xis' T�E rmwg 2 ;I Ins wltR6I e MBE, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 '16.11- YNUVm. • 1)0.6o • (206) 621 -2400 FAX 621 -2412 BY DATE is toy. / JOB NO. ?D03 PAGE OF LPL 0 ) R"D, .01-Y) F . 0,3 (0,7C)60 0,01 A ) = 0,0045 A Ubr y l• v f1'pr 'PV-1 9 Zp . t.s rcc spa ryM ) - n6 fin 4 6 Fr i : , 371, (4) fa 4 1 5 ,± V: 1 514 p.i97 < 0.4o k‘F two - NO S?MO ori6 tg GH�G 5ubfk /Ft ieiel.)4 ON +X lo 12,F. i!t : 1.0 K41 �t $ 1 5 7�3 , ixS.S (1,33)-1 0,0101 ksi oK s 1,LC 014 60wor otAl-r1 Z - I Si E'f PV ?Lywp. Fyn,/ y Fp3 + F � ,A M (o`?G 4 yr 0.004S (4x6) I V =t,t Zb) - .0,103. 1' 111: ft7lig % I. b41 u5ti 4 S1/.1(1 (,AP 61 STlz►S %1.333(1.11)'- 1413" 1.641- I, (loo) . 2,11% oYeRsTREiD 1.41k PROJECT ktr 1444 e CLIENT pr -o,370 1.t,r r t t 2s' t 1 ¶ I; Li MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 9'bc, 'S VYJtilfP4'I(A"4 3 (at. •t;) Gz, Aloft. f Pi &0DIN[1 •Ft /artti.f- i'ltcsl , Fb • T 0, 7i1. 03+ 17.i J' )Y f o. 04 S 044 � M 0 1) z 11f/ it : Z Ig 34 k , gty q7i- 7- f �MRY► Sn• °11,s 4.t *� o.u3Sz �9ib� , I,a "FZ 1,1 t tgi3� 41 -}t . z,,gf,,`' a I 08 —. 10.8 '. 0 rb (1-1 ?a o f .i 4) looPIATWR/lvvl 4 1,Q, �S Rt d,3 -lv is) . 0,0044175x 31) ,. 2.0,34k- Litt Z .T '� 1 T �' FP c4tdcb t'lw.8 IN T.V. Z -►►s - '('- IE+ 40,61`60)(0,1) 33,48 V = R .zo.ay - 0.55 MA; air, /•.4,1'. 7eo/1.0 4 �1 Je oof 4.oE /0,3 6.77) 4. .0, o1RN Z(21x6')1 Atplb b1 I' (452:1A.: 1 i3 t) vor5 No? INt.iupt Ron) Gt.) Me Oa FxO 1 PAEVINS Prr SvDtz z Vit1400 0,34 4 • F k(tliir 1 Jji(' fZ gftlf+eii, E& v a =-; - 0,; 314.F AI.R7rDy pC416N8D 1i FMK Suil), 2 ' s 0442. .� Q, 1 Iii Yr° 5 :. 0 T l b /L d 00 bb k►f ol( (206) 621 -2400 FAX 621 -2412 BY kr DATE vs rVr1 19 JOB NO. 10)34- PAGE I' L. OF F11,,6 4er pl:Vvi J$ rb . 4.74 (vita (41110 =1.7L 5101 rf a %',S 0,1704q0 1 z,y ` g 4f;Ksf � =t 1 /1 S. alL.,p,o ;tt 74. O / V 3, • °/. ov4/+0✓447bp4 3 7 (co t -u ENOS t) 646) A-- Gorr - 1 Oct' 9-" NkI L'G N - S lod C+ b IUAu'cr w (G,F. 4tor ConaC. 1/19 * 40' -tie fo i ce . pF Is -(o (%L Nev. Gor. / 04_ ovtg en. yl>- fOR('.Fs 0.33 a (240. PZ') t o,0o4r(1o.r x 3l)% I t7_9,0 .155 y 11.71 TIE iD't- TA'kt +.4 ;Nick, trL., ciwo'iJJ G PROJECT Air kfMtriVe6 BY k . DATE le h/rt2 CLIENT JOB NO. 'ooyif. PAGE 10 L. OF st' 701% 1 1' T T " r T 1A ,1,< 0.; 13'.3 11,15 Nati MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 'S StZ P I ATKRAWi b' r. a•31b4r (m.). .} ( O ;vDgs(11.33)(ar.) 1 - I,20K LD 1t17•13) 41 r G44 BM A4 , 0 V ti ' O, a GTK DAY Wn 6IFJV 41)PDIM'1+'02.1.1 4 move OW . 11 -5 o.37b ( 3 A) + D, onyS • , cL t..") ° Lo, vtl V * zC'�0 ` 0, z$I - OAK. • < 0,32 Kit` ADD It .SSS ?L4 Pura* Ar4RoSS R' 1 4.2ro t o,oud (r).(-1.)(1r.) 241167 ti 2 = 14;+3.17 t 0.4' (71.4.1 )(SO Z7, bG V - 0 0,3 Ztict,r > a.'4Y K P 'Cr 7/ e 7 T ►c foKu - 0.37(0 (4) + 0,004:(4A t 1)1.1 f - 4 .ert+ 5 )0 a /1P11' 4111 4A E.s I.39u(7t,1) + .z ! : 0033 6SkuF Fp2 see Ptr •8!. I• 1{Al�ri�l- r'ite . 94 �1 K ' - cornier.. "fNRo *irH Gt.. GaNU:NS • 64to far 5 e44 � ENO Como;., O, VD4f(7 : 35 -rue CO 4.- < 0,9Vo kvF ► 111 host (206) 621 -2400 FAX 621 -2412 PCIREF ENGINEERING P.O BOX 0 0 SEATTLE STRUCTURES WASHINGTON 98104 PROJECT BY DATE CLIENT JOB NO. PAGE I IL.. OF 4oyyiArital 1.15 F p . 8 / 4/t J = 0, 3 (o, D. 2.) (orK) : 040D4$ y C r l C 1)6 fo+z % (q, 0,33(4D+ i,00Vs(4 -x4-' 1:1 1 2�1 \/: b - r. p, I11 kL G7, K. Av kL,F 1 ' I . f i F A , L e , t , S p ( + (4x 10 . 1,44t Vr f =0.Ib3K e V - zg 0, 301 ttf t 010 ok. (206) 621 -2400 FAX 621 -2412 1 7 � h S i t l A 4 is D o , . 11� Foc-t - F, (23)+ Fre. 64 s : 15 , V= 'r" ; 4 r) ^ 0,91144i-cc 497DkLr 64. Coor+ova.)3 crt�vc� �t�ULE VP) & - '9. 4 �& Fne4E e F (11)4 601. , .?4)03 - )c ifo, 3sk- ll 2(z 6) - *0,35 To GFl2ctirf FoR ScnrdsAr TA AP - 17L� slows •k 44) 33 1 3u, 'FIB F9lt . i r? ( + FpR (3to X 4 , 33)% 2 1 , 1 C I si eW6o0 5 15.14 IF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT BY DATE CLIENT JOB NO. PAGE 12 LOF 5UBwr9 fs cDNY b T - !, C31) .- Vea(a"Jx23). 17.74 -2,- V= T - 0,3 rio '7 0, 3 2 k.c. ft, a , t K 0,37L0(31)‘ 2 ,t " 0 �3) (206) 621 -2400 FAX 621 -2412 PAWL Of1A0!.ANO 1118111/11 NOMINAL THICK/MU (Inches) �s� 11018INAL WI0111 OP MIMI (Inches) i 1 CASED 1 AND t. U-yE • Vol. r 3' Y r� d - Maw rit .- 4- tr.• Illnenum Penshetlen M Pesemer Speel t, /.r Lin. M DMa a .. • 4 3 I Od 3 2 650 870 940 1230 — — APA Common N 13i q 2 755 980 1080 1410 — — Sttvctttall 3 940 1305 1375 1810 — — 23h2 14 gouge 2 3 2 600 600 840 900 1040 1200 Staples 4 3 840 900 1140 1350 1440 1800 Rated Sheathing 10d•' 3 2 645 870 935 1225 — — Common Nails Ili •1100k- ,../I10 • 1075 1395 C.D 3 935 1305 1370 1510 .4 a 14 gauge 2 3 2 600 600 820 900 1020 1200 4 3 820 900 1120 1350 1400 1510 !Ai. Staples Pogo 4014 N TABLE NO. Ii--ALLOWABLE SHEAR IN POUNDS PER FOOT FOR HIGH -LOAD HORIZONTAL BLOCKED WITH FRAMING OF DOUGLAS -FIR, LARCH OR SOUTHERN PINE° FOR WIND OR SEISMIC LOA . „ - :4 rt . N 'S 'Allowable shear values for fasteners In framing members of other species set forth In Table No. 23.174 of the U.B.C. Standards shall be calculated for all grades by multiplying the values for fasteners in Structural I by the following factors, Group 111, 0.52 and Group IV, 0.65. 'Fastening along intermediate framing members; Space nails 12 inches on realer, except 6 inches on center for spans greater than 32 inches. 'Panels conforming to U.B.C. Standard No. 25.9 or NER.108. This table gives shear values for Cases I and 2. The values shown are applicable to Cases 3, 4, 5 and 6, provided fasteners at all continuous panel edges are spaced in accordance with the boundary fastener spacing and provided the maximum shay b limited to 1200 pif. i- TABLE NO. II SPACING 3" NOMINAL —TWO UNES 4 TABLE NO.11 r SPACING —4-NOMINAL--TWO UNES PANEL JOINT M N FIGURE NO.2 ... • • TYPICAL BOUNDARY FASTENING (Shown Is two Tines atomised.) D •rw.s,t mei.1952 /` , „.) gG P1.4 14D Kohn treivo .4 LE NO. II SPACING 1-- 4" NOMINAL—THREE UNES PANEL EDGE NOTE: SPACE PANEL END AND EDGE JOINTS Vs INCH. REDUCE SPACING BETWEEN LINES OF NAILS AS NECESSARY TO MAINTAIN MINIMUM WINCH FASTENER EDGE MARGINS. MINIMUM SPACING BETWEEN LINES IS 3i INCH. MOWN Ttr NISI Mil IROYP NO. (his ) 1%r I 24 1 %, 2, 3,4 16 1 %s 1,2,3,4 24 3 %) 1,2,3,4 32 1% 1,2,3,4 4t Page 2of4 with 10 -penny galvanized box nails. Other noncorrosive box nails may be used if racking shear values are not required. The foam sheathing shall conform to Section 1712 of the code. 303 lap siding may be applied over nailable sheathing (see 6 above) or, when span rated, direct to studs or over nonstructural sheathing. When lap siding is applied direct to studs or over nonstructural sheathing, diagonal bracing or other code - approved wall- bracing methods shall be used. A code - approved weather - resistive barrier shall be used beneath the lap siding, except when the lap siding is installed over code- approved water - repellent panel sheathing. Lap siding 1 /2 -inch thick or less may be installed direct to studs using ti- penny galvanized box, siding or casing nails, and 8 -penny nails for lap siding thicker than 1 /2 inch. If lap siding is installed over rigid foam insulation sheathing up to I -inch thick, use 10 -penny (3 inch) nails for 3 /s -inch or ''/16 -Inch siding, 12 -penny (3 t/s inch) nails for 15 /32 -inch or I/2 -inch siding, and 16 -penny (3 inch) nails for 19 /n inch or thicker siding. Nails shall be installed at every stud along the bottom edge of the lap siding. Nails for lap siding over nailable sheathing shall be spaced 8 inches on center along the bottom edge. Minimum head lap is 1 inch. 9. Shear values for 303 Siding panels shall be as given in Table No. 25- K of the Uniform Building Code for the specific grade of plywood panel siding applied directly to the studs or over 1 /2-Inch gypsum sheathing, as noted in Table No. 25 -K, Thickness at point of nailing at panel edges determines applicable values. 10. 303 Siding applied over foam sheathing as described above on studs spaced either 16 or 24 inches on center with 1 /2 -inch gypsum wall- board installed on the interior is an alternate to the construction specified in Section 2517 (g) 3 C of the Uniform Building Code. 11. For use as roof sheathing with the underside exposed, the allowable live load for 303 Siding shall conform to Table No. I. Shear values shall be as given in Table No. 25 -1 of the Uniform Building Code for grades other than Structural I. Thickness at point of nailing at panel edges determines applicable values. 12. 303 Siding with a maximum thickness of sh inch and a minimum thickness of Vs inch may be used as a finish material where Class m materials are required. APA grade - trademarks bearing the notation PS 1.83 on any grade plywood panels indicate that they are Class III material. 4ilighlimilferbleigifillagiNfligiis: High -load horizontal dia- phragms may be used to resist horizontal forces not exceeding those set forth in Table No. U. The diaphragms shall be constructed in accordance with the requirements of Table No, 11 and the applicable requirements of Section 2513 (c) of the code. Fasteners shall be located as illustrated in Figure No. 2. The diaphragm shall be installed with waits! inspection as indicated in Section 306 (a) 12 of the code. Staples shall be placed with the crown parallel to the framing members. Diaphragm deflection shall be calculated in accordance with U.B.C. Standard No, 25-9, The e, values (in inches) due to the staple slip are as follows: LOAD PR PAM a„ Mounds) Onto) 60 .011 80 .018 100 .028 120 .039 140 .053 160 .068 C. Wind Resistance: 303 Plywood Siding applied directly to studs is adequate to resist inward -acting forces and outward- acting forces caused by wind velocities in Chapter 23, Figure No. 4 of the Uniform Building Code. Exception: Where velocities in Chapter 23, Figure No. 4, exceed 90 mph, nails attaching siding to intermediate studs at wall corners, as defined in Table No. 23 -H of the code, are spaced 6 inches on center. Report No. 1 952 D. Fire - resistive and Interior Finish: AM Structural -use panels meet- ing provisions of APA PRP -108 Performance Standards and Policies for Structural -use Panels (NER - 108) with AM trademarks bearing the notation' PS 1 -83, NER- 108 or PRP -108 are suitable alternates for plywood of the same thickness in one -hour fire - resistive floor- ceiling assemblies permitted in the code. Two -layer assemblies may be constructed with she -inch non - veneer APA -rated sheathing 24/16, in lieu of 19 /n -inch or 1 /2 -inch plywood. APA -rated sheathing panels may be installed between the fire protection and the wood studs on either the interior or exterior side of fire -rated wood frame wall and partition assemblies described in the code, when the length of fasteners is adjusted for the added thickness of the panel. The 1 -inch or 1 /s -inch APA -rated Sturd -I -Floor 48 o.c. panels may be substituted for the double -wood floor for one -hour wood -floor construc- tion. APA structural -use ls, with a minimum nominal thickness of 1 /4 finish inch, have a Class III n sh rating when tested in accordance with U.B.C. Standard No. 42-1. E. Fire - retardant Roof Covering: Non - veneer and composite APA - rated sheathing panels with a minimum nominal thickness of h6 inch and p lywood APA -rated sheathing panels with a minimum nominal thickness of she inch may be used in lieu of 13 /32 -inch or 1 /2 -inch plywood under fire - retardant built -up coverings as specified in the code. APA structural -use panels may be substituted for plywood of the same thickness under fire - retardant Classes A, B and C prepared roof coverings and special purpose roofs as specified in the code. Non - veneer and composite APA -rated sheath- ing panels with a minimum nominal thickness of 3 /s inch may be substituted for 3 /32 -inch or 1 /2 -inch plywood under fire - retardant prepared roof cover- ings when shingle underlayment is used. F. Identification: The 303 Siding is identified by the marks shown in Figure No. 1 -A. Panels for other applications covered by this report is identified by typical marks shown in Figure No. I -B. m. Evidence Submitted: Test data, material specifications and descrip- tive brochures are submitted. Findings IV Findlay: That the special uses described In this report comply with the 115 Uniform B This report is subject to re-examination W one year. TABLE NO. l -- ALLOWABLE LIVE LOAD FOR 303 SIDING USED AS ROOF SHEAT ING (Plywood condnuous over two or more spans, grain of face plies across supports. Uniform load deflection limit is limo( the span under live load. live load capacity for all lined ccnsuuction is 33 psf. This table also applies to sanded and touch - sanded grades of Exterior -type plywood. =For appearance purposes. blocking or tongue •ad- groove edges at maximum span should be provided. $Group I Panels may span 32 inches. r . _ ag, Space nails I0 inches oa center for lj" i e ','' ; forth in lbb a No. 25 -17 -1 of U.H.C. Standuds shall be calculated for all r r i .p!..� t!/ 5' `it 1, r . tictost: stoup Ill, 0.22 aid Group N, 0.63. _ • ; At . -•' or wider and nails shalll be staggered where nails are spaced 2 inches or 21/2 inchei on Center. sheltie 3-inch aomin l or wider and nails shall be staggered where lOd nails having penetration into framing of i1 3 hxhei or less oa Carta' - 1 • . CASE ! . - smarm • uts CASE 3 s aribe • Caau+aaN Past Mm Me: Framing may be located in either direction far blocked diaphragms. . r "f•Na �y,ALE SHEAR POUNDS FI -U CH OR SOIJMERN PINE x . Y u TOLE g0.�"A FRAMING OF at cads r wthavir ear W OM II Mat wrrM asMss PON Ira 4 i 180 �� 110 125 NEW Gal-17 41 PEA1,6 Avvl - r1 o$.1 NEW ricDe1 DcP2rTu7N C-t' i ; UVG 1998 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 .. SEATTLE, WASHINGTON 98104 PROJECT k 14 ecv.e4$76 BY Ati . DATE 3011CPg1 L 90 CLIENT JOB NO. 50 PAGE I 61, OF TtMrbE R 24 P - y4- FitEEZec c 2,4 Km = %ovO Kh1 ▪ it.5 = a,G5 • o,/.5 K41 • Lf $441 I,I0 K41 • 0,61. K4 OT1tel& - riMl►.a1rI, PF .Lo. L F1, 10' K41 F� No% ; U41$ GM•Vp1J1?42 GoNw1; tf to 5 AVPID kNY FIG,b wE•I■U 401-P 410046 -WET L Go iviTIo1) 4 0,6 - 1.92 k4% • 0,633 = 150a V * 0,0/6 = 0,144 IKI 41011.406 • OS t)ye GOatirt\v11 y4 O;tV & 1,29 K4t FOR 1HIGKNE46 ` 4" * 1,00 • I. SDIVi1 fig it11(i►cNE o+ 2 S a : 0.092 4 0. 9 7 4c I,ao * o, O+ * 1, OG 44 MO • 0,10 * o,9 4, 0.97 4 I,ov FKh1GN01.6 11.1 o 0444 k41 a .43 1cti1 • :1.206 K41 • 0.6$ • 04374 )41 0, b4 Ks ► .0 (206) 621 -2400 FAX 621 -2412 ut> -s8 P, 1,{- ?MOLE 26 -g•► pru►sri t •raP1k 25 Fr Note '41 HFR'T MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT Ails WA .EF4 BY kb, . DATE 3p Anat., 90 CLIENT JOB NO. 90 PAGE GL2 OF ■4E1.4 GQLG y7Dltlrtie Ac P 1 I2 NCW I~REEZEIC AT PrTI oN Lolct7, KOOIr LL. 9461-1 17L . b/4 11 PLyWD (1,3P3F) + 4X12 rvRLINS 0 4' 61144'49 f4P) bUIL1. Vr Roorn4& 'f r1u NKL. SY41EM -2 0 t'5UProarro OT' C'b,erLF + G2 .4( 1 )1 4 1 129 104VAcrAt IG9liL,S e6ILI►1lt '44ousfikA. TI,4 RIi6 k6usp.44$ 1+" IN4V6, a /11x IL i a,'i + 1'1BLN 1,6 nil P Tot a eo rir * ,h,ti - 45 f$F N D : NEG41 . !Wolf . 4016 LoAv.5 AND piAu. 6rs-104 UaES MDT 10LuAllb ADDVE , 4BE 361 - -A, FvR 'fttE4E ,0414 4 WCA1Ia J , (206) 621 -2400 FAX 621 -2412 i PROJECT Ake,. WOc2Eti BY kb' , DATE 30 Impti "to CLIENT JOB NO. 900$ 4- PAGE 3 GL OF 41 4d O 3b b4 32 0 Z$ Zs' 37' / 17' 3 8' 33' 37.S' 24s s' 142 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 V (rL t 6L•1 �� -c Gc,• 5 b (.01-'f ,t) ) (,t.-S 0 &L•S 0:1 (sirs ❑ &L -S D 044 6= GL L G�' t./V4 (ft- bL•IO Lt4• ee a V V GOL9 4 olt,0• 4 91 11D 4 -•}MMf 4& ?Lk$I (14,1,4,) •5T 4u4E 6a).1r711tO■5 1.1ft CAKL.VAN►26O 1 — izEPM1L l'JI111 CfA14 )$.5' 3T At i a it w .. j ry N6.4 b44 AT+a L�J n n 3b' w FKEetell. k917I11 4 — FRAM11•lLr P1.A (i47.4,) 31.0 l,. GL •1 40' 14 41' 54 0 19.5' 20.5' 17.33 17.33 fr1H✓ via M).te d7tlsf 1G/li44 1G' V UL- S P34 x Z7 ("vg D• 4.011. (rL•9 a•4 4)I4 GL.•Io C.t L Cr 61,- 1 534,A11 (206) 621.2400 FAX 621 -2412 JIWGR UL I•i'l1447r M.: 38.6' 31' 37' 37' 313' 3G' ' 1A/t1JJ 611 4114 I" 4.. PO Ad Ce9LF Q' -o "S V Potn T f I I I i i r I i l t i r PROJECT A& 1 CLIENT PRILrGF.A1low a1L LOklw, , 41 114 KLER Ldky, GRP% Mkw G 4 4 W woo I,IUE 2'4y" 41411 ® ®®® ® ® 2g Li' 37' � 37' / 3>3' i 38' / 37.S' -' 245.C' �s -G" 5=- 1.:15310 <011s 447.`• GOLD lefoKAI4 AV0111o4- FRAMINI► TI.kN (14 ,7,4,4 WT I � �'-- J'1 3�1,3is:. STS —j/ �I • Io6.0 4,)1.1.! 1 e Z110 FKBE;EIL MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 1 ° fl Q I71ON1 — AM11.1& 1 BY DATE 30 L 7b JOB NO. 90,23 4 PAGE 3 61.AF J� 19,5 40' 7+ 1' I,14I•Il! 35ao * /4b A%t. 1' - ltvu L.7a10 411 110 1» 34 \ 102.1F1 (AU P 1 4•,JS Fart rw.4) Iva 4464 maxi 111: X447 17,33 II . � 1743 40,33 1'4,0 / V O (206) 621-2400 FAX 621 -2412 501'PDA-r Z'2.n1 or 14S Jlr /144 PROJECT PROJECT Atr khemekt 6 BY A& DATE 3'Gd4T1<IL.90 CLIENT JOB NO. 9003+ PAGE 41 . OF PREEZER D e r v (T I v 4 REAM Ci- - I MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 P'- 0,045 (37,75 x Zo.IT) + 0,035 (37.7sx r 36,4 -5k USC: g fAor) & .; X2 : 11,73xi : 37, 5 0,4,4 t. 0, 036 (I 04 X'.(1.144) = 0,095 KO' VI it FAL + W C z 383 ,3 3404' &if / 5x : ►^ ( 113 ..3 ►z) lG 606 10 Fb (1■55) 2E 4. !Aar� 1.t} 16.04 CA. - I 21.1'' I$' =oIi (I.S.. RI. . •21.1 dL 10 x 33`' �Jv► : 1144•Ihb ITV` (FrR 1^101. 610,6 yPkI J LSR I.oKO P.3 V0.90-31,3 ; ►1 •• 90.52 5 K= Vogl' el our + O. Cl95 (T - L3,) . : 1.5.01 V a , FvA (0.1i,(V10.1Sx1 ;)5 59,02" T - -. r r� $ k! v� 3 Pit , tiP/2 r 17.33' El L.: 40,33 0 .96 , - - 39 .37' .2.3,3 r 1.a; 2'0,41 ,21,1 %awn1 or./.1.1 elthlJloo ►>M) ah 4 I' let d al s a• 6514 DfotIt 1N4 ktEA T 8n WID111 x 55" 1' P = 1o,1C xi % 53,15; LQdQ ON 13oARl'J, R wo$Sl GCSE' Rv' 22.57. r : . /,4. 2233•/ 53,15' • 0, 41,5 465 F46. %al•T "ks1 CGrsM'. L &AA1w ([01'11'5/ s1) Jc441 "WOOL 5GL 1 0S151441 I — dvr /i► 0/1 CMG r /MIflCo OrRrA:2 /1>X02.xZ' II % $e' (6417- 41'4 �o „” � 1 h t n,,Gr Rv A04'5 4 = 3.103 (pugLia LoRDaJ at: - - ?) /lat /6•c14 F t . 1 e c i t b % R ` /4 ' 0.31 I sl < FL4 ` O• octo bK . "s �,1 • F . w p , �' 00 • 3 LI1) / if = ��" @ it LL oNi.' ) D' 40,13 4,02;1 A ' ^/ ILo = 89:6'! ( . 5;94 4 ' (pox DL44 LL) Gow - tots LL /TI. % 15 144 Mir • 0, 554 6.1.t ) 444.4.06 OS S6( ) E. ?Al, (at 2.b) 33,E Ca4 zb) 31,r (11.1�(n -1 3(t )�I,., +1(11.9)11:1. ut1.t 27 Z Q 0 1 1 (3'+11 o) ,s-jj 2 . 1. 1) t.° 1 :s.4 .t ;4.4-1_6 EYJBt pfE Io i' -11.2% 11�18,V L.ow DStY us e AIM') .• 1//w7us1 C odube t. - 575. 0UI-1 4h Do Der L 114 • 0.??. 4I.S = 1, 1 CAtii it' l,5 J�o�t 141' 1ivt4 OF 'TvtljtAt, 4M6eR z 0,05 L � : 0.01(39,37) : Ubr 194• (206) 621 -2400 FAX 621 -2412 • 1+i ,Z -IM.- At 7,74A hls� �.s -nG r t f HMIF PROJECT Als Selkit i4+E BY ALi DATE 20 CLIENT JOB NO. 90034- PAGE seq. OF PUEZER AcpprrioA BEAM GL - 2.1 0 rso.045( ti,33')40•044 ` 1) a 31,(41 : o.0$S (I0'4 K 3U /144) s. 0 k1F f4 4 �L ?: 282,3"`• $x L 1 , 269.,; 01) 0 /21,4 in Pip C .►t) 2,4. (•IS) ucIar : o,ol& ti e) 441,Ing s 1 V = 2 /bFV A • k (0,14`!)(I0,1r* ZL,t) : 33,1t •k. GkND ER .. C 3 4 , 1 % ) . 1 %" U4L it/vi kohume 1401wr eiolg - !' or-lN 'R NA*.) a N I DSr AN (2 gem.v,H LI Q E P. 31. lo +.n5o (g) = 32 I*J wPBD Ia "41) 9'04. w9iO4p M: 2r6,•4 ) " Sxcls.47. s 4. Q.'43 MBF, INC. ENGINEERING DESIGNOF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 6►L 10/44 x 2 5n a 1314 t v. I.o3 N Ir tIvicr.3 0.1 1111.4 k -ca A p, , , s 15, + s.A Z. (0.01(45111.) 4. 2.I1)(34.(0 4 5 (o.oa�C3Y,if .. 0101, 4$e . 3b"/LL 411 (I o) , 0.1i'Ic 3t,t(e;) (206) 621 -2400 FAX 621 -2412 GL t o o 1747 FREE1fsK , rvvITlaµ fuit N 16 -I K.1R1.11.1 131 14.O,1YK1* x0,4K Mrl : WI.'' /,ti + P1 /4 ` I'r,ti► tixf M61) v1 11 t FI, (I.It) I.t (s.It) ILF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT /ar 11114.etfii BY DATE L Juo( CLIENT JOB NO. 9bb3 ♦ PAGE (p OF Wont 6 •ogionew. Lon ri.v e rsoriats W = O.o46 (4'1 = 0,1 so KL.f. P,. 0,01 (r) = 0,4o W IIc WI.' /e' 4-N4 6.I33 5 • M C11•) j .M 01.) SL' ' ins Ft, (oil I, 1.15) V : H (I,• 2 d �ti�jy : o,8 (I4.1t - z j�ti )A ( 4iT)-4- . '21I,IS ) -. I,3+1' VI i F„ X• /0,090(01.X II1�4° ; 2.4116 qc 4x12 4 -O" tIF. ND. i, Sx = '13.8 $ Lo VOR. P.G. go. I. 5x G,*4 1 : 5 3.1 1* 140, Fim 17.)3 •5 0.1C )(1,,t ) 12. ih 3 V ; u .. % /t ail) ` +. g 1.1C P T9 4X14 0,1°,0 V' c fvk= s (0,09t)(3 .xI3'i4)• 2.94'- o. k. 41(i4 4.'-oM 0,F03.,1 Sx • 101:.4 4.11 444c" ra D.II •o. 2 SK (1,,.;„)): IIO.4ih +s�: q4" rWRI.1 u b.2 w/ Gone. I.oMpg Ms- WI t ro►b/ t. + P, . Zy,13 441. 154 . "3 cI4E 2- 4-x14- AI7DITIO,.ML. O G p1yS = I.sTtI,4t ♦42.; MY-. .4 vs 1,4i$1. OKr Zti.l' fCr. .1- 4 IA H.`11 MuM 2310 iCE 3.$ 4 L' 115 w - - I4,1 0 (206) 621 -2400 FAX 621 -2412 11 -1 4X Dr *I 3 -1 4xI4• DID *I . 2- IS -1. 2. Wit' flieB2 ER A PVrfroN $eAN IF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 ! SEATTLE, WASHINGTON 98104 PROJECT her 1.4OCR6 k•! BY DATE 50 CLIENT JOB NO: 'jpd34. PAGE 7“, OF Wric*T 4,4 W /.8 .1.1NC C�1n►ofr,ln1 Lo. 16 Lo/rp �ilePmor cam a.,T row *-1 Wv L1►JE 8 W : 0. o4S ta „±, t1 � t O, Ur% KLf / i\ IB,9L • ti gig /34 / c 11.7.41 Yi 1y f U_ �;:11)-ir.5 1 , 1 �bf 4•f3 o.sof V DI,Ie,nAN 1 F o.04s� 11b.14/ M 1v) . 3 11444, tor)" '1�i� 4s/4.x 1.4 Sr s 77711. 1 Z2.,3 0 0 m 0 38 R= +Z t eMwr 4- '1x1.,f %): I$.I k 4• = 3 F,4 A i to,lG()(t'4A't 2(, o1" 0 ; yo .. 2 hu ; � & IN , Yt 7.,r Is'1. a 1r,3 -0 .11 fi h° Iii ...o1. IO,ff( 0 / o.o'1 1 bb4 FL-A4 19 1+11 RI omvc. R= 1.4 L 5 d•C GM. 1.0■0 r. atn a ,S V- /4.0 • 1'1,1.1. (206) 621 -2400 FAX 621 -2412 • vll FIE �DV I'C 1 o1J {F ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT Ate. W /Kg BY DATE it l Ly 90 CLIENT JOB Na. 1101 4' PAGE 25/A, OF • 130A4 GPI- - Woprt sm W/ fofrk10KZeC okINJ C NIRSPr4) 1^1 009 140 M, 1.4 Nyd : I' , 4 i !! Ivb lw) R, CGir) 2,`/ (la) in � -►4,9q Vic 1 (o4I4 (Q)4411v) t GR+16zti y° N c is 1110: o,873 4 61,; „3/6 0,034- taw -,. r (206) 621 -2400 FAX 621 -2412 8 )c Z4- 3 l PROJECT 4(, WKRr,4 BY 'fir DATE 3 JuLi,10 CLIENT JOB NO. 1003 4 PAGE et &1. OF 15600/1 Cwt.-6 IF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 Wool 4,t3 . oft )' Lvve 6 Sf aI"KLCu Li4E f # frretd/r-Lex HISS P c`Com ( )z1"' $1, WAN. N Sek( uo P1Lt fri (206) 621 -2400 FAX 621 -2412 04 Owe ( sq .M, ) 0.9 KI.F h ' ♦ Pe. 1 b'4, I 'I` 5, w 131,3 00, • 02P ueri vN 6 x 4 7 56% 955.5 Kw wt •1 t = 1'1,'2. • i` rto A = f (0,144) (Io,1S x24 ) 1.24 O.K. I LinJ'» Al i = 11,2. 4. 0,01 ,- t) 3 w , c . 18 , 4 • FO 5 XL G61. 0, os 1 4.• 37,►' skMt A's Above 53/4.X27 ri0l.'17 0.rot•(E PUr411.1 ;'1 0j GDIL LOADO C) - D.o4( (4)) s D,18o k.Lw Ps:' p,oC (8) = a, 4o - r OS' IF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT Aif WkKEWsg BY ktr DATE 3 Jvidi y CLIENT JOB NO. "205 4. PAGE 10 Crlr OF Si s (jL' . M , to , 1 24.v^ V(I.rr) I.L7-(Ior) R AJ 04E" -- 4X12- *DOI'rim C011.5 17•2 4. 11E110 .. Oil (11 30 s 1.1S - I.1. b Fv4 3 (0,00.)e31 1114) a = 4.$3 O.K. I°Utc.I,IN � -4 v. 1gKa 1 0.40'- M = va i Pi t./4. : I o, r? Sx h (ti) MX') in"' 1.1.1 K.= 1.1 V'= 3 (o, 092.) (3 x 1$ --� 4x .. SKi IP1..41n L For. j= 19.5 44; . /1. : I g8 4: ,.834 "• 4x= 71.5s 40 04 n �pR. h r1.33 - L(4 /9sL J 4I h - fi, 0 �,1 • b , 4 . - 002, 12 - r 1'4,346 -f3 lye) GO I k USE V -1 • ft: 141/f t P L. : 741 6„ ;.uz 4,( (206) 621 -2400 FAX 621 -2412 Sa ro.4o1 .- 3 0- coil, z• *Xlz 3.4 4.)414 i r. PROJECT ,A W. }-1 BY AZr DATE 5 JV.,y Ro CLIENT JOB NO. 101734 PAGE (01, OF 6 01.17 *To1r-k"6 F O.D' (346'x) = 1,134- R o.11" W O,o4t(l"1,33) o,'7 Itv Pt 6,11 ti ri.9d) R I ' L * i � 3 , G ,'W,T. .. R.' IS,34. 1 c 14-1,04g. e%e!c1 14.7.1,10 ✓ 01, (Lis) elo ENGINEERING DESIGN OF STRUCTURES IF P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 8 x = 172 L ; - X1-7 b, L vi I4 4 (206) 621 -2400 FAX 621 -2412 MIEIF ENGINEERING P.O BOX 0 0 S S ATTLE STRUCTURES 98104 PROJECT ,11.6. h meri4 BY DATE S CLIENT JOB NO, 5044, PAGE I l61, OF G 1,4 4 1 Z/IV 6 1fAM c4. 1 1.4 =o,04 . (2o) = 0,9 Ps= AoS (2o) 11 l'1'w� 41,00' H ( a 1,G.35' i,,i I,gL 0 4 ,„ 314,1;03 auvv,� :o,03L g 0 . 5 1 • S /e '6041 GL• yam, 1�1 = D, .035 ((Oyu!, SDI r o, o94I kL.r P - ($1,-S IOW + 4H'1"'1 -r r y ti xzr 144 e,/Lccs: 0,o4r (t r)xfo : KT. NI 'Y7' Sk 6 FN Co.) Ob. (I,ic) r- v ; VI.IZ1" V ' a � v _ ; (0, 144) ( 1 034 Ai 10) : 3 7,l. 16 0,1 • 40( N114/tc. Or J3 L /, Tit ''r ,h 17tiP 6` "'toe )D - 7X3 .t•. = 2■S‘ V z ( . l c Cr 7 '''2. (206) 621 -2400 FAX 621 -2412 r r GDI�D `.{1•be 6 (to = 1124 1..' IA 1.0,11) ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT kety w e4{56 BY Act DATE 5 ,..„1". �a CLIENT JOB NO. 1703 4- PAGE 13 ('t OF W o,a941 kto P a RN *0+ + lttr4, + b'1 s 4t PS 9,9S* ' ri,ti+ o,o3S(a .L ) +00v1( ) ) M: .9i' 4 I' y4 = 31(.,0 01440( 1 a 34 ' a1` . GM'16F . . 6.1 1 s s o. VP x i , e A74, p, r3,, • ,.,, L" i .1o /N x "33 $..• 1144 1�� cr (206) 621 -2400 FAX 621 -2412 1I[ F ENGINEERING DESIGN OF STRUCTURES V P.O. BOX 4010 •, SEATTLE, WASHINGTON 98104 PROJECT jgy wM4141 E BY icts. DATE ; JJ1` 9D CLIENT JOB NO. 9oo34.- PAGE 14 OF Go L,D STD &Alf E 13E,4✓1 &L -1 aht t 01 /jc p' gel os D, 01 1 ! .� ' � r ) ° 0, x 941 PS o, of ( a 1,41 P y Re--•1 * .drub 4 rs •+ & /44 cm.. 64/.94 s VI 4 Ii, 34. t 1,4G .- O.ods� y � j .. ) 25,41' P PIL r tii ric VI; d 7,0, 3 S*13 PI" P (71 t 41 .2 21.-L-11> . '1 4I6..T R I 0%. (h r) 03 /+. x 3 s� w sc. ■.Y'17 + I-t.t IS,QK ) F✓/) 3 (0.1,.1' 1 4/4 " 1,( s GAMVEM- so S Pi t-ra )( ,f z o, St, " ys wa tis P 6- „11 tovow 24 0,7 " °IA0= • vL•7 1%.34 d (../L-1. GL• 1 u Al 4U (206) 621 -2400 FAX 621 -2412 MIT ENGINEERING DESIGN OF STRUCTURES P,O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT weitt Ose BY DATE 5 J l!W 1b CLIENT JOB NO 9u o34 PAGE 1561.0F GD1•17 51pR.ktiE N 04 3 4 KL.f swp'r bmt m1 . . P O, oS � ■ c 1,9 Fir (K41..01.4. Ps 4 GL•4su.wvr z 2(li,34-) + °3�Rxt7 (,9 + a,o3r V ( 30 7,o tv 34.70 M ' J L /P .i' ('L /4 301, & I1,w./ 1,11 (t ) ( 0, 0413) N L` O, 0 3 L� / CaA -r I• s ITw Iu 51 fz% it 4- = t. r4-1 , r= 15.0' V' : 0, og r (ft) J 340, 1 0 a,Ec, x i, S r 0. 9" 34,1,1 34. 0t.' (206) 621 -2400 FAX 621 -2412 f M PROJECTA 6 W / N A D,D / j/a /V CLIENT CA/A 4 L Gifo53 CO/✓W,WC 7/O,/ srMP 4- 1‘4/5/vii/ MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 S7'4P 7 4' <df di- 104 t' 4 L' p 722 ,tc c,e/v7R /c / e t 410,47 j• e^- 3 " l°e - ie 3.1711 -ice (206) 621.2400 FAX 621 -2412 BY OS/ DATE OAp JOB NO.3 j', 9p awy PAGE , OF'y 455td/v 3 $ y `✓.WEB 3 The/Vs/ •A✓ srR 2 S I144A . ' tii,S' i v do/-75 4d /NS7 s/y'I/ Ass Why A 32.s )01-Ts IJT3IF D Coi_3 7'ofd6J _ Le l x /5 / ' , 73# gfi. /5 r X 7 - = 17,21f PJ<IAz l �- 6L,a X 22, s / /4 _ I y, 9 y /r 6 L,C l y 7'� y / J /F: J y If .1-a d »" /J /UR/71-14°4 JO 4 Mir✓ !,r/!/ S70.04 s' / ,O E 1 A 1-1-4).44.1 .6 40 L ad ✓m y / , 4r,-fit j-f U68 sro 5 '' 9 2.C./7/5 ( ) Ides -0 2 - /7 - U5. y ,• Wogs7 ci46 ; vso 5- 911 '14 3 (7,12 .0=• 2 1,37s /g, /y 5 /74a/viox gy 6,0) Q)Jl19fryi,y/ go= 3 Bc9.7 5/ L),v4 , y x = 3 .f +04 ,� l ST�l ti i/o/ �G 3t 1 3 1 fi t MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 9 " ro gas y S 57E 3' 3 /,b 2/25 � %� b g ?zs lb 9c' /4 11'X 46 » /' y 7- ia) Th',cx � L..4TES (206) 621 -2400 FAX 621 -2412 Q MBF, INC. ENGINEERING DESIGNOF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT / 4 ( w hy J i D JTj ow CLIENT CA BY OSM DATE 7/917o JOB NO. , 7p pay PAG6RF OF' -/ L FARJA/6 ON 80770m 6 -8y � i8r►� - - 28 As; < 0, 3 9 17,57 41 -s, 9 ( Ce = trAT = c9,77 767e4' ? - 0 f" 7(b' ) _ � 3 lilt t✓1,00 &$57(^/ I/ 5. f " �" /LL�T i = 3.9 (.gZ PL4 T,E f Y 34 `f5/ S /a0,6 I o s) L r, ie It = 9. 8 ,, l a5,* ,o �.- L.9 2 e) O,SG 6 .y Si Olt (206) 621 -2400 FAX 621 -2412 3 //,Z km; JFg IJP col ) x y MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 • PL44/ Se- X011 , ) 3S J 1 y - 1?. ) 0 y x 9 " (206) 621 -2400 FAX 621 -2412 ignxi;" CLIENT 5tv 144xr foe- nos 101Arivi VeS 16.0 JOB NO. 9D '3Q- PAGE Pfr. OF PROJECT ,kU WAJEftglf Ptgin,rriph3 Tar AL: , 1.4C 17 ()N(o ' Got..•eA'P 1t 21.1 ?�� !/ - Z (r1 ') +24,1414: - 1i;19 A 5'6 itiX 1.K= 0,044. f 0, 10 4 2 ks4. . P /A4 nwv ` l 11t x T, 541-N �6 F4z aK • 24 0,5o(11 p 8.151 S ,§ . /F‘ = ,5'957/Zi t 003311 0 t 1 'f = 1.411 14 1 , .., IHT 3LP D I GL.-5 3 MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010. • SEATTLE. WASHINGTON 98104 &WI.M - Tor alg GoLI./VAN 1.0141e 0tJ 44- "xIVAelb "ft. SA A0110, ►JP 9''t 410 " I. Co-- 44 0 ..'!f ' . 44; 'hPAt.►Nrr .II ro i#...'.. +4" ' 4 1' 4 4r .r(4 '51° a(L b r • pfi0 6b - 41, 19,24,4' 5or",, (p.319 UPbG) p.54.1 (1,6'1,5 14z.. "rt BY Av im*Ar 1 ° 1 4 4 & - .-- 3•--- W' 'a ' I , ) "g . 4 I L '• Z4�Z K I IM , � �'� /4 X31 ") 1 -,d • 0 DATE 4 ) 1.14•1 le ((.d;v -W) UL (Io' /s ' 4 %41 . 4-1, 4 „ �.. AA (206) 621 -2400 FAX 621 -2412 '4'H1N : 0 L) 4' r+/''.. 7wIfAN 3' MIN fort 1 RE VG14oJ j Lvov room NAB+ ✓Y�' UM to GO�.L.06*'f$ON F IS,1141 Ls 4033' ZilolV P OM?" '7.5U F, . 7.s1 : P, ' JAY G�f l oh., (pol,r$ r, 3'fSJ • 92. "s ILO" , (Iwo To co., ca, It- LO43 4v. Wu4 1i15A3./ = t 875 k - `' USE V 6043 = 4,2-3 k ( u .P?A•►µ &t. .) 1 /8 +Co'T o .raq� "t A46'ft sX211/4") 1,33A .4, 7 • Y4 IDE 5 inY 2 - I'I *Ookis PROJECT BY f'1, . DATE of Jwo 9 b CLIENT JOB NO. 10b$4- PAGE per] OF V e1 - vL 64 (x:74 &%z IF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 3/ Slof 1.4w u %4.43 s 3 1/1.• B le" iro SIDI, Ft s 64w11RC1. Rw' ,4."") (0i01)0.44) 377121CSi 1 0 " 1a61-D Le 9 1 = 1 - a , +) 3 7,11 I Rt.). 1, (V101)(.11) z.7s Tfruw . 24.1 I< Wow $1 Lw 3b1/4,.X2 = 3/." Rw- a (v, - gyp - ? -1) 1, -1.1"V7 a. a- *" (I .4,8 ' }) (206) 621 -2400 FAX 621 -2412 A-0 1 1015 •n vil ENGINEERING DESIGN OF STRUCTURES IF P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 1 kAlteikroS BY kr DATE CLIENT JOB NO. 101)34. PAGE Pt) OF plat ios & DILA — 2- 4X11- arc.. Z- 4X Kt 5.31P" I,JarcsT cAt v = as cA9nt. 1 V'` 4g8"6fI 1 y H W�! v wI0'7)4 T 7 %" 'Kt0A D GRP = $ ( 475- lair ) 5 � rG k o, k J 'W gl 4 Gih' - s s• r Hk)t12. T1e (44s4' &-4 4 Jt r4) Done eNiDs 'r L)c3 4- Atzwi FU U- 06") . u P w ltw N ANft. 2 - 4.1c olt. 2- 4414- Jolsr r.,.0(1- alePee 6 Arpvl J 01 s7's rur tc,.7 k 9'ek (206) 621 -2400 FAX 621 -2412 PROJECT Al We z, Aviat) t-) 5 CLIENT 1RLB3IF >JIJElioki OK t2 To '0 x 2 / - r15 6 °r et-0J + 4.A IL MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 Pi 2 t D ,61 1exJ Siau r. a 5 6 'LI.F (4) - 2;1 2 "%(3.S'X'IL>d)(I,ts) CAD W/tit. - rI- 4' -n a v. F s 0,'S7b'k� R (4 . 1,50if'- �I .N os)oxl T��. � •,rz) IiMi1KRL ocffl Il04 O A—n .4 (034 1,0 x 01d 0 a,,DFIVxM c,) I,44 No. (JAWS T I t .L51-42 0. 108(1.33 ) JOB NO. R; I , dc k � I 2.111.". = 4)<< at r t5' R 1.60" ? out. t#owe. �L = t 1 L K ' oTH4.0 FNW 6L'C. U$E b lf4$01 t64-I Z 1.-01r13 PER KA+ = 1,, t4/an,- Fd11 :1.2S o, asKCi . Ft I,o .s1 SuRQu BY Ater 3u6 rvwt.IN PAGE og OF (206) 621 -2400 FAX 621 -2412 DATE 1c 1-1-41 q awe E7 +i sly or- (rL) GK, (bF) h,i) 4)14. 14PE '�' sT A-r I f2'ib� tPI L-. Q4J'o,`, .a/ Nz'1L ti UrTv 14G r .i+02 Net IN D,P. I) IJK►4.9 U5€ "'Pee NBF STRA-0 Dt:3140.► :,0•4 W % Z o45 ( 4-x 2) 4.0,00 ?)4'= 0.. V ,G.13 L n 1. t 4)(6, tit°c1 ` 3 x Yb N 411.44 64/S7 V . ° & - V ' 3 0,50 3 (fv) 3 -j ,l', - >.V o,K, V8FWZL& NRNIss+ .: (ilea 0.3+) ftmrSv.►. GAPA?i1T4 = 0,9'x' � � tv,9 or- r �vJS MEP PROJECT k G WMte M* BY k& DATE 1 b M/ry 9 o CLIENT JOB NO. goD. 4 PAGE OF GoNNE(-71oM PURL-IN -to GL �s fl. D45 . 2 ) ' = 1,07 4110 '0014 U 41 o w! 14 -lie( Nk16.s 1 +it 2.104 JA .s ►WTo GaTAZIT i 2, Ci i c) s t, I GZ o,42 (014Q LOW) = Iva • ;,oh!` /(3Aig.xz.) = P,2 1 $41 O X Ua V; N1J4►Z MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 fi -10• JoIS? 2,7 / `r1 z, 46'0 CM K/4 = 2'°'/34//v AO; s d, 23 1. 4-X12 I =rpm Puiu. ►J A/ ioAe $ -10 0 p (206) 621 -2400 FAX 621 -2412 4I I i iar. r, 'L0 f r r PROJECT l hJA,tA1 SE BY oftte DATE IT Agrilp CLIENT JOB NO. f o) y PAGE P OF r Ana.) , D (L-&- J woo ALSuta iblw op W a o D MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 Lp sulPaotr FT 71 M/! itx . L 9A €•n- = 1(7,91 NIA • 101 &(4)4. o,on S (+bxrs) : 4.p4P- ,So! 4)4 4,y . 23 ' • OS( 1(41 o P h3 CIL - - I I o 3 /4x 33 fr * *0146 MM n4.cua : 25, 515 C�> /114.41.3 %4 1,5 3 5 So" (6 &L.C31?' 1// V p t-e4 . 0, 43' KS; • , .11,91 : o Ks■ 4 0, 45 IC4i AK- A to Sx logs (01,r 0 , 50 ,,/ � fp �.G�: l) /9 k. 1 SOP'1 vIA, 14 AO of IJMA. 1'f$ 00 = p.37 c b! 14,3" 14r C r( _ .,, 0 .102 ) .....1. 246 1 1 :ae t-i s.. t. � i, ?i�._s ?RP1"P NS4k Nkiu O. t,S " — .. :-.....: 14 - t .6112-9(. 64 t_... 4x 1 e 4 %o ova, eve/ks aftth r * "ter rpot a 17" n (206) 621 -2400 FAX 621 -2412 � LDvuFil) SE GT. f. r IJT3IF PROJECT Acef ILli BY 4 DATE 151.11101 Is CLIENT Ora Dem I Ur Cn1 Cv1J c c e-rL f D 3 S �' �� ��yw1 A. A P ' c c 0,r(3Dov) �c.rx ( I. +IC ksi MBF, INC. ENGINEERING DESIGN OF STRUCTURES P,O. BOX 4010 • SEATTLE, WASHINGTON 98104 Cr1 B? b(I'i • JOB NO.t DV . PAGE prz„ OF 2,1 Iii (206) 621 -2400 FAX 621 -2412 GoIJNE I(3N MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010. • SEATTLE, WASHINGTON 98104 FURL-1W To Exlyr, Wku. ( -) g0Fer- ro VTMIL. 4-/Al dr eXIVT, j llr. 4X 12 11UIzUpl PROJECT k& hr/rtaNiE BY ACV' DATE 24) .AU N '3 0 CLIENT JOB NO. °) 0034- PAGE PIS OF ,u's{', f scum tC= O, 045' (4'x 19,r/2 = 1,710 49NPya1J 6412 C.*?A r4 = /15s (1 s) . 2,903 ey, k \115 8414 WrAy lz &«. Uitg GIA'LVAcNI't'G D 4 In) GOLD STamkz%e AVOID PIELI7 W> G'5 ✓. (206) 621 -2400 FAX 621 -2412 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT Ft -4 A160 c - t I • G4eG4. eXl, - PIiG C-L>466 C. CL1::> BY ' DATE 7l 4 1/9/:, JOB NO. cio.0 4- PAGE 7C_DF CLIENT c..0 f} a4 - SE.r✓ Q40r "rZo►✓ir J6 For,: slzz- 1 L/Z l 7 41 II .5 A(2 -S. x / x l -,3 ' .E.4,s1123 W/ P,oL . l I I I • Da . Pe . C l" y 14* EM bap A. 134)„1 S • I '1 ! n f . /ZxII". x. • 3✓4 L'.. wt 4. Ce LT • 5 - # 3w r i • 20 118 PIL4s�l rz 4 1 ' q v` i2I F.3 T155.G . 12 .) .. If C)ETAIL 3 /.0 = I'-oo • 'W4t L c4sj- I 'J- c.ac:t. It . O • 20 W� 8rzb :L 4 _ WO! 5 3 1 3" 1 2#' 5.* 1=L 3 eeT GIP- QD 4b,L ) 0a 2 � 45.g bJ 1 2.1 3 4 N 17. 1 " = 1 ° t . °I4 11 (206) 621 -2400 FAX 621 -2412 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 PROJECT A- �,�DGf p , BY DATE -71 [ /9C) CLIENT C(�.p} JOB NO. q0,0? PAGE 2C_ OF "I a.- 9 1► r 4 M 2_ _ _ D,2S1 < I. a t�.°,4 t4JAU.-. Cot...) 1 Ic›/JS 1 � A Pt- Z At-i 4P-S E t., . RE �ot_`��+� t - c› t_cDANo S7 )E MC› G SM ►G, � tJ ov of PL-AP o F )4 L L . = 02..\/1-%. (-PER- i c z. 1cc:,s- c°I L6ec. -T<�a ���, .3.A-1 AL-5 c PEA l �� ( -)e () 3 � Lo •2 X. 52).LC ) t \ C EGe. &&E.A GA �Vn = r0.2 Gb x 1 l `l .°14- )I p.` b 203.69 C. .tEelJS 1 bOt, CiA/h = C$ 2- oX1 ° 1.9 4 Yp.`bE) 27 t , L`� I pOO L /Ds. S9 7 2).LL ok P'i'► - OF F.St✓ 421■16 CM IQ M) t ( . 5 fR 2 L:• 2Jt IC.k) w A.vc C,4 - 1,40> . 1,232►rl O,`b6 {�S pe›...irlec► _ ,S)- 6. e) C 1 52. In ��.. h PROJECT rq- pr41aTE CLIENT C41/4.) �} MtaMEt -�'r czE r 4 e7 = 2. (1,232 I , ; 7 -' > Cam -c..** c 1) . • °�T►QP�PS MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 GE . P -L .c> 4 ©. (,01 52. _ - Te* tos L) RE2f)F. - )4- 1# ` &S C 4D%-1 Q.S5 r" PR t- Pt 2.`f TEAS loin RES'IJP ,A _ ,fit "4' o.c4'l ,hz f- 0:66 0. (s), d,1,� -- o.3S�r �= 0,41 142. Ca -tE'C M113 IMUt 1 t o i- BY 17L DATE JOB NO. 90,C554- PAGE ? OF V\ 1 1 . 1 4 - " X 1 . ( : ) 3os. a ►� - �. 0 .(e1 1 nZ O , �G> 1 n w= o.o ���.. o, c4 o, oc).6c 40 1 A- =� .c °5 La'.1°l .94- • h ` - I . ' 21.> I n 'L- < 0. 62.1 n (206) 621 -2400 FAX 621 -2412 9 90 PROJECT p SrjC)G I Pt - 1 O ( e-exe. BY ,f) DATE 721 cv 9c) CLIENT GN JOB NO.9O,O"64. PAGE 4L OF R_Arc+E=. ex. J � 6 Avc, = -(jcI.g4 + 1 �/ 11 2 — ib�2 Mfr N1)M D IS - 140CE' 6E`1'1410e0 rei:)7 i c)F 6LL • 1.+4- 4 SF›.(Cc� II M� -� �+- C,11.74 �� � ) : 1-bc,_ 12 Ire -c, NAk _ X4 -00.12 - w> o.c222, iL o.oa2 14 Cn.Occ.23 - 1" - EoSIr 6 ?E.E L ©. 3G 2 ' J r-n f .-%( P-e r,JF. A) . Rs D t- = c>N3-rlrz -oL MG 160 E tEE L P -n.I M prx I's aJ D E:7 SS 0.4- FY H7 MBF, INC. ENGINEERING DESIGNOF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 .c)rAcE).,1 p-,) (.``-* A. .QtA-' A 6kx- +R9 -�.,�= �.3��3.��n'�-� [may► 2 CD c.02 1A /1 C., (� 1 r` > /o = 2 1 °, Cp t - , ice - __ o3°14 in U �. 1 -2. 11 ? , i+_ (...4 X 27) . n z (206) 621 -2400 FAX 621 -2412 11 U6 FL 321 ig PROJECT l P 1 D CLIENT C. DS) (2Zr.AG 4ug-Prt io of MANY Fvu- Lo-{J Foe. 2 r-► oN t-tS WET Oec Fps(.. rc = 0 . ( - ( 0 - 1 wot eD szi6 )b. L0Q,-7 )C.1 I I S�) 3 4 Ps= w 6e+t..I RP--= ? . _ ISc°>, !o► � ��" 0,4 -2°1 IA/vti L� 61.1)C-4- , 1761(%..t3 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 c 4- Wm*: S 2 LOST OGE = O•(o € 1-r s ► FA- c- - rof2-. - a- I , 54.= c L-r SPA► -c., . - 4c I ^-3- �PC�G o ►5-� Nc; t z 1 2 01 Is-r okg.E 00 0 1- octN(..,C = Ddb BY DL DATE 719/ dpic> JOB NOq(),Ir64 PAGE OF ( l - c..14r -r1 I� IMO Tw 1.� ley tk-T gauJS. L46,C.,1 •St p)6.0. 4'r, • di I , VSC. 2 -� � epCX t5 (206) 621 -2400 FAX 621 -2412 4'S Lt II • To 6pfQItJ ENGINEERING G DESIGN OF STRUCTURES ENGINEERI P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A.sscx.. -rap Ge.o t2 ( CLIENT G0A rilt,mS JT = �8.V1 12 (c7,c4.(iv) , = • M1 1 t LoM _ (• L.I M. (=tf 1A.1-16 h o,c,+6F Cl ism j 1 h- 1 0, u� 4 Svc F GHE14-0- ©►.- ��( x i Ida .4-Ve C.K �D I L, o4 6. .Z►,D6 `f . BY Q11• DATE 719/00 JOB NO. 9(:), QZ , PAGE 4 OF I f.-P= B 7, 5"2--. IU5.6St n _w. 2 b 10041610-6 \I C- rAl e2 - -d (jck)CAs + V67,52 s : 4) o 19)L2 > .cs + (3,3,F2-:143k-:6) + IS 1,2$ Lc3.352 )g 151, 3s2.+ 151.26 J00.6g' = -1 J (.4 -m) Pc g?15 • 4zs 1%)6D.-GWC. LleA i)3 1 a0, - 1 )(Sc 0,4 52/2.=.0.22 1 = l ob• 4:11, IA -w (4)(-6").2>2. = 10J, (206) 621 -2400 FAX 621 -2412 r MIRF r r r i r PROJECT A- OC A -rC C.-6 • BY OL,z- DATE - 7/ /6J 50 CLIENT GN4. JOB NO.90.034. PAGE 7C OF A MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010. • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 Cs + 9,lo(.o -4„ C4) — 4' — 1L., pg PROJECT Pt- a- go C=40Cia- CLIENT C. &,L.1 - r F-4 RHOS =r. (L.0 QS C) k,. ` l � k V aoLAS = y = o . � = Ib.a 1 1 4- /Inz. ( 4F Ih .aAL-0 64.c. 2(0- 1,'KOC1D.CD 1 wiyA - - 7. = r -- 0.41°) MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (0.SUCX. Kol Lid) _ I oo. (.b .o = I OD. c..B A-Lso __ : 8 ©e J cA = - _ � 3 �.� ate C Y - c ) - 9 . 4 4 ' ) - 1 : 00.62:. • 2 � - K• Y L.. Lo.s x c..k = 3'7•S2 + -A s (206) 621 -2400 FAX 621 -2412 BY 47,L7t- DATE 7110/1(: JOB NO. C >D,D34 PAGE Qom, OF' PROJECT G✓ J44 7 : (, OC... &I BY f) DATE 7/ VV90 JOB NO. 90. O34 PAGE '%- OF I I CLIENT Cam, f j - = 20.251 -- 20. ezi 3e- — -! 3 1�-- K, MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 ►I L)Sc -7 2, 0 1. L.C. -. (o(o K- C.4) + C Z)C.a, 4 Iq t= ' (a.02„. 2Z c-4)0¢:)5X ') ��. g, 2 -- 1(.- 5 - 11.0. 6 115K- 3 2. 3 = 1 1,4(oK. - 3-)•8'2.16 +,(...4165_114.,4)01s4. (206) 621 -2400 FAX 621 -2412 2i).22) 1-w 1� te 3 3 Kr — 3 + - . 1(0.g95i4. - Ilo.°19S =b II K.= I. nom .Co"g ` jc't = 2.WW4 = 2 1 - 20.26 I C ,. gr) w - 'C5 , c 1 �1 C7 1 1/413 it• 3 () z.t- (t. oc� �L = _2 ,041$ 1.04e>rh - - 1.050 IA-A " la 0.04 ;n1- (41 S) = 2.03G. _ 117. 01-6. c5.04 ft E NGI NEERING DESIGN OF STRUCTURES INC. ENGINEERING P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 PROJECT c.+1 1e..,o BY DATE - V/ D j9Z) CLIENT C.AI),0} JOB NO. 9'0 PAGE /LL OF I G►- k €C.V -- W E L. ka 6€I, -.) t A f-106:0 1cL 112 sr_ n. 2 0S?, coo. (oco n -w _ 4t 24, c›EZ t H II use S /,� uJEc -c) ANA IEF 3IF CLIENT Gk) F} 5 1rIJ C 41 IbOL'S . e . 1' &•NE:tE MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 4 f o -1 AT €D l�faoG � 6.44 Nt.7" col #10-1 EXJE5 lL c DEL., v2- ZNJ . F I SIJF, lS Stil00 LItt{\LE 11J -U...I ( 4 c 1 I r - n-t.6 G14._loeLele— r-.1 P.160 J err EC.y BY D l DATE - 7)9 / 5Q JOB NO. 90. c ' 4 . PAGE (/) _ OF � I II I %I 1 t az 1 -L (206) 621 -2400 FAX 621 -2412 r A iI I 1 2..x4>LOg, 6 4P LL e- FI J LY Fgvk IkvT x k.>P- FACIE' - roe & 14/ H � t�I G1CD 41>N5slye ID�R ► LL H S I►J 5)(15? I LYs1 Gow M 1 feg.. E4' C-CIc 1-Ict)S CLIENT DEBT PROJECT Aiy h ICCE140 61(141. IiORe e 44.1 PRIGt1o4 teteTWOb 311, F41 S1. UL• r J41011 rE Alt II- /10r" PUN sssssnn11•1•. I: 1111•111•111 3" U 1 G" olio* MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 NONtM'r441 +uMC(1. -6 � 3/4r AGI 1 Ron " wive `h t 4: o,9 N mime D coo µb-ry a 4 5 wrSive ? 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K• 24, 13 �. r LA0.44 ,0 ) Al • H 0.srMa() &ss fy (o.1 A) svino,4furx.rtior rots. eF svru%T A 7 . 0,303 OD "'.'c 4 is L Avf ^ 'reNtiLA ir. INt . An = N . .= a p. 413 m WI•4 o, tVw 11,73 Olt. pIZ1NAiw/ ?tl1<1y)J 11•i%lAlg -A}t Au •"a - TrCw ot- 3Avji - A ^= I, c? Li C •_ 7o1-, As so 1,5 Ca-r At ep % t - %o.(it co,1 G "_'�• 1. w/4-in rtes : Av }/3: o,ir1 ,8B o.�. rns,rctavrro Gt -osD S7iM.)rI Ai,? arm = 0, 2 p►tuM11X1. To 4R n . As IT IT IT I. iT IL IL Li I. PROJECT tr& wilt** BY Mr DATE 19 14AV g t CLIENT JOB NO. 1 ot,64- PAGE ISC OF • artB4O1. GoJir• Ike 6verowl A Du" ptop eq, M. Into (.1 t 4-110 = MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 37 + Va" r. + Pit4i ?kw RI" xir. /0041,4 Pbtl NI> ad,o0 s () I lesvi 44cV6 s Pm.? +. 'Oa " 04•T` (206) 621-2400 FAX 621-2412 4 3 1ti`5XIS1. (r6- 3 /0 AGI 7.'I Zo" mot e0K061. 4-.Wi Tiers P'J'Ov osd• VNkMOWU 0,303 PROJECT NAtE41 CLIENT HiP;31F &)(V1. GORee /s iMC- FKIGTIDN N1 r4wPb DETAIL 3 MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 '. SEATTLE, WASHINGTON 98104 't i'I; iiw 4 PO I GV( o,r4 cp. ?oT•'Ati :ui/ '1 BY Ate DATE is HA yo JOB NO. ¶ ob 3 ♦ PAGE OF 14C, AGI 3 It) -$3 (11,9) R60 0,021 (37.75xZD.t/) cal -64 gm, - 0.oZ Zo, I,; + 4.OS)" t io• yY 34 )(37.7x) ; 'u, = 1,4 p +1,1 L F Nv = 1,7 (v, 37& A 37,7x) 6414 %A. py ALs tl.') 1iY MF I,EIJ6r.1 OF F.earzIIJG- Rm.(' G 1''- E.Q• (206) 621 -2400 FAX 621 -2412 Z , —� Vua + � A 0 4.rs j 1.() 0•0104 Is Z. Av f As ep % w�:a�L aa, . �tGtr1t 4..., u�4'KS riff :; Arf' /3 s O•13 6 .08 O�c, Gl ST z4,0rs A ti ? o• ; �Rt -A.,l - 0, t - 111 rA"1 6" "" Al m k S +rn.� t4 = 0.38 ?, ? 0,o'4 y4�, Q rf 0,tr, PROJECT Alf Wt 3E BY Air . DATE It Nko 40 CLIENT OUST GOMEL Gau ?b 3? 1 /t" + 1 4" Ft . + I" Div/ ¶*z.t, -- ?" 1 , 10" ptop b` x,13 pno J t cin o .J 1 4 4 1 . It MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 JOB NO. 1 oDS} PAGE 4111110 OF I G'G V • • (206) 621 -2400 FAX 621 -2412 m MBF, INC. I:15:AF ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT BY DATE CLIENT JOB NO. PAGE I 4C OF .0 1.053 0,9 ol5C • 0. 0. o. A.51- 0417...)-0,-)5(> '•L • Ic oicA, 4.75/9 .94 r- 0.Q.4 • V1/A= coomq (206) 621-2400 FAX 621-2412 0 61:10 11„ t i t r r r r i i I: HIRT PROJECT i9‘ CLIENT Cam} JOB NO.36.9003 y PAGEp J4 OF L . v -L C o i v i v , 4 6 7 J o ✓' MT .2- g 51,1/4 Leah c7.i9 70 oaf /57-iN4 Wdfb L , .EX /S 17 4J7tA 4111 fd' s/at o .vzy , C s.,� 8 /iii Ex). N ° iff; w P/4-4 P aw 9.0 fix• c7$ ° I h") /o,01 K MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PRopoS.e Co/V ft/ J C ,tai✓ E BY /' s . tx 8k")4- 29 416 DATE 2A1/40 113 ® )3 "4'4-. (206) 621 -2400 FAX 621 -2412 / - 2 it 3 - / p , 113 Hsi , .r iox la LA ras 0AJ I. 5.4.9- 7 ft MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A G W )N A 4.017/0N CLIENT C ,4 BY OS DATE y/ /9Q JOB NO.34 90, ea3 yPAGE )215 FoR 4, ,4T0A *L '404-,O �- F- Vg,. P /10, / 10,v y4' /y = ' .s` 1 1s/;) ,/5 (0_6C7)=0,y3#s/ e�q tisE • • • ®s" / 7s / a = y�/ 1-4 = s 44 fl am vEc " ,,O 8 , r.4 i3L.: .2...5 - 4 $' Lo< = 9 f= I 47=4 /6 x 3 = 3..2-5 > -2,6 y y -q�X - /2_ 7 # 5,4‘/,n/4 •/ 4o' ,rs = 9 x 4/ P 1-),' 4 =9.'0 s ,(04, 0/5744 y 4/ : S 41.4 . To '4 4 . 0 r 7 .2 lJ 5,1 2 $1 .91.4 v,ERr/c4I. t ,fo (/8, y "1) TR4,rsi�,¢.0a �'. < o .y = /y. r ro gy. • /9.V -I = o ; 2-" / 4 " . 5' i4tU PL 47s //-8,, x 70(' h/ (3) - /�, • d 4,32r ego S TJ W= fZ1 y tJS�' /Dz" 70 Allow foR W0A. -DS (P °/ (206) 621 -2400 FAX 621 -2412 ash oy BY 45 DATE 7/f" /90 PROJECT 44 w/,9 A0 CLIENT CAM JOB NO.3 S, /0 3 if PAGE p't OF A /JC1 8 fi e/, 1, 7, 1. Z W/I / L/ w = /°. "/ /`y 3M /(Si - 0 -6G " USX / / 93 y X 14/41_A_ JL 4- .55L14e 30.0 , 4047-s. A 31-.5" L,o44 N/ /[ P4 49 - 719414 r /'0,9 Nr //✓ i"ILL . Pe RES/ST/9 P e Assum C 'o<. r S r -1 jCa K )19 4,1 wet v,6'6 . TAY ( 4 ) - 4 3 2 .s 1- = � 6 �1 /� he • • • T e; • 60,5-V4(6-95 6 (4635) = 3 98/ 0 ) �= 2430 ,)4 = 4'C, -') = 7 v 7_ / / n V,gcr ' /9. y )1 .�d t V' G /. ° VpiAy MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 4 7 1.7-r 0 P / - ._. f ! d- 6 / f 0, 3 3,0/ 6a,f7 P =�8 y/( e =/o z " �G- )93, Z /1 /'6 C = T T _ ' # o4rs x /74,4- 4040 6= Ah k/ /4 gssu.4 b_Jo 4. 9'/ et, . 9'9 4' s, y (206) 621 -2400 FAX 621 -2412 PROJECT 44- U /J» 4 IT' D, BY s/y, DATE 7 /,j'/90 CLIENT C/1/ JOB NO. 15: ?p o3y PAGE 1:7I7 OF t. /foci 14 1 g TO Ai 1_ .10, If f3 .x tic JN .1Lx._ot ?'1_4 - y,93 7/",p2- -F ; `' 0,65.E d.30 6, 75- < /00 01( ( 37, gr) 60,11 J= = o, y r = / Y hS/ _Y n = /y.y . f = 0.73 2 r 4#0c/( 6 / Jot. - z y = / s ' " olr fax "4p etv Z T �l/LL ovT ._. H 13Y /NSA° wl y,, C[e9R Ay- To P of ) o h �, • I 7y x Joy It MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 $XM 9 " , 4 / / () 4 , 3 fl /'V fM6, 6 f (206) 621 -2400 FAX 621 -2412 PROJECT ,4f w / ,0 /77o/v CLIENT C, /V4 /✓gg W i- o J /4.v S /1JE d I.47 :5 TD s ',4 7 Ado MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 . • SEATTLE, WASHINGTON 98104 11 BY , DATE 7 /S" / 90 JOB NO. S,r ?O, 03Y PAGE Pi b OF 1 /` ? -' C jyi3 -") wILz fo' ST/�.,,d I (206) 621 -2400 FAX 621 -2412 c ©rnv pox/ 2- (W46.) " 4 Z Q " -1T PDX 5 7 / J5 Y:GHs 1c.7 14 F /Lc67 W I-Q r m fr S /oa>= I� ,, ,&* L J`'L 4'7ft $ fr N q )V )I) W LD S)2 '' /1 w 1 I 46/1/4 yL ,) ) C//3" ./ 774'✓T To R 6'S.z sr L 4 Yr I4L od p )°..e, }t kvtI- SZ'R = 1 /(926 / /i *,1* 3 7i)- ,M/ 1 1 i - 1 2 3,9/2 / y '' A ow( / J / 4, - 44 r ITg3IF SEAT 4- TO W41- L 11 644 J S�/f? A To w,/ IL 4 /o,1 = 2. virco 547259 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O, BOX 4010 • SEATTLE, WASHINGTON 98104 S T ))4/114R TO S147 / 1/SA - 5 4/;1,E /1S S /.0, ' Td S.047 X C4' / ut/ ST //. frAe 4/.5/c 7 0 wsl L i = /O, y # y o ,s l .92') T1//cA a 5 ) e4 sj/e -S r,, fr' /s !/ Si. / z " 6 N( e4 *A/6 (206) 621 -2400 FAX 621 -2412 HIRT PROJECT I 6 w /Fl AL2D / T /O/v. CLIENT C A/A V / 1'47 a3 ) ZLT% H V4 d MIN fm. f / -�� y l.Dy )f y MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 v /c7 A BY " DATE 7 /90 JOB NO. 34". 90 o3y PAGE r:?203F i (206) 621 -2400 FAX 621 -2412 r r r, 1 HilEF 4 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT w Aoo / rio.N BY T J A DATE /S190 CLIENT CA/A JOB NO.3.T 91 y PAGE I OF 5_ Jr -g• I .-' o -- j l 84' (206) 621 -2400 FAX 621 -2412 1 )t- -7 pr L°Q s /DE 0 4 LB /U tt/ / # 44a, 770/1/ CLIENT C/1/4 BY OSA/f, DATE 24) 7 JOB NO % 03 y PAGE j7 pF' / Fx /STm/ C LOA* CowiltorE P 70 HBO 110V, 1 ) t et /$x// 4 Co /✓GgL r / Tb 4 E/nov' wit .04444w 7 .. R )N- fo X 4‘10.47 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 , • SEATTLE, WASHINGTON 98104 -v M W f JL/9$7I/' C, Div b -15 7/14, Mt SpL /GA VAAT L A .. 5,6C2 2-, -6 `' /y /1V fdp/'! #5f 4,bV L- //Vf /d fit r 6.417 /4/401 3 En 1_/A5 t (206) 621 -2400 FAX 621 -2412 y) - 4 9 1/ ,5 do 04/i. Ours - y0,,4 .l`I ) )E 7531F MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT 4 -- W / !I Aei it o » s CLIENT c 9 COL vMN /9 Lv,v6, ,4L.0lv4 tob )9Z (U ( 6/ 2 /N( 4 a G.9 17 Di. =2 0 Ps, / I I= 2-5 e�s� (k *R1Su7lA r /IR14 A9X 42ot)t� ' --aSK ( _ /W7 Sf (_ 11 /vl /N = C(/9' e /8' -o " XjX .2.07/-y"1 .2.07/-y"1 ,) P00% /S;? G S) 3.9 If , . y 1 is3 C91) - 'r 4`,94 25'o o/v‘ �. t � , - (3 UY' -g /Keo ,g>' ..6o77 M - P/ Niviga iYv ,e; .4.7 ,r , U5.il )f _ /, TAY TS )Oxioxy n?AX 107.3 M /A/ :70.5 2. r _ J. . / for I-4 =34 )(i 3 �. 0,$s" / C.. =o. 33s 124, / 3,'_ 7 = 9' r re? ' 4 f ' 0,335- 636) 7 ) 2.4 1K9 r 9. jO• . BY 5-Al (206)727 -9600 FAX (206)727 -9610 DATE e/2-0/ 90 JOB NO.35 , f 03rAOE F i OF i 141 TS /o x) xi = 4'5; P )(D. Olt CLIENT GA/4. COX / 6 0 {F MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT A . iv/ y / 1,04)T/0,i/5 BY 1 054 DATE 6 1/7170 JOB NO. 3 j ,90 d j1'AOE 'f/r, OF S' y0 xcp,k9&,Cp1P0 Fly -Site _5 270 - 31 G S/ 6=c/ =40 � /t -0 / /1sSu,.e I a s" Ew q 12 -3 - . 6?s g. 3 " d / - (206) 727 -9600 FAX (206) 727 -9610 /.49-/A > 2 / Use 2- o 0, ( 57.0/ 49a Wi -S r7 // Co b / .6 / N� e s --- 2 Cs t 2 13 / f51= or z W4 Y S/t14 -A V -;* 2 5 i g, ,„ i� 9‘,0 I q V VII /4 ' */? (2. s9 1/ /t 1/A= tiIF 6s) Cy)&g3)(g3)_)33.1 JyP)). OX C li‘ot a'i wqY 5 /Ai" / 4 1 v - r - 11 -3 1,5"(16i5 J= g, 06 VQ 2,I ( 32.7 11 Rtt t/ - 3 sr= 3 '5 1e .Th 4J . 1C'°i6)6244Xe.06) C 31, > 3 9,c of r r W 1 1' I A 1 ( o ( ? , 1 9 ) N 5 ( 7 / Mt, - ' 3,1 b- /b = - (L 34 2o' - / t 2 / W SJ � cy 72-) gam) MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT 4 w h Y // fl i J 7/0, s BY eS/'/ DATE 6 /Atha CLIENT CA/4 JOB NO. 35'94 03y PAOEf,? OF 5 i J ' ")i) -Jo 2 1 = o. o 9 , o.�- 3/ = 3-,56 (206) 727 -9600 FAX (206) 727 -9610 As (2- = ), 6 - ) US,e Y-41.4 / /}s = 1,'76 ) r e fao /)/"" Aooj rJz : 4O,4L Ooh' l L W4 -- 0 : 3/4 e /4 //' 3 3$5 /t- 29.r / / c, U/ = 3 G g3 )/e w„ L s JJ 4/P-i- gidAviv( oI Lai L'- oo97 L/4 5 / 862) = ' P$J .e< Cp , 8s ,tic (I) o Jr )00o/01.s lJn Tvsi<..t 5 T,e,= 5v/9 a r!(o)L/9 - G y/A V. #(© /8 " , ♦4 ' (/,) (G' a' ) - $/! /A- »4 T =) " = 2,4/Y / 2' - 6 " Soo PROJECT A ( � WM 4 1012) 7/D/t/S BY $05/9 DATE 41/1190 CLIENT C NA JOB NO. 357&, 37 PAGE 4 OF - ) d9 y P1t (24) Cf /CGk bNG we s/IL9R . V,/ - 923 -gOi (2PeY) - /153, ", dL/� Qdrs . we r c7ia, , J3 )1P NW, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 No 9_ -war sod-A �G = /z 9‘0 1/.3 P = 9 ) . 0 0 l6 � fy t i , ,9G 1 1 2. 3 y -r 'Xi (00/9 (206) 727 -9600 FAX (206) 727 -9610 1; -3" :61r = a 3 • �/S //1:• PROJECT A (• WI),' A 419/74, BY )0514 DATE 44 20/9 CLIENT CA/4 JOB NO.2r 9'0,03 y PAGE FS OF • r S, MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 y?�3v 21, 9' 5y / 6 = 4 _ �,•7y' r= P 1950 S#411( oA' ,fit' //VSDOII? /0A/ / Uv = 8 ,p6" 62 = 277 9 "5) (y.7s) = `Os -3 i n " 2 8. l ) i -1 A = /2a.4(l2-b6oJ '/ /'5y(59 C$,0W f = ,o0'5 4 ,vn/o ,4s = (00/9)(52)( a.s.6 Az PJL 4s A f 3 gacyd A)_4-90 Q ' "2- dotpv /6 I'11 = )3.7017,2L. 23 $7° /b 23 , 2-5,3 /f - /f p= zy 1.0 '/ 39 3 )b J- G /Q aj r ' = 5 (206) 727 -9600 FAX (206) 727 -9610 y ,_ r PROJECT ,t6 If/ /h / 0 00 J BY 415-A1 DATE 4 110 A CLIENT C /1/4 JOB NO.3 9003 -PAGE FL. OF rty FF MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 = /5.7 5, q :. y 2.313 = 2-3yN • (y,�s�l Sl��gR a Y RNs oee-, - ,o,1 1 N if t51 ( J'" 4 "'6ao/5)(t7) (,) = ). /0 US)% y- a - .6w vs, S',i Ayc �o.c is / 2y yr -fl „,4 4ry ezeta/pil E-S Q f 1414// e (206) 727 -9600 FAX(206)7V-9610 HMIF PROJECT 6 fr OD CLIENT C4/4 fo oT /N4 ,O ,6sJ # MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 fxt-s ze og / e'en. 0,010, � „/L0,44‘ �.. 2 1 :x04 P At.2 //44/rv. 1 / /-0,, '-o" X / t✓/ c7Fs /4�v OX Xc ") 611 e .01f © Ids ,4 /7 ifL L aaa eye 6 Ab G /,v if , Jo 1s/= C 21-427°-_-)4.2C4-9" _ /3 375 ) / ,4c7-044 TAM 4M4, ICJ$'- o'2tG9 -D.111x .:. y ' 136 S S J" COL W r (7sJtjo) 46V/5.540 To 12- IA PI: (249 1 ' 25 )63 88 / f /3 37 L = 7Z 035- )4 I = J'&39e) f/3,37.st1-2-00 ,7/, 9 t 6-4630)),7 = // � , 1-57 /J ,4, _ 2 ?03s/ /13o0 - y2.8 sic 1-4/# .= 5 / ' - /goo Iasi= f /00v 33 Ise, /46 n = 33,13 13: co /4 y , / IA = 3 b5" )05i < i 33'0 y ogi o/r o/r BY mist! f s = im2s i = z 9 ? fsr /= - 575,e Ja At= g76 /} = fl . 3 -93 )n /3 --* "3" rLA/ DA BY ,754 (206) 621 -2400 FAX 621 -2412 DATESt /7 JOB NO3 ?9p 03 If PAGE F7 OF PROJECT A (N! H 4,00 I 770,V-S - CLIENT OA 4 )BOD MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 604 -r7 ij6 ' 1 e' // CX ST A' - 4/A/BA e4414 /zoo /i • PI- C20 y/7 t /00 t,3 77 T. 7e,692- F N , E y ° C l 9 / 7 ) 7 6 - / 2 - 0 . 7 / 3 4 2 2 ) / , i / Z t /36 2 7J /, q/ f 2-5-1/Lob I, 7 BY ,6/0 DATE $7/9/90 JOB NO.3 /0 O3y PAGEra OF z 43 692 / 7 7 1 SijAM o)( ►5 Y .Tivsr°, 64. 75f 2-o, 777 = 2 / C�. 7 J f = g o,3'73 ) / Oy = 1 071,74 As - Jo '1/ 9 74 - y,, S /39 l L'/ // L/, so/ i PAL As 7 f /?,4, 2.6I , C 4( PAN S.: , Est y _d y 135 0= 7j 9 3 I,6 p= 23 ,73o t7/73 = 36 ) - 3y, 42 f /./('/93) = 690 1.6 (206) 621 -2400 FAX 621 -2412 PROJECT A. i v 4JD) T/Uif,s CLIENT C BY As-Ai , DATE S/f 9/70 JOB NO. 3 9; 70,Q3 y PAGE pi OF A� 2 z 1 6. s, /o ozp _ .3 57/99-3 ,s/e ENGINEERING DESIGN OF STRUCTURES INC. ENGINEERING P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 c9° -Ic / Ps' �- /( 2-1 ( 446:24 - /5; 9r? Jc M" 1c9.r7 � -Z) = /9? / -),, ,�s = / -77 s/4 = D. go is C,z0),00 10, 7) ()2, T /IP s7.ss4 : o,00is / ?/ /,2 2 L $ 6 — k f6w , 66" / 6o O T 46:6 Cb'" ( P/4/ ,' o si - )(34.s9 e/ , r 2 .8) 93o f 432 7 = 35 )4 P4 = 3 y,62a t/ = 1- / 3 y 7g 14 A = , e 4)5 ' , 2 = 2 . 7 , o S ) ; 1 4 / 7 4 / , 5 -3 /3ov 2 AO s /1,4 ,14 if j3 y "A's /a, 3 :_ 15 " S, wte = -5, 26 $ � 3 (206) 621 -2400 FAX 621 -2412 PROJECT A w k Ai29 /7- f / - S CLIENT C',r/,4 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 2 `Jl� ---- 1 7 `// Gy3 ' / 4 - ! / 4-3- - =1/7/6 1 1‘ = 29 ,a (roil) 02,9) j ,E.n�° STEEL, o, oo/ e (3) C /6) = /' g l 'JrI U se w , A = 7, B7 ;4) piQE0 1,i2 c - q V @ / x ,C (20.15) 1- 05 s-4 635-'-e") I sif 120 t;-5 1.039 f = Z o 1 903 �a ?8, y [1 y 7 6-4 t /2 1 /7 7Czoh. = /1, = �. 20, 90 3 - / € , / 5/ / w, = y,0 / 13° 7 BY 1254 DATE j-hy /yo JOB No.32 � 0,3 PAGE Fo OF - 9 (206) 621 -2400 FAX 621 -2412 SH,e /IR b)( ICY j v p is = 2-1 - 143/7 #S/' C9.0) r- )s /70!—:i 69,0 4 /oar /6 M= 9oesCt)=6 /3e = 6 ,9,/3g =.%3,31 /h 7"tM P 7404 . o oo /8(i6) (y0) Z 43 I0 1 1 /5. s - s 6w / ) y =/.S5 j� A r V.. DERLF PROJECT CLIENT 6A/if /3 o MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 1J D v,s Hock p f 7 P(?') x ( /7'- v)(<a t;-s) t /2_038. r /(O / 5� �Zo =9) f / Zo3c3 _ )/ /3 /6 1 ? 44 t�� -o,3 /, f -f /Cg (i -) L 2 = 26, 7 6 it /� .Ap - 4, 15 ,1 sr' . w2 = 3.59' S //f4 Y • J^/sr°, v 5. " T, .41' s 16,x' Ay= P e,e, /e6/41v5) 3 g ‘54: 5 - s ew /Is "/,y s ice GeIO S oR, c�Oc,( / &2 elf® ??)(2b,') 46)' cok3<' - -) J = 2 - 5. (1b ) 1 1 3) - 2,0,3 -0 9 /6 11 = / 82-(2 -2) f / 23 /Vi, f /0.1 .5»/.7 = o , o 7 /V 4 2.c ( 5-, 7 2.c = 15.E S� �'" ` 3,17/ i y (---e /300 Y -Tys1, S Yid, oh' 13 r 2:#5,2 9s,4 Te/ii )0 TF-A1 , 5 / �- - 5 JOB NO.,3 Z1 PAGE Fit OF y 1/ 0 W CO' t E 2A176L.- ")C 72 4) be) t / = ( �25r)C2-40-iXr) /1) -31 =/c ov // A f /60o c/2.3 5 / 4 / L44 "3,s, 3 ' - 6'/ )3 c (206) 621 -2400 FAX 621 -2412 BY , j Al DATE) //7 /per n: MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT fr Li m M oirj o y , 5 ' BY 225 /rl DATE j - / , 9/1a CLIENT G-/1/4 JOB NO. .3 7,90 O3YPAGE F Z OF USA TI'1 ? S 74 L A /61(y2 /,L/ l�S 44. 5" /is 7- / - i0 CY1 g eo it .R" 2 0 7 23 ) t / 3 / p /96 55(.2ot15),' /2 3/9 = 2/ 139 /4 A ' 2 // /39 s /6,3 sf , I = 9 03 , / r / ,3oo vs4' TEMP S7 (L, 5 - *5 s w C 'J c/r 0 l� C 3 /9 P = 2/o s > = 0^ f /x -- 2 // 7 G 9 /6 A f • 2/ 76 -/G,7 S' / IW - 9,07 /30o vS 5 - 'a'5 . W y7 //2 2 (206) 621 -2400 FAX 621 -2412 PROJECT /4 � bil/y A,t) T /o,(/s CLIENT CA/4 fO 'C /JED u MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 ND, 5 12,E A ' -o "x6'- o / '- y ._6 „ x 6 ►_`„ / , -y ,, G y ,_ „ k y '_CO „ x /' -'I ” 0 V1 -7" x 9 . " 5 /-- C%9,,, X4'9 "r /' -V" 6 y , -3 „ y , 3 „ / , -y , , 31_ „ -•, / '_y •l ge /A/ oAciN4 13 - 'mss , V✓ - 4t5- Jo vv 5 BY exist DATE S JOB NO.3 7, 70,031,PAGE f l OF At i LA s ,0 IA/ 1/ 6, 4.14 - 44. 5E14/ 4e. s�w (206) 621 -2400 FAX 621 -2412 IHT31F CLIENT Cy/9 vs. MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 1,fr- t //i Meir 445f BY US'/y DATE 5/ /t/ /qL7 01-1- ,7('3 f /Soo - /33 /75d 1/U 3gL2 - 2 , sz X359 51��9R , 5 /N P404104 ,4 J _! J Z(:)OOOto,1) '1 ' O , /5 Jam' /gMp° : p, oa/ 3 (3o)(// qJ 0,6 / / �. d • JOB NO.32 M03 y PAGE Fi4 OF .> 2 0 (206) 621 -2400 FAX 621 -2412 pfl p MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010. • SEATTLE, WASHINGTON 98104 PHOJECT4 6 iv/ / }�J 0) T /o t/S CLIENT C Nn BY 75 Al DATE , j hY JOB NO3 / 'q PAGE Fib OF 60'4 57'd14 t,-r' WI L <- PT4 545 G i''0f //.`V TR" i (206) 621 -2400 FAX 621 -2412 J6 - 'W4S -S- 0•4N4i oitom. polt Atm/A' MOW ZeYa fry . sC -.649 uz. ,C3 , 6//0/14%/0,4.7 PROJECT 46 w / 7 1 4 ✓6/ J /0,!/; CLIENT C.A/i' k, 1'U1s -L- f, - iC7 /DA/ No MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 M* 11 1110. a. , % 14 BY 95,r DATE. /Si9O JOB NO.2 y0 ary PAGE FIL OF 3 / ' (206) 621 -2400 FAX 621 -2412 I set r ?4. I Se /10.0 v ( `o A di/ital./441 Mffg 3IF MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 Co4.0 S TD R/�� / �T S -dG J /'.-" 1 ro JOB NOSY,. 9403 y PAGE FIl OF (206) 621 -2400 FAX 621 -2412 BY 005A4 DATE s145/9 (7 SCt/eb oko .,Corg t //1E/116,5i 0 Q5 i PROJECT A 4' W/ 4 OD / 7104/S CLIENT G /f/A � f;" , /" TC S /;CT/DN .4 7 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 BY 125/ti DATE 51/5-/7a JOB NO. J 9d o 3 y/ PAGE F$ 6 OF Se! poo7fiv SGNE D 1/44 fte, 1� � /r`1Oi61 49.4/.S DigiqF PROJECT 4c wi /I 44,0 BY ,Q Al DATE - / 1, / 9O CLIENT CNit) JOB NO.5 `j 9O, o3 y PAGE rill OF 5 Fo DTJ .o.6s/ 'j/1/ , /A51-/m/v,1Ry 4) w » ,s , D� -5 psi Li- (i TX7. 14/'1i.L S7iL 8 ,,/vA'd /z014.4 :A A 4g5 /g0 v PSr 3)' MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 7;,-" f ® /so Pc 0.5 / ) t - 31, o o /0 S ‘I 2G °Do } J t 2-I/Z � C ol. 19 , 2 , &% ' � AL a ll ) ‘ 7 �2 /B 4464 j E6/y' -4 9 t 60 )J � y � = / YO6 sr- P , dss v,1.' 7s /U x /0 ® 3s' -& „ 115.E 2 5 2 o J (2-0f14 )1/06 f 25-30 = G 5 29 0 ° ZO U O - 6 s 79D / /goo 3 4, 6 5/ I 1 1= / boo (i 27 9o0 /J Ps ' l/1/764 /oR / S,*i4/,io/i' li✓/ 450,,l/ '5 fxJi ,o's i9■ 3) A)( 1s6.4') )8 4 9oO (h . q-D /6 -;h A 5 ,BARS / �oe = /C 0,6 , y = J32,yro 13 .X ps.% < �� =o,ys'��= J35 ) 05/ (206) 621 -2400 FAX 621 -2412 PROJECT CLIENT C 4/4 .141#-‘4%. J I S// 4' MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 BM/ T1 SPEd M I / 9 i 2i I / [ L, ♦ = /; Drys iv, ('a c - /, 6 61900) ` b, o)( /,_) - 26 , 7 9 . = 3a 's) ) V = 16 t5 (46-Ap)7,‘ 6004[36- Mr.)7 93, 6 pis 2� V ^ e y p j 2 �� = // o p Cy sh0.40 A AV X ( A j 6 t4 - /,G (55800o) — x/ s J de 2 000° ( 00) 71/$1, s-3-Bet. -4 ` acorn 6 (7 2) 4 ' 2,0 7 !/ss6 / 3 - b , F �r ' '- 0 3 i /J - C 4 ,0 570/4 9',1 / Gd L C 9 � E9 3 y , 8 #4"14' T( /,B /IMF -i !o 4.2- M (22:---;10 = r/7 5� r y /y ,-'; _ ,f= 3�,� sr / w, - 7 ' BY .1ilis &c72o.1/ vs' /3 - w 1 BY 43 Al DATE � // "0 JOB NO. � 90 03'/ PAGE Fab OF 5 2% .< /,l ifir_ 60 phi (206) 621 -2400 FAX 621 -2412 HIRT PROJECT A 4 iuf B A d r)17/O'v.S BY s o 5.A4 DATE 6 hi/90 CLIENT C A/ 4. JOB NO.,3qQ o3 yPAGE F21 OF 5 PIZ 45r 4 ' 73 9" f Pfn-41-.1-- 2 g, 7 3 if z 3 fl ASS."‘ 4 ,ei' L e =/..5-60 - ' y) /,fv AP' g! _ 2 , /f) w = y, 70, y'-q" /300 e . - Z _ / 7.'13 PSt C y, 75)'* ,4S5 sr4 s /9 x /8 " r 1. C 2 )C 11- 1 82 ,•6 J 9 e- ') ea Jd -/p) S = ( e b6des> < ) '5) ps2 &I4M Ty ,e 5-,9.e,R y, 12 7J — 3 e1PY. S v!r a r • MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 M IFMT D PROJECT 4 G Wl j7 1 AotiviT CLIENT C/1/A nh9 3 s 7A MO- / � /6 / If 2 A = 1/ 1 /7 6 '�27DV l0, 9J l� . +y) MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 .• SEATTLE, WASHINGTON 98104 7 / ) Q J .451- 4J = a, 0 at (/c) = L Y. vsx - P- 6, 1s -1, •.7 WALL fa a7 /4v4.s A-551)/114 hL.1957 ' S Sc/"PaR i d'aoP .1 ' aJ AI tf (9 MI- y ktbiza_ we/ , f# tv rwt/4'.s P= L jy)C1 - o)(3e,5) - - ,39 2- 2 - JL M =), )) // )b Ass Ld jj = 9 1 / = 5 - �ifD = / yvo "5/:. 1 _ �, yz/ / 9- € S =3'1(2 2 , 13C•7 /36 9 ,?0 - 74-) :. / 2 &3 ,/ Cpi-) 5 -/2-e' G '/ 99/ - 9-v "5 < ). / = 6 0 /Os, 2,s )04 =i).9 //2 = 3-6 (206) 621 -2400 FAX 621 -2412 BY ,E2S/1 DATE 6 ; 1/0/90 JOB NO. 9 9 PaZ,OF 11u =/;-83 1 yJ-) = 7 2/7 /6 h �S J < L6415 = 3 630_ri f r r MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT 46' i i/J/ AIJ,D/ 14 /s BY OS j DATE 5//p/R0 CLIENT e yA JOB NO.3 qa of 9 PAGE OF �• /'1 = 2 975/ 01 _/1 7TFMP = p, van b (3°)C0 lam. 2-5 26 s / - •� .3s e2„.6 2 y3 i1 (206) 621 -2400 FAX 621 -2412 PROJECT1 6 wl!T A 50/7 - 7 , 9Ns MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 BY OS 44 DATE,S/j /I y0 JOB NO .S2 9 D3 'P AGE ,f'24 O F CLIENT � A ii 6/( / 1 D Q (AC Y o f F007-fit/ cS Fc)A / A7ST ber/ 4' CO/I/STer'cT /e'✓ 0/.6 A D ,i/T /v 4/i L 1 94oJN6 /‘•1'0.- A 6w coi/JT L)CT /off fRJ62 A , /6 o , AL a/14 WALL fiaorpvelf W/L L iv or T4H S'VY mow 044 , /1/0 . G/f ,-cur X''Q pJLAsr' poor Az T�,flNA 8 3 / ' - v" v/vR4 /NfORGOo / -3" x - 3X / ' y" W /o - ' ‘ w /y' -o" oc sam% TR) os 4 OA C AoA p,., /R) : 2 � /`1:0x� x ' w ' ) ' > 7 SA SSv rld RC ' 4- Sd'V Pai< DAD e Nip/ /s i4 ucT,'t' " /S" r/"" l e , se /9 " Rosi°tCT/vELY, Too - ( ) 1.3 - 0) _ goi.9 f 5, P ✓�, = /goo L 3 25 C,, 26 - ) 2 .,J = c � 9, 3 2 -5 /U Piave itZS) 1317 = 51 )4 404 L -13C so , 3 6 5 2 y 43 y41f /yy / rT.T = 8 3 ,9" 03 )k e.7, 3 oh B V xiISro cT /o' / .. 0416.✓T S,d -`/e )a/ o W16o S /v.rit JA 40.cc:p 45.eE ,DES/ f v 6,11.-cs Pa R We k/ p) ,5" T h'�c REST of 7 f- J d s7 -i<s &2i-4 SToMt.E /Me Si/ /L4 - . � p.£gvATi. (206) 621 -2400 FAX 621 -2412 IE PROJECT 4 wh Afro v, 7 ,0., MBF, INC. ENGINEERING DESIGNOF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 V „ 0-95 (I) F0 (57)13, 73 , 1 70 BY /35 Al DATE CLIENT e, /t/4 JOB NO. 3s 70 3 PAGE FlicOF e..cn si-46 w/ 7 " 7 - # /Cif Te '14 7C /9 A x. .sr/#v 6 74 # A /rE //vice 47 1 : 3 / S Li 5 A9`41-g 4 o IA/ ( /vieitrototr,i).4/ Er .0r VOA 74/g/1 c (j 1 cyfr-6x J/t " 0 = 3 " 3.7 .11 ' ( f 3,7 Co- .s.25")./.4-fy 7- 7 A 1 d 9 4114 1/4 /0 K = - /7/ 13= ( 2-) (47 5 715: 74(3-74A- ' to Ad. Yo IWD ( 2 ) 6". 7- t /57. 75)(3. 25) yg. y > Ch b," L9Y 5W.o*.d,e V L poly Fr wiry VI) d = t5ba y) 6 / Z 7 ):4 4/ (rLa") f = )9 .1 Ar > /V./ 0/7' (206) 621-2400 FAX 621-2412 Oir HIRT PROJECT CLIENT e NA z lig C/1 /1/)'a. 7 st l/sE s's ® /6 " MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 W/,/ 41W/ T/otv 7- ( 6 L j = /2, � � o , 9 = / -1t ti - _ ( 2.000) = 2_72_ Y'5 / (3-75) - Pr 'r/ C /, i )?, / / ,42 / SL-AB 7 / ,g .rs 7 o - ° 7 /= BY ,C $/14 , DATE 7/2/90 JOB NO.35 ? of y PAGE Flo OF ',. gi 2. ( a 9— G a- 5" / #—//, 5 /Nc1., Xou/ cO/Vf Kti.c./T /o.✓ t A / , Moo ) — , y 4 / 3 a r e fr # - Q/( B r / i✓sf' (206) 621 -2400 FAX 621 -2412 vs� / ©/ /' 7, vv / 9' v,o /A/d I- / B Y rNSy° &VII/ Lds # s 61 " TAIi y 0 /2. '" L()4/& A z. .2 y',o -r- / / • /,06 09 C3 t=i IF MBF, INC. P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 ENGINEERING DESIGNOF STRUCTURES 60N/ ke y , 50 fie-o" T Y/ r (206) 621-2400 FAX 621-2412 1 MI V/0 C4ic x 4(crinliS l% Via 7M4///1/( faA --CL /5 0/1 /14'd /NV ,1 /14 7 A i d e e )Do/cnize sh/A,g r y c 1 04,eJA/ 2— 0 2 -9 6 1, 6 r ' L/1 Jr rgeei CorlgpvA 7- 6 Ksf grze 3.. 1 / 3 /-- g" (qv 4)0= #-2 = 40 SP/ /f Fifl:RT MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 BY /2.571/ DATE il2 l1►n JOB NO.157 9D 1 23 PAGE F,8 OF �. VA - f , e5 T47:: 26-) (9: 75 S.7s) C-3 7s) j - a2.. 3 fr PROJECT A wig �L � /DA/ CLIENT r, l it// I,vA e S' /7/ =.„ A . . L dot f- VU 3 . a7 (3'-" V = �.0c(4 Cz/v Z l 9- 7 I( et 3,_ V - 3 o 9 y (3 ' -- "� V1 =j , Jr .> //_ s X d'�t ,) 3 `- 7 — / - — .1 = 3, 7 L ,1 - 12 - /5" Of 2 4- (3- '2)= / -�'f o /1 w = 3, 7 (4.7 -o,s - � - (449) _ .S ? l?w n 620.,;,) ti 2`, �S1 .(y 9) C3,7s)' �h = D,00OS" <v2O /$ c9 O0v / lq = 1/y Ps> ,I°= o,00 r y ® /e P 0, 00.30 / w of C lJi; cif' AS /, s /.v4L 6 Go d, (,../ . // L o. . 1 Vn - 3 - P7C[3_ -- 1 - = 3g, "! (206) 621 -2400 FAX 621 -2412 0 4 141 HIRT PROJECT 214, DATE ,/2/10 CLIENT C NA JOB NO. 55. "V 031 PAGE pvt OF Ve) = a, 9r / C 2s f /5,95 = 9/. / v, O dv, Lai - �s v = 3."7(3 9")2-3"-z" - ,2.6 - ,y, f/7 .• VrI /7, > . .0 /( I.vir si/v.e 4 ,8,cok� 6//izir P24 •Xv, 3._. �- mw .2 3, o 7 (z.. zs y -'� (3.0)=- q, / �y -/'- /��• 7G / l O, oo30 �- SIA7t i9 ..S ,84e.P d ita i0 6 , LI o y L om0771 L5'41e 4s 7 R4, s vt RSW 6'a V46/PI✓S C oN /(UiC/¢T/o,N 3 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.0. BOX 4010. • SEATTLE, WASHINGTON 98104 i PAis, V/ /ocJs C.14- T,ANSVOAS 74 ba, y Me"' )-.5"" ('') =loci > Ls ao, 6 (206) 621 -2400 FAX 621 -2412 Ovni47vRN/N6 js /v'oT .g coM( ,4,/ of MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 PROJECT A6- will A Q,pIT/ 04/ BY /'/ DATE 2/2190 CLIENT (, n/A /Mc /r AvNC/y //✓b Sh#E4 )4• R _ - P -�� _ A =, SO, = 3. 2 // < /� X 2 =o 'J A -- w f tai x G -1,x/4 y "' W/, 9 G4/1.4-le JOB NO._7 2o 03 yPAGE E,36 OF S //✓'L- /OL co/ti /6-0 , T/o ‘oV, <Ns V = l2.s /'C ,cos) - ) 3,, h , 3 - 1 - 2 6 - - ) D V/X T AA/)N( a/J , S / /,'R /=L�i1'li� nr /,� r yam/- rJ' 7T #4 14125 T cA / T /c AL c/1/(/4 / 4 1 47/Dir/ Pifi N L ,e‘s ,4 4( 3' -g A ,' My (), ',f'7j /v( / - S c(1 /4-7 .7-4/ S'7/1/ (L o tw , 1j = 71; 6 : ►N/ •C c / ' 6 t4' 4' = yooci To c U.8 fite,e / Covog gO ,eyjvA ri 04..04 5 1/ 13 ,51,96 o rx407..cie f MBF, INC, • CONSULTING ENGINEERS 2 505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT A- why 41w /2 -70A/ BY 10- DATE 6 �2 Fj�9v CLIENT CA/4 JOB NO.35, 9� o 3 y PAGEES ( OF 6 rG oo / $LA}r ■ad /f/i/ 727 A' G,r I- c ✓ T1/24g5 V .es E / or'? L � 4s S// W T yP D Vii< t/R/1 i "a !?,5 1 5' v .• z ,z' / W ('&- 57 j 8) , 3 - g M B = c),73 - = /, o - 1,33 6.0/ ( "'di' 64,E (..) G S - ',/ 1/1/= 2.c /2,5) = Zs r ✓= o. - 0 ) 0 - 3 3)& 31Y ) 6 7 , 1 Y (» as-Jr itSsum, *. A G/f .5 o ' hri CC iftr � / 7 • Z s NI P =(3s)(/7 2 .s Ao h4_ T 7 2 Lo'&iyi'/N44- 6 0,5 ) 6 , 15 8 i b' i // = 6o,'1 )y --ft tc 11 -1 , 4 qv- + .)a) �c= 8 1/ Mit A 4'A /i✓sr 0 v-RTII,CNAN( (206)771 -9600 FAX (206)727 -9610 . /s N6 F) 6434 irs- EZs)(v)f (0)(e)(k) &.'4 (9J( j./s & = 9� 6 k -�� = s w / 4 = ), 7 ,c9. ) 4/ 3 2_f_Il V ''' v- 3- gy �f o z (3.7 ) 6 7, z4 = G 9 if-AL . 6 s e/, 5) = / pz if - //- I VI4 432f)1I7Y = 38 2. X / fi t > /o2 At .SL4,6 NO T A Q To /Q ASST O V ,-iQ Tv /ki+/Adf PROJECT A l W Tio/ CLIENT / /vA NSF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 R/}Ns V6Rs, G .E�s . 3 ✓ = O,/ l)Z.9_ / 7 / 3o - 2 - ' r �R = 62,..)t 4 t 069) (A.) Zo - /s� �y� . �f 2 /,5 (30,7) = yS.3 L� 11.E e/r p v,✓c l'/J✓d' 5,j 4 R IN T . L�C / 1 4 vs vfri sA P4,9 60,q x -fit AA _ /6.5 R, = 45 /, ( ) 90..6 A' TR64t7 is AT. �r� , r- 6 fXj S / 2-0 = /.5",1 /. ?2 Al - yo, 6 = 1, 6 / /JsP (206) 727 -9600 FAX (206) 727- -9610 BY 4 2124 DATE g 8i9 JOB NO. 3 g 2D 6 3af 32_ OF 6 I' 4/ g It y , -3 P 2925/ i rQ b ' / 2. X y _ / r = 74 .e) Y/ i f i, e) yy - ( /&, 6 )(/b )j, y % / )- f l v = 2,L1'-3')/'-9) --/, 2z =32,5 Jr 44Q VA : 1 44 = 39, 4 /o, gs - y y , / �r Acf LOT. A. = 4/137270 6-)00.4i/6. 4) a.6) = 0,e> yy /. .D/f, JT3IF PROJECT if 7_ I' .7t r MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 4 w /'/ Ja11 J TioA CLIENT G^/ e 9 cy aM tv /y 5b4.1iz Vu - 2, '/ (3 ' - 0 ') ff - `u il Y //, 7 /o,8s ` JT et:- 2- //5‘ L.9 (g6.7Ao ) - .2 : 2 " )1 1 / ° / (y -3 ) E - J= )3.3 Jr itto-VA - 2 /3: 37 )(/.0 ;vv = 2.< / ,> /s. / 2 , &, ) (3,449 y- ) = /2.. 6 H - ��- A t = / "/ rl L /0)=. b2 a /v,' _ / �Nw _ i y . ,0 Coo.") _ /0/ ls/ , 951 BY /1/ DATE 4h8'/9p JOB NO. :?5 9• o 3yPAGEF33 OF G 4s, (y,)(y.): 0, 43 " /.7 s , "1y: ®ie''/ M I" s - 2 , C ) .. (i: is) ( " cs 6- - •/ 3.. y 17 - / ha ) 5iY , �3 = ) 7i PSj 1' O.0030 4• 5, 0_0 3 6 z x. 1 ''y / ;. (206) 621 -2400 FAX 621 -2412 4 oy HIRT PROJECT A C CLIENT Z /lb/- L 0 /v vvo/A/41 L:..0/%14- 04.4 6ls • I 12.5" 1 • .I J 012 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 AO / T2o4 (7.) fi,i. 1Y) Cz) 4- 3 4 y 4 = , y( hy(d,y = l2 7 # Py 6 . / , 9 ( / z - s) f / 91 _ v , ' /1 << % °. 6 SL / .� '' T/./ /alt IS ,et y ' /2" e w s /644 i- ow 4 cars w/ ,/ybR TA)V.1 3 ,,14t'5 WJ 4-i- d8 � 7- /`) 7X4 NS 1/14s., ,o/ieAcr- /o.! T Y V' )L t- 4 L.S v 6.ze s7 40 .4} �4 V /A/ . "6 rU.O /A/ c ' - c72 . 0/V T S S - .. S v L T 61/4/4 ! � U ,� /)A1 4 /1 / S g X,46 FoA 1114. S / A 4 /QO w IQ do 's' . 0T61 s, A6 / fAWWW4,4 ) Qo vt3h A y O J cD Nf/ (LIR4 rj o/y T y/ • • i or • S k 6,154 11. fl•C /AC 0.5 k2.5 1 -5 . -6 25 125 ar 6 .�t BY /2.s /.''/ DATE L AB,/yo JOB NO. 3 S yp (7 3y PAGE3/ OF 6 13 / -g" 1 4 3 -8 "Jr 7" R9Ns. ,6 La. P44 ,v (206) 621 -2400 FAX 621 -2412 7/e/14/...s V /4s - 4 o V.0/2ys s KW PROJECT Ac w/H 4os / 7,04/ BY DS DATE 4'6 G /9d CLIENT C NA JOB NO. j ?V 03'yPAGI3{j" OF 6 T R ANS VIi1 - / Z ✓TF'X /o , L �s 2 RA c.ffs 4 'T _cm v‘. 7uA.94[. f T /.EV ,8 UT U / /AZ /✓TEA 4cT 47 SL 1/�G 12.51 /2,1 hp 3 if MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 d Vo It r J�1o Mom = g&9 4 - J�/'' (206) 621 -2400 FAX 621 -2412 Zfi SLA,ds d 2 4q 46 - s /N6L,E 51/54 i9 /NSr a voxrUSN //1/6 . i . Sz 48 Z.-5,. )// (i ' . 0/ 1Q�C f /DNJ �3 '-e'' X 2 t CI a � X3 /p /- y r � 2 -s 2, t3 ' fr)(' /. J )) ©, P c ," y b /i 5 ( ") (• 0z / i 14 s 4e,3 D # Q , T L.50%?4 7&fr 6 /Ns/" o c/eiP7''A /1/x/1/4 /a &M,6 at, s1 �� / -o ,,.,.,off # /- 0 / 7 . t l� � �X2 - Vi- = Ll ) (2.33 ) t (714g)(r..62) (233')J 2-' /..Y C 90 7. o -5 ' 7" L oN6/ T vo /N44- / S s . 4&I 4 ',4 //✓sT vox? 7 ,r3 ) ,z"�/S 77 Os . 9 " A /DVST 77n Ns vrt $ JI) )O/ 404 JS<. 46 T O V//Z71'M' / , r .CHs r/o v. 2 " (A/A'' (" S,yri Uiv .E q IA, f3 6 5 1g 1.4ss TJ14 -' s/ A/0 1g iev w et)/VP/ 4007/004,. /' VNOog s7•9 ---- 3 A- r r , INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010. • SEATTLE, WASHINGTON 98104 PROJECT 4 wig ADD / pa BY 05/4 DATE 6 /1.7/ ye7 CLIENT C/i/A JOB NO3 90_ 0,3 y PAGEM4 OF a X447 Vn = 2 fir ,6 d As sam e 3doa (3.5) (4) > 3 s. S b � /v2. " g 2 NGo MP1-E1 3 , (206) 621 -2400 FAX 621 -2412 (=ob .r446 - /400 0 09 • T ' 001 I HIRT MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT A' yo b) A ) T I BY b 5 fl DATE L A2 7 M CLIENT C N,4 JOB NO. 30:949,03 Y PAGE f 7 OF / QgT4IL - G W/}L 4 NS° 2 -' t 0114 w' %yR ° meg,/ s v/4 f4eA K6 TIP (206) 727 -9600 FAX (206) 727 -9610 PROJECT A G k p V BY .17 DATE 9_4,1 7 c, CLIENT C.Q JOB NO.90 O34_ PAGE P I OF P 1LIgSTg REM CN FL 6)Rtp X1 Lotto C. Pvt -Lt J Lc c' &) OS Got1s r 100 L-\V L.-t 7 CSC t I NC. col ,- r zL) c- r K> C 4. o Y. a. 40 x‘sc ) C 4 X.2,,(o(0 - ) )CQS fF") 4 � 64;7 vita o L.0,6o Lti'J L0 s , MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 C- 4. t D C4 D ( 2 ) 2-. 4 60 (0 WA = P6F pc p P.= C '2) 7 S PE sETs ■ cr F -C. Ff e. 2 C .P u l f C►2 ID) ■ & F1= Co.SD b o?S')(,2/. 1J -T.5p6F = 22.S IPSO P I L1 S1E - E I c % 'Fc we 3oc0 p'62 a 16 = 16 As 4-* 8. It �► I ''Pw 1 Ib + - 1r LGt-i -('H Tv o cLc:›t J -rt c 12`D + I 10 = IG}✓- r,- )v E Hc4 e. E* f::)m Rte. `2X,1Pj ` c, !Pt ��'- T ikk (206) 621 -2400 FAX 621 -2412 I b. f>3.3 -I- D,')S= I4,6213 PROJECT R bc .1■4 G Q-Dr E (LY CLIENT Ct,...)'t 1.6 M IC Lo4QS o -rO I4.S (, L P TE2 rl.. 'rP WA 1 1 I i I 4j. W - 1y', (0L O.°o2�b - 1 ,33 GEC. o22t5 �(2.b� 4- C.'L)(1, 4,1.35 ,1'g 93 X1=056) 2 = 0, 44(01 1,. W 4 O, CA S SF r uvr SE I AIL C1.4 w.) I 44-e%1 C„, L-e P S 14.Sto 7h 31o.(.2S CLATER -A-L -1-- TE' wA 4 19.0C. - - ©. 4 ? ) Co ()2.2X2. .c) + C 1.X,1. - 6'3XCo, I ` c 0 - Wu ©, Et uuf SEZS•IIG G 1.4 3 SESSt-e11 G -..oP o S e 14,5 t'3 P = (b.ro(o - 7 1 X . I. �C.,1,33 r'' 3D) = o."7"? E, Pk 1 , 1.0161 i& u . A N LC►Pt01 OE) MBF, INC. • CONSULTING ENGINEERS (206)727 -9600 0 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 FAX (206)727 -9610 BY p DATE (0127/9D JOB NO.90 PAGE P2 OF PROJECT 70c w - TeQ 6g-OCE P( CLIENT G KA k1 Pr l,l, I -zr i Q -IC) R W AL-1, TI- leIagFog_g Nip ) loc. loc. FDti-t D ,e o LOP DS 1 o - rb I6 C.DO . L.0 a. G. MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 BY DLZ- 1: 1 &l -Ar'► 'rt,.l L. i N14 F£A-V1 CA L -CUuar i E' GEFN t N( LAO t L..IrJ I SEAM � I WpfLl.. C23.3� S X,o S �,o.1 SC���' �= Roc* (o.co°)4 + 0.t.'2 )14} r = ti (1.33 X..1.5D)Cb.15 ' -rd-rot_ OL.. LIVE LaA•0S o 71> 10. D C c . $4 ; + 1. o2 /¢PT JOB NO.CtQ 4 PAGE P3 OF • 2.432 `>Fr 3 ,4C ` LI LT PL. C 1.40() DATE 4:,/2-)!'» (206)727 -9600 FAX (206)727 -9610 5.21' PiLAs (23.3 - 75)C.�.so�C.1,33s X 0,1s�, �_ x.012 9lon On. C.1.4 O.4 � O .(040 2 � (J(r G1.4- u.) DATE ( I JOB NO. CID. (7S, PAGE P4 OF 1..c' PA I t..5& 1 9140 - DIRK-Pal I IF MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 Y- berJo 10 0 11c i - M LAN) I 1.1'b►1 OA" OL + C 3.405 ��T DL + / b (dal` �,-r LV (4, D * XIC. D) ÷ `°I , `b r1 ..9 2 - ` 2-G .244 'r Ow. 2S ,24 '1` mor.1E ,4 r7 it=“ i-AM I (206) 727- -9600 FAX (206) 727 -9610 ID ► Cs�• POCS )C�. � c - CS C I,c.3?" �v svP�.�33 - Ls,Dxo.►L' Pr ): 1. w VIA./ a. coo - ► .10 PROJECT A eve--c . 4 o [� .CSC 'Z/ BY T)L DATE 4:4247/90 CLIENT 00 JOB NO, 9D.0 34- PAGE FS OF G-1ECX 6 X 1 s r I LD tbSR.t.4 t cmt r.% r cpc PA cxN 1?7=Ilo d= 12S- 2 -tt.6- 15,Gt> p A-s 2 C ©-)9 tn p OG)lo3 - 7 Go= P = (5.).001.0y7) 0.1214 � 3 b t , Th < 119.1 1 .. M•.- i4/ 4- 2 SPAr•I M0t-n r O ► &TiGtct)'f I c.r.3 1 O 0e Fc cjE t�►ST. SPA. rJ m SP P(t.1 �2 r2 ELPt K D F Ern D. t-1 C,o. D, G.D.M. D, O 1F MBE, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 L - 14. c06 L = 4.333 + 4.40- �z C©. I \ �)C.O. e . 0 � " n t )( 1 L : )(15 : I D 8> Q'2. i 4 ) --„ 9' I % ©�tE2�rr - E z OE;E 43 P1 LAS ' rO Cy.. N To ROe' L I 0.•3- 0,606 = 13. I67 0.667 - '>33 = 4, 1 107 44401 ' o . 3►25 X0,2 4:42.5 6 32, -222,2 -11,3 35 1 -3S, I 1 11..1 3V1.1. Ma, 2, (206)727 -9600 FAX (206) 727 -9610 PROJECT I� ✓C,,. (�G1 R'T F(� �R �� BY (:)L,„ DATE (o 2: `� JOB NO. 91). D&ei PAGE P( OF CLIENT C Opt C► -v €C-- MIME krr C.-f; Pt C D I o F uU Prt A6= o.20 1 t o/ pr . b= 12 c1= E, /2-0 rfpr P - 106, 6 " X 1) C A l-C..) E MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 2 2.�Lb PT - 1 I rs pt 13.1b 2 �M't 622513,lib�i + 322.2 — 13.11. -- )V x = 0 V$F.. 117.2 1.6 CD. bo5SC= (. = p Co.00 ) Ise 6. I I 1 LA,..1% i t - 1 l)C3.c )C,.t2X? - 2 , G 20 - ` / ` r pr -us 3621 12 �H EPtR. Pot rJT r=7 ‘) x, ICxX) z 1 ?C7o Pr -L , . 6 6'l.. 2. Fr -ut �- t n .2. + 1332).( = 31s sbUS/Fr Neu Q1u►aeR- Own PI (206)727 -9600 FAX (206)727 -9610 V zt �Mo= I1.0i) + 5$2.2- 4. I(. 3 C) Vb. 13 0. to u6 PROJECT A OGi,(k1 Q &Rc - r CLIENT ck. OLC p►LA : t 6'rEQ- PrOA -( 0. old*r) + (1.3S I , Sb)(0,15D )'o. I.4D N� ►.1ET E =Sro1C. LC)" DCL,. 0PJ P1 L.1661 R. AXIAL L AX) = - 7,c>12 t) - -ik.x. 4 `j, g:A FP-, r1 6k'f P4 ()Ju = 0.10°1 Fr MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE', WASHINGTON 98121 M I BY 17/Z LO. Z 11 uvr ' 9.6.11 w 1 uo. 4 v( - ) `>'FT t u � . 1 - 0 . b n XX I % 14,13 I4 1E1 „ = (4.0(0 /. 1, c ) z, 4. 01.0-7 v it CIAEC,K. - toK -S c raN)G_re t)c. - t vtz = (`F No X c),2Swr> • 1,D2- F -M/cr JOB NO:R(, PAGE P7 OF (206) 727 -9600 FAX (206) 727 -9610 DATE (4410 0 Fr MBF, INC. • • CONSULTING ENGINEERS 9F 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT A S OC.A Pt (2,t)( (2.Y CLIENT ak_)R. C-005►0 uG2P -)G t4 LIT HT - C- 10D C P‘ !-.1 GNI :- fyt )O 2Ek=E3,R- tJGi4D1 -S 1tJ Sv E s- # R-€ P LO lib) C,1,5(> �(1. cY2Yt , �. t9 t-44- M C.2)`1 )Ci2A -T) . = 0.01`]2 cbecJoe i c Q F , 0.01e,,L & `� 0.0012a (00 3 AS.� 2 0.o01d.1 )02, = 0.230 Ih FcQ- et P- E Z 1(...11(k) �� A v4. .M. e rip vfl + C . x4. talc) _ A. Co. (co coc`4nti) gb.5 PJEaPrP- a CGt�' 1 tJ0Ct.: , BY 0 L DATE W'2 /,c JOB NO.9D (:).M.- PAGE Fa OF C), S21 Z = o. d0210 W ,c5o2(o G t' Con c �3.6 C1 (0 ,(o 02. ').1 g o. 000 AS O. DOo1"k I2).12> ± 0-054 60 s %DO 4.0(. a A.4 CC.(..0)C.Iotk tit AVtr- p. IS 14 °pry 4,/ : 11Q-otk) e.. a o. C., (206) FAX (206) 727 -9610 MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 (206) 727-9600 FAX (206) 727-9610 PROJECT Rst-D c>c-i Pt C) CLIENT C.A..) Pr BY DL DATE 12:00 JOB NO.9r).064 PAGE ri OF i7E e,E Pct- otk c) R-<:71C)r.4 V 9. s 7 + CS, 04.2. o >-fr ) 2E7 e ;(4.tx.-; ci CDS 4 z. D.S)4 zcoo E>)06) 12. DCX;) Goi3S tcSR- C-6= e:NLY5a.4)/clit;: ) 2;) 0 4V) cl. (2" +. 4- ""r6 _ 7 ° I _ r. 5 , 0 1-1 M. 1 11 - 12.- 1 IL onc- 6.s3 ( 0.9 (, = GD.11 i I II X,16 e5t At= 0•0$2 a Fog.. EpoJe. LE GI 1?-4 A Ito. ()az) = eD. oG4 i n t yp e i, seR ci (.16 4- 6 e.ovegto6 Oa- ad= f2-Pe (2 -C 0 PROJECT A S OGL PITS n BY '(-- - DATE t CLIENT GJ JOB NO. 90. Q61- PAGE Q) OF MBF, INC. • CONSULTING ENGINEERS n v/� O 2505 SECOND AVENUE, SUITE 600 1.SvLS SEATTLE, WASHINGTON 98121 1 o rL A,D. = F4 ig �C. $A~ C Ig ."1 3 X,12 r) .0 I) .-26 6 t"`�db t>,s ..:41 + 11.2L C.3�( = 2 .2t. ° 1 11 C5 DY.g_2> ) 1 2C> oCX) C.1 -25 9- EV►SCC> At = 1 M 6 G = 2 0� C I g ,.1 9 .`:� b! = 3D. t C 444 12. °11 - <. 1 IFcp(�- �tiJQ �.IEa P :.(D. ()Sq..) _ C). to 41 (pc) (v , D00. I• (1 - iG o. ern . W = o. 0 $2 Cos . MCI aX &SDI .° -( 1.0.°32) aN 25. (206)727 -9600 FAX (206)727 -9610 00, 4 b JC ✓ 0• IQs 1 r, R =Co.oc) iOY..12:)Y..,%S. S) = 1.1441 [ HIREF r LI-E of. I.�u.. a6' e 1LA 44-3 Ht oP TIES - t 2 Q. ez :7 FR() M cot F R-c eA-. W r4"( 4 MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT RVG,( -1 A n C7 1 BY �lr DATE ico J 2')f cb CLIENT GK.) . JOB NO. °'1O.0s9„ PAGE PI \ OF G6 0G R-At . ci:)o -r14 LTO(L r4cx c -i m-tE L u, deeru I ►JCS 6E1 c.r uar r.l "vjO Foo )N1, N-100IFIGA H ive le,c6 ► •Rc=c 4D 6c.I FI co co0c. -E s - 1 F es . NPR 6EE1 l NTT A I1.15C> c (206) -9600 FAX (206) 727 -9610 J &PAOC 60) 3- * 4 1- sx,6 w► nut► NIT clop H.01241, GfiWg (g, DRILL- µv L. PER. t u ssPEC.s r r i PROJECT A G GcC- #?E'C) BY Q (�- DATE (p /.L, /i JOB NO. C(', Q?�•PAGE Pti2. OF ` CLIENT GN (fit Ex1 I i LL PArp€L. MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 0,53111 • gI ) cIGR-Pt0g. -(ma. Soh., Ext9 w IAu-.. PRA i O H I L1I 1-1 ptD■G51•1C { EMBE.I• 6.40 " , og.ALL HoueS N SPEC �9 J (206)727 -9600 FAX (206) 727 -9610 9..EPt` •f•1 FDA. (ZC M A 1IJ I NJ 6 .6f.00N1 NOTE. r PROJECT R S + A CSR -DC► R� CLIENT CO A. BY DATE (. /2^) /9(7 JOB NO. 02 PAGE rib OF p , MBF. INC. • CONSULTING ENGINEERS 0 D 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 NE 1J cc> LA.) M r l #ILA , 0.40lo MAXIr'VM #t)C Lop,C) = Cs■-r P + C3 ),11% )X- 1333)3.9 - X.4c=.) _- 43,51 fag 1 IA. m a x =. \/". 5 PeT60.#10 X0,1 )(z.c?"Ifi )Ug) = 510.4 S � g w �z- (206) 727 -9600 FAX (206) 727 -9610 I 1 ty 11 C I .3 33 )C.1,SIC) X1›,1 5f=') S(09 our (4.0(,)-7`1(j( I l t�u►.� ,D (.'s b° Co. 14.583 \ 41 a. f�1w ,.,,, V1,4.,6 (C)Ii tea, X.Ia (0. _4 X14.56? I D.1 0L.7 f 3"I . I tan I - (,o,s4 6 1 sge0 + (n: 4�5 )(2z,5 _ 10. I va 0.17)(_4. 1 *) 100 06E r- )c›( (o)C-1 ) . UG, z ti I I"- 4 #$ f - 43 s_ - C5 . c.�>C o 2- "'� = 0. 43 .s1 6440 Net fiC=1J r` t CATiaJ E S 7.1 c) 3 122► n2 E s= 2`), 0067;" 31 2 2 �L���►��S + ( 2 9 1, c c 3 69, 0. A t 1'17 rc -InZ' PROJECT Pt ( BY ✓D L DATE 6,/220)9c) CLIENT c�N JOB NO. 91 e, , -= y. PAGE r14 OF L.3b1 k: nt) — S2. Jti D F=r U2.9k-Z ,4S 1 - FL- n MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 Pe- m CxE D t lb Pr-LAz. 0,(00 p = o. ©IS D,1b (6. 0.012 CO .0. 1-2:1)0(.1n)0 bin) = 3, G7 In ?, 774 - \ 11 M ►.)� E C_C� til - 1 - - ICxr`(= O.(e -+-� D. D3 C1!bit J I 14 c_ z. (5 . ? 1;(45.G + , CA I tY2- mAG 111.0 Pi. = 43,6 - ] h=1 ,25 $ h= lb :. 0.13(0 ,4 'P 43.5 = C. t6 1 = 212: 1021'vvr) ` 0' 0610C,G.0. A C.ItiplOC.lb,:')CIb►h e ' 0156 est. O.O I2"7 .• 'i (206) 727 -9600 FAX (206) 727 -9610 USA 2 Lf f f(2 -S c r 3 - EA F& I V c=. 1 2.. � bL C O to � 11)(1 .l402 �►� _ 2I. 1 zbVG..z, 23.2b thvc. T . 11.64- loot) &KEA (2- lS o 1t.- 1101U11111111S :II 318-83, Sections 9.3.2.2, 10.2, and 10.3; ACI Publication SP-7, pp. 15 7.0 4.0 Pn ksi 6.0 5.0 3.0 2.0 1.0 I g 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 h h 1.00 1.00 1.12 1.23 1.32 1.42 1.50 1.58 111111111.1111P kid= • 1111111 020 - 0 0 A i r f ksi - INTERACTION DIAGRAM E3-60.' f g60 ksi Y h I 11 f t e\ -4 A 11 •4 • • c) • •' • • 111111111111 • iL_ • • 111111/iii r- • 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 Cji) x e = rinvi ksi A h )esign Aids, see Columns Examples 1-8 and 11-16. • - Load - moment strength interaction diagram for E3 -60.75 columns Sections 9.3.2.2, 10.2, and 10.3; ACI Publication SP -7, pp. 152 -182 - - V 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 1.00 1.13 1.29 1.44 1.57 1.69 1.80 1.91 o, oa.. h o, � ..j / � ° -: 111 a! 0.01 - i Prfi r gitOr i r krodis O filii / � INTERACTION DIAGRAM E3 -60.75 f' =3kS1 60ksi 0.75 r • • • • • • • • • 020 0.40 0.60 0.80 1.00 1.20 1.40 1.60 I.80 2.00 01% e e OK, , ksi A h A - Load - moment strength interaction diagram for E3 -60.90 PROJECT A DC1t A - g- CLIENT Cj)P lL COIJC, , , f- Et1.IF. W /3 -4 - 2 a� ). I 1 gel Fc, GP-0M Eft EMD. flea .9 r � IEK. I s I t�1C� 14141A... MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE. SUITE 600 SEATTLE, WASHINGTON 98121 ( 4e,AOE ) • 3,DWL & 1-(, x.24 O.G. G Ex ►S l►.l. (Vav I DE H 1L1 t NIT ipc) ACI- k6S 4 Etilee J S14. OQ.IUI., HbLES Peg. IA IL 'PEES • BY OLZ DATE 44 4 ,0 JOB NO. 01a PAGE P) IS OF 01? GX15'f IrJv 60Au. T --4 (206)7'E-9600 FAX (206) 727 -9610 PAGE OF WALL P6P - t - Pr rIT- (-P cToR 6NALL. rJ OT • c�N kikLl..- oPGNi I1 LINFTIL I Gout44 r41■1O FDOT I06 MvOIFICitT- 100S K 'We Ib t£&J metoe* 1 EREC.1FI60 r_cKk eve SItE1.16--rA F L • 1-1 flS 'oa PROJECT PV.4)GZa.Prre 7 BY (' DATE (W2(/� C> CLIENT )p JOB NO. p, ps4 PAGE p I OF MBF, INC, • CONSULTING ENGINEERS (206) 727 -9600 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 FAX (206) 727 -9610 Fc7c > MDO IF I GR'TI C> n-t OED I P L-1 -2)t.0 /1/4.)C= PP-SSSuR -E = 20c=0. :0 ti 3 - x 3 - 1-4 I-4 u►JR- 4FDPr re-0 ADO LORD • 4 t1 -4 tW60 Gol,Urlr4. . } S'D • X�b t ._ STQiP � 7 U12- '5 G"4T DESIbt: FooT1t3 6 - TD $C ut`IOC12- NEw c LrL)M►-4 43.61 7 14 - X1.12 A ,-- O.37°1� -r 4- 7' () ', lb c cow- + 5011, ("0 FDDT 11..1 6 - .I ks ) + tisce, + C1.2 o. f. ig.x ; . 44--0 1.IvE , b /�2. J l,J = 31.12 Co.(,6'?� L4� C3.1 C3, • 53.541 + 1, t2Clb+O.lo I& H W =� (.1;Ph.4Zb+ stAg,z, 2,422:>+ 1, $2.D6 ,42 bz06. *SSW) + o- MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT 1 C e_cc R-'( BY OL,� DATE ( 0 / 92,/ c ,C , CLIENT G pt' JOB NO. CtrAcivir . PAGE Q OF X = K0.10 + EV2 :- b. (d. - 1 0. 2 '+ 3.1.9-b _ (D.333 + &.2SS - 0. 1 1(2.42.o+- 3. ( A-44 2 ) = CD, Z.SId- 0.53312.420+ 3. (04172) (,o. 1. 2Sib - ©.333' 2 2 - -- Cc •.s001 - 15 O 4'��F.� — O. .4-5.5e- o. cb 3 o.co93 0. He, I , = , = o. da33 6H i = o. ooa I'Z 12 _C.. + M + ret Z T. FcI - FOC3T I fJC. �I x ca 1 F N114K F'C F Mfl•>C F1 C . S ME, 33.54 - ? + I • 'ic' +- O. (o l d H� Pr X4-1 Y = 2 42 +1.tfLp 1 . $2 C(,') + b. ► (J X€„") X. - O.4 C(01-- b. bb93.._ �`- �C.•� IS is 0.2.33 - 2. D. 2c c II 2.4t (206)727 -9600 FAX (206) 727 -9610 PROJECT f} A'rE D C - -Cx .E BY DATE („,/eze0p CLIENT )p. JOB NO.qCI,c ,4 PAGE {I a OF use s'-a x (o Fc c 1 11JC� 1 Si -tGAR Ci -tE rat Pt x GO t_ u Ni 1.1 FDA o = 43'S) i- 0.3 CO, 453 l,5,(061)= 4 14.S - 7 COL e>"PrflvC POD 1ti)AU- Ic.1Er& -IT I 1 44,3 - ( ► l� Xfri.-14') + ( o, 4�3c4) J ,)) C I1 -35 Act) cos. 4J 3 ((,,,S +46 ) d o.os I 0oC:). %,.(6•S% + 0.`b .1 &-4. -1l— eb7,1�°13 =D c�.. 4,►S ( 1 1 - V c , N a p ,� . = 1466 = t . I25 ( '2-- ' \ . s, 9 ;' CII -37 ALT) c' =4D MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 [ (4 - 0)A 2,t4c1 4©8 + 2Cvo i- 4c) _ 4 4Dok t 131 . + >ci = 2"72. + I IOk 0:›-r4d 3 t E)S s1-tE l - a: 4.2S $1 v n -- o - CAL t-n 4.1 ose-v Poe j C. 106= 4.2G t-4 16.2.S � 1 r�a�c - 1 - c>-thL �.,DP 0 .. (oS.�,�1, + C. 0.���Lst>)Cd.51b X.14) + �CS,ta�Co�lcx T�C,� = 95.14 (� tA, -' S . 14" `�0 -1 Jl,� , 2. °o S (206) 727-9600 FAX (206) 727 -9610 PDES Ncsr Vw C. cal O F MBF, INC, • CONSULTING ENGINEERS n v/� 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT R•' a U Ale Q 612-0C.Ee>( BY D DATE 4421/•5 JOB NO,9p,p3.,, PAGE p19 OF CLIENT Gf.) 3o. 1(a 2rago c.0 a, eb$6 goo r� 4 2:94 (0 S ,) I, ri I P.► 06 P1.4 wlC t5EA.r -t 5 R- - (.. • $SD + 4 vi €7sNl T of s 161.1 1 I2. t•/\ = C 2. SA I ) d c.b� Ccei ..3.0 " ca -G.`L. (206) 727 -9600 FAX (206) 727 -9610 USE Foccrice o. 0312 w : • d2 p - d, cWL x o. L . . 4. = co AS =@.00•2i Z . I.'• (off u 6. d b. x. 4 l.,o►6 0 I (2CLT1 l l i 41 CO V MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 _c t/M '9N ►LSI X3 "17 f' t, • (206)727 -9600 FAX (206) 727 -9610 Pi i p �3 t 1/4 1 4 3 �� fa r �� o -I A-TrO C- 1 'BY O L' DATE 4„//2 PROJECT I E 6 CLIENT Ck ____ _. _ JOB NO.___,&Q?l� PAGE MO OF l l i 41 CO V MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 _c t/M '9N ►LSI X3 "17 f' t, • (206)727 -9600 FAX (206) 727 -9610 Pi i p �3 t 1/4 1 4 3 �� fa r �� o PROJECT A oGdt rE O CLIENT CND p MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 JJ���vuu SEATTLE, WASHINGTON 98121 • .-1 t J Ex is �11 Coks ( - rot.. S4 -tP-L 6LippeI # uP itAsirr r ct tEg S)PeCS Z►•1 FooTit36 GDr.iGg.E`TC - rc� sa.►S E UU ifoF-r1 P.ui-c.Erl.t •rc' C/DI I I DATE 4/24)/90 (206) 727 -9600 FAX (206) 727 -9610 JOB NO. 90,05+ PAGE pit OF 03 0-Ile (5LT 1 ST i t EP,b111NG i4T r lEIAA r le kl e. t.ur / ex TC› -roe of NC IDWIfa - i - o risi r ro-t 4-51(6/-2... FDD'f l NCB Wit- 2,, MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A BY 'V' DATE '7) 22.,19 CLIENT ('O JOB NO. 9t? .t 34 PAGE ,P22 OF HDL. F c'1'n.l & Tb AND OS 5 W Z C-i 4 33.' 4 -t}- 1, >2.Q (_Co, ldo"1 ) + (!?, (o l g),/_<,„ ) 1 - 1 = 4S,[,2'"" +4 .. 12oH Y 1,3 = C I, D X.1.422:. *' 3,td4 �(�.�G.'��Z>> -r (H/2..7 2)(,.. t� IS) , 14,5c.o 1- 0, N -t- 2.50 . - o, (2S Het- 2.SO + 141'C1 Y = - b.62.61-1 2.501-1 14,5(..,1 4,12.Z*\ FP-owl cx ►.7 - of coLu r.-,v3 £ c_ I i X, 1. - 1= C� , 456 � - a> eboc 3 X = 0.4551E7 O, 2,0 4 6.62)0 4- 4,12 41 ►10 =IA =. Q�.(�� X = 0 GSL)4 12 C✓X, = a.14 z 1.111 ! n.5 M G W2_ o. H /4,40°111-4 r 1 .� 12 (206) 621 -2400 FAX 621 -2412 S- = 24_125.1.8... `7.4b H Ni 1,12X`0 t I,v -5 J34 )— & ()'7.o.i - 3 1,12Y +- i ' S(.,- - 2 : 0 4 2 H 2 9 - M-�'- (..v%3 At4 1'1"X9+,a )= 19.4; `.4."' PROJECT P} QG Pc ,4: : ( � ...g..o "'9..-y BY p(,,.. DATE - 2I et, Co CLIENT GpjA __JOB NO. q (� PAGE ! OF IS &f) I-4 , UT Li t X CPT) Mx CPT-w MY cx-r k) E. ^ N Sx �� 1y TzfrL (le- *) c 1... b 5'-O 0,1 - 2 02.95 - 1,0. 19.41 1,14 ,oS2 ,S24 2.G(.4 (o - °0 5 --(� o. �3 b b.2- 11. ° 07 I. $(off}' b(4 .4 2,4d5 ' -5 (o -11, 40 -o (2 -(. o.lco o. 0(0 0.2'7(0 o.249 11 23•x- 1.1(Z) 1.(072 .072 . b`)(o , 4 3 7 -4 2.2 1 2,151 G -'b '7- O (5.D1c1 (71401 30. 1.5 , c • 3 4 2. C > I-14. - ° o - 7 -(e, - D• C)24 0.253 37. Lk, 1. `�32 , c)%e, . 34.9 1.94=.1 1 (J-(1:, 1,-t, -o• G(o o, 24? 42,24 1.474- .e) . 32`b 1, $ 7 (0 1.1.: 12-2, $ - 1),I1(o 0,241 641,1) 1.421- .per .3b o 11512 � - I y - o, l I4 b.2S '.� to4 \'✓ 1 94 +•� I 1.3� 1 , o . 2.9 I _ 1.'750 - t i r i i i i 1 1 i i 1 i MBF, INC. 60 ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 US FCX:31r106 e•- C 2. VA:. Q g.ST S 6 C- Part.ar oK,) r )cR2'1i CA-tE c..K.. P a -1"T F 12 1.1 £-7Ne rte. Ckt cx, t.. I t.. r�1f0C "ro L O .7- CDSSi. -+- Co Ido - 7X •c ko,s�� )0 "C - X:7.8 x, o, Db`''rr��'1,'�� = 157. a"1(o ►�ol�c_ 1 L16 L -r 4, 120, C.-)I ') • 74,s2. L)uP 1 D/?4•62 z 1.467 e.4% / •S ‘94-‘ (206) 621 -2400 FAX 621 -2412 C FE: P .O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT n( 6.0 BY 01.- DATE ?12/9 D CLIENT JOB NO. PAGE P241. OF l 1. c c ).(.041.0 - o. v5 ► 000 �P►�L7 I ►JCS, Mme.= C.6.(440 XI = 1"7hcr 04!)(. vi I %-) = o, oce4c45 cA.) = o. cs7 o c�ac (pnX.3z)(, x -12.' _ X00 s t>1 '. '" 2,X04 Z- IO � - G. A G. l it.) 40 -6 o ► C no Ge). — 1 c.00) i (0)C SM) - 24-z-'- L) SO 5 - xLp e-eF Ef.µ"r Pt°j (206) 621 -2400 FAX 621 -2412 PROJECT CLIENT C.') - 4.„ MBF, INC. • CONSULTING ENGINEERS `� w .<4 (206)727 -9600 2505 SECOND AVENUE, SUITE 600 SEATTLE WASHINGTON 98121 FAX (206) 727 -9610 1, Ws-r ...�� 1� 2� U E7 � 1CC. S �, 16u1.."CS ► L) tupv�g G tEft12-. 4) FD R- I Z 2 1 8 o l ✓ T G 7S /v Fvg.. 6t) L,-z ST (LEG S N P.Xc L 7l z' (,2.53 - r FO'Io - n-2- i.,1 C).6;"7 G� E•.D D I TA-NIC e z d (..7 51aJ7 4 CL Ce. ( (Les Git» ) 7.� M III Sf' C-s P = 4C. boL.T $ Ic Otc ID►6 -t ►mss C.E en "- - f Arm 2S- I'1 -( vArI.,.ti ‘ C 01 S r � E R -� Dc )bL..oAS F IR-- Re Prc-r ► D► 3 -ro ANIs s zez 7 = - 7 -- )0"1 Los U 3 - fzo(.- = 1 ■, ems E EC Lea = al1.�' z O.3 le w nZ R-ou. O 7 L-r S k(d. — 0.271 )t L6E 1 4 it DES I & IJ Gco N.7 121ep 14 "I d o, (o a I 8� ; 232x3 l, G e m, o. ("T 4 212'7 3 40d) = 323Dx. I , (o2-x D.4,7 a 3SCcit 67116" 35.55 ►� -w (.5.2.11Ji- (2.57) 3 4.11 BY DATE -1 2J c r JOB NO.90 034 PAGE pig' OF CALL- SKE A4- ►rJ c -ts►oE &ou %J Ci i..Go -) = 72.0 ►n VI-1= (.36.6GA.14.) 2,1 w 7r2..c yhti tz d.og PROJECT ' OF do _ P BY Q t. " DATE CLIENT CA) ft-- JOB NO.9 6.03f n Fad V el? 9:70L- 41°1 D x f .S( x O,L7 r. 43 WbsL 1 d7 60 (.;-r soce, K 1.61) ?LO ? ` 5(rLs P .1) -- L 7 f> ' 1 1(. O )< 0.4, Tc. beer o3 1 n r7 X 0.40-? (Z•f:>� o£I,x) I o E, , Po/ 127 P --rtNh F� RAE Pfcr l ow a L.= C .8 )c . st)x.(c) - 22c) c C7 )C . Q L , N\ = 32) .SSIh -ic.. . 4 MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 1 �1 L � C l 1.��, °1 `±' ']2$� 327.4', I s 15 x, - 3 ( x + 3'2),? X = 32'?.4"�C9 X t Th. i454 v.) 4^').23 : l� 2.91 -= Co.4 2.q + C3 X2.3& �.. C°1> — 2 *cc -% 'LfC c. 41 ) + 4.93213 ,, 224- PE,r (1S 6E 0 ()11.7 h (_LoN SE2 T V E) 3 101 = '1 1 8(0 lb Le, PAGE < ,SS c v it- ( 727-9600 FAX (206) 727 -9610 OF 2C0 .�s = �.4::› 0 i., Z . r r IT l i PROJECT Ar- Cr 4 A D blZoc -Y BY p DATE 6-2/ 74 4O JOB NO: 7b. ()?j f PAGE OF CLIENT GIj-- 31V € 4 E 2 K 1 Id/ 4- 3 4c1 x t. h P.tJ G-4 4 I vecr PR& ,� &A-66 = 11 MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 4x -LIJ (206) 727 -9600 FAX (206) 727 -9610 1 • • rt .. , t! - (t) • PG (town -Now 3riZ r' b•47 F?br) tL. X81'4? tt V • Q'- D" 0 G. P-1,44 4;02 Ca 4 1 .o"aG• 4 , 4 oz. MAog• - rte - Lt. da 1l9 "_�• �1 TL66.111 t► 127" ■ cow. r, +Ta !" wre.r. 1 -G ",c o =11,4" ` � (t). pa, (caws - r k saU 4rr2'.t., so FT6r.) -J . 4.61" 1 34,'0" 0 G• Mf►X Q - U "O.C. hart *O. • -�� 1 A F ( 1=- G //�� � ;c� STf 14( 0 04 51°C tat z . n 1 7I _ '! I C f 1 •••• • • ' I. !4 -S 03 9 0 • •etUG 1'/ .I ;1 S c3 DC *ar_ - Ir1 • N1E4.1 coc.w grM 15 . p , ja. ,$1 . !4 . 0 i) : T h 1 . . fREB-.7.1.512. . Dous2 - X:INZ ► 2 E' 3 /z'•c :o"' bJG � u/ iJtl'P ' U" 'A. 3. i z c•Sot., • I8 C. • t3 z •I • 10 %z T • I - i 7 .1: LL • F"l in c.. C I,q2 • 247.17 247, - 11,5 ‘ 24'1°17 - (.01,3b - i 19.11 --1.075t - 3D.10 123.9 •13,15 -59 30:(47 -30.(41-61. 59.6g -15.34 15.'4 'ern, -2.°176E IS • 3e- - 15 -21:,2, 2. 0 279,92 - 271°x,92.. r r r r i i F l u MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT A /f,pG ,c� TEc) G2.oG.ER ( CLIENT C- I) BY DATE '7/5 J 90 JOB NO. Cep o34 PAGE eV OF 2. SPAN v vr-rt -- r D 1 S`f le -►orc:u I c.t.1 2.0 CASE 1 ir R.EL.w riv DP PP F, 2, Q. M C• O. M C+fSE 2- . I°I 2 -Oo 1.0 o.bG -13:33 13,33 '13.31 339 .3 4 1 Va. 4,6'7 -UM 7 t e9�7 24.1)S -8413 1,) 1°I.D 22 L9_ 225 Llrer 14.2)3 C carp 1, C. 412.55 412..G.5 29,14 29,`4 -29,94 14.9 - 14.97 19 (206)727 -9600 FAX (206) 727 -9610 la at 11 MBF, INC. • CONSULTING ENGINEERS (206)727-9600 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 FAX (206) 727 -9610 PROJECT pt.CCJ.- +G� Gsk -r,6O CLIENT GJVFt M I A , = (521- )!.. I,4) ; - 77q cl iCk -r -I.6 L 25?A FT P€I? 6HT j(.. c LQ) P Ac rIc' E A nL-c, PI LASTEg 1.► E-) plLR.sTEM CASE 22,5 1051n °h,Jb Lib , . o Lb 42► 4 20"1.01. 2c4.50 ,. \J Oak) P I LA ST6 (2. 4 - 1 LEFT of I c l . 2105,45143 coL,C$ P ► uo, S I4:4to Ol.O PkL -A-s1 R. f L A.L ( S1 S 29 ,°12. 2c:6.4 t..e• 529.41 G19,01 N36 v-) e t Lis - re .. & -4 e- I (.K oF- 1°r, 49 S, s 1 LA. BY [) DATE ", j3 4 )0 JOB NO. 4 )102:04- PAGE F/1 ` OF 22.5 •( ■■1..,`1°1 C 2:46 s 1 1 1 1 1 1 ►:4.? = — 2b9 wAP6 C c- 0.2A9* I + C ., �. 3 / ( , �1 _ z))(,©, ISa�'� CIA - 0,16 -4r t Fr 2 %.k. ►.k. M k = C - 0.1�')'`'x22c c# = IU. row < I ©I.q� PF.R f=71t PS c44.- E7 Reevc. I a>J c. e, M e. Oco 2, NEIPtD X41 PROJECT ASSoGl A CLIENT G' k) A MBF, INC, • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 z 1C�IJ PILASrE Q.. SVwb(1 -T IE4 - rb 6€ 3 •q'4} b y �t r vL W AL) (23.1do O.%ct LTLl.71• .r ► rzn.��" /� 1 **wT LOU : (�� F • (c9'T '1" • [) 6 Fr = 0.3 � 1 9 °1417 {., uuT at. 6 M (..% 6 Y,18)C1>, 1 St> = O S255cr. 141:71.44. ' .258 At, pt.- - 2.4`12 2R.001 C,3.411) laoc, PI S O z . 61.. 1.33'g�, ►5'�7,K� Cq.94b' ) L%v6 L,oAOS , y F L0. 7)+ %.o'l ')J4�-= v,4 .r Co.412 * ) I.4u. Co,1v4 ) O6► &►J = 12 c.\.= I1. t I I„r E. �1n = o ( 4. • r (q PAC )L .�.& ) - ► c*8 = b g-ez• 28. D T go = 2477'7` N/ C2,t>1(,4.2°127 = n .s 1 �� ec.‘ -t N _ (.4 )1:. 4 2"*'r w L X, 1.'Sb z 14!) l b 2,-r - d G-0_01-21yrer -+ 04n 18)0.0.(44.-6 - Io - T e , =a = 31.4b — r ot = 2.`.43 (206)727 -9600 FAX (206) 727 -9610 BY p L DATE -2m )iO JOB NO. 9I! 034 PAGE Pap OF �Ti ti e cal = 31.4.6 - " ,4.292 ) 22 .b2 y "1 1..Y e cal = 1.25 vk = das2; ti.zo 616 )1- .474;:ss", l E3{P MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT riS A.-('E p &R • BY DATE 7/s J 10 CLIENT G )fr JOB NO. 9 . 034. PAGE ) OF MU✓T 07E GOIJS1cEzC•0 f6R Swr Qcj 'r s O. 30c p (.1 b) Cl t% 1 } o,4x( ► sSL) Z 12.1000 1 - ( - Tv, _ L= 22. 1b SS� -1- C$S1 Y-12. = A . (c),0140. IL: X_ ii.: et ti6 _ 0.4331.1 ft4 o%2 2.w te2-) l r� ) Doa _0 19 s5 C51C, o4�a� CALL, Mw &lc PI t-1 S+4E1f - 1'., G. 141 < ts.4i ) 44 (206)727 -9600 FAX (206)727 -9610 c C54- Z fc ( ..EEC OS LO C14tll- ; .024-1e4 166W911.36• I`i tA. = (2474 -' )Lo.5 XS. el) * 11 4 < 7S . Pegisi r P Io vsE A- \.4. ►n New cover -11.1 PI LA S rn R K ► M 14x, L Lc P O x � 2 1. � 8.09 + (4.2°i12 kotc4='1 C .43f� X,11 SC. 1. W.: PROJECT f5 A `rED .62(20c-_-70>( BY 7- DATE l f,3 ),t, CLIENT CPV JOB NO. CID . 4 PAGE f OF w CD. ru°X ° I , ff, MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE. WASHINGTON 98121 * a1.4d- 1 56.431 2.1 •,54 ►157 t b (206)727 -9600 FAX (206)72'7 -9610 (4)(,... (.0.49c..C.1 )- CA4 ,1417. 14 + C 1,'St=4--1.3 Th. )( � U .4 D 'M'T a O. 3 1 ►! z )(,D, s Y.- 1 1 ,40). 3) - ,1 o?..l - " C 2 F 1 = o,■st )(.D.3D/J ,4c> ( 9.D?› r�IDnsc1) _ ©.°Izt.. 15.5• Z ` et } C. 4ci X..5,3s3)(..24,5Z1 >+ 3 !•40� 2 1 •/.3 Q. _ 2Sd1. ) - �2.I.SS4�C 258)+ C.2. .g)3) 14. (12.,4'55 !`b3� �r�Cb ;S� = 1141S I I .�:._ (13,B:19 16.150 11779' - " - MI Co- # '5s4 FRCt resd► = 0.72 4 ') o,ac>2 312.2" 1 = 71")r E , = 2900 4- 2 S = C o.(oc=►h'�- �G.c$81r1' ) = 1(.1.0c> 4 �I. = C.312Z� ���7�•��5�+ Cemic od ∎61,ob) s I+- 0.°102 r rte• PROJECT A J oC t A-r n CLIENT c st.b) 1 4. Co,,U) (.3 4,0141L12v Gm = 1 .0 cc 17 1.0 ►.107 1 _ 4co•2L C 1 ° 0 ) ( . / 2 1 , .1 iZ . 46.210 .. , ,161 M_ _ 11 ► = 0.286. CIc.�,18� p51, C1t��L1 �>C. ►a� U 'Z... L Art f."12 ✓ c* 3'" � 7 elk FAO FOOT 10 (a O>✓ I C-) ASSL? Pi►oIJS 1) PESI6,3 C- Dt•'f:›I11)ctD Fco'TIt.1 1 Tk1 1 C.vw rM>`1S 2) ( Pccrr1ftU vk)oCte- QC.1S T'IX16, et L.44sTc42... D MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 tmPr Ic0 CiFt L.C.uugTlo tJ S BY tj - DATE 7/ 5/50 JOB NO. '%. . PAGE P33 OF 0.c .)G 17779' = (2,4Pra.");.1(-.);_ ) - 1-0.1O0 ).io.(rto ` 1DR 1 1.1°1 o t- = R1-14,L.1 0.. la (206) 727 -9600 FAX (206) 727 -9610 PROJECT A -rE, D GP.ADC -g-Y CLIENT GIJA BY 1,1.0 DATE .715)9C) JOB NO. g0 PAGE OF COLL) mr.1 I JJJp MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 LA- ` 171.,= 14.61+ aiSx \,335X,3b 4 32AP.I G) + CS. 11.4,7p,. Lola ) - 2:, Y- L ... I..... L., l...::. C 2.? ' -- (o.t.:6-1 Xo 47 = 2.c000 c.c>Lo► -11.12 0L= 1l, 1 ° ) . + iO. '.L.►11 = 3 0 . Q-4 -t- . 1 -.50 u4 9. ftxDTT L C> "4:7‘ GLA + 6L» L . C 1 .6CE) ©. �5� -�- C.Aft3 + Foo I.I Co. Y2-0)+ (D... ,.ISt ) Q . I C) l.�t... IA- AU.• L %A0 ©t3 FWf r = 3.1 tfl7 o� 0.4731.1.. - 112.%! cot-1610S 0 1(.0. . LJ 10� (206) -9600 FAX (206) 727 -9610 F 1 0O `( 'TV'T LD = a c - - z.(4)r� +. 3d. 24 2. (0 (1,V +- . - J X,o. Pr y - t C4. (4,, Xr 3.G.A.0 ' T) . IS3, C:4- Y k = (.‘.3 8 0 ) + (16161 4- (72. ° d;X3. s� 315.29 V .,. \- 6 , 3 . L V\ = C' I , 500 , + 0�..S )(Win 13� _ I y (.1(.9-C4 3 457.33 F.-ek Ca. x h aSEL. 4t6 U' � ) 457,33 rr4 ' .,52 '6 _ -4vI1 +-11 9°7 = b-bL' + ''° 5$ . 6G .9 Ton 1a LciL c )r' LL 3 p L 7t 4- '49 QS .S.1%. =arrb -''V mss' I - .2.9r 1 X-"eliii 3n9dc - nti , gal = nd 5%1,9 : ( (- 4c &-'91 , ) = Sk - a cn '1�atLcLL -4 - (9 'd7(5z -c ° x 4) a °v I ' (grx .co -+ (Q'cV)( $ t) C) L 390 -215 L,6,1e4' a,b 1%.,<3(-7, L*•••J J r „.aL'Sb = `ate - (? X°'° + (<1 ' c7) M 4 (9 i 'O X , Llt'Q X 411,47) 0 11( ) 9wc9kj e 9c4 U- 39 ,i7 F 9 lin 4: Zcaz • v = (1.1*..a14=X:7' 0-)(7-0 7 rn � S c y � .,�`3b =( 79 azt c7. 0 7J3HJ m 4:49' -.:4 ` � b'o . <Si C7)(Q vs'1 wg lin VP.* - ia)sLc JO 9 :1 SOVd Siva 0L96 0902) )(VA 0096 (906 +€0 'ON eor AS '9 1v 11(7=7. c4N7 j -9 c19 ■ S 34 12186 N0J.SNIHSVM'31LLV3S t dj 009 31nS '3f1N3AV 1N003S 9092 S?J33NI9N3 JNIL1f1SN00 • '0NI '38W N 1N3I10 ) r7Q 9J Q'3s.1d 1'.i f7 1OarOIId 1 1 i 1 i i i i i CLIENT G4...)Pt 11 kW, INC. • CONSULTING ENGINEERS Q 2505 SECOND AVENUE, SUITE 600 ��� SEATTLE, WASHINGTON 98121 PROJECT A j f j C c R O Geoc Q, Fc c rn Ii( 1$2-bx, 5--� i 4J (03.2S t- -1- C.1 g)Cg 10.1 4 i t ) + C G. g) a I S 1 ,12 M1 = (2,LX:k. 03,2 ) 4- (3. b 32,4 = 1 ° 1g,3C, G = 4.& I s C1$.o a(. 4s.6J 7 t„SFr 4- 12 •1 fi b..,_ 1. ,1 + 099 .!'D 4 ,. 2 .2910 CAt3 )(2>) 76b (206) -9600 FAX (206) 727 -9610 BY D DATE JOB NO. 90.034. PAGE P34dOF Pti -1 F t S TO6 jo yo,r. O S AT P Rc) Tin. (4, PROJECT �1 i A rtD CLIENT c opt r✓-1 "TIt.1& 'L°, f; 1- t 4 1 x x.l -- o, - r �r,�� 1 DL= (4)(,4 ,1G) - C,2�L4X0,61- SY-0.IG)1 (.2)(-4,(,D.41 i)(A D‘t`? C,1,4.vL 2 v .c ' {F MBF, INC. • CONSUL11NG ENGINEERS (206)727 -9600 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 FAX (206)727 -9610 BY DLL DATE 7 /4 /g() JOB NO. yp PAGE 937 OF k. I ` I I C.4�.�9 )(2c> > t (;'1.233 X�x, to) - (l„le- = = - 4,05 12 * = 2.4 ele w tt'Zt 17, V . 2 ,13°co 40, tbc>O 1 Mu = C 4 19 2 "1.4 2.4i1 ( 1 _ b Z- 2 rte_ _ (1 -� _ 0.1G 22 A) 0. ►b°I c c.la; (_b./Y-S.C>)L2- 4- X1S.0) P ,16c° . o.a› '2)4 S= co YC24)C1Gs , 3,141" • USG 4-: • - mf 3, '6 1 h rbVc.". 34 %lam . = I'7, 32 \k 5 I _ _ 41:1 _ 2p.2I cv- - ( 22h J5S:>) lb. 12In 0, SS 20. p MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 r L. Foo 1J6 PS , S164 4 GKEC.IC prM (=A-IS A- 2 V � " ` Z ri , t Y4,1.'2i ) = 2).61 IS.(.1 2J3ctx) )C o.bs t000 use n -) x.) - ) 1 c\ = 12 3 I 1 � � Ilk,= C.2. 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BOX 4010 • SEATTLE, WAS OOP — 4 4 4 4 O RES INGTON 98104 Z j r6i HO �? 3 tog 1 44T 1 Fn � 22 (206) 621 -2400 FAX 621 -2412 &CUMIN& WI MN I""` 1St _ Fain u dOzrelis QL 9j( PROJECT ASS QU &` C) CLIENT Gti )f[ � MBF, INC. • CONSULTING ENGINEERS t 0 SEATTLE, WASHINGTON 98121 2505 SECOND AVENUE, SUITE 600 BY Ql DATE '714190 JOB NO.9QO34 PAGEr4O OF q r .9 r L (206) 727 -9600 FAX (206) 727 -9610 HIRT MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.0, BOX 4010 • SEATTLE, WASHINGTON 98104 e - 19 X2 .L. (206) 621 -2400 FAX 621 -2412 r r IJT 3IF D MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A - (E,i7 E E BY DATE 7/4/'90 CLIENT JOB NO. cw),Q34.• PAGE PGle,OF 4371 n '3C4v7a L IP 0 LL r cz4 d v-6 (206) 621 -2400 FAX 621 -2412 MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT a:1 % 6Q GE-Cr-Ea/ BY dot_ CLIENT ctipt FUR- 1,11•1 2 b 16t.- REJL - rsl c'c CU.V071.46)- X1. 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PAGE V■•C• 1.5ob (03,25a ) ��C g $ � .13-1. r4� :. __ I y 1 _ x ,D)3 ' ..... 4 , 124, ''T 9_ - _ .t...03-7,34 ":13.Scr 4 2 44, U :7' ) 45 - 7.33 fT (206) 727 -9600 FAX (206) 727 -9610 OF c.I l... C I .6o1)(..„o C + Fop Co .12i.)) -+- .D, .1 ©,SS B 115412- P.. . 1 00 24-+ 2.cp 4- ILL-ho. �= 153, .D 4- (72.ot)X,.S) s 396.2 F )JIP MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT (t 6 C--1 PI' - SC7 CLIENT � J A ax, pemovM#t e ( $ PE S ( ) .&'TP t° Fccrr ItJ C, - (-• FuLT d,,g , L.I.. 4-7. 40 4147 C + pL.1 T 6 C r��►�L.� _(> I (o 1 3037 y , I l -x.2c b) + c. 0.(o3d x 2c) c Ic ) T R J. ,a'? x- 45.94 2 .6. 1 , I C• X�.b.� 4- Lc. '?.�:'�`!'X2,;xit.) p-ea-r-elzeoir T 4.01 r- TIrJ a 6 Go x. t.. Pot:T 10( . % �`� - l.• )C.1,333 O. IS I t,y2 Cat. �C, o, 1Od a 4 ' 4.C4A. lb e. (. 4- Lam`'+ 2 .4`) gm (.►.5DY2.t�)(...1 % 0.4 141 N 0. (..3' -rPc. 45r 0 IS) ;o.I2 / 1 " L.1. [,2.ti�(�.IUb'ec) o.2o6. LL. sl ur' Ge_c BY c ( . DATE "7/41/4> JOB NO. "6).034 PAGE t , OF • Lit_ PL I �S 4 WX4 6. &2sXA. -1- 10.52) - --� . 2 40 1F Au- ot.of\ LE ezE,otg- z't.16 = I,S(a c. Ago4Du 43•x' - r ->( O FocsTI rJ6 4 5e5 3.t1 I _ �.33 + 1.►C> _- 1.51 -adiefigtii-L ` 9s �l7 141. l.00 €7'' A , R.eQ I O _ 4 ° l 6F u6S 1 x'7 Foc r I^.1(► (206) 727 -9600 FAX (206) 777 -9610 f f ) 3{ ) DATE '7/?, /90 . CLIENT — fl CD L. a POV L c .? JOB NO. ° 0.034. PAGE jtbF PROJECT A SG' C Air r G LOG Q- ( • BY Sal . -. ( •TI Iota 18► - b?{, 81-c› (.23.2'S 4- °1)Lt> �o,r �� + 0 :Pr 181,1 G : 4,C>' I C ► .,•' i a. • � % 7 ��FT 4- 6. •1 1 1 SO 4.6) s 2.29(0 14-6 (.►'3 ' 76b cam) - rN, t S T06 .p1/4. Ak Ja) V S>✓ 4 . 7 . P (206) 727 -9600 FAX (206) 727 -9610 PROJECT A�L I skiED CLIENT C., OA cvL temp ./At_ BY .DLq_ DATE 7/ 4/ 9c> JOB NO. b,(3¢ PAG OF , le 4 x.4 1 -c>. >c - r10& o\-= ( �1 YC,D.1G' 4- Y....4-Xo IS) + (..datitt=g1=hfie=64- = > r)C,, t-) eZPrl C.1,4VL + 1. Lt.) 471 C. 1 ..-t- 1 1 : C511a4IM x(2 0) 1.233 ' X.2t> Y. I o ) - 16g- as =C7 74 2•(00 223 17, cl 4 t, 141 s� t 'cr1c ' (oPOCS.c 2- O. C D.00855 40 p .00'bS5 3. I " 3.16 I h Ax55. Tb(J 1% ove t6& V c. i 2f3ccc, C.4 1S.SC) 1000 423% I- tbva 1 v s - _ 40. =- 0 . MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, CI IITI= 600 LF SEATTLE, WASHINGTON 98121 3.eo s f (206) 727 -9600 FAX (206) 727 -9610 pgi 4,74-(2. 41.3» 15. (.4A0114-.144402. 4 _ 2. 24" c1= 1 - 12- Is -d.S= IS.'Sb 40.-5 ebVc.,• 34. ' - _ 1 32 r v — _ &.2ZI „14.,400.x,G. _ i n 91e y to.e5 1 9.6,3 H3F MBF. INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE, WASHINGTON 98121 PROJECT F �L. CX�{ X1 U tG ► dC.F12-r BY DATE '7) 41 (v c- JOB NO. 90 0 34 PAO / OF CLIENT c, f1/4..) I�t Fno - rl) b cwt s164 61( 1 P&p Qe,-r + (1 + 16):16 LIEU= Io / 4 ° taT 1 ' 2.Z0 Fr .1 G1- IF�C.1C. 1ZD AM rvk-t�flr� 0.,24C5 X.71,C> 2.61 0.s I voo )St✓ Fob -, ' ) x� K. 1 Mk,= (.2,20 x.2, > = 4c,. 2 Az 12 3 I -1 11 (206) 727 -9600 FAX (206)727 -9610 y, �� .ti b.b3°1 w= o,c�41 e- 04. 0(. - b.o02c>S $. ` .: 0.00273 3 A-54o.c 0 1C, )C., &) 1.4)4 S4Ta G,DDit::,X...a4- n..) L I, SA K - a - S x G. -� -e t•u FfloT ► L Y L g - 6`l zosfecrfoo use G t9 ILW. p - rem? tc .71JF PROJECT. CLIENT a/. s n ,o r pc - re° MBF, INC. ENGINEERING DESIGN OF STRU RES P.O, BOX 4010 • SEATTLE, WASHINGTON 98104 0- BY DATE '714.1 C:o (206) 621 -2400 FAX 621 -2412 PROJECT ASS OU frreo 6e c, CLIENT C„t)t r C4X., Q.ENIc"W ., mill111 • Jai MilT,311p) MBF, INC. • CONSULTING ENGINEERS 2505 SECOND AVENUE, SUITE 600 SEATTLE WASHINGTON 98121 . M 91 1 o; BY JOB NO. go 034 PAGE 7 2 si (206) 727 -9600 FAX (206) 727 -9610 DATE '7 Piz 90 OF G,. E NGINEERING DESIGN OF STRUCTURES. INC. ENGINEERING P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A TF.D CLIENT ea) fr- NeRi O BY a, DATE -7 JOB NO. g(' 034. PAGE' OF (206) 621 -2400 FAX 621 -2412 9 v I: is MBF, INC. l ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 .• SEATTLE, WASHINGTON 98104 PROJECT —rE,3:7 6, el BY DATE - 2490 CLIENT c,t,..)fi JOB NO. °1b,D34.. PAGE IOF rj ^19 v7w'.1._ QO Irtt 7. (206) 621 -2400 FAX 621 -2412 p44 2 0 7 S4 A -I1 _ i 4 -11 _ �f,. 4 it .lt :. 4 11 1 ,!� 411 4 -11 iii N ARBRAB PPIE B MW 5 Log 75 84 5 tc3.?.S' 1► 121 "� 22:S 11.163 2S.SD 4T •0 11 O 1'1 11 -00 13 l 14o 2 4 11.2 I l I.11 t . s f ` 1� 1 • 0 m 1$I.5 4cuz 20sg 214.5 223.5 0 r m z V 0 z 0 D D m m O -- c=) PROJECT A. C.42-(X. � 1 BY Q DATE -) p)1 Q CLIENT C JOB NO. `iao34 PAGE,510ZOF vier/166g- � Cij (101- PE COL. . C-(o V ■■... .,.► MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 l IQ, (-}s a2.4 Sxx= 1046In E =3►2Z �� da l X ►) 11 '12 rl 11 zxx:Cso X4A . cc- �( :) + X.2) 12 12 420 - 1561 r4 X-11 b) + C i z 12 12 825' �l�)2 (206) 621 -2400 FAX 621 -2412 = 4.6511 I c= 2l✓ -% 122 - Ac 2,5►n tx (.141- 1n E= S)V? 2 = 312Z� hZ PROJECT A f(r€ 6 e_ 0G�12 BY p(, DATE 7! /0/ g(� JOB NO. WO 54 PAGE OF CLIENT 6,4).R. CO L. C lb 4 ," n GpL C10 ENGINEERING EERI ENGINEERING DESIGNOF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 4-1" I = �.i 1' 2 - 4°+ 11 la W , R7 -7061" 1- ( i� '' .,.� 12 Ixs = (.4: ')3 + GSg,XL x35' j 2 12 II 11 '� +(,I_ _(03 $444,1: l2 IZ x_ ") .L05 (206) 621 -2400 FAX 621 -2412 SZg, 113 t► 1 t3 xr - &S• 6?2.) .s (f4,16), A 344, , &3'Z 12 12 ►� n 3 : 1I I HIRT PROJECT ,jsoG /14 61-VG-Eg-y CLIENT GAl»- MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 G4 G ?� GZr/ CaV GSA G3v G3 GZ G2t/ G3 G3 CC= v C2 GZL/ C7 L' C.3 CCo I✓ CZ �s (' G3 CZ L" G2 DATE ,/ g 0 JOB NO.90.034 PAGES OF (206) 621 -2400 FAX 621 -2412 PROJECT Arfj } CLIENT (-N - MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 BY O_- JOB NG,034) o- Parr I M o06 ue., I rnLr (206) 621 -2400 FAX 621 -2412 DATE '�� / PAG33 > .(.41010F J V4 f- � 125,' ZZ MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT p % ("6 i tk i EO (� CLIENT C. )f r A1/4- E \'TN PLE QS 'LE r (206) 621 -2400 FAX 621 -2412 BY CA p.. DATE 7/ I t / %o JOB NO.C1O O - PAGESW 5OF °P Ir 0 o • N • MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 CLIENT G\D'It\ MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT %-k TS 1 1 jet_Prr1v6 s of wt°L, �E� rr► �r th C -1L7 £� hcfr) (3,`33 C2 CT-1 (0.$33 1 9.SS3 22.. (CCU "7. f3.- G A0(.7 2.44 G N EC,IL W Fvu.- 7 Fes- 6446 V 34 C. L x Ib ► , LO)/ I DC() BY D( DATE'? f 1 )9[) JOB NO. 9 () , x'5- PAGE57OF i(DC:). 0.02 I. DO L. aNc. _ c (o0) loco c2_.%"=. G3.'7 64lc. / -3- ?v ).?›"7" (206) 621 -2400 FAX 621 -2412 I I '� +I , u ss r� IJ R-E I �F s C . od25)(,� 12 = o. I t:›►r✓FT ri *40_42 P(Lc.../ I Loco _ Pn= 0.002S .- ca5 2.5 HIRT CLIENT Gk) (fit nog_ p.c:c 2.t' MBF, INC. ENGINEERING DESIGNOF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT P I pi - r8 0 C7 e_oc -S >( (11 )C. 1 . d h ;=. ©.QC) n = 0 . 0 2.5 sE ( 4 1 c . . 5 I , 4 ° l ph = oDoe2.5 e = 0 .cC2.s" BY OLD' DATE 7) v9 C, JOB NO. 9 D.0 PAGE6LU OF (206) 621 -2400 FAX 621 -2412 1,, .noDY,12,'17.92H,= 172.1)3 �c, = CD.c.a)(.2.) Le.:x.1l2,t.)W1vac:› 4 SA- 331 lY r� I L) I �t•� F e - t -� - 4 12 PR-cui.PF...G7 ow-- Co = D.002s - O .S 2.5 - 13. /)SS 0.cor25 - O.cac�S) = d D025! 17.g2b ca =<.§), 7)X.12(` 4 (p.Lp)C. ,I �o [� � L ¶44d / ► DOD = -\lG = 1$.'2 (Q. &.) X-1 I2) = 2.1 1. (-)C. 2) J Uo C )(211.2.0)/ I aob - 83, 2g ebV = 1,1 Z HIRT' MBF, INC. ENGINEERING DESIGNOF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT A.CG. S O -t pc--r,S0 47 e+V[ `. CLIENT G/,_) �} \t&= C1 .4 1 D1( - .3i = l0 -SD A' (� ,Lop) 2.f C 1 Y Ph p,Oc>25 F 0,Oo25 �c6r'► � rJ'f � (206) 621 -2400 FAX 621 -2412 BY b Le DATE 7/ I /' D JOB NO. 9 D.D PAGE‘6(LM OF a= (o. �.Y. $53 y..t2) Dva = 2.41.L."2: �S. 20 �.�.� 14. t.6 GI . 4 ())( 5,6$) z GIL.% c -- e..o. o4CS , (.0C 12) , s4. 4 1) c>V L- Lc), iooi f O � x S'i : 4-b 21.44 o,0o2s 7 c ao2s P GA 0S -. Sr♦► ►C.. r1t c t -) T S *Lc l o .. 14.1 Fr LA. S SOT ft IA L.- Lp M ot-1 ,lv1' MON►Eor X. . 4 c� 6 A* e- - roe OP CP L. C (D 4,45 ± 34 S°1 214, -k. 244.: ± I S(. "-s -k. HIREF PROJECT l�E K� � f -rEs7 6 BY ID DATE 7/ (I/ 90 JOB NO. 90.c PAGE4LIMOOF CLIENT GoPr Fr- -141vi eL eia) 7 1 11- 4- 1- 1. %5.0P1 m 0 4 D.Dcb 1 1.48113-k• - r6 t- 1L7t-► E )1 � 3.1 to t r MBF, INC. ENGINEERING DESIGNOF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 r p' = ? Ss=. 6.00273 o 2!141' ate_ AT &KA. k TOP 241 .10 -w . x 1.4 r _ 34 °I 1►v -►�- 12Xo.$) 417 11.2ZZ) + 48SX1(.. •0 = ��} � I t•'1 i� C✓ s, � Q �hZ P � �-' 4.,Q � W z Cd.o0273 40 O.6273 (206) 621 -2400 FAX 621 -2412 t-1 ct 1 oladi-)% i 1) 14-i- i MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 BY E)L - DATE 7/ I t/'' JOB NO. ' 054-. ` PAGE 5,,ori OF PROJECT oc— r w C eoc x,012. 1 • CLIENT CO F} suer- ieo-r S' , 2. rcNo . 4 6 z1■)sr6cr g * J (206) 621 -2400 FAX 621 -2412 r f r prinspor MFBIF PROJECT p c,(� I W - 1 O BY DATE 7/ (t // C) JOB NO C:)0. 034. PAGE 5(,0/2„OF CLIENT COPT' MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 Gletc_LL ,W c PA -L1?`/ '4 SEA ti1T 3 4 - ` c?› rr► I iJ = 3,1( ' v G9- A,CE 4c 3 _ s&) p =s = 31(0 h = 0.00 e).9 3 w = 6,42 Cs C.U.a c� , ts ti , 11D(a t -' 1 = 6Q.1106)(..o. 1./a 04.,6d (023" �� -w ) 221 1 n -k- Al -roe op c.ot_.or-114 = o b &L = (o.. c 14.4-D n LQ _ #. b? 1 '44- c 1 CS I - *40- I2S"<- Nar u5E 1- )OQ 1 CdP�. 11.3 L >& (206) 621 -2400 FAX 621 -2412 P -.. 0.?0.,ht z 0.00035 w = (a y,..3.. :.Coao3SX. Imo, (� � n.l..4t ‘ . 4 0.. ob353 M1.. ( o3S� �Lo 1 .3`.,62 Y,a144U� >2 S(o 101 -�-, 2 1b 11,- - e c bat 014-, PROJECT A &SCCA -re D (Ir.( CLIENT G,3 Pr JOB NO.q a O & - PAGE 4LQ OF co L ' ,sc,fr �T S � .A = 4 -# 3.11. I hI- 5 - 4{7 `� i h�- c. = 3 y i h�- GQ = 4 e= 3 ► to � . _ d .CDC 101 c,.1)(44') )44)4414. OSS 1-4 P = par> Do044X42 : x. 0044.3 M u 5 bc`z, 1 Mme= .0o443X.0. ` \ 4`1S .2a ► i 4s 2 IJ . b4 k- > � I -w Cal. �✓ 1EiJ L .- & ■, 05 a -4 01. ' cc, vA1 � �' 4t•, P - S ‘7 1 2 0 • 2. � • �,,(- c4z 3444 , D� 6. 474 cv� ( 7. 0 . Co O4 0. (x32 LA. = t�. l��2 M I~ , 6.61 - 2� C 3.0)0 b)6,3,44 I (2) 1 1. )0 1 z 6evrele►.)T (o da. TOP OF- GDL- L)5 \- 4 0 ,201 MBF, INC, ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 0 .bo044 (206) 621 -2400 FAX 621 -2412 "7 BY t j - DATE 7/ 9 Q M = 44(• . D. °)Y3.t '.,tikes x. � 45S 10-4k- 9 O. & ilLo = (.`b )C_014•.a) = 7 S.e 2 r; II b,Q,= .2)`(.02,) = 54.4D 6.004=13 : k C,t, ")($4.4) 00c‘A M 2 0-k > HIRT p,, A t'1 Lit MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT pi foc11t" rE.0__[ C1C�E&ZY CLIENT e.,04:1 JOB NO. 0,0,c)34- PAGE )40F �SNI IG SREAR- I r- i.d CALL. S Eksr -1tC. D6A0 ' "J C -{T a-o Reo C223.s X.2`e?,c >y_b.C..o. 0?.* NEW gor> F (76.o X223 s )C.o.S Co. o ` ran WW�ru.. P Pu.1�L' (tic?›,s()Xo, \EoX ,I5) cc? 12 -1 �/ = IG �l �'0.3D , r=1.0 (2.w 3c t .c 1-77) 13'7(0.1 = 03g2 L1 St-1E1 �t 1 bl aa/223, ;= o. 02 I<r c1� 6Lto 03(2 R-ES tS-rA. LX oepa w PO UU .,, IS R� oE+� �>to C37. 33 �C.2? .S e) ) � X, (2.0 , ■5 use ,A.- o.3s Fox- •«.-r Cl'It &--r c SG F ,AA-0 (.0.40 X. 834.5g as✓: 6b3 r" , v B CREC.e. ohrC Q- ro QIJ 11 BY moviEJOT = CS Pr C. aveI rtheN) t . DATE 7 r~ (3p, ��-• br.,_ llog. (0k 639, (o (33 - 7,l.,i (206) 621 -2400 FAX 621 -2412 1 / c)0 Mffg 3IF O. SS tcap64 wrie. MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT PtSSbGI R - r EJr'� C�FZVGE�- BY DATE 7/1 /g0 JOB NO. Q34- PAGE �F CLIENT GNif gES 1 s r113( M c›N'LEt..1T C S3q, s, 1S = ° 15, 21.4.44r -r_K.. FAC Tt4. dF Sf £'T"•( - 1�j + Zi L 4 T-k• 49 C HE GK. GA4E, RR- Lc. v`..,) ez,E k1 PANSL. `.Z. /223.5 = CD. $23� X t 1 V .152, ),I(o )pr) 42. 4'2.. b2 Av. CO.(d:5)C = 1. 4D r ■= 7 #4- Fog.. •=r..) = 1 ,lz)°1 1.G C I w *L4.> pr 4(.G.12,0 Pro c= 111.-'S Pr K2- (21 ,sg .9\ _ co.7 2. 1 K.SF In , ) C ( L ( -r -4..Y) 11 isrr) ` '2. , ,14SF s 4cos bcor-1 01* 1,4 6 £ ( 721 t 2,34.32 c 1,064'>41 7L M 1 t.1 C o m ? O.4 D i- 14 = Ca .72-1 -- 2.34: (206) 621 -2400 FAX 621 -2412 MBF, INC. J + "OS ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 • PROJECT FA / fit A17 7 („P BY QI.Z DATE 7/ J9v CLIENT GkiA R>2- Ni A X. I t' 1L) C r P fz .SG1 C>1 o IJ FOOTI t X C 1 v.).chu- P _ C$&A , 1,4' ID. 4S( 1/■ _ _ (1 .4 FT -IY 11 17)S) = fr 4(S 1T4 mPP)( C v P = I D . 4'SL yid' - # .34s ' - _ i2, oc i I4/- c c> MP= tc�.4� ^' '— 2.34E S..1 11 `>'er N4A-X . 06, U.D UV Aal,S (2 , i 0 .4.c5;4 2,DF r ) 2. c)> L-A 1.33 JOB NO. 0 /(:), 034 PAG1 9,A4OF 2 �2$r�.yar /22L>in -cam +1 V-oc>T I C 6.34 )C,o,SY..13.5533 , IS) = .4 NP( G& 'P =(J.5S1`;- t- c c N1' _ C1.551 1.457 4,4a7 4►� FT 4•yrr- 0 44 6 1 Del 60:60 Fp(L •Ap of 4 u u I FoQM MoMcj 1K1C: 1,44 roc - cu(2.426NIT DES �Y SNSI ec, sc6 11% Fs x 1'7 522 4.11 err (206) 621 -2400 FAX 621 -2412 1r oL)T c).F. PL.d4IL) 4b S P — FQ tC.T►ot) MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 PROJECT i1 o G 1.Pt GP-cc-GPI BY O Ls DATE - 2/ I 1C) CLIENT G (J 14 JOB NO. 9D -o PAGE V k.. = (L4x4.6641,o .02S) = d GC: z Av4 C4 D)C.C=.. - O CA. c 2 C PEK)1 L Fe = S Cr 13 = 6p.3T) * )C.1,C> ■ LZxt . ).1 „ g16' ) \ J .3c2, 141 Fog- � Pmt- �'El.. _ CQ 3o.):7) p 221 P' G14 tJ? I L. V€R IJ 1 6'T NC ..S cc> t� r 1C 7o Pi C € = S 4. �2. V L.l,= 3.4D)(,p.02g>'FitY4.(o(4,1 � .. 0,3'S 0.351 Fr -w-12 ■•/r-r) 5.4> 144 = . 14G Co.9 thrr, )C..12! X o. Dot o°■ .I5 II . L t7C .S CI )C, /12 coo A s -CC 1 t ' 1C 1 2' X.�) = o. rr 6.0ob I� ? Tpr �✓ ?_et 0 - 0 I h /F'T A S r k m , tiro = Dew) b:tig ANY I o VC.s 1'J To9, S 1 o►J T►) is LESS -- rufft..1 f'►A --r Ogstc),Jc Co. 3S1x...3"7 /'Z = (. 44 CO .� )(d L6, E Tog-Soo 8.94 F u - r 6 -+ (206) 621 -2400 FAX 621 -2412 PROJECT Q 0 ( _E (L • BY 7L DATE 7/ I ( /10 CLIENT G0? - JOB NO. 9O. C1, PAGE GWJ DF 'I - 0 7 \ CA L 2 t CNC ObC>Q.UAW 13E001 L RDpF- uc,olo MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 �'y Z DL = C2D.2.C.o.o2ca� 51.14) ∎ .7) )C23 , c��� ©I )Ci •b l. 00 - r L - 1 - 1:)-r Pc L u L, LO = 2.42,5 + o.S(c7i. dL. 1 S.41 1.yam � 1) 2 ig'�'Y\Qz,�(;/v - $46 = �°rD.4gj �C �2 ���� D bDO 22 w = 000062. Q� Xbx c, X12 = t C).(X)006 , ,1 < ©. c c 9-TEE (..1.3C1--(.6) 100 () I6 °7 < 743b o� usE I-1 I Oil-10 rn, 1-c.O21t-- T', Vt12T STEEL (206) 621 -2400 FAX 621 -2412 Pk5 =62. , 0, 13 f 4,t3 4V - Pee >4 _ -7 4 - .30 2 r MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 PROJECT PtSSOGI � c 4 e"( BY DATE 7/ l 1l' CLIENT ..) JOB NO.ek). ( .. 4-. PA(31(4) f1 OF I) of'6 & I s - ro ISE c u-T I 2.) sI %e of aloe N,Nbs 3 1 M PI trJ6 SEGTIc ) 5a S. 4) '�-&E C -� i✓1�- AK3 Ia- k..■(515 a,V H6--S \c21FIE0 - r14€' MA- 1 A►Jo p�al bL) FDC- - t S r211€=v G 14u. Cy'rke e !'-G Pr L6 - 1 ci> Vc.. c IArtom, (r>v r-'t ►J'C 1 S I SIJ► F► C.4411\31/ P rA-61 `7 .) Y�E F I.F.C.�I o►J C>F THt 6 I fl � wPt c.�. 11T & I !✓ 1 ra_ . d UNCI✓R -.. GF>ps seTsr') I L LofheOS - l,I OC• It �S wfJL�E� N0 gy p, T I-l'E r!LE Pr.)e-E 1 I .S eak. S o s fe&2 I o►J H -01"n- of C.R-1c II EH HTRIF' MBF, INC. ENGINEERING DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 PROJECT A ss nc.. tp1 -- ('E Q L - � 2 C'X_E14.--( BY 0 DATE -7/4 I'.l�'D G' /� CLIENT � JOB NO. �Q 034.- PAGE 4cJ2F SEISM • C- - CO &.,64,15 LA3PrtLLL 12 . (- Cam, l.R e - E..1 M t C7FA•0 WEB 6mT © P fZc P L2 ..o(9-4S ,SXGC o,) O.c>21� NEkI 12 LN�:Ido`� 1_245.5 XA.S O.02 ) Pfl r - E t , ( t ,rrLo.SI] XIS $.S33Y2 CP s S 6■EPtR- F seES1 STiAv )c-E Tb`TA.L D l.r ti - t = Co. 3t., 1,61/ C 1239 , SS f = o.tan 4�Fr' Ifkf. ' Ut- . l��r`1E,' Ca IS c»- <=NEAe..I.1AU..r DCAO L0, 60 AU. = C.37.5cv 1_d.S �zA5,Sx,o,I5) ' � Loci of c "4- C40 ,s .24s c i2p*An % 1 S Foo - V %t• C 2.c> Xo.(71 Z4SS .‘5) = 49 , t c.` - ro - PL. 40 = = 6240)C.. = 3 F.S 3 - 7S ,S /1'?0, 44 = 220 V, So -- M o = (s &, thc. 44- : cow -,.. w H PRIF MBF, INC. ENGINEERING. DESIGN OF STRUCTURES P.O. BOX 4010 • SEATTLE, WASHINGTON 98104 (206) 621 -2400 FAX 621 -2412 BY viz- DATE -7/ 1 `7 E) CLIENT GIJer JOB NO. 90, t34- PAGES4A OF PROJECT f& G a p QD C R- 1 QE� 1 ST I t�.1C� MoriENT. 0122715 Pr )(, ° 13 ° v. 43 ) = I \ 14112 -F- - r-&4- ¶. S. _ (11 Soa12 p G.s(DS rJr-�. = l > I • SCE C4EGL, c > orJE cr r• F.eET kie54.1 PAR t-AS V = ,j1 - L©.c.. -. 7 , 5 (> ) �- Z 3b.4� z Avg �,4LYih'r- �.CS.0 ) A , he : 1 :711 n = 9- 21- 1EC.1r - % L3A cz) -1- 1.4 ._.. 1. = Co.SFr/2AS.S 6,11.,S14- Fr C. = 24S.Ser 12 ., 12 S = s c' — s co.SJC.24s5p, 1?...r L 12z, er OP\ DL (0. °13•.4 a M4S9 1,46 C,1.4c `SCS L4 — g10 FT 2.. r t $44.S5_ + oe. S 122.15FtZ So23r 1 h.) S 100 Z t.) v}ALA_. COEC Oi - VIA $ orn Gomf P-E 6E c .) PST F= Tl ca Au- n.: S.6 vt 0. 4)CW :). 43' =. 1'-zJ 1 ?j. ISt) M = 91 0 frT- i.. . 1$1.5301t c1 1 O7 f-r 0- 12, /., >rrt (40e. $. er G, mZ KTEF PROJECT C.-7 DC-4 CLIENT CK)ii RUC e 12 -0 1 -4, U4 E FcarT Q. t X q) 1 4 ft 12z. 9 a.04 MBF, INC, ENGINEERING DESIGN OF STRUCTURES P,O. BOX 4010 • SEATTLE, WASHINGTON 98104 BY o � DATE I I g� JOB NO. CI?), Q3-- PAGE (206) 621 -2400 FAX 621 -2412 M I P r K F c o TI € : 3 b » (ta .SZ.� �' o.s Pr) = 2.248 - C2.oFrX,1,4�� etL -o6e = 2.0�''>'�r 1.3'33 = 2,(�� >2 ..24t 5 '� � � I sb.4 15.333)Lio,s Is i..4O) . r'1= C24, � . 44 � "'�C . . %,4 "-7 G.-7 r r r r. c ii i i i I3< ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS SYSTEM L =1 JOINTS 1 X =0 Y =0 Z =0 5. X=0 Y=16.833 Z =0 9 X =0 Y =25.50 Z =0 13 X =0 .Y =38.5c :) Z =0. 61 X =0 Y=149.50 Z =0 0=13,61,4 65 X =0 Y=162.50 Z =0 69 X=0 Y=171.17 Z =0 73 X =0 Y =187.50 Z =0 77 X =0 Y= 196.50 Z =0 81 X =O ' Y=205.50 Z =0 85 X=0 Y =214.50 Z =0 89 X =0 Y= 223.50 Z =0 2 X =0 Y =0 Z= 13.833 6 X =0 Y =16.833 2 =13.83: 10 X =0 Y =25.50 Z =13.833 14 X=0 Y=36.50 Z= 13.833 62 X =0 Y=149.50 Z=13.833 0=14,62,4 66 X =0 Y =162.50 2=13.833 70 X =0 Y=171.17 Z=13.833 74 X =0 Y =187.50 Z= 13.833 78 X =0 Y =196.50 Z=13.833 82 X =0 .Y =205.50 Z =13.833 86 X =0 Y =214.50 Z =13.833 90 X =0 Y= 2 Z=13.833 3 X =0 Y =0 Z =25.667 7 X=0 Y=16.833 3 2=25.667 11 X =0 Y =25.50 Z=25.667 15 X =0 Y =38.50 2=25.667 63 X =0 Y=1 Z =25..667 0=15,63 67 X =0 Y =162.50 2=25.667 71 X =0 Y =171.17 Z= 25.667 75 X=0 Y =187.50 Z=25.667 79 X=0 Y =196.50 2=25.667 83 X=0 Y=205.50 Z =25.667 87 X =0 Y =214.50 2=25.667 91 X=0 Y=223.50 2=25.667 4 X =0 Y =0 Z =37.50 8 X =0 Y = =16.833 Z =37.50 12 X =0 Y=25.50 Z =37.50 16 X =0 Y =38.50 Z =37.50 64 X =0 Y=149.50 Z =37.50 G=16,64 68 X =0 Y=162.50 Z=37.50 72 X =0 Y =171.17 Z= 37.50 76 X =0 Y =187.50 Z =37.5c :0 80 X =0 Y= 196.50 Z =37.50 84 X =0 Y =205.50 2=37.50 88 X =0 Y =214.50 Z =37.50 92 X=0 Y =223.50 Z =37.50 RESTRAINTS 17 57 8 F =1,1,1,1,1,1 77 85.8 R =10.,1,1,1',1 90 4 R= 1 ;0', 0 , 0 40. 3 91 4 R =1,oc:),o,1,1 4 92 4 R =1,0 1 9'4, R =10.,1,0,1,1 :FIX EXTRA JOINTS :FIX EXTRA JOINTS S =12 • V5 t5 V5 t'! V1 . fi J t l V5 t=1 t! v5 V5 t! ti €i II it it 6 RI i€ €I ii 1I: IR II ii • !L EL Cti EL EL LL EL EL EL EL EL CLL •iL J_1 _1 __I _1 J J J• , -i • -i -i .3 .-i -i -i .- -i .- I -i -i -3 -i I€ • :. .. .. .. . 2 • '-i --i -i ri . -i -i -i -4 -i -i -. 4 -i • .- 4 -i -i . 1 -4 -.-4 .-i .1 - -.4 -. i .-i -4 .-4 --i .-i -i -i -i .--1 r---I . . •• Cl C4 Cl Cl -.I -.I ---1 .- -- =-1 -4 C4 CI, -• . -4 • ' - .. • II -I II f€ R€ €i ii Ii . i€ - I1 • H. II II II . II. II €€ E • t i • O U ED Lit C! • CD CD CD CO, '0 0 CD CD CD €D it .. -. 0r4-0'4_r4 R . CL -0 0 tip, CUWCDfiC3l_I > ''" j -i ..v5 f c- : 0 �-+- C) 115 0, . 03 CI rl L t`J •�2' r Qll 0 -i C4 r (4 CA,C4 t= U) O ItJ LI n .o t* Cl r ra to -4, -4 • C4 -O -i co E CD .a fi j -0 -01-I d rl EN n v5 —O Cl r` • VI -o N. i v5 ,o c4 U V5 CI (NOV. c- rl -+ .-4 - 4 - i '- 11 €I 11. 11 €€ II €i I€ II €€ F- 11 li •t€ . €1 II II i€ II 's€ . IR 1€ €I II . I€ ` €i •II • . I€ •Il . I€ it Q' II Ii fR II rl ..--1 '' `� 0- t 1 -4 , 4 -4 • """ " " " "tiHH.CLMY. ZEr E> Z Z> EMrYEZZ ZEE II ,4 ...q R- 4 ri '- 4 - t- iCirlrl C1 i` CCi Pr- n .-t 71,- -1 -i -4 -i .. .. -i Cr. rl t:� ,� • + r : J n r4 t --t C z 3 .t3` (� Q `L -�J E N t ! G f L - � J r l t : , r -i C4 fi? � i � i u i C O Cl rI C - 4 CC is. ' . . • . . . Ca40 - i i- a rlr4t=JI =Jt r-_cr <-�rJ,r_J ,S -0 -0 Imo.€.I,Cc03c -EN n :1 ... co Cc p 03 0 cr. el u , c i• -i 03 ¢03. � -0 m-0r-lv <7 CCl��I Cl . _• _- -... - - i�- - i .-f -i rl E C 4 V 5 V 5 40 0 EN N • � p 2 € t < i -i r l U C ,, 03 n .t3 t ' ! s , - =4 rl n EN v 3 cr • r l EN v • •-; - 4 (4 v5 40 I■ C r ••-41 • t -i RI . R1 - : ii 11 €i -i t°) 0- 217 v .Ii 1€ II -ii Ii €I €I €€ tI I€ _i .4 111 0 -4 -i Cl Cl Cl t5 V5 V5 CI' ti if) IF) -O -0 40 -O €- I-. CO Cl) CO 0- Vi II €I €I 1I H . I€ 1I ft 13 G G C.•Ji_J 0 -ai-- CJ - iCiC-E <E <E CF <E QtEt£C.O � -4 1€ CJGuCJOGCr C5 C Q . II C3 _ I i€ I I C5 0 C5 r 1 h C5 r 3 C5 r 3 t: ; U J -i LL T-. C> 0 -i try c 41 r c- - rl t'! n NO CO 0 - = - i n Ca) -i ; -4 40 01 LL Z -I Cl v5 �- IFJ 43 N 03 — -i CJ =A d- t` .-3 -4 •-i -i -i -i .-i Cl Cl El Cl Cl Cl Cl v5 t- i Vi t• i d a`..cr <_ t0 7 -{ +-4 Cl t? a:t U) -o i' CO C:' --4 74 -i '4 --4 t=t•Jt4i= tit:+ tjt'! t- ir! t'!. t °it•`.=t!h'!r•!t-=t!1:'!t+r ?t=J ti 1 P t:It'!t'!t'!t! It 11 11 11 ,It I=- 11 it H Ii 11 It -11 .11 .14 It 11 II It It It . Ii :II- =s :.II 11 it: it 11. It . 11 II II. 6. :. t i. it. £_ iL 0 Ci a. i4 it i1 iL a_ a. ix_ 0_ it t1 :0 Lt t3. 0_ i, a_ it. (' >z Q a_ a_ 4:L CL J :JJ._IJJJJJJJJJJJJJJJJJJJJJJ_.I __I • C; to • r - r, CO .4 Ca u; -0 CP7 1 r in .o rr V) t, t N. o3 C4 =4=4:=4 =4 =4 ;A =4 =4 =4 =A , t' t: ;> r c- ti d �) - c 7I :r. in irk in .0 :0 .0 .0 43.0 r r r r N r m 03 as c3 -03 c o- ' .n .g -0 -p -0 .0 i-0 - - .o ,u .- • v C�Ct CNCs£ r £m r4 (-a in 40 . C- C t= l . i r to '-4 Ca tri .. C: 0 Et- Ci t'! r o 0 •-t t' u . .0 o- 4 1,71:< CO Ca . CJ Cat C4r•'iir t'0v 5-ci-�-: - inulu 0.34a -0 .o43 t-NNNNN O3c3000303 .,C 4: .C4Cir-i.C-4,CaC 0 ..-t u', CO U-: Ca 1 :40 r C —4 .K u') M to C i r; u •:a r ^ • I r! cY in 03 Cr- C� tr= r v -i t! r? t .t•? ct . �t u's ui to - t ! Li) tr �0 �0 .0 .0 i. N t� l� i� t� t� Q . £fl g tII G` A.: ' . �. 0 0: �. v u - 0 v 0 O. ' r tl : tl !l 11 it Ulf I! li , lI li ' tt II C -a �t in CO Cr- C -1 r-! .-0 N 0 ' -+ Ir, CO 0- r4 . Ca t! r t1` •-4 KS 4ri 03 CA Cl r- = r? 1 i Lt- Lt_ L- L! L _. tz It_ IL >i L iz L Lt_ r. CN.CIt!r-it-sr ti t3 tr in u 0 -0 - - 0.3' Nrrr - -NNO3 0303 03 LL LL - II ii 11 II II II R II It II It . It it - II II ii II' 11 .It lI It 11 U 11 II II !I H I! II It it II Ii . •ri -i =A .4 +--I =3 -4 ` .'-4 .-=- '4 r'- ' . -000000000.0.0000000 ft3 •=-4 r4 It it it G n ii it it it !t tt iI ti r3. r3 r3 r3 r3' h r3. r r3 r3- r3 r3 r3 i3 !'3 n e3 1 r? r3 r3 = 3 r3 r3 r3 r3 t'3 r3 r7 .r3 r3. r? A it: II .J J J J J J J J J J J J J in 4)N C CO 0- 03 - 0 —1 tf.1 s .n r CO 0 - 0 ri ra r- ct in r � � rf t:� q - ID r 03 o � � £- -0 C4 =r 4 -0 CO C--1 -0 N - . - i — 7 - 4 a ' - 4 C1 C - Cd (! Ca r4 £a C•.1 r- i r) ti) t = r? t r•'! r -; tr! r-! c1 - s* 473 ' 4 T4 £ -.1 t :_ u .ti -3 r r c- $$$$$$$$ , t� $$$$$$$$$$ $$$$$$$ �}. ' �}.. $$$$$$$$ $$$$$$$ .. $$$$$$siss.. el $$$$$$$$ $ $$$$$$$$$$ '4$$$ i$$$$$ $$$$$$$$$$ $$ .. $$ $$ $$ $$ $$ : $$> $$ $$ . $$ $5.. $$ $$ $$ 5$ 5$ 8$' $8 $$$$$$$$ $s$$$$$$$$ $$$$>$$$$$$ $$$$$$$$$>$ 8$ 5$ 5$ $$ $$ .8 8$ 5$ is is •$s . is $$ 44 5$ ' 8$ $$$$$$$$ $$$$$$$ $$$$$$$$$$ $8 8$ $5. $$$$$$$$ 5$ 5$ STRUCTURAL ANALYSIS PROGRAMS VERSION Copyright, (C) „.1978; EDWARD ..L :WILSON . . Al 1 rigtits reserved c McMAHAN BAKER FROERER , INC, F'AGE 1 PROGRAM:SAF'9t1 /FILE:GRIDEF.SAP ASSOCIATED GROCERS — GRID LINE E SHEARWALL WITH WALL OPENINGS S Y S T E M D A T A EXECUTION .CODE -. -- NUMBER OF. LOAD COND I T I ONS STEADY `STATE LOAD FREQUENCY. NUMBER OF EI - — EIGEN CONVERG TOLERANCE EIGEN GEN CUTOFF :TIME : .1000E-07. 000E+c :)c1 � � ' N� 1 1 ' McMAHAN:BAKER FROERER, INC. ASSOCIAT ED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS GENERATED JOINT COORDINATES Y Z JOINT X ' 1 .000 °000 .000 2 ' ` 000 165.996 ' .000 ` � . 3 .000 ` .000 308.004 0D0 000 450' 4 � � , ^ � ^ 000 5 '�' ` .000 201,996 .000 6 .000 201.996 165.996� 7 .000� �` ' 201,996 308.004 8 ` � .00U 201.996 450.000 9 .000 306,000 ~ 000 10 .000 306.000 165.996 11` ' .000 306,000 .308.004 12 ` .000 306.000 450,000 13 ' .000 462.000 .000 14 "000 462.000 165.996 15 .000 462"000 308.004 16 .000 462.000 450.000 17 .000 573.000 .000 18 .000 � 573.000 165.996 19 .000 573.000 308.004 000 573 0O0 450 � 20 , 000 , � , 0U0 684 000 21 ` .000 " ~ .000 684 000 165 22 ^ 165.996 ^ ^ 23 .000 684.000 ' 308.004 |�0 684 �00 450 24 �0V , . 000 000 000 795 000 , !35 ' , , ,,° 996 �95 000 165 26 °000 � `�7 . . 27 ..00 795,00(} 308.004 2e . ' .000 ' `795.000 450.00x0 29' � .000 906.000 �� .000 29 00 906 000 � 165 ��` 30 ' ' �, 99 , _ , V00 9U6 000 ' 308 31� , 004 , . 000 906000 450 000 32 ~ � ^ ^ 000 101� 000 �3 ^ 000 ' ^ ~ 34 °000 1017.000 165.996 35 .000 1017 308.004 36 .000 1017.000 450.000 37 .000 1128,000 .000 000 1128 000 165 38 ^ 996 ^ ^ � .000 1128 000 308 39 ^ 308.004 ^ ^ 40 .000 1128.000 450.000 000 i239 000 000 41 , , , 42 .000 1239.000 165.996 1239000 308 43 ` .000 , 004 ^ 000 12�9 000 45� 44 ^ 000 ° ^ 45 �. .000 1350.000 .000 .000 1350 000 5 9� 46 .0 , �� , `° 47. .000 1350.000 308.004 48 .000 ' 350~000 450.000 49 .000 ` 1461.000� ' ,000 50 ` ,000 1461.000 �^ '165.996` 51 .000 .161.000� . 308.004' 52 , .000 � 1461..0 00 450,000' 57 ` .000 1572,000 ` .000 �'. PAGE 2 McMAHAN BAKER FROERER; .INC PAGE 3 PROGRAM :SAP90 /FILE :GRIDEF.SAF ASSOCIATED GROCERS - GRID LINE E °SHEARWALL WITH WALL OPENINGS G E N E R A T E D J O I N T C O O R D I N A T E S •, C)C)O ▪ 001 :) :. coo c)00 C)C)C) . ;.C)00 .600 000 .000 000 . 010.1 ▪ c :1010 „000 ooc:. . C)c:0 _00(7y' 00101 c)rau ..0001 . 70(`.10 . 000 .000 .000 C)0O • -.000 165.996, 308.004 450.000 .C)O0 165.996' 308.004 .. 450.000 165.996 708.004 450.000 165.9.96 308.0 :)04 450.. 000 ▪ 000 165.996 308.004 450.000 ▪ 000 165.996 308.004 450.000 . 00)C) 165.996. 308.004 . 450.000. Gc )C) 165.996_ 308.004 450 OC)C) . 000 165.996 308.C)C)4. 450.000 .000 165.996 308.004 45C).00.0 JOINT 54 55 56. 57 58 59' 60 61 °62 63 64 65 66 67 68 69 70 71 •2 73 74 76.: 77 78, X79 80` :. 81 82 83 8 85 86 87 88 89 9c:) 91 92 Y 1572.000 1572.000. 1572.000 1683. 000 1683.000 1683.000 1683.000 1794.00)C0 1794.0C)O 1794.000 1794.000 1950.000 1950.000 195c :). 00101 1950.000 2054.040 2054.041 :). 2054.040 2054.040 2250.000 2250.00)0. ' 1 250.000 2250.0010 2358.000 2358.000 2758.000 '. . 2758.000 2466.000) 2466.0001 2466 . C)r.10 . 2466.000: 2574.000 2574.000 2574..000 2574.000 2682.010)0 2682.000 2682.000 2682. 000 MCMAHAN BAKER FROERER r t: t L t • ASSOCIATED •GROCERS - 'GRID • LINE E SHEARWALL WITH WALL OF'ENINGS• • R E S T R A I N T D A T A JOINT. •RX' • RY RZ • •RXX'' • RY { RZZ • 1 1 • 1 • 1 C) 1 1 • 2 1. C). C) 0 1.. •• . ; 1. . 1 C) C) • C)' • 1 • 1 4 -1 0 0 c: 1 1 5. ;: 1 . 1 1 .C) • 1 1. 6 1 C) s . ) C) 1 1 7 1 0 C . C) 1 1 8 1 • C) . • C_) ' 0 • i• 1 9 1 1 1 C) • 1. 1 • •1Cj : 1 0 0 0• 1 1. 11 -. 1 0 . 0 C) • 1 1. • 12 1 0 0 0 1 1 1. 1 1 1 1. 1 1 14 1 . 0 ' C) 0 1. . 1 15 1 0 0 C 1 .1 16 • .. 1 • c :) 0 0 1. 1 17 • 1 1 1 .1 1 1 18 ' 1 0 0 • 0 1 1 19 . . • 1 '0 0 C) 1 1 , 7)0 1 • C) C) 0 1 1. 21 1 1 i • :1 .1 • 1 2„ 1 ' 0 C) '0 . 1 1 • 23 1 - 0. C) 0 1' 1 24 1 0 . . 0 . ` 0 . 1 • • 1 . 25 1 1, 1 1 1 1' 26' 1 • C) C) 0...: ...1 1.. 27; • 1 C.) •. C). :.C) . 1 1 28 1 O 0 :• C0 • ..1. • 1: 29 .1 1, . 1 ' 1 1 1 _ C) . 1 c :) 0 0 1 1 31 1 0 0 0 • 1 . 1 ^,• • 1 • C C C) 1 • 1 .. ^^ 1 1 1 ' . . 1 . 1 • 34 _ 1 0 , 0 . 0 . 1 15 '. ..1 • C) .0 _ C) • 1 36 1 0 . 0 0 1 • 37 1 . ` 1 1 . 1 1 38 1 . 0 0 0 1 39' •1. 0 0 C) 1 40 .1 C) 0 :0 • 1 41 1 1 1 1 1 42 .1 C) 0 0 1 43 1 0 :0.: C 1 44 . 1 0 .. 0 C 1• • 45 1 1 ' • 1 • 1. 1,. 1 46. 1 C) 0 C) 1 1 47 . 1 0 0 : ) ' ' 0 1 '1 . 48 1 ' • 0 0 '0 • 1 1 49. 1. • 1 1. 1 1. 1 50 : 1 C). 0 0. 1 1 51 1 C) C l C) : . 1' ''.1 52 1 0 .0 C) 1 1. .53 . 1 1'. , 1 1` 1 . INC. PAGE 4 PROGRAM:SAP90 /FILE:GRIDEF.SAP 1 1 1 1 1 1 1 1 McMAHAN BAKER FROEPER, INC . PAGE 5 PROGRAM : SAP90 /FILE : GR I DEF . SAP ASSOCIATED" GROCERS — GRID LINE E SHEARWALL WITH WALL OPENINGS R E S T R A I N T D A. T. A JOINT RX F<Y RZ F: X X RYY RZZ 54 1 t:) t:) t:) 1 1 55 1 0 0 C) 0 1 1 56 1 C) C) t:) 1 1 57 1 1 . 1 1 1 . 1 58 1 t:) t:) 0 1 . 1 59 . 1 t _ ) C) C 1 1 60 . 1 t :, 0 00 1. 1 61 1 1 1 .. 1 1 1 62 1 0 0 t -) 1 1 63 1 . 0 0 0 1 1 64 1 t_, C) C) 1 1 65 1 1 1 0 1 1 66 1 0 " C) 0 1 1 67 1 0 t:, 0 1 1 68 1 0. C 0 1 1 69 1 1 1 t:> 1 1 70 1 C) C) C) 1 1 71 1 0 0 0 1 1 .. 72 1 0 C) C) 1 1 7" 1 1 1 0 1 1 74 1 C) 0 C) 1 1 75 1 t : ) C) 0 1 1 76 1. C) C) C) 1 1 77 1 1 1. 1 1. 1 78 1 t.) C) C) 1 1 79 1 t:) C t:) 1 1 BO 1, i:) . C) -) 1 1 81 1. 1 1 1 _ 1 1 02 1 t :) 0 C) 1 1 E33 1 • C) t:) C) 1 1 8 L1 1 t:) t - C) - 1 1 85 1 1 1 1. 1 1 06 1 t:) t:a C) 1 : 1 07 1 C) C) C) 1 .1 88 1 C) 0 C) 1 1 89 1 1. 1 1 1 1 90 1 t:) C) C, 1 1 91 1. 0 0 . 0 1 1 92 . 1 0 . C) C) 1 1 McMAHAN BAKER FROERER, INC. PAGE 6 F 'ROGRAM:SAF'90/FILE:GRIDEF.SAP, ASSOCIATED GROCERS -- GRID LINE E SHEARWALL WITH WALL OPENINGS F R A M E C O N T R O L D A T A ':NUMBER OF MEMBER SECTION. PROPERTIES NUMBER OF SPAN LOADING PATTERNS . 10 00 LOAD GRAVITATIONAL MULTIPLIERS PRESTRESS COND • X. ' HZ MULTIPLIERS .000 .0:000) PAGE 7 PROGRAM:SAP9O /FILE: ORIDEF.SAP ASSOCIATED GROCERS — GRID LINE E SHEARWALL WITH WALL OPENINGS McMAHAN "SAF;ER..FROERER, . INC. PROP ID 2 4. 6 7 8 9 10 AREA TORSIONAL INERTIA 468.000 .00000E+00 288.000 .00000E +00 3601.000 .00000E+00 724.000 .00000E+00 654.000 .00000E+00 900.000 .00000E +00 948.000 .00000E1-00 708.000 .00000E +00 720 000 .00000E+00 804.000 .00000E400 • D A T A MOMENTS OF I N E R T I A ' . IL�ti, I22 ▪ 26764E1 -05 ,60000E+00:: ▪ 61440E + .00000E+00 .12000E+05, . c :1c:1c:1C1c:1E +00 : .00000E+00 :87480E+04 .42076E+1 :06 .,82561E +06 . 82952E +C16 63886E +06 .34483E +06 .65224E+06 c :1c: ocfc:1E+C)0 . C000000E +00 , 0000QE+00 00000E -I-00 , C1c)c :1oc :1E -c)o .00000E+00' A2 . 000 ▪ C1oo. ▪ 000 : ;000 .. .000 SHEAR AREAS A3. 00C) 000 Coo 000 O0C1 , ,000 0CC1. .060. McMAHAN BAKER FROERER, INC. ASSOCIATED GROCERS.:— GRID LINE M A T E R I A L PROP. MODULUS OF ID ELASTICITY. 1 3122E +04 ,122E +c : >4 . •3122E +04 4 3122E ±04 5 : ,122E±O4 6 x+12 04 •7 .3122E +c :)4 8' 3122E+04 .3122E 1 c:> . 3 122E +04 r L P R 0P E R T Y DAT A. PAGE 8 PROGRAM:SAP90 %FILE :GRIDEF.SAP E.SHEARWALL WITH WALL OPENINGS SHEAR WEIGHT PER MODULUS .1201E +04 .120 +0 .1201E +04 .1201E +04 .1201 E +04 .12C)1E+04 .1201E +04 . .1201E+04 .1201E ±04: .1201E+04. 'UNIT LEN .00000E +000 .0000E+00 c)c :)oc :)E +oc. .6000E+00: Cu: oc :)E +00 OOC,OE-c -90 .00>ric)E -H o . 0000E +00. .0c :0c :00E +00 MASS PER UNIT LEN 0000E +oO : .0000E-1-00.: . O0c :u :iE +oo C)cDc:)c :>E +c)o . .:. . c d000E-I C 0 c :ip0o-f7c :,0 ocic :)c :)E +c :)0 0000E +00 .0000E+00 THERMAL EXPANSION )000E+00 .' 0000E +00 .0000E+00 c :00066E +00 '.00(50E+00 . 0000E +0O ..O0(0E +00 .0000E +0O 0C)OOE +00 0000E +00 r f. I: l i L l i I » PAGE 9 PROGRAM:SAP90 /FILE:GRIDEF.SAP ASSOCIATED GROCERS •- GRID LINE E SHEARWALL WITH WALL OPENINGS F R A M E E L E M E N T D A T A ELT JOINT JOINT LOCAL-AXIS PROPERTY -ID REL MASTER- JOINTS ELEMENT ID END-I END--J N1 N2 END -I END -J VAR CODES END - -I END -J LENGTH O 4 4 0 000000 0 0 166.00 0 0 4 4 0 000000 0 0 142.01 -r 0 q. 4 0 000000 c_) 0 142.00 O 2 2 0 000000 C) 0 166.00 3 0 2 2 0 000000 0 C) 142.01. 0 2 2 0 000000 0 C) 142.00 3 0 2 2 0 000000 0 C) 166.00 C) 2 2 C) 000000 0 0 142.01 _, 0 2 2 C) 000000 C) C) 142.00 _ 0 5 5 0 000000 G 0 166.00 O 3 0 00C)C)00 0 C) 142.01 3 7 0 3 3 0 000000 0 0 142.00 0 6 6 C) 000000 0 0 166.00 3 ca: 2 2 C) 00)0)0)0)(:) 0 0 142.01 3 ca 2 2 0 000000 0 0 142.00 7, C) 7 7 0 000000 0 0 166.00 0 3 3 0 000000 C) C) 142.01 My c:) ca 000000 ca 0 142.00 -) ti C) 6 6 0 000000 C) 0 166.00 C) 2 C) 000000 0 C) 142.01 O 2 2 C) 00)00)0)0 C) C) 142.00 0 7 7 0 000000 0 0 166.00 0 3 0 0 000000 C) 0 142.01 O 0 ? 0 000000 0 C) 142.00 O 0 6 6 0 0C)C)C)0C) C) C) 166.00) 3 . C) 2 2 0 000000 C) 0 142.01 3 C) .^_ 2 C-) 00000C) 0 0 142.00 ca 5 5 0 000000 . 0 0 166.00 , C) 3 0 C) 000000 C) C) 142.01 �, 0 0 ? C) 000000 0 C) 142.00 3 C) 2 2 C) C)OC)C)00 C) C) 166.00 0 2 2 C) 000000 0 0 142.01 3 C) 2 2 C) 000)000 0 ca 142.00 0 C) 2 2 C) 000)0)00 0 C) 166.00 C) 2 2 0 000000 C) C) 142.01 3 c :) 2 2 0 0000)0)0) C) C) 142.00 0 C) 8 8 C) 0000C)0) C) C) 166.00 0 0 0 0 000000 C) 0 142.01 3 C) 0 0 C) C)0C)C)C)C) C) 0 142.00 3 C) 9 9 C) 0000)00 0 C.) 166.00 0 2 2 0 000000 C) C) 142.01 3 ca 2 2 0 000000 C-) C) 142.00 3 C) 10 10 0 000000) C) C) 166.00 3 C 1 1 C) C)00000 0 C) 142.01 0 C) 1 1 0 000000 C) C) 142.00 McMAHAN BAKER FROERER, INC. 4 4 , 5 6 5 . '6 7 6 7 8 • 7 . 9 1 0 8 . 10 11 9 11 12 10 13 14 11 14 15 12 15 16 13 21 2, 14 22 23 15 23 24 16 29 30 17 30 31 18 31 19 37. 38 2C) 38 39 21 39 40 • 22 45 46. 23 46 .47 24 47 48' 25 53 54 26 54 55 27 55 .56 28 61 62 29 62 . 63 30 63 .64. 31 65 66 w2 66 67 :T 67 .68 34 69. .70 35 70 71 • 36 71 72 37 73 74 38 74 75 39 75 76. 4C) .81 82 41 82 83 42 83 84 43, 89 90 44 90 91 45 '91 92 McMAHAN BRIER FROERER, INC. PAGE 10 PROGRAM:SAP90 /FILE:GRIDEF.SAP ASSOCIATED GROCERS - GRID LINE E SHCARWALL WITH WALL OPENINGS PROP WEIGHT '1 : c:)t)c: :) . 0000 4 .:. . . . 0000 7' . oc :)c :)o 8 . Y 00,00 10 c :)C)oc). TOTAL . 0000. .0000 T O A L.: W.E I •G H T S• A N.D... ICI A S .S E. S MOSS ▪ OC)OC) • 00 0 . 0000' 0 0 C) C) . c)c ) : Y 0,c :)00 0000 c: )(mu PAGE 11 PROGRAM:SAP9O /FILE:GRIDEF.SAP ASSOCIATED GROCERS —GRID LINE E, SHEARWALL WITH WALL OPENINGS S H E L L C O N T R O L D A T A ' NUMBER OF ELEMENT MATERIAL TYPES 1 GRAVITATIONAL MULTIPLIERS TEMPERATURE PRESSURE X Y L MULTIPLIERS MULTIPLIERS . 0CC) . .000 .000 ,000 .000 McMAHAN BAKER FROERER, INC. MCMAHAN.BAVER FROERER, INC. PAGE 12 PROGRAM:SAP9O /FILE:GRIDEF.SAP ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS M A T E R I A L P R O P E R T Y D A T A MAT MODULUS OF POISSONS WEIGHT PER MASS. PER THERMAL ID ELASTICITY RATIO UNIT VOL UNIT VOL EXPANSION 1 3 122E+04 .1500E+00 .0000E+00 .0000E+00 .0000E+00 ° McMAHAN BAKER FROERER, INC. 1 2 3 4 5 6 7 ~ B 9 10 11 12 13 14 15 16 17 �8 19 20 21 22 23 24 25 & 26 27 28 29 30 31 32 � 33 34 36 37 38 39 40 41 42 43 44 45 46 47 48 ELT JOINT ID l 1 2 3 6 7 9 10 11 14 15 18 19 23 26 27 30 31 34 35 30 39 42 43 46 47 50 51 54 55 58 59 61 62 63 66 67 69 70 71 74 75 78 79 82 83 • 86 87 ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH SHELL ELEMENT DATA JOINT JOINT JOINT ELT J K L TYPE 5 2 6 O 6 3 7 0 7 4 8 0 10 7 11 0 11 8 12 0 13 10 14 ` 0 14 11 15 0 15 12 16 0 18 15 19 0 19 16 20 0 22 19 23 0 23 20 24 0 26 23 27 0 27 24 28 0 ,30 27 31 0 31 28 32 0 34 31 35 0 35 32 36 0 38 35 39 O 39 36 40 0 42 39 43 0 43 40 44 0 46 43 47 0 47 44 48 0 50 47 51 O 51 48 52 0 54 51 55 0 55 52 56 0 58 55 59 0 59 56 60 0 62 59 63 0 63 60 64 0 65 62 66 0 66 63 67 0 67 64 68 0 70 67 71 0 71 68 72 0 73 70 74 0 74 71 75 0 75 72 76 0 78 75 79 0 79 76 80 0 82 79 83 0 83 80 84 0 86 83 87 '0 87 84 8B 0 90 87 91 0 . 91 88 92 0 MAT MEMBRANE ID THICKNESS 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000Ef01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 .1 .6000E+01 1. .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1 .6000E+01 1' .6000E+01 PAGE 13 PROGRAM:SAP90/FILE:GRIDEF.SAP WALL OPENINGS BENDING THICKNESS .6000E+01 . 6000E+01 . 6000E+01 .6000E+01 .600DE+01 . 6000E+01 .6000E+01 .6000E+01 .6000E+01 . 6000E+01 .6000E+01 . 6000E+01 .6000E+01 . 6000E+01 . 6000E+01 .60O0E+01 . 6000E+01 .6000E+01 .6D00E+01 . 6000E+01 .6000E+01 . 6000E+01 .6000E+01 .6000E+01 . 6000E+01 ,6000E+01 .6000E+01 .6000E+01 . 6000E+01 . 6000E+01 . 6000E+01 .6000E+01 .6000E+01 .6U00E+01 .6000E+01 . 6000E+01 . 6000E+01 .6000E+01 .6000E+01 . 6000E+01 .6000E+01 .6000E+01 . 6000E+01 .6000E+01 .6000E+01 . 6000E+01 .6000E+01 REF LOC TEMP AXIS . 00 3 .00 3 .00 3 . 00 3 .00 3 .00 ,.00 3 . 00 .00 3 .00 3 .00 3 . 00 3 . 00 3 .00 3 . 00 3 .00 3 . 00 3 ,00 3 . 00 3 . 00 3 . 00 3 .00 3 . 00 3 .00 3 ,00 3 . 00 3 ~ 00 .00 3 ~ 0D .00 3 .00, 3 .00 . 00 • 3 .00 °00 • 3 . D0 3 . 00 3 . 00 3 .00 3 .00 3 . 00 3 "00 � .00 3 .00 3 .00 . 00 3 .00 3 .00 3 McMAHAN BAKER FROERER, INC: PAGE 14. PROGRAM:SAP9O /FILE :GRIDEF.SAP ASSOCIATED GROCERS -.GRID LINE E SHEARWALL WITH WALL OPENINGS T O T A L, . W E. I G H T S A I\I D M A S S E S . WEIGHT MASS 0000 .0000 .c:1D00. 1 1 l t McMAHAN E{Ak:ER FROERER , INC. • ASSOCIATED GROCER 3 0 I N T L 0 A PAGE 15 PROGRAM :SAC -90/FILE:GRIDEF.SAP GRID LINE E WITH WALL OPENINGS JOINT LOAD FX 4 1 .. . 000E +00 8 1 .000E+00 12 1 .000E +00 .16 1 ., (00E-I -th ) 1 .000E+00 32 1 .0C)0E=t -0C) 1 ; 000E +oo 48 1 . -.000E+00 56 1 .000E+00 64 1 .' 00 0E +00 6 8 1 , 000E+00 72 • 1 000E +00 76 -. 1 .000E -)•O0 84 1 .000E +00 92 • 1 .00.0E+00 D S F'Y . 123E +02 .123E+02 ;"E +02 123E -l-0 . 123E+02. .123E+02 .12.3E +02 .123E4-02 . 123E+02 12 _ E +02 .123E-c - 02 .123E+02 • 1 . 127E +02 . 123E+02 .123E+02 F Z. .:000E+00. Oc)c,E +C)C); .000E- c -cD0 c:)c :)c;)E +c :)c :) . 000E+00 c :)c :)OE +c :)Cl . c :i: D -N c;)0 cx :l0E +00 . 000E+00 ,000E+00 .000E+00. . 000E+00 0C)C)E -c -00 .000E+00' MX 000E +00 i;�00E +00 .'000E+00 000E +00 . 000E +00 . 000E+00 . 000E+00 . c:)c :)0E+00 ▪ c:)OCDE +c;)C) • ,000E+00 . 000E+00 -000E+00 . 000E+00 000E+0C) MY ocicaE +c c: . c;i00E +C)0 c)c)c:)E +c :u:) 0C)0E-)-00 0c :)0E +00 . 00c :)E -)•00 ,000E+00 000E +00 .000.E +0C) .000E+00' .000E+00 )c:> . C)OOE +00 .000E +0C) .000E+00 MZ . 000E+00 .000E+00 . 000E+00 . c:)c:)c:>E +c:)O .000E+00 000E+0)0 ▪ 0c :10E +00 .000E+00 . 000E+00 000E +00 .000E+00 .000E+00 . 000E+00 .000E+00 )c)0E+00 . 000E+00 r r r. i i i MCMAHAN BWER FROERER, INC. PAGE 1 PROGRAM:SAP90 /FILE :GRIDEF.SOL ASSOCIATED GROCERS - GRID LINE E.SHEARWALL WITH WALL OPENINGS J O I N T - D I S P L A C E M E N T S LOAD CONDITION 1 - D 18PLACEMENTS . "U" AND ROTATIONS JOINT • 1 • n, U(Y) C)000E +00 .007258 - , 006379 4 ..0-11 0-17 51 5 .0000F+00 6 .003.62 7 .006311 8 .009275 9 ..0000E +00 10 .003781 11 .006260 12 .0088.1 13 .000000 14 .004153 15 .006371 16 � c:1c :18114 17 .000000 18 .005815 19 .006351 .006986 21 .06-1t-)c- 0 .005257 27 .0 :16"86 ;•'.t�. .007615 25 .000000 26 J)06202 27 .006529 28 0016859 29 . c)c)c)c :it :10 71;0 .•0:10)5355 31 .006514 32 .007729 34 75 37 38 39 40 41 42 43 44 45 46 471. 48 4 51'. .1') .000000 .0062 0 .006585 .006996 .000000' .005379 .006538 •. 007797 .'0010 :)0c :)c :) .006169 .0106559 .0o6977 . c :10:100 X ;10 • 005 .0c :)6462 c :)017690 07000000 .0c :16110 .006448' U(Z) . 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OO C)02? -- .00010 :)34 l i McMAHAN BAKER FROERER, INC. PAGE 2 PROGRAM :SAP90 /FILE:GRIDEF.SOL ASSOCIATED GROCERS -- GRID LINE E SHEARWALL WITH WALL OPENINGS J O I N T D I G LOAD CONDITION. JOINT 52 53 54 55 56 57. 58 59 60 61 62 63 64 65 66 67 66 69 7C:) 71 72 7 3 74 75 76 77 78 79 00 81. 62 €3 wy 84 €3 5 86, 07 88 89 90 91 92 U(Y) .006793 C)00C)c:0: .005173 C)06279 .007504 .60000°' . 005729 .1")06211 006795 1:)00000 ▪ 004165 00062011 . 007786 .0000E+00 .003971 . 006059 .008121 .00OcDE ±,C10 .003997 ,006072 00)8083 .0000E+00 C:)cD . 006398'. ▪ 0079 3,2 . 000000 (",.)05794 .006504 .007322 ..00)C)C)OC) „005308 . 006611 008399 .000000 .0(:)5710) .006772 . 008227 . 000000 . 004610 .006759 .010342 P L A C E M E N T S 1 - DISPLACEMENTS "U" AND U(Z) . 000771 731 .000000 . 0007:00 .000509 .000561 . 000000 )c :)C)C-)0C:) . 000821 . 000824 ▪ c :)010791 .000000 . 00 :)0936 . 000 :)918 . 000859 .0000E+00 -.000228 .000196 . 000308 .0000E+00 . 00C)389 . 000009 -.000101 .00C)OE- I-00C) -.000800 -.000787 )0)787 -.000753 ▪ 000000 0c:)C)75C) -.000714 .000000 -.000415 -.000620 -.000680 .000000 1(-10(-1(-) -.000970 00:19'0:) -.000822 -.000975 .000000 .0 :10 :)1080 -.001702 .002288 R(X) -.000020 .000000 --.000044 -,000025 . 0000T2 .000000 -.000015 -.000031 -.000013 .000000 -.00007;2 - .0101( :1(:119 -.000024 -.1694E-04 -.000024 -.000019 -.000023 2765E -04 -.000025 -.000019 -.000020 -.2400E-04 -.000028 -.000019 -.000021 .000000 - .000)0)14 00)(:1(:130 -.000012 . 000000 -.000041 -.000026 .0C)0032. . 000000 )C) -.0 :100022 -.000033 .00C)017 .000000 -.000039 -.000015 -.000055 ROTATIONS IIRII ' 0 1 • JOINT 1 3 4 5 6 7� 8 9 : 10 11 '12 13 14 15 16 17 18 19 20 21 22 23 24 :25 26 27 28' 29 :10 31 32 33� 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 51 PAGE 3 PROGRAM:SAP90/FILE:GRIDEF.SOL ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS McMAHAN BAKER FROERER, INC. REACTIONS LOAD CONDITION F(Y) _18.5132 .0000 .0000 12.2610 -4.3651 . 0000 .0000 12.2610 -9.7595 .0080 . 0000 12.2610 -20.7042 ,0000 .0000 12.2610 . 0000 . 0000 . 0000 °0000 -10.%Z715 ,00O0 . 0000 12.2610 .0000 . 0000 ,0000 °0000 -10,3899 °0000 "0000 12.2610 .0000 °0000 °0000 .0000 -10.1207 .0000 .0000 12.2610 "0000 ,()000 "0000 . 000A -10.2681 ,0000E+O0 .0000 12.2610 . 0000 ~00Vo "0000 AND- APPLIED FORCES 1 - FORCES "F" AND MOMENTS F(Z) -38.6305 . o000 . 0000 .0000 4.4395 ^0000 . 0000 .0000 -15.3716 .0O00 .00. .0000 27.1786 .0000 ~0000 . 0000 .0000 . 0000 . 0000 . 0000 5.9946 "000O . 000O °0000 . 0000 . 0000 ,8000 °0000 1.8359 .0000 . 0000 .000n . 0000 .0000 ~ 0000 .0000 .0R04 .0000 ~0000 .0000 . 000O . 0U00 o 0000 .0000 -1.4694 ,0000E+00 "0000 .0000 .0000 . o000 .0000 MO) .0000 .0000 ..0000 .0000 . 0000 ^00O0 .0{»J0 •,0000 .O000 .0000 .0000 .0000 831.7619 . 0000 . 0000 .0000 . 0000 "0000 .00D0 .0000 1551.8755 . 00O0 .0000 .0000 .0000 '.0000 "0000 . 0000 1581.5472 .0000 .0000 .000 . 0000 60000 .O000 .0000 1566.4019 .0000 •0000 . 0000 °0000 .0000 . 0000 °0000 1564.5518 .1918E_11 ' .0000 ~ 0000 •°0000 .0000: McMAHAN BAKER FROERER, INC. � � PAGE 4 PRnGR M:SAP90/FILE:GRIDEF.SOL ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS REACTIONS AND A LOAD CONDITION` _ 1 - FORCES JOINT F(Y) 52 .00D0 53 10.0649 54 .0000 0000 56 55 , 12.2610 57 '.0000 58 ' � �.0000 59 ,0000 60 .0000 61 ' -21.6347 62 .0000 63 ' .0U00 64 12.2610 65 -10.0360 66 .0000 67 ,0 68 12.2610 69 -17.4478 70 ` .0000 71 ~O000 72 12,2610 73 -17.8389 74 .� � .0000 75 .0000 76 `� .' 12.2610 77 .0000 78 .0000 79 ' � .' .0000 80 � ` � 0000 81 -5.3349 82 ' °0000 83 � � .0000 84 12.2610 85 .0000 86 .0000 87 . .0000 88 .0O00 89 -7.1656 90 ,0000 91 .0000 92 12.2610 TOTAL .1243E-13 F(Z) . 0{00 -5.0817 . 0000 .0000 .000 .0000 .000n .0000 . 0000 -26.9943 .0000 , 0000 "0000 15.4033 , 0000 . 0000 . 0000 -18.3714 . 0000 .0000 ,000Q 29.0328 .o000 .0000 . 0000 ,0000 .0000 . 0000 .0000 5.6164 . 0000 . 0000 .0000 °000/ 0000 . 00V0 . 0000 16.3376 . 0000 .0000 ,0000 .5196E-13 PPLIED FORCES "F" AND MOMENTS M(X) . 0000 1524.6249 .0000 ,0000 . 0000 ~ 0000 . 0000 .0000 .0000' 857.3539 . 0000` . 0D00 .0000 ,0000 . 0000 .0000 . 000 .0000 ,000D .0000 ,0000 .0000' ,0000 ,0O00 .0000 . 0000 .0000 .0000 . 0000 709.9934 . 0000. . 0000 ^ 00o8 , 0000 . 0000 °0000 .0000 1077.811B .0000 . 0000 . 0000 .1127E+05 ,M" $$$$$$$8 $$$$$8888$ $$$$$$$ $$$$$$88 $$$$$$8 $$$$$$$$$$ $$$$$$888$ $8$$$$$$$8 $8$$$$$$$$$ $$$$$$888$ 8$, 8$ 8$ $8 $8 $8 $t8 8$ $8 `8` 8 .. 8$ 8$ $8 8$ 8$ 8$ $8. $8 888888888$ $888888888 $88 8$ $8 $8 8$ 8$ 8$ 8$ $8 8$ $8 8$ 8$ $" 8$ $8 $8 888888888$ 8$ $8 $8 $$$$$$888`. $$$$ 88$8 8$. 81 $8 $ . $888888 STRUCTURAL ANALYSIS PF VERSION 5..04 Copyright (C) .19.78 -1988 EDWARD L.. WILSON Al l rights reserved `` McMAHAN E tAKER FROERER, INC. PAGE 1 PROGRAM: SAF'90 /FILE : GRI DEF . F3F ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS F R A M E E L E M E N T F O R C E S ELT LOAD . AXIAL DIST 1 -2 PLANE 1--3 PLANE AXIAL I D COND FORCE ENDI SHEAR MOMENT SHEAR MOMENT TORO' . 1 5 S 9 10 - 11 1 15.69 .sa 166. 6.72 . -.13 6.15 142.0 - .1ti -12.29 4 .72 1 '1.90 .0 -.01 1.07 142.0 -.01 -.31 .0 -.11 . 7.4 142.0 --.11 -8.801 .0 - -.07 166.0 -.07. . 0 .00 142.0 .00 7 1 1.37 .08 - -11.48 .08 1.99 6.79 -4.32 -.10 -.07 .0 .02 -2.57 166.0 .02 1.41 1 -2.44 . 0 -.05 3.80 142.0 -.05 -7.60 • 1 -.53 .0 - -.04 3.04 142.0 -.04 -3.22 1 - -12.26 .0 166.0 1 -.21 5.16 5.16 -681.66 175.36 .0 -.^3 19.42 142.0 - .^3 ..•. - 12.97 12 1 .4Z' .0 -.21 13.64 142.0 -.21 -15.55 -5.99 .0 10.27 -1551.88 166.0 10.27 153.15 ✓ l I 1 1 1 l i PAGE 2 PROGRAM : SAP9C$ /FILE : GR IDEF . F:_ +F ASSOCIATED GROCERS - GRID LINE. E.SHEARWALL WITH WALL OPENINGS F R A M E E L E M E N T F O R C E S McMAHAN BAKER FROERER , INC. ELT LOAD ID COND 14 15 16 17 18 19 2 L+ 24 -- - - -- i 1 -1.52 142.0 -.34. -1.84 -.51 -.14 -.08 .0 10.12 - 1566.40 166.0 10.12 113.60 ' ' '1 -.01 22 .01 .15 1- 3;PLANE AXIAL FORCE ENDI SHEAR MOMENT SHEAR MOMENT TORO AXIAL DIST 1-2 PLANE 5.08 .0 1.32 -.31 . 24.75 71 -19.44 .0 .27 15.4 142.0 .27 -17.25 . 0 10.79 166.0 10.79 .44 . 0 142.0 0 142.0 - 1581.55 14._.1= .0 -.61 48.69 142.0 -.61 -77.34 . 0 -.47 70.87 . 142.0 -.47 -76.38 . 0 +" . 25.98 142.0 -.33 -20.66 .0 -.27 17.79 142.0 -.27 -20.82 1.47 . 0 10.27 -1564.55 166.0 10.27 179.91 - -.60 48.11 -.60 -36.90 . 0 .47 30..54 142.0 -.47 - 36.14 - 1524.62 146.10 McMAHAN BAKER FROERER, INC.. PAGE PROGRAM: SAP9O /FILE : GRIDEF. FtiF ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS F R A M E E L E M E N T F O R C E S ELT LOAD AXIAL DIST ID COND FORCE ENDI SHEAR MOMENT SHEAR MOMENT TORO 27 3 - - - -- .36 38 11.51 166.0 -.14. 142.0 -.25 - 14.16 -.47 • -2.40 1 -.70 - 10.65 .0 15.29 142.0 .2w -17.32 0 142.0 .0 .0 .17 166.0 03 1.51 142. 0 .71 . 0 -.07. 4.84 142.0 -.07 --5.74 142.0 0 142.0 5.25 5.25 .0 -.25 20.93 -.24 -.24. -.08 6.37 -.08 -5.08 Cr -.02 -.07 _ 1 -2 PLANE -687.41 183.54 15.30 - 18.16 1.97 -1.46 .0 --• . 09 7.15 -.09 -5.52 4.53 -4.82 . 0 .09 - 55.94. 166.0, .09 . ' - 40.64 .IO. • .0' -.20 . .16.48 142;0 -- . 20 11461.. 1-,3 PLANE AXIAL MCMAHAN BAKER FFOEREF, INC. ASSOCIATED : GROCERS — .ELT LOAD' ID COUD . 40 ..1 —5.62 PAGE 4 PROGPAM:SAP90 /FILE:GRIDEF.F3F GRID LINE ESHEARWALLWITH WALL. OPENINGS M ' E N T F O R C E 1 -2 PLANE 1-73 PLANE: AXIAL .,AXIAL DIST FORCE ENDI: .SHEAF MOMENT SHEAR: MOMENT 'TORO '41 44 42' • o 166.0 —6.39 142 0 5 .__ 7.17 7.17 59. 5 9 .0 —.49 . 142.00. 7. 49 - -709 99 175.58 ▪ 0" - 28 21.98. 142.0 .28 — 18.00 w r e .0, .19 1.6= 142'. 0 .19 —14Yc ' —1.6 — 1077.81 111.65: 5647' 6 11..56 3 . - 58Yti,5 $4$i $$ . $$ $$ $$ $$ $$ $$ $$ $$ } $$ $$ $$ $`•1 $$ $$ $$ i�i��i $ $$$$ .$$$$$$$$ $ `� $$$$$ �} 1� �} $$$ .. $$$$$ $$$$. $$ $$ ". $$ �} $$ $$ $$ $$ $$ . :. $$ ', $$ $ $$ $$ $$ H $$$$$$$$$$ $ $$ $$ .. $$$$$$$$$$ $$$$$$$$$$ $$$$$$$$ $$ $$ $$ >$$$$$$$ $$$$$$$ STRUCTURAL ANALYSIS. PROGRAMS : VE ., . C� Copyright (C) 1970 -1988` EDWARD .L WILSON' • A11 rights : repervEd PAGE ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS McMAHAN BAKER FROERER, INC. SHELL ELEMENT FORCES MEMBRANE FORCES ARE IN FORCE PER UNIT LENGTH BENDING MOMENTS ARE IN MOMENTS PER UNIT LENGTH ELEMENT ID 1 LOAD COND JOINT 611 1 4.4591E-02 5 2.3114E_03 2 5.4446E-02 6 1.2166E-02 JOINT M11 1 0.0000E+00 5 ELEMENT ID • 7 JOINT 2 6 3 7 0°0000E+00 2 0.0000E+00 6 0°0000E+00 2 LOAD COND 1 JOINT S11 2 2.8947E-02 6 1.5941E-02 3 1.2593E-02 -4,1319E-04 M11 0"0000E+00 0.00U0E+00 0.0000E+00 0.0000E+00 ELEMENT ID LOAD COND 1 JOINT S11 3 5.1083E-03 7 -2.7325E-03 4 ~1.3219E-01 8 -1.4003E-01 JOINT M11 3 0.0000E+00 7 0.0000E+00 4 0°0000E+00 8 0.0000Ef00 ELEMENT ID 4 LOAD COND 1 JOINT S11 6 8.3305E-02 10 6.9417E-02 ` 7 -3.2458E-03 11 -1.7133E-02 1 --�--------------------- 'S22 2.9727E-01 1.5409E-02 2.9875E-01 1.6888E-02 M22 0.0000E+00 0.0O00E+00 0,0000E+00 0.0000E+00 622 1.2876E-01 4.2049E-02 1.2631E-01 3.9596E-03 M22 0.00O0E+00 0.0000E+00 0.0000E+00 0.0000E+00 622 7.6406E-02 2.4134E-02 5.S811E-02 3°5398E-03 M22 0.0000E+00 0"0000Ef00 0.0000E+00 0.0000E+00 822 5.2154E-02 -4.0428E-02 3.9171E-02 -5.3411E-02 612 1.8587E-01 6.5068E-02 1.6131E-01 4.0513E-02 M12 0.0000E+00 0.0000E+00 0.0000E+00 0°0000E+00 S12 4.8472E-02 9.9033E-02 2.6285E-02 7.6846E-02 M12 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 612 1.8488E-02 8.3671E-[2 7.0464E-02 1.3565E-01 M12 0,0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 612 1.8717E-01 1.5669E-01 1.1955E~01 8.9075E-02 Fmax 3.9567E-01 7.4257E-02 3.7894E-01 5.5109E-02 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0080Ef0O Fmax 1.4842E-01 1.2888E-01 1.3209E-U1 9.8999E-02 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 8.0915E-U2 9.5443E~02 7°9290E-02 8.5225E-02 Mmax 0,0000E+00 0.0000E+00 0,0000E+00 0.0000E+00 Fmin -5.3811E-02 -5-6536E-02 -2.5746E-02 -2.6055E-02 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+O0 Fmin 9.2824E-03 -7.0894E-02 6.8116E-03 -5.9816E-02 Mmin 0,V000E+00 0.0000E+00 0.0000E+00 0,000VE+00 Fmin 5.9931E-04 -7.4041E-02 -1.5567E-01 -2.2171E-01 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0,0000F+00 Fmax Fmin 2"5554E-01 -1.2008E~01 1.8053E-01 -1.5155E-01 1.3938E-01 -1.0345E-01 5.5631E-()2 -1.2617E-01 ANGLE 62.10 47.87 63.57 46.67 ANGLE .0U .00 .00 . ANGLE 67.92 48.75 77.59 52.30 ANGLE °00 .00 .00 "00' ANGLE 78.29 49.56 71,57 58.94 ANGLE .00 .0o ,00 .00 ANGLE 42.62 35.34 • 50.03 39.25 McMAHAN BAKER FROERER, ASSOCIATED GROCERS - GRID LINE E SHELL ELEMENT ELEMENT ID 4 JOINT M11 6 10 7 11 0.0000E+00 0.0000E+00 0.0000E+00 0°0D00E+00 ELEMENT ID 5 LOAD COND 1 JOINT S11 7 -5.5651E-03 11 -1.1023E-02 8 -7.0611E-02 12 -7.6070E-02 JOINT M11 7 0.0000E+00 11 0.0000E+00 8 0.0000E+00 12 0^0000E+00 ELEMENT ID 6 LOAD COND 1 JOINT S11 9 4.3771E-Q3 13 -1.7259E-02 10 5~0070E~02 14 2.8433E-02 JOINT M11 9 0.0000E+00 13 0.0000E+00 10 0°000E+00 14 0.0000E+00 ELEMENT ID 7 LOAD COND 1 JOINT 011 10 3.7891E-02 14 4.5149E-02 11 5°8133E-03 15 1.3072E-02 JOINT M11 10 0.0000E+00 14 0.0000E+00 11 0.0000E+00 15 0.0000E+00 ELEMENT ID 8 LOAD COND 1 JOINT G11 11 1.1923E-02 15 1.4710E-02 12 -8.9811E-02 16 -8.7024E-02 INC. M22 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 S22 2.3709E-02 -1.2680E-02 1.3952E-02 -2.2437E-02 M22 0.0000E+00 0°0000E+00 0"0000E+00 0.0000E+00 S22 2.9181E-02 -1.1506E-01 3.6035E-02 -1.0821E-01 M22 0.0000E+00 0.0000E+00 0.0000E+00 S22 -4.5157E-02 3.2321E-03 -4.9969E-02 -1.5795E-03 M22 0~0000E+00 0.0000E+00 0"0000E+00 0.0000E+00 S22 -9.2380E-03 9.3416E-03 -2.4498E-02 -5.9184E_03 SHEARWALL WITH FORCES M12 0.0000E+00 0.0000E+00 0.0000E+00 0.O000E+00 S12 1.2637E-01 9.4779E-02 1.l053E-01 7.8940E-D2 M12 0.0000E+00 0.00U0E+00 0.0000E+00 0.00D0E+00 G12 9.4289E-U2 1.4442E-01 1.7965E-01 2.2977E-01 M12 0.00UOE+00 0"0000E+00 0,0000E+00 0.0000E+00 S12 1.1909E-01 7.30:9E-02 8.4586E-02 3.8534E-02 M12 0.0000E+00 0.0000E+00 0,0000E+00 0.0000E+00 S12 9.0291E-02 4.6690E-02 1.1492E-01 7.1323E-02 Mmax 0.0000E+0O 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 1.3629E-01 8.2931E~02 9.0015E-02 3.411BE-02 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 1.1188E-01 8.6311E-02 2.2283E-01 1.9983E-01 Mmax 0,0000Ef00 0.00O0E+00 0.0000E+O0 0.0000E+0U Fmax 1.2249E-01 1.0018E-01 6.6988E-02 4.4970E-02 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 9.2251E-02 5.8797E-02 6.2317E-02 3.5573E-02 PROGRAM:SAP90/FILE:GRIDEF.F4F WALL OPENINGS Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -1.1815E-01 -1.0663E-01 -1.4667E-01 -1.3262E-01 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -7.8322E-02 -2.1863E-01 -1.3673E-01 _2.7960E-01 Mmin 0.0000E+00 0°0000E+00 0.0000E+00 0.0D00E+00 Fmin -1.2976E-01 -5.1796E-02 -1.1114E-01 -3.3478E-02 Mmin 0,0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -8.9566E-02 -3.4742E-02 -1.7663E-01 7-1.2852E-01 'PAGE ANGLE . 00 .00 . 00 .00 ANGLE 48.30 44.75 55.47 54.38 ANGLE .00 . 00 .00 .00 ANGLE 48.75 35.65 43.88 36.72 ANGLE ,00 . 00 .00 .00 ANGLE 35.39 36.99 35.88 39.62 ANGLE . 00 . 00 .O0 .00 ANGLE 41.66 43.36 52.93 59.81 2 McMAHAN BAKER FROERER, INC. PAGE 3 ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS SHELL ELEMENT FORCES ELEMENT 31) 8 JOINT M11 11 0.0000E+00 15 0.0000E+00 12 0.00002+00 16 0.0000E+00 ELEMENT ID 9 LOAD COND 1 JOINT 311 14 2.8628E-01 18 2.8680E-01 15 -3.9386E-03 19 -3.4197E-03 JOINT M11 14 0.0000Ef00 1Q 0.0000E+00 15 0.0000E+00 19 0.0000E+00 ELEMENT ID LOAD COND JOINT S11 15 -2,3004E-03 19 -2.6071E-03 16 -1.9359E_01 20 -1.9390E-01 JOINT M11 '15 0.0000E+00 19 0°0000E+00 16 0.0000E+00 20 0.0000E+00 10 ELEMENT ID 11 LOAD COND 1 JOINT 311 10 -9.6281E-02 22-1.0112E-01 19 5.9369E-03 23 1.0993E-03 JOINT M11 18 0.0000E+00 22 0.0000E+00 19 0.0000E+00 23 0.0000E+00 ELEMENT ID 12 LOAD COND 1 JOINT S11 19 6.7495E-03 73 4.8762E-03 20 1.0931E-01 24 1.0744E-01 M22 0.0000E+00 0.0000E+0d 0.0000E+00 0.0000E+00 S22 3.9402E-02 4.2861E-02 -4.1311E-{[3 -6.7214E-04 M22 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 S22 6.7901E-03 4.7451E-03 -2.1904E-02 -2.3949E-02 M22 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 S22 -1.4601E-02 -4.6852E-02 7.3136E-04 -3.1519E-02 M22 0,0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 S22 6.1486E-07 -6.3399E-03 2.1532E-02 M12 0.0000E+00 0.0000E+00 0.0000E+00 S12 1.1040E-01 3.7394E-02 1.3065E-01 5.7641E-02 M12 0.0000E+00 0.0000E+00 0.0000E+00 0.0000Ef00 S12 1.3880E-01 6.9985E-02 7.7237E-02 8.4199E-03 M12 0.0000E+00 0.0D00E+00 0.0000E+00 0.0000E+00 812 1.2950E-01 6.3676E-02 1.0042E-01 3.4603E-02 M12 0.O000E+00 0.0000E+00 0.0000E+00 0,0000E+00 S12 1.1277E-01 9.2619E-02 5.8545E-02 3.8395E-02 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 3.2845E-01 2.9241E-01 1.2661E-01 5.5612E-02 Mmax 0.0000E+00 0.0000E+00 O.0000E+00 0.0000E+00 Fmax 1.4112E-01 7.1151E-02 7.7282E-03 -2.3533E-02 Mmax 0.0U00E+00 0.0000E+00 0.0000E+00 0,0000E+00 Fmax 8.0342E-02 -4.7696E-03 1.0379E-01 2.3044E-02 Mmax 0.0000E+00 0.0000E+00 0°0000E+00 0.0000E+00 Fmax 1.1922E-01 9.2057E-02 1.7859E-01 1.2065E-01 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -2.7634E-03 3.7258E-02 -1.3468E-01 -5.9704E-02 Mmin 0.0000E+00 0.0000E+0O 0.0000E+00 0.O000E+00 Fmin -1.3663E-01 -6.9013E-02 -2.2323E-01 -1.9432E-01 Mmin 0°0000E+00 0.0000E+00 0,0000E+00 0,000DE+00 Fmin -1.9123E-01 -1.4320E-01 -9.7124E-02 -5.3464E-02 Mmin 0.0000E+00 0.0000E+O0 0.0000Ef00 0.0000E+00 Fmin -1.0632E-01 -9.3520E-02 -7.7479E-03 -4.1655E-03 ANGLE .00 .00 .00 .00 ANGLE 20.90 8.52 44.98 45.68 ANGLE . 00 .O0 . 00 .00 ANGLE 45.94 46.50 69.01 87.17 ANGLE .00 .00 . 00 .00 ANGLE 53.75 56.54 44.26 32.38 ANGLE . 00 . 00 . 00 . 00 ANGLE 44.92 43.27 26.57 18.99 McMAHAN BAKER FROERER, INC. ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH SHELL ELEMENT FORCES ELEMENT ID JOINT 19 ELEMENT ID LOAD COND JOINT rn 26 23 27 JOINT 12 M11 0.0000E+00 23 0.0000E+00 20 0.0000E400 24 0.0000E+00 22 26 23 27 S11 1.5833E-01 1.6327E-01 1.9918E-02 2.4858E-02 M11 0.0000E+00 0.0000E+00 0.0000E+0O ELEMENT ID 14 LOAD COND 1 - JOINT 911 23 2.3695E-02 27 2.3828E-02 24_1.3159E-01 20 _1.3146E-01 JOINT M11 23 0.0000E+00 27 0.0000E+00 24 0.0000E+00 28 0.0000E+00 ELEMENT ID 15 LOAD COND 1 ' JOINT 811 26 -1.4615E-01 30 -1.4754E-01 27 -2.5453E-03 31 -3.9296E-03 JOINT M11 26 0.0000E+00 30 0.0000E+00 27 0.0000E+00 31 0.0000E+00 ELEMENT ID LOAD COND JOINT 27 31 28 16 M22 0.0000E+00 0.0000E+00 0.0000E+00 0.0D00E+00 13 1 S22 -7.9340E-03 2.5000E-02 -2.8696E-02 4.2373E-03 M22 0°0000E+00 0.0000E+00 0.00O0E+0D 0,0000E+00 S22 -3.5171E-03 -2.6314E-03 -2.6810E-02 -2.5924E-02 M22 0,0000E+00 0.0000E+00 0^0000E+00 0.00{0E+00 922 -2.1414E-02 -3.0644E-02 1.2676E-04 -9.1024E-03 M22 O.0000E+O0 0.0000E+00 0.00D0E+00 0.0000E+0D S11 922 -3.5756E-03 -6.7419E-03 -2.9865E-03 -2.8150E-03 1.4916E-01 1.6168E-02 1.4975E-01 2.0095E-02 M12 0.0000E+0D D.0000E+00 0.0000E+0O 0.0O00E+00 S12 5.0179E-02 6.2463E-02 4.0812E-02 5.3096E-02 M12 0.0000E+00 0.O000E+00 0.0000E+00 0.0000E+00 '----------------------- S12 9.8827E-02 5.8422E_02 6.913RE-02 2.8733E-02 M12 0.0000E+00 D.0000E+00 0,0000E+00 0.0000E+00 S12 8.3341E-02 7.1794E-02 4.3402E-02 3.1855E-02 M12 0.0000E+00 0.0000E+00 0.0000E+00 0.0008E+00 S12 4.8728E-02 8.0174E-02 3.5464E-02 6.6910E-02 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 1.7230E-01 1.8731E-01 4.3113E-02 6.8636E-02 Mmax 0,0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 1.0985E-01 7.0500E_02 7.5459E-03 -1.8608E~02 Mmax 0.o000E+00 0,0000E+0O 0.0000E+00 0.U0D0E+00 Fmax 2.0311E-02 3.4860E-03 4.2214E-02 2.5444E-02 Mmax 0.0000E+00 0.0000E+00 0.00O0E+00 0.0O00E+0O Fmax 4.3595E_02 7.7273E-02 1.5802E-01 1.7808E-01 PAGE 4 PROGRAM:SAP90/FILE:GRIDEF.F4F WALL OPENINGS Mmin 0°0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -2.1904E-02 9.6153E-04 -5.1891E-02 -3.9540E-02 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -8.9670E-02 -4.9303E-02 -1.6594E-01 -1.3877E-01 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -1.8788E-01 -1.8167E-01 -4.4632E-02 -3.8476E-02 Mmin 0.0000E+00 0.0000E+00 0.0O00E+00 0°0000E+00 Fmin -5.3912E~02 -8.3075E-02 7.3023E-03 -8.2417E-03 ANGLE . 00 . 00 . 00 . 00 ANGLE 15.56 21.05 29.61 39.51 ANGLE . D0 .00 . 00 .00 ANGLE 41.08 38.62 63.58 75.72 ANGLE . 00 .00 "00 . 00 ANGLE 63.41 64.57 45.88 42.68 ANGLE . U0 .00 .00 .0O ANGLE 44.07 45.03 14.04 22.95 McMAHAN BAKER FROERER, INC. ASSOCIATED GROCERS - GRID LINE E SHEARWALL SHELL ELEMENT ELEMENT ID 16 JOINT M11 27 31 28 32 ELEMENT ID 17 LOAD COND 1 JOINT 30 34 31 35 JOINT 30 34 31 • 35 0.000DE+00 0.0000E+00 0.0000E+00 0.0000E+00 S11 1.4497E-01 1.4631E-01 1.0966E-02 i.2306E-02 M11 0.0000E+00 0.0000E+00 0.0000E+00 O.0000E+00 JOINT 011 31 1.1909E-02 35 1.2107E-02 32 ~1.2691E-01 36 -1°2671E-01 JOINT M11 31 0.0000E+00 75 0"0000E+00 32 0.0000E+00 36 0,0000E+00 ELEMENT ID 19 LOAD COND 1 JOINT G11 34 -1.4210E-01 38 -1.4215E-01 35 -8.2259E-03 39 -8.2760E-03 JOINT M11 34 0.0000E+00 38 0.0000E+00 35 0.0000Ef00 39 0.0000E+00 ELEMENT ID 20 LOAD COND 1 JOINT S11 35 -8.4241E-03 39 -8.2376E-03 36 1.3813E-01 40 1.3832E-01 M22 0.0000E+00 0.0000E+00 0.0000E+00 0.00O0E+00 S22 1.3232E-02 2.2163E-02 -6.8680E-03 2.0631E-03 M22 0.0000E+00 0.0000E+00 0.0000E400 0.0000E+0D S22 -5.8066E-04 7.4152E-04 -2.1403E-02 -2.0081E-02 0.0000E+00 0~0000E+00 0.0000E+00 0.0000E+00 92" -2.1098E-02 -2.1432E-02 -1.0166E-03 -1.3510E-03 M22 0.0000E+00 0.0000E+00 0"0000E+00 0.0000E+00 S22 -2.3382E-03 -1.0946E-03 1.9645E-02 2.0889E-02 FORCES M12 0.0O00E+00 0.0000E+00 0.0000E+00 0.0000E+00 S12 6.6400E-02 6.7362E-02 2.9960E-02 3.0922E-02 M12 0.0000E+00 0.0000E+00 0.D000E+00 0.0000E+00 ELEMENT ID 18 ---------- LOAD COND 1 ------------------------ S12 7.8279E-02 3.7805E-02 6.9850E-02 2.9375E-02 M12 0°0000E+00 0.0000E+O0 0.0000E+00 0.0000E+00 S12 7.3293E-02 5.932BE-02 3.9228E-02 2.5263E-02 M12 D.0000E+00 0.0000E+00 0~0000E+00 0.0000E+00 S12 4.6110E-02 6.5587E-02 4.0B33E-02 WITH Mmax 0.D000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 1.7263E-01 1.7583E-01 3.3308E-02 3.8528E-02 Mmax 0.0000E+00 0.0000Ef00 0.0000E+00 0.0000E+00 Fmax 8.4192E-02 4.4654E-02 1.3376E-02 -1.2524E~02 Mmax 0.0000E+00 0"0000E+00 0.0000Et1)0 0.0000E+00 Fmax 1.3439E-02 2.8434E-03 3.4772E-02 2.0685E-02 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 4.0830E-02 6.1018E-02 1.5084E-01 PAGE 5 PROGRAM:SAP90/FILE:GRIDEF.F4F WALL OPENINGS Mmin 0.0000E+00 0.0000E+O0 0.0000E+00 0.0000E+00 Fmin -1.4429E-02 -7.3651E-03 -2.9210E-02 -2.4159E-02 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -7.2863E-02 -3.1805E-02 -1.6169E-01 -1.3427E-01 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -1.7664E-01 -1.6643E-01 -4.4014E-02 -3.0312E-02 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -5.1592E-02 -7.0351E-02 6.9363E-03 -4.5673E-03 ANGLE . 00 .0D . 00 • .00 ANGLE 22.62 23.67 36.71 40.30 ANGLE .00 .00 . 00 . 00 ANGLE 42.72 40.73 63.53 75.57 ANGLE .00 .00 .00 .O0 ANGLE 64.77 67.75 47.63 48.90 ANGLE ,00 . 00 .00 ANGLE 46.89 46.56 17.29 22.88 McMAHAN BAKER FROERER, INC. ASSOCIATED GROCERS SHELL ELE ELEMENT ID 20 JOINT M11 35 0.0000E+00 39 0.0000E+00 36 0.0000E+00 40 0.0000E+00 ELEMENT ID LOAD COND JOINT 811 38 1.3639E-01 42 39 43 JOINT 38 42 39 43 1.3650E-01 3.6370E-03 3.7485E-03 M11 0.0000E+00 0.0000E+00 D.0000E+O0 0.00U0E+0O ELEMENT ID 22 LOAD COND 1 JOINT 811 39 3.6755E-03 43 3.8814E-03 40 -1.4139E-01 44 -1.4119E-01 JOINT M11 39 0,0000E+00 43 0°0000E+00 40 0"0000E+00 44 0.0080E+00 ELEMENT ID 23 LOAD COND 1 JOINT 811 42 -1^4907E-01 46 -1.4884E-01 43 _1.6626E-02 47 -1.5591E-02 JOINT M11 42 0.0000E+00 46 0.0000E+00 43 0.0000E+00 47 0.0000E+00 ELEMENT ID 24 LOAD COND � JOINT 811 43 -1.6493E-02 47 -1.6341E-02 44 1.2318E-01 48 1.2333E-01 - GRID LINE MENT F M22 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 21 822 2.D349E-02 2.1092E-02 4.3597E-04 1.1790E-03 M22 0.0000E+00 0.0000E+00 0.00O0E+00 O.0000E+00 S22 6.9235E-04 2.0650E~03 -2.1068E-02 -1.9695E-02 M22 0.0D00E+00 0.0000E+00 0.0000E+00 0.0000E+0U 822 -2.1864E-02 -1.4963E-02 -1.8771E-03 5.0239E-03 M22 0.0000E+00 0.0000E+00 0.0000E+0O 0.0000E+00 S22 -9.9118E-04 2.2276E-05 1.9960E-02 2.0973E-02 E SHEARWALL ORCES M12 0.0000E+00 0"D000E+00 0.0000E+00 0.0000E+00 812 5.8216E-02 7.3181E-02 2.4419E-02 3.9385E-02 M12 0.0000E+00 O.0000E+00 0.0000E+00 0.0000E+00 812 6.4744E-02 4.6424E-02 5.9820E-02 4.1500E-02 M12 0.0000E+00 0.0000E+00 0"0000E+00 0.0O00E+00 S12 6.6555E-02 6.7219E-02 2.9783E-02 3.0447E-02 M12 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+0O 812 3.6821E-02 7.7623E-02 2.9220E-02 7.0021E~02 PAGE 6 PROGRAM:SAP90/FILE:GRIDEF.F4F WITH WALL OPENINGS Mmax U.0000E+00 U"0000E+00 U.0000E+00 0.0000E+00 Fmax 1.6O56E-01 1.7199E-01 2.6508E-02 4.1870E-02 Mmax 0.0000E+00 0~0000E+00 0.0000E+00 0.0000E+00 Fmax 6.6945E-02 4.9406E-02 3.6106E-03 -6.8727E-03 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0"00U0E+00 Fmax 6.4685E-03 1.2963E-02 2.1431E-02 2.6861E-02 Mmax 0.0000E+00 U,0000E+00 0.0000E+00 0.0000E+00 Fmax 2.8886E-02 6.9894E-A2 1.3088E-01 1.5888E-01 Mmin 0.0000E+0b 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -3.8215E-03 -1.4398E-02 -2.2435E-02 -3.6942E-02 Mmin 0.0O00E+00 0.0000E+00 0.0O00E+00 0.0000E+00 Fmin -6.2577E-02 -4.3460E-02 -1.6607E-01 -1.5401E-01 Mmin 0.0000E+00 0.0000E+00 0"0000E+00 0.0000E+00 Fmin -1.7820E-01 -1.7676E-01 -3.9934E-02 -3.7428E-02 Mmin 0.0000E+00 0"O000E+00 0.0000E+00 0.0000E+00 Fmin -4.6370E-02 -8.6212E-02 1.2262E-02 -1.4578E-02 ANGLE . 00 .00 . 00 .00 ANGLE 22.55 25.87 43.13 44.07 ANGLE .00 . 00 .00 .00 ANGLE 44.34 44.44 67.58 72.83 ANGLE . 00 .00 .00 .00 ANGLE 66.94 67.44 51.95 54.35 ANGLE . 00 . 00 .00 . U0 ANGLE 50.94 48.01 14.76 26.92 ELEMENT ID LOAD COND JOINT 46 47 51, 48 52 McMAHAN BAKER FROERER, INC. ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH SHELL ELEMENT ELEMENT ID 24 JOINT M11 43 0.0000E+00 47 0.0000E+00 44 0.0000E+00 48 0.0000E+00 811 1.4090E-01 50 1.3983E-01 47 -1.3174E-03 51 -2.3901E-03 JOINT M11 46 0.0000E+00 50 0,0000E+00 47 0°0000E+00 51 0^0000E+00 ELEMENT ID 26 LOAD COND 1 JOINT 811 47 -2.0677E-03 51 ~1.4641E-03 48 -1.5437E-01 52 -1.5376E-01 JOINT M11 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 ELEMENT ID 27 LOAD COND 1 JOINT 811 50 -1,6185E-01 54 -1.5769E-01 51 -2.9168E-02 55 -2.5002E-02 JOINT M11 50 0°0000E+00 54 0.0000E+00 51 0.0000E+00 55 0.0000E+00 ELEMENT ID 28 LOAD COND JOINT 811 51-2°8242E-02 55 -2.8163E-02 52 1.'2361E-01 56 1.2368E-01 25 ------------------------ 1 - M22 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 04.4- 2.8497E-02 2.1346E-02 7.1649E-03 1.3667E-05 M22 0.0000E+00 0.0000E+00 0.O000E+00 0.0000E+00 822 2.1633E-03 6.1867E-03 -2.0682E-02 -1.6658E-02 M22 0.0000E+00 0.0000E+00 0.0000Ef00 0"0000E+00 822 -2.3906E-02 3.8685E-03 -4"0030E-03 2.3771E-02 M22 0.0000E+00 0^0000E+00 0.0000E+00 0.0000E+00 822 2.1701E-03 2.6928E-03 2.4947E-02 2.5470E-02 FORCES M12 0.0000E+00 0.0000E+00 0.0000E+00 0.0000Ef00 812 6.9742E-02 8.0517E-02 3.0442E-02 4.1217E-02 M12 0.0000E+00 0.0000E+00 0°0000E+00 0.0000E+00 812 7.7618E-02 4.6942E-O2 6.6640E-02 3.5967E-02 M12 0.0000E+00 0.0000E+00 0~0000E+00 0.0000E+U0 812 6.2411E-02 5.1248E-02 4.9659E-02 3.8497E-02 M12 0.O000E+00 0.0000E+00 0.0000E+00 0.0000E+00 S12 5.5385E-02 9.3769E-02 2.9864E-02 6.8249E-02 Mmax U.000DE+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 1.7427E-01 1.8055E-01 3.3660E~02 4.0046E-02 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 7.7695E-02 4.9459E~02 6.8620E-03 -7.7976E~03 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0^0000E+00 Fmax 1.3984E-04 1.8754E-02 3.4643E-02 4.4955E-02 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 4.4398E-02 8.2295E-02 1.3194E_01 1.5866E_01 PAGE 7 PROGRAM:SAP90/FILE:GRIDEF.F4F WALL OPENINGS Mmin 0.0000E+00 0.0000Ef00 0.0000E+00 0.0000E+00 Fmin -4.8706E-03 -1.9376E-02 -2.7813E-02 -4.2422E-02 Mmin 0.0000E+00 0.0000E+00 0.0000Ef00 0.0000E+00 Fmin -7.7599E-02 -4.4736E-02 -1.8191E-01 -1.6262E-01 Mmin 0°0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -1.8590E-01 -1.7257E-01 -6.7814E-02 -4.6186E-02 Mmin 0.00D0E+00 0.0000E+00 0"0000E+00 0,0000E+00 Fmin -7.0470E-02 -1.0777E-01 1 -9.5034E-03 ANGLE ,00 .O0 ,D0 .00 ANGLE 25.57 26.83 48.97 45.84 ANGLE . 00 . 00 .00 . 00 ANGLE 45.78 47.33 67.54 76.16 ANGLE .00 .00 .00 . 00 ANGLE 68.93 73.80 52.11 61.18 ANGLE ,00 .00 . 00 .00 ANGLE 52.68 49.67 15.60 27.13 McMAHAN BAKER FROERER, INC. ASSOCIATED GROCERS - GRID SHELL ELEMENT ELEMENT ID 28 JOINT M11 51 0.0000E+00 55 0.00O0E+00 52 56 ELEMENT ID LOAD COND JOINT 54 58 55 59 JOINT 54 58 55 59 ELEMENT ID LOAD COND JOINT 55 59 56 60 JOINT 55 59 56 60 ELEMENT ID LOAD COND JOINT 58 62 59 63 JOINT 58 62 59 63 0,0000E+00 0.8000E+00 29 G11 1.UO29E-01 9.6122E-02 -7.3597E-03 -1.1531E-02 M11 0.0000E+00 0.0000E+00 0.000DE+00 0.O000E+00 S11 -1.0521E-02 -1.2245E-02 -1,2131E-01 -1.2303E-01 M11 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 31 S11 -2.7000E-01 -2.7042E-01 -1.6467E-03 -2.0643E-03 M11 0.0000E+00 0.0000E+00 0.0000E+00 0.00U0E+00 ELEMENT ID 32 LOAD COND 1 ' JOINT S11 59 -2.3607E-03 63 -2.8886E-03 60 1.7048E-01 64 1.6995E-01 M22 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 S22 4.2565E-02 1.4757E-02 2.6417E-02 -1.3913E-03 M22 0~0000E+00 0.O000E+00 0.0000E+00 U.0000E+00 S22 5.3391E-03 -6.1510E-03 -1.1279E-02 -2.2769E-02 M22 0"0000Ef00 0^0000E+D0 0.0000E+00 0^0000E+00 S22 -4^0162E-02 -4.2946E-02 9.1322E-05 ~2.6928E-03 M22 0.0000E+00 0.0000E+00 0.0000E+D0 0.0000E+00 S22 -4.6684E-03 -8°1880E-03 2.1257E-02 1.7738E-02 PAGE 8 PROGRAM:SAP90/FILE:GRIDEF.F4F LINE E SHEARWALL WITH WALL OPENINGS FORCES M12 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 S12 6.1273E-02 1.2096E-01 3.1450E-02 9.1134E-02 M12 0.0D00E+00 0.0000E+00 0.0000E+00 0,0000E+00 30 -----�----_-------�----- 812 8.6723E-02 1.0347E-01 4.0233E-02 5.6983E_02 M12 0,0000E+00 0.0000E+00 0,0000E+00 0.0000E+00 812 4.0052E-02 1.0918E-01 5.0641E-02 1.1977E-01 M12 0.0000E+00 0.0000E+U0 0.0000E+00 0.0000E+00 S12 6.2979E-02 1.2397E-01 1.2324E-02 7.3311E-02 • Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 1.3916E-01 1.8305E-01 4.5226E-02 8.4814E-02 Mmax 0.0000E+DO 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 8.4493E-02 9.4319E-02 1.8622E-03 2.9946E-03 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax -3.3382E-02 9.7757E-04 4.987OE-02 1.1739E-01 Mmax 0.0000E+00 0.0000Ef00 0.0000E+00 0,0D00E+00 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin 3.6979E-03 -7.2176E-02 -2.6169E-02 -9.7736E-02 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -8.9676E-02 -1.1272E-01 -1.3445E-01 -1.4880E-01 Mmin 0.000DE+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -2.7678E-01 -3.1434E-01 -5.1426E-02 -1.2215E-01 Mmin 0,0000E+0O 0.0000E+00 0"0000E+00 0.0000E+00 Fmax Pmin 5.9475E-02 -6.6504E-02 1.1846E-01 -1.2953E-01 1.7149E-01 2.0246E-02 1.9952E-01 ~1.1828E-02 ANGLE . 00 . 00 .00 .00 ANGLE 32.39 35.71 59.12 46.59 ANGLE .00 . 00 .00 . 00 ANGLE 47.61 45.84 71.91 65.67 ANGLE . 00 . 00 .00 . 00 ANGLE 80.39 68.09 45~49 44.93 ANGLE .00 . 00 "00 . 00 ANGLE 44.40 44.39 4.69 21.96 McMAHAN SHELL BAKER FROERER, INC. ASSOCIATED GROCERS - GRID LINE ELEMENT ID 32 JOINT M11 59 0.0000E+00 63 0.0000E+00 80 0.0000E+00 64 0.0000E+00 ELEMENT ID 33 LOAD COND 1 JOINT S11 61 1.6211E-02 65 -3.9485E-03 62 -7.5549E-03 66 -2.7714E-02 JOINT M11 61 0.0000E+00 65 0.0000E+00 62 0.0000E+00 66 0.0000E+00 ELEMENT ID 34 LOAD COND 1 JOINT S11 62 -2.4132E-02 66 -1.5185E-02 63 -1.7813E-02 67 -8.8657E-03 JOINT M11 62 66 63 67 0.0000E+00 0,0000E+D0 0.0000E+00 0.0000E+00 ELEMENT ID 35 ELEMENT ID 36 ELEMENT M22 0.0000E+00 0.0000E+00 0^0000E+00 0.0000E+00 S22 1.0807E-01 -2.6323E-02 1,D451E-01 -2.9888E-02 M22 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E400 LOAD COND 1 ------------ JOINT S11 922 63 -1.8637E-02 -1.0550E-02 67 -1.5177E-02 1.2517E-02 64 3.9934E-02 -1.7645E-03 68 4.3394E-02 2.1302E-02 JOINT M11 M22 63 0.0000E+00 0.0000E+00 67 0.0000E+00 0.0000E+00 64 0.0000E+00 0.0000E+00 68 0.0000E+00 0.0000E+00 LOAD COND 1 ---~-------_ JOINT S11 G22 66 1.3398E-02 5.7930E-02 70 -2.8628E-03 -5.0476E-02 67 1.0939E-02 5.7561E-02 71 -5.3218E-03 -5.0845E-02 E SHEARWALL WITH FORCES M12 0.0000E+00 0.0000E+00 0,0000E+00 812 1.4370E-01 9.6509E-02 2.4l90E-01 1.9471E-01 M12 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 ------------~----------- 822 -6.0029E-03 5.3643E-02 -5.0550E-03 5.4591E-02 M22 0.0000E+00 0^0000E+00 0.0000E+00 0.0000E+00 S12 7.6931E-02 1.0967E-01 2.8411E-02 6.1147E-02 M12 0.0000E+00 0°0000E+00 0.0000E+00 0.00U0E+00 --------- S12 3.2607E-02 6.5533E-02 7.7121E-02 1.1004E-01 M12 0.0000E+00 0.0000E+00 0.0000E+00 0~0000E+00 S12 1.9274E-01 1.8661E-01 8"5815E-02 7.9683E-02 Mmax 0.0000E+00 0.0000E+00 0.0O00E+O0 0.0000E+00 Fmax 2.1300E-01 8.2O19E-02 2.9678E-01 1.6591E-01 Mmax 0.0000E+00 0.O000E+00 0.0000E+00 0.0000E+00 Fmax 6.2396E-02 1.3417E-01 1.7684E-02 9.1751E-02 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 1.8263E-02 6.5640E-02 9.8975E-02 1.4294E-01 Mmax 0.0000E+00 0.00{0E+00 0.0000E+00 0.A000E+00 Fmax 2.2968E-01 1.6145E-01 1.2317E-01 5.4787E-02 PAGE 9 PROGRAM:SAP90/FILE:GR%DEF.F4F WALL OPENINGS Mmin 0.0000E+00 0.0000E+O0 0.0000E+00 0.0000E+00 Fmin -8.8715E-02 -1.1229E-01 -1.9982E-01 -2.2351E-01 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -9.2531E-02 -9.5712E~02 -4.0552E-02 -4.6026E-02 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -4.7450E-02 -6.8300E-02 -6.0805E-02 -7.8242E-02 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -1.5836E-01 -2.1479E-01 -5.4674E-02 -1.1095E-01 ANGLE .00 .00 . 00 . 00 ANGLE 53.86 41.69 51.52 44.84 ANGLE . D0 . 00 . 00 .00 ANGLE 48.36 53.71 51.33 58.71 ANGLE . 00 . 00 . 00 ,00 ANGLE 48.53 50.97 37.44 42.13 ANGLE .00 .0{ . 00 .00 ANGLE 48.30 41.37 52.60 37,03 McMAHAN BAKER FROERER, INC. ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH SHELL ELE ID36 ---------------~-------- ELEMENT JOINT M11 66 0.0000E+00 70 0.0000E+00 67 0.0000E+00 71 0.0000E+00 ELEMENT ID 37 LOAD COND 1 JOINT S11 67 4.6280E-03 71 1.2786E-04 60 -4.7576E-03 72 -9.2578E-03 JOINT~ M11 67 0.0000E+00 71 0.0000E+00 68 0.0000E+00 72 0.0000E+00 ELEMENT ID 38 LOAD COND 1 JOINT 011 69 6.7318E-03 73 -i.3851E-02 70 3.9726E-02 74 1.9143E~02 J[}%NT M11 69 0.0000E+00 73 0,0000E+00 70 0.0000E+00 74 0,0000E+00 ELEMENT ID 39 LOAD COND JOINT 811 70 2.5314E-02 74 3.3260E-02 71 2.4150E-02 75 3.2096E-02 JOINT M11 70 0.0000E+00 74 0.0000E+00 71 0.0000E+00 75 0.0000E+00 ELEMENT ID 40 LOAD COND 1 JOINT 611 71 2.9600E-02 75 3.2518E-02 72 -1.6923E-02 76 -1.4004E-02 MENT � M22 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 822 1.5487E-02 -1.4514E-02 1.4080E-02 -1.5922E-02 M22 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 S22 4.4879E-02 -9.2341E-02 4.9828E-02 -8.7392E-02 M22 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 S22 -4.6249E-02 6.7225E-03 -4.6424E-02 6.5479E-03 M22 0.0000E+00 0.00O0E+00 0.0000E+00 0.0000E+00 S22 -1.0093E-02 9.3622E-03 -1.7071E-02 2.3838E-03 ORCES M12 n.0000E+00 0.0000E+00 0.0000E+00 O.0000E+00 S12 9.0190E-02 9.6384E-02 9.D556E-02 9.6750E-02 M12 0.0000E+00 0.0000E+00 0.0000E+00 0,0000Ef00 612 1.9020E-01 2.1119E-01 1.4822E-01 1.6921E-01 M12 0.0000Ef00 0.0O00Ef00 0"0000E+00 0^0000E+00 1 ------�---~------------- S12 1.0468E-01 9.6087E-02 5.8722E-02 5.0130E-02 M12 O.0000E+00 0.0000E+00 O.0000E+00 0.0000E+U0 S12 7.5423E-02 4.7742E-02 9.5421E-02 6.7739E-02 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 1°D041E-01 8.9469E-02 9.5705E-02 8.4217E-02 Mmax 0.0000E+00 0,0000E+00 0.O000E+00 0.0000E+00 Fmax 2.1696E-01 1.6171E-01 1.9700E-01 1.4327E-01 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+0O Fmax 1.0016E~01 1.1699E-01 5.7372E-02 7°1054E-02 Mmax 0.000DE+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 8.7744E-02 7.0066E-02 7.8424E-02 62423E-02 PAGE 10 PROGRAM:SAP90/FILE:GRIDEF.F4F WALL OPENINGS Mmin 0.0000E+00 0.0000E+00 0.0000E+0U 0.0000E+00 Fmin -8.0296E-02 -1.0385E-01 -8.6383E-02 -1.0940E-01 Mmin 0.0000E+00 0.0000E+O0 0.0000E+D0 0.0000E+00 Fmin -1.6535E-01 -2.6791E-01 -1.0353E-01 ~2.1152E-01 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -1.2109E-01 -7.7008E-02 -7.9646E-02 -3.2410E-02 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -6.8237E-02 -2.8185E-02 -1.1242E-01 -7.4043E-02 ANGLE . 00 . 00 .00 . 00 ANGLE 46.72 42.83 47.97 44.01 ANGLE . 00 .00 . 00 °00 ANGLE 47.86 39.74 45.98 36.26 ANGLE . 00 .00 . 00 . 00 ANGLE 35.56 41.07 29.50 37.85 ANGLE .00 .00 .00 ANGLE 37.63 38.18 44.98 48.45 McMAHAN BAKER FROERER, INC. ASSOCIATED GROCERS - GRID LINE SHELL ELEMENT ID 40 JOINT 1111 71 0.0000E+00 75 0.0000E+00 72 0.0000E+00 76 0.0000E+00 ELEMENT ID 41 LOAD COND 1 JOINT S11 74 2.5921E-01 76 2.5935E-01 75 1.9054E-02 79 JOINT 74 78 75 79 1^9201E-02 M11 0.O000E+00 0.0000E+00 0°0000E+00 JOINT S11 75 1~9476E-02 79 1.9100E-02 76 -1.0771E-01 80 -1°0808E-01 JOINT M11 75 0.0000E+00 79 0.0000Ef00 76 0,0000E+00 80 0.0000E+00 ELEMENT ID 43 LOAD COND 1 JOINT 70 82 79 83 JOINT 78 82 79 83 S11 -8.5778E-02 -9.0351E-02 1.9419E-02 1.4846E-02 M11 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 ELEMENT M22 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 S22 4.0614E-02 4.1597E-02 4.5916E-03 5.5741E-03 M22 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 922 7.4059E-03 4.8997E-03 -1^1672E-02 -1.4178E-02 M22 0.0000E+00 0.0000E+00 0°0000E+00 D.0000E+00 S22 -1.0173E-02 -4.0660E-02 5.6U67E-03 -2.4881E-02 M22 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 ELEMENT ID 44 -------~---- LOAD COND 1 ------------ JOINT S11 022 79 1.9318E-02 4.9323E-03 83 1.7793E-02 -5.2351E-03 80 1.9147E-01 3.0755E-02 84 1.8994E-01 2.0587E-02 E SHEARWALL FORCES M12 0,0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 S12 1.022OE-01 3.4369E-02 1.3268E-01 6.4853E-02 M12 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 ELEMENT ID • 42 ----------- LOAD COND 1 -------------~�--~------ 812 1.3029E-01 7.7223E-02 6.4931E-02 1.1859E-02 M12 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 S12 1.8958E-01 4.8824E-02 1.0008E-01 3.9324E-02 M12 U.0000E+00 0.0000E+00 0.0000E+00 S12 1.1245E-01 1.0623E-01 5.4066E-02 WITH Mmax 0.0000E+00 0.0000E+0O 0.0000E+00 0.0000E+D0 Fmax 2.9954E-01 2.465E-01 1.4470E-01 7.7598E-02 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 1.4388E-01 8.9549E-02 2.1068E-02 -1.2703E-02 Mmax 0.0000E+D0 0.0000E400 0.00O0E+00 0.0000E+O0 Fmax 6.7946E-02 -1.0724E-02 1.1284E~01 3.9038E-02 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0O00E+00 Fmax 1.2481E-01 1.1317E-01 2.0796E-01 2. 52E-01 PAGE 11 PROGRAM:SAP90/FILE:GRIDEF.F4F WALL OPENINGS Mmin D.0000E+00 0.U000E+00 0.0000E+00 0.0000E+00 Fmin 2.7699E-04 3.6301E-02 -1.2106E-01 -5.2822E-02 Mmin O.0000E+00 0,0O00E+00 0.0000E+00 0.0000E+00 Fmin -1.1699E-01 -6.5549E-02 -1.4045E-01 -1.0956E-01 Mmin 0.000AE+00 0.U000E+00 0.0000E+00 0.0000E+00 Fmin -1.6390E-01 -1.2029E-01 -8.7809E-02 -4.9073E-02 Mmin 0.0000E+00 0.0000E+00 0.0000E+00 0.0000Ef00 Fmin -1^0056E-01 -1.0058E-21 1.4259E-02 8.0053E-03 ANGLE ,00 .00 .00 .00 ANGLE 21.54 8.76 43.44 42.00 ANGLE .0U .00 . 00 ,0U ANGLE 47..67 42.37 63.24 82.91 ANGLE . 00 . 00 .00 . 0O ANGLE 54.52 58.49 43.03 31.60 ANGLE . 00 . 00 . 00 .0O ANGLE 43.17 41.91 16.97 14.73 I McMAHAN BAKER FROERER, INC. ASSOCIATED GROCERS - GRID LINE E SHEARWALL SHELL ELEMENT FORCES ELEMENT ID JOINT M11 79 0.0000E+00 83 0"0000E+00 80 0.0000E+00 84 0.0000E+00 ELEMENT ID 45 LOAD COND 1 JOINT 82 86 83 87 JOINT 82 86 83 87 JOINT 83 87 84 88 811 6.7181E-02 7.3523E-02 2.4505E-02 3.0847E-02 M11 0.0000E+00 0.0000E+00 0.0000E+00 0,0000E+00 ELEMENT ID 46 LOAD COND 1 JOINT S11 83 2.7452E_02 87 2.5578E-02 84 -3.1671E-02 88 -3.3545E-02 M11 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 ELEMENT ID 47 LOAD COND 1 JOINT 811 06 -1.9313E-01 90 -2.0788E-01 87 -1.1599E-04 91 -1.4871E-02 JOINT M11 86 0.0000E+00 90 0.0000E+00 87 0.0000E+00 91 0.0000E+00 • 44 ---------_-------------- M22 0.0000E+00 0.0000E+D0 0.0000E+00 0.0000E+00 S22 -1.7030E-02 2.5252E-02 -2.3432E-02 1.8850E-02 M22 0.00O0Ef00 0.0000E+00 0.0D00E+00 0.0000E+00 822 -3.7862E-03 -1.6279E-02 -1.2655E-02 -2.5148E-02 M22 0.0U00E+00 O.0000E+00 0.0000E+00 0.0000E+00 S22 -1.4746E-02 -1.1311E-01 1.4206E-02 -8.4162E-02 M22 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 ELEMENT ID 48 LOAD COND 1 -r---------- JOINT 811 S22 87 -5.3854E-03 -2.0924E-02 91 -1.4169E-02 -7.9479E-02 88 3.7222E-01 3.5717E-02 92 3.6344E-01 -2.2838E-02 M12 O.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 S12 1.5871E-02 5.3757E-02 2.7754E-02 6.5640E-02 M12 0.0000E+00 0.0000E+00 0.0O00E+00 0.0000E+00 S1Z 9.4664E-02 1.0583E-01 4.2765E-02 5.3932E-02 M12 0.0000E+00 0.00O0E+00 0.0000E+00 0.0000E+00 S12 7.3842E-02 1.3822E-01 -3.1720E-02 3.2658E-02 M12 D.0000E+00 0.0000E+00 0.0000E+00 O.0000E+00 912 8.4695E-03 4.9383E-02 7.4221E-02 1.1513E-01 PAGE 12 PROGRAM:SAP90/FILE:GRIDEF.F4F WITH WALL OPENINGS Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 7.0U72E-02 1.0831E-01 3.7207E-02 9.0762E-02 Mmax 0.00D0E+00 0.0000E+00 0.0O00E+00 0.0000E+0D Fmax 1.0778E-01 1.1253E-01 2.1647E-02 2.4749E-02 Mmax 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmax 1.1854E-02 -1.4382E-02 3.9563E-02 -1.9052E-03 Mmax 0.0000E+00 0.0000E+00 0°0000E+0U 0.0000E+00 Fmax -1.6614E-03 1.238OE-02 3.8787E-0� 3.9515E-01 Mmin 0~0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -1.9922E-02 -9.5395E-03 -3.6134E-02 -4.1065E-02 Mmin 0.0000E+00 0.0000E+0O 0.0000E+00 0.0000E+00 Fmin -8.4111E-02 -1.0323E-01 -6.5973E-02 -8.3441E-02 Mmin 0.000UE+00 0.0000E+00 0.0000E+00 0.0000E+00 Fmin -2.1973E-01 -3.0661E-01 -2.5474E-02 -9.7128E-02 Mmin 0.0000E+00 0.0000E+00 0.O000E+00 0,0000E+00 Fmin -2.4648E-02 -1.0603E-01 2.0074E-02 -5.4552E-02 ANGLE .00 .00 . 00 .00 ANGLE 10.33 32.91 24.59 42.39 ANGLE .00 .00 . 00 .00 ANGLE 40.32 39.41 51.27 47.23 ANGLE .00 .00 .00 .00 ANGLE 70.19 54.46 -51.36 21.65 ANGLE .00 . . 00 . 00 ANGLE 23.73 28.26 11.90 15.40 v'. MCMAHAN BAKER FROERER, ASSOCIATED.. GROCER S H E L. L. E L. E l ELEMENT ID 48 JOINT:. Mil 87 . . "0.0000E + 91 0.0000E+00 88 0.0000E+00 92: 0,0000E400 PAGE :13 PROGRAM:SAP90 %F.ILEIGRIDEF.F -- GRID LINE: E.SHEARWALL WITH WALL OPENINGS M2 0:0000E+00 0.'0000E+00 O. c:000Ea -c :)c) 0 : 0000E -t-C) ) F 0 R C. E .S M12. 6.0000E +00 '0.00000E +00 0:0006E+00. 0:0000E+00 C0 00c :10E +00 C0 000r-0E +C 00 a GOC)OE +C)0 Mmin 0.0000E+00 0.0c :000E +00 0.0000E+00 0.0000E +C00 $$+ fir$$ }$.` $r$$$$ ${.` �r•+$$$$ ` �r $$.* $$$$$$$ $ $$ $$ $$ $$ $$ $$ $4 '$$. $$ $$ $$r'. '$$`... .$$ $$ $$. $$$$$$$ $$$$$$$$$$ $$$$$$$$$ $$$$$$$$$$: .$$' $$ SS Ss $$ .$ i $. $$ " $$. • $$.. $$' .' $$ $$ $$ $$ $$. $$} VS $$ ' $$$$$$$$$$ . $$$$$$$$$$ .. $$$$$$$$ $$$ $$ $$ $$ $$$$$$$ $$$$$$$ STRUCTURAL ANALYSIS PROGRAMS VErta z ON 5.04 4 Copyright, .(C) 1978 EDWARD 'L WILSON All r ghts reserved i i i l f t t McMAHAN BAKER FROERER, INC. PAGE 1 PROGRAM:SAP90 /FILE:GRIDEF.FEF ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS F R A M E E L E M E N T 3 0 1 N T F O R C E S ELEMENT ID 1 LOAD. COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 i .000 -.081 - -• 15.691 11.482 .000 .000 2 .000 .081 15.691 1.990 .000 .000. ELEMENT .ID LOAD . COND JOINT 1 ELEMENT ID LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 .000 .170 - -4.085 -6.148 .000 .000 4 ' .000 130 4.085 - 12.291 .000 .000 ELEMENT ID LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 5 .000 .067 -.723 - 6.790. . 000 .000 6 .000 - . 0067 .723 --4.716 .000 .000 ELEMENT ID LOAD COND JOINT I 6 7 ELEMENT ID LOAD COND JOINT 1 9 F(Y) F(Z) M(X)' M(Y) M(Z) .114 - 6.719.. - -7.429 .000 .000 -.114 6.719 -8.799 .000 .000 00 F(Y) F(Z) M'(X) M(Y) M(Z) .000 -1.904 1.025 -.009 1.904 - .310 .000 .000 ELEMENT ID LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) .M(Z) 1 7 000 -.000 -1.178 .097 .0(t)C) .000 8 .000 .000. 1.178 -.073 .000 .000 00 F(X) F(Y) F(Z) M(X) M(Y) M(Z) .000 -.024 -1.369 2.566 .000 000 000 .024 1.369 1.417 .000 .000 r r f McMAHAN BAKER FROERER, INC. PAGE 2 PROGRAM:SAP9O /FILE:GRIDEF.FEF ASSOCIATED. GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS F R A M E E L E M E N T J O I N T F O R C E S ELEMENT ID 8 LOAD COND JOINT F.(X) 1 10 .000 i1 .000 ELEMENT ID LOAD COND JOINT F(X) F(Y) F(Z) 11(X)'. M(Y) M(Z) 1 11 .. 0o) .044 .., 529 3.043 . 000. .000 12 .000 . x.)44 .529 "; 222 OOC.) .000 Y ELEMENT ID 10 LOAD COND JOINT F(X) F(Y) F(Z) M(X) 1(Y) M(Z) 1 13 .000 -5.163 12.260 681.665 000 .000 14 .000 5.163 -- 12.260 175.355 .000 .000 ELEMENT ID 11 LOAD COND JOINT 1 .. . 14 15 ELEMENT ID LOAD COND JOINT 1 15 16 ELEMENT ID 13 LOAD COND JOINT 1 2 1 22 ELEMENT ID 14 22 LV 4� LOAD COND JOINT F(X) • 1 F(Y). .052 2.440 -.052 -2.440 x'.597 F(X) F(Y) F(Z) M(X) ' . 000 .228 .212 - 19.423 . 000 -.228 -.212 - 12.930 F(X.) F.(Y) F(Z) M(X) .000 .276 -.428 - 13.638 . 000 -.206 .428 - 15.547 F(Y) M(Y) .000 OC)0 F(Z) M(X) M(Y) M(Z) . C)C)C) . , 000 .00C) .000 1(Z) .000. C)OC) . 000 .000 M '.000 .000 F(X) F(Y) F(Z) M(X) M(Y) M(Z) .000 - 10.272 5.995 1551.875 .000 .000 . 000 10.272 -5.995 153.154 .000 . .000 F(Z) M(X) .. M(Y) .M(Z) .000 ' .311 1.521 24.751 000 . . 000 000 .311 -1.521 - 19.443 .000 .0C)C) MCMAHAN BAKER FROERER INC. r r r c i i i PROGRAM:SAP90/FILE:GRIDEF.FEF ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS F R A M E , E L E M E N T J O I N T F O R C E S ELEMENT ID 15 LOAD COND JOINT. F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 23 ' .000 .270 . .779 - 15.405 .000 .000 24 .0000 -.'70 :379 - 17.246 .OfO .000 ELEMENT ID 16 ._ LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 29 000 -10.:190 1.836. 1581. 547 .000 0 . c;)(;1U 0 .000 0 10 . ,90 -1.836 144.17 .000 .000 ELEMENT ID. 17 LOAD COND JOINT 31 ELEMENT. ID IS LOAD . COND JOINT 1, 31 F(X) F(Y) ELEMENT ID 19 LOAD COND JOINT .F(X) ' F(Y) 1 F(Z) M(X) M(X).. PAGE . F(X) F(Y) F(Z) M(X). M(Y) M(Z) .000 .606 .511 - 48.694 .(5(1(5 .000 50(5 .000 -- . 606 .511 -37.336 .000 .000 M(Y) M(Z) -000 .474 .142 H30.1372 .000 . 000 . 000 -.474 -.142 .36.382 . : 000 000 M(Z) 000 -- 10.121. ..080. 1566.402 000 .000 .000 10.121 - .080 113.600. .000 .000 37 . _8 I ELEMENT ID 2t0 ---- LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 78 000 .328 .005 - 25.979 .000 .000 9 .000 -.328 -.005 -20.656 .000 .000 ELEMENT ID 21 LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) ' - M(Z) 1 79 .000 .272 -.007 -17.790 . c:H)O . 000 40 ,` .000 -.272 007 -20.827 .00(1 . 000 c McMAHAN ..BAKER FROERER , INC. ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS F R A M E E L E M E N T J O I N T F O R C E S ELEMENT ID LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 45 .000 - 100.268 -J.469 1564.552 .000 . .000 46 .000 10.268 1 .469 179.908 000 .000 ELEMENT" I D 23 - -._.__ __._.- LOAD COND JOINT F(X) F(Y) . F(Z) M(X) '1(Y) M(Z) 1 46 .000 .599 .442 ' - 48.11' 7 . . .000 .000 47 .000 .599 .442 76.896 .000 .000 ELEMENT. ID 24 LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 47 .000 .470 ..148 70.577 .000 .000 48 .000 -.470 .148 - 76.140 .000 .000 ELEMENT ID 25 LOAD COND JOINT . F(X) F(Y) , . F(Z) ..M(X) M(Y) M(Z) 1 ELEMENT ID 26 •- LOAD COND JOINT. F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 54 .000 .707 -1.721 - 24.422 000 .000 55 .000 .307 .1 . ?21 - 19.180 .0100 .000 ELEMENT ID LOAD COND JOINT 1 55 56 ELEMENT ID 28 LOAD COND JOINT 1 61 62 57 .000 -10.065 54 .000 10.065 F(X) F(Y) .000 ;230 .000 .000 c :000 -5.247 5.247 •- 5.0082 1524.625 5.082 146.101. F(Z) 3 F(X) F(Y) F(Z) M(X) M(Y) M(Z). - 11.515 ' 687'.410 11.515 153.542 PAGE 4 PROGRAM:SAP9Q /FILE:SRIDEF.FEF .000 .000: .C>C)0 .0C)0 M(X) M(Y) ' M(Z) - 15.287 .000 .000 -17.317 .000 .000 0000 .0 :0000 ;00 .000 r r ELEMENT ID 30 I` LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) Ii 6._, . C>00 . , 2 • +6 .465 -- 15.298 , 000 . uric 64 .000 .236 -.465 - 18.162 .000 .000 ELEMENT ID 31. -- I " LOAD COND JOINT F(X). F(Y) F(Z) M(X) 11(Y) M(Z) 1 65 .000 .028. 1.235 7.174 .000 .000 66 .000 .028 -1.235 1.509 .00 .000 00 i i I I w i t i ELEMENT ID 29 LOAD COND JOINT F(X) F(Y) F(Z) 1(X) M(Y) M(Z) [ 1 62 .000 .247 .14:" . ..720 .927 . C :)c:) 000 63 .000 .247 -.143 - 14.162 ..WO :000 f PAGE 5 PROGRAM: SAF'90 /FILE :.GR I DEF . FEF ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS McMAHAN BAKER FROERER, INC. F R A M E E L E M E N T J O I N T F O R C E S ELEMENT ID LOAD COND JOINT 1 66 67 .F(X) F(Y) F(Z) M(X) M(Y) M(Z) • . 00u i081: ..- 2.684. 76.368 .000 .0001 ,000 :-.o81 ' 2 ..684: 75'. 082 r . .00(> : • .000 ELEMENT ID ,3,3 . . LOAD COND JOINT F(X) F(Y) F(Z) .M(X). M(Y) M(Z) 1 67 .000 .075 .710 4.842 .000 .000 68 .000 -.075 .710 -5.778 .000 .000 ELEMENT ID 34 LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 69 .000 .021 -2.106 -1.967 .000 .000 70 .0100 -.021 2.106 -1.459 .000 .000 ELEMENT ID 35 LOAD • COND JOINT, 1 70 71 F(X) 'F(Y) F(Z). M(X). .M(Y) M(Z) . 000 .089 2.402 -7.15 .000 .000 . 000 .089 -2.402 -5.518 .: :000 000 McMAHAN [VI BAKER ELEMENT'ID 38 LOAD COND JOINT .1 ' 74 75 .1 FROERER, F(X) .000 INC. PAGE 6 PROGRAM:SAP9O/FILE:GRIDEF.FEF ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS FRAME ELEMENT JO INT FORCES ELEMENT ID 36 LOAD COND JOINT F(X) F(Y) H F(Z) M(X) M(Y) M(Z) 1 71 . 000 .066 .698 -4.572 .000 .000 72 .000 -. 066 -.698 -4.815 .000 .000 ELEMENT ID 77 LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) i 73 .000 -.092 10.651 55.940 .000 .000 74 .000 .092 -10.651 -40.640 .000 .000 F(Y) F(Z), .198 -.198 .104 716.481 -11.606 ELEMENT ID 39 LOAD COND JOINT 76 .000 -.204 .269 -15.179 .000 70:: 1 F(X) F(Y) F(Z) 0 : 0 75 .204 -.269 - 17.878 .000 MOO M(Y) .000 ELEMENT ID 40 LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 81 .000 -5.375 5.616 709.993 .000 :((-2((?)g 82 .000 5.735 -5.616 175.579 .000 ) ELEMENT ID. 41 LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) •M(Z) 1 82 .000 .281 1.301 -21.977 .000 .000 87 .000 -.281 -1.701 -17.995 .000 .000 ELEMENT ID 42 LOAD COND JOINT F(X). F(Y) F(Z) M(X) 1 83 .000 .188 .379 -12.6.77 84 .000 -.lea -.779 -14.025 - • ,00 • M(Y) M(Z) .000 :.000 .opo .000 M( .000 .000 PAGE 7 PROGRAM:SAP9O /FILE:GRIDEF.FEF ASSOCIATED . GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS MCMAHAN • BAKER FROERER, INC. E L E M E N T : J O I ELEMENT I D LOAD COND JOINT F(X) ` F(Y) F(Z) M(X) M(Y) M(Z) 89 .000 -7.166 16.338 . 1077.812 .000 00 90 . .000 7.166 -16.338 ''8 111.649 . 000 ELEMENT I D 4 . - -:_ .. -__ _ --_ _ _ - -___. LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) i 90 .000 .593 6.391 -56.166 000 .000 91 000 .593 -6.391 - 28.022 .000 .00 ELEMENT ID 45 -- --_._ _ ' -- -- _._ LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z). 1 91 .000 492 6.034 °- 11.557 .0000 .000 92 .000 .492 -6.074 -58.754 000 .000 F R A M E N T F0 R C E.S ,.(")00 0oc:) I. i Y. I PAGE 8 PROGRAM :SAP9O /FILE:GEIDEF.FEF ASSOCIATED GROCERS GRID LINE E SHEARWALL WITH WALL OPENINGS S H E L L E L E M E N T J O I N T F O R C E S MCMAHAN BAKER FFOEFER ELEMENT ID 1 - LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) i • .000 -18.4:2 -22.9:9 -11.402 .000 .000 o .000 . -= 4. 5.162 6.790 .000 .000 2 .000 00 7.019 4.150 274.964 " .000 .000 6 .000 15.845 17..627 -270.272 .000 .000 ELEMENT ID LOAD( COND JOINT 1 6 7 INC. ELEMENT ID , LOAD. COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 000 -4.515 -6.859 -157.221 .000 .000 7 .000 -11.05: 5.:01 226.170 .000 .000 4 000. 12.791 -4.085 12.291 .000 .000 8 5i 2 - 85.238. c: 00 .000 Y c- )t,)t.) ._, .176 ,.. 64�. • ELEMENT LOAD .. COND JOINT. F(X) F(Y) F(Z) (1(Y1 M(Z) 1 6 .000 -10.7,45 - 11.202 2A.541 .000 .000 10 OC)C) -4.020 11.103 - 88.0)08 000 000 7 .000 6.187 -8.412 - -8.762 .000 .000 11 .000 8.182 8.511 72.228 .000 . .000 ELEMENT ID LOAD COND JOINT 1 • ELEMENT ID LOAD CONI) JOINT 1 F(X) F(Y) 7 .000 -7.278 11 .. .000 -7.7,98 s .000 9.084 12 .000 1.592 F(X) F(Y) F'(X); F(Y) F(Z) ((X) M(Y) M(Z) . 000 -7.214 -13.12: 12: -- 269.5.25 .000 .000 . 000 -5.442 -1.244 251.071 .. 000 .000 . 000 4.499 4.225 168. 170 .000 .000 .000 8.158 10.142 -149.717 .000 .000 F(Z) - 7.757 7.687 - 6.820 6.889 9 .000 -9.7:6 - 14.002. -2.566 17 000 -15.541 14.919 150.097 )97 10 .0100 1•. +.620_12.894 _65.999 14 000 11.657.` 11:978_ - 81.57,1 M(X) F(Z). M(X) M(Y) 11(Z) -67.477 57.300 85.311 -71.174 M(X) . C)C)0 . coo . 000 . 000 M(Y). 000 :) .'000 .000 0C)0 . ( >00 C)C)Ci ; • .000 . 000 . 000 . 000' . 000 M(Z) r McMAHAN ECAKER FROERER ,, I NC . PAGE 9 PROGRAM:SAP90 /FILE:GRIDEF.FEF ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS S H E L L ELEMENT ID LOAD COND . J O I NT 1 10 14 :1.1 15 ELEMENT I D LOAD COND JOINT F(X) 1 15 12 16. ELEMENT ID LOAD COND. JOINT F(X) F(Y)" F(Z) M(X) M(Y) M(Z) 1 . 14 .000. - 14.429 -0.360 128.258 .000 .000 10 c:)00 5.103 3.166 -107.317 000 : .000 0 15 ry ' 19 -3.572 - 89.967 .000 .000 19 .0t:)f:) 7.307 8.765 69.026 .000 .000 ELEMENT ID:. 10 -- --------------- LOAD COND JOINT F(X) F(Y) F( Z) I(X) M(Y) M(Z) 1 15.. .000 -2.462 . 462 -4.139 -77.1c . "0 )00 ).. . 000 19 .00:10) -5.709 7.400 12.994 . 000 . C)t:)t:) 16 .000 00 10.574 -6.714 118.390 .000 .000 0 20 .000 -" 3.053 -- 54.282: t:)t:)t:) .000 ELEMENT ID 11 -� LOAD . . COI\ID JOINT F(X) F(Y) F(Z) M(X) 1 10 22 19 23 ELEMENT ID LOAD COND JOINT 1, E L E M E N T J ,O I N . T F O R C E S F(X) .000 000 c:iCit :) 0c :)C-) 000 f:J t: 0 • . 000 .000 f ". (Y) -9.676 _2.619 4.106 8.189 F(Y) - -4.882 -7.. 724 10.713 1.893 19 2•' 20 24 .000 -5.103 . 000 -4.005 .000 2.251 , 000 6.856 'F(X) F(Y) ,C)t :0 000i .0010. c :io0 -3 2.188 54.282 - 1.626 .: . 000 ▪ 000 . 000 -3.849 - 4 t -i 2.403 5.987, F(Z) -2.018 8.430 - 9.174' 1(X). 1.56.397 - 202.659 -- 96.034 2.762 142.296 -- -5.114 5.589 6.760) 5.885 - 3.166 107.317. 9.538 -135.970 -8.486 - 49.8.2 2.114 78.484 F(Z). -7.680) 4.194, 6.539 1(X) - 22.856 51 1111.2 74.357 - 102.843 M(Y) M(Z) .0)00) 000 ;000 t:)t :0 M(Y) .000 t ▪ :0t :) .000 .000 M(Y) M(Z) c)t)c) .t:JC . o c :> t:) . ( :) 010:1 . Oc )C) .. . 0C )0 . 0cD0 (Dot :) .000 ▪ )t :)t:) .000 .000 1(Z) .01)0:) ▪ 000 . 000 .000 M(X) . 11(Y) M,(Z) r PAGE 10 PROGRAM:SAP9O /FILE:GRIDEF.FEF ASSOCIATED GROCERS -. GRID LINE E SHEARWALL WITH WALL OPENINGS MCMAHAN BAKER FROERER, INC. S H E L L ELEMENT I D 13 • LOAD COND JOINT F(X) 1 22 .000 .000 •.000 27 .O :)00 26 23y ELEMENT ID. LOAD COND JOINT 1 27 24 28 ELEMENT ID LOAD COND JOINT. 1 27 31 28 32 ELEMENT ID 17 LOAD COND JOINT 1 30 34 3 1 ELEMENT ID., 18 LOAD COND JOINT 1 1 • O2 • 36 E L E M E N T J 0 I N ' T F O R C E S F(X)'• .000 .000 • 0-)00 -) F(X) F(Y) - -6.578 .896 2.162 7.570 F(Y) -2.68 6.504 575 F(Y) -5.448 .047 2.955 2.446 F(Z -5.064 1.861 -:.269 5.472'. F(Z) -2.857 6.691 -- 6.199. 2.366 ELEMENT ID 15 -.__ - --- _- .- _....._ LOAD COND JOINT F(X)., F(Y) •F(Z) M(X) M(Y) M(Z) 1 26 .000 .846 . -- •1.861 19.047 .000 .000 30 .000 -5. 547 7.159 - 60.270 .000:) .000 )0 ) 27 .000 2.416 : - 6.718' -1.032 .0)0)0) .000 1. .000 3.977 . 1.020 42.215 .000 .000 F(Y) F(Z) . M(X) M(X) M(Y) M(Z) 5.910 .000 .000 36.922 .000 .000 15.620 .000 .0100 15.792 .000 .000 M(X) M(Y) M(Z) 7.567 .000 000 -- 19.047 .. 000 .000 - 25.827. .000 .000 :) 37.707 0 0 0 .000 M(Z) .000 -7. 5.844. . 647. .000 .000 .000 -7.115 2.524 -- 14.686 .000 .000 .000 . . -.575 -2.766 -15.792 .000 .000 .000 6.993 5.686 29.470 .000 .000 F(Z) -5.834 1.545 -1.076 5.366 M(X) 74.208 -4.267 25.007 13.469 M(Y) M(Z) 01001 .000 .000 . 0)0101 . C)c . // 00 0 . 0C)0 F(X) F(Y) F(Z) M(X) • 11(Y) .M(Z) 3.686 - -2.100 15.671 .000 .000 - 2.289 5.665 -24.532 .000 0. .000 5.741. ...5.544: 6.952 00)00 .0.000 .2.34 ,1.978. 1.909 000 00)0-) McMAHAN BAKER FROERER, INC. 1 38 .000 -5.026 42 ~000 -.390 39 .000 3.249 43 .000 2.167 ELEMENT ID LOAD I COND JOINT 1 � 39 43 40 44 ELEMENT ID LOAD COND JOINT � 42 46 43 47 22 F(%) F(Y) �� ` F(Z)' .000 -2.913' ' -2.028 .000 -2.983 5.576 .000 6.393 -5.515 . 000 -.496 1.967 F(X) F(Y) F(Z) .000 .390 -1.529 . 000 -5.774 5.868 . 000 2.775 -5.359 . 000 2.608 1.020 ELEMENT ID 24 LOAD COND JOINT F(X) F(Y) 1 47 .000 -1.959 47 .000 � -3.971' 44 � .000 ` � .496 48 .000 5. 477 F(Z)� -5.618 2.080 -1.967 `5.506 PAGE 11 PROGRAM:SAP90/FILE:GRIDEF.FEF ASSOCIATED GROCERS - GRID LINE E SHEARW4LL WITH WALL OPENINGS S H E L L � E L E M E N T J O I N T F O R C E S ELEMENT ID 19 ---_-- LOAD COND JOINT. F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 ' 34 .000' -.047 -1.545 4.267 .000 ` .000 38 .000 -5.423 6.041 -39.785 .000 .000 35 .000 2.530 -5.453 15.009' .000 .000 39 .000 2.940 .957 20.509 .000 .000 ELEMENT ID 20 ' LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 ' 35 .000 _2.687 -5"577 -3.946 ,000 .000 39 .000 -3.219 2.047 -1.623 .000 .000 36 .000 -.234 -1.978 -1.909 .000 .000 40 .000 6.140 ' 5.509 7.477 .000 .000 ELEMENT ID 21 LOAD COND JOINT ' F(X) F(Y) F(Z) M(X) -5.966 -47.835 1.529 12.543 -.964 27.854 5.401 7.438 � M(X) -6.294 3.087 13.346 -8.139 M(X) -12.543 -26.174 20.436 18.280 M(X) -30.962 22.9�0 _.158' M(Y) . 0D0 . 000 .000 "00(} M(Z) .000 . 000 . 000 .000 M( Y) M(Z) ,000 ' .000 •000 ` .000 -000 ` .000 .000 .000 M(Y) M(Z) . 000 .000 . 000 .0 . 000 ,000 . 000 "Q00 M(y) M(Z) . o00 ` .800 { ...~ ' ---' .000 '.000� ` .000 ' 1 1 PAGE 12 PRO8RAM:SAP90/FILE:GRIDEF.FEF ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS McMAHAN BAKER FROERER, INC. SHELL ELEM ELEMENT 'ID LOAD COND JOINT 1 46 50 47 51 ELEMENT ID LOAD COND JOINT 1 47 51 48 52 ELEMENT LOAD � COND JOINT 1 50 54 51 55 ELEMENT I . ' LOAD . COND JOINT 51 55 54. 56 54 58 55 59 ELEMENT ID LOAD COND JOINT 1 55 .59 56 60. 25 26 28 ELEMENT ID 29 LOAD COND JOINT 1 30 --- F(X) .000 ~000' .000 F(X) . 000 . 000 "000 ▪ 000 F(X) .000 , 000 . 000 . 0` F(%) . 000 , 000 .000 . 000 F(X) . 000 . 000 . 000 F(X) .000 , 000 . 000 `.00V ENT F(Y) -5.093 -1.066 4.172 1.986 F(Y) • �-2.6S31 -3.623 7.297 -.994 F(Y) 1.066 -6.666 3.777 1.823 F(Y) -4.721 .994 5.868 F(Y) -3.706 -4.753 6.679 1.780 F(Y) -3.704 -4.272 8.622 1.353 JOINT FORCES F(Z) -6.896 1.777 -.983 6.101 F(Z) -2.410 5.772 -5.654 2.292 F(Z)�` _6.486 2.718 -2.292 6.059 F(Z) -8.887 2.923 -1.934 7.899 F(Z) -3.811 7.383 -6.391` 2.820 � M(X) _65.622 '4.997 48.293 -7.669 11(X) -22.122 10.462 76.297 -24.637 F(Z) • : M(X) -1.777 -24.997 5.127 1().254 -5.380 42.025 2.038 -27.282 M(%) -44.818 18.173 24.637 Z.008 M(X) -131933 ' 78.863 -49.196 M(X) -35.286 -,12.607 15.309 584 11 (Y) .000 . 000 .00() . 000 • M(Y)• .000 "000 .00() . 000 •()O0 .000 .000 M { Y ) . 000 .000 ,000 .000 11(Y) . 000'' ',000� .~0 ~000'� M(Z) . 000 . 000 . 000 . 00O M . 000 ~O00 . 0O0 M(Z) .00n ' .000 "000 . 0O0 M( .000 ,000 . 000 .O00 11(Z) . .000 .000' . 000 McMAHAN BAKER FOERFR, INC. ELEMENT ID 36 LOAD COND JOINT F(X) 1 66 '.00{ 70 .000 67 ..000 PAGE 13 PROGRAM:BAP90/F1LE:GRIDEF.FEF ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS - ` S H E L L E L E M E N T J O I N T F O R oE S ELEMENT ID 31 LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) ` M(Z) 1 ' ' 50 .000 4.753 � _2.92 -102.266 .000 .000 62 ` ��"000 -13.623 8.292 113~456 .000 . .000 59 .000 7.024 ` -8.425 65.600 ~000 .000 6 3 056 76 �89 00o 6� .000 1.84 , _ .7 000 . ' . ELEMENT ID - .2 ' ' LOAD ` COND JOINT ` F(X) F(Y) F(Z) ' M(X) M(Y) M(Z) 1 59 .000 -4.532 -6.857 -3.797 ' .000 .000 63 .000 -3.032 3.745 -48.855 .000 .000 60 .000 -1.353 -2.820 -32.584 .000 .000 64 .000 8.917 5.931 85.236 .000 .000 ELEMENT ID 33 LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(2) 1 61 .000 -16.388 -15.479 169.944 .000 .000 65 .000 -10.008 14.168 -3.174 ',.000'` .000 62 .000 11.315 -12.608 -103°503 ' _000 .000 66 .000 15.080 13.919 -63.267 .000 .()00 ELEMENT ID 34 ` ` LOAD COND JOINT F(X) ' ' F(Y) F(Z) M(%) 1 62 .000 -3.186 _7.343 -172.568 | � ` ` .000 -7.584 `1.621 108.232 63 .000 6.892 -2.461 128.354 67 ` .000 3.878 8.187 -64.018 ELEMENT ID 35 LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) ` M(Z) 1 63 .000 -5.694 -4.662 26.750 .000 .000 67 .000 -5.432 4.329 25.627 .000 .000 64 .000 3.579 -5.466 -67.074 .000 .000 68 .000 7.547 5.798 ` 14.696 "000 , F(Y) F(Z). _7.605 -11.621 -6.566 11.366� 6.664 -7.722 44.177 7.507 7.977 . 57.977. M(Y) M(Z) .000' .00r.L .00o `` � "000 ' °000 .000 ,000 .000 • M(X) M(Y) M(Z) -40^1U7 -62.047 . 000 . 000 .000� °000 • .0U0 •000 r r r r r McMAHAN BAKER FROERER , INC. F'AGE 14 PROGRAM : SAP9c:> /FILE : GRI DEF . FEF ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS S H E L L E L E M E N T . 3 0 1 O I N T F O R C E ELEMENT ID 37 LOAI) COND JOINT F(X). F(Y) F(Z) 1 67 .000 -5.104 71 .000 -4.620 68 .000 4.789 72 .000 4.936 ELEMENT. ID 38 LOAD COND JOINT - -6.764 6.985 -6.508 6.287 F(X) F(Y) F(Z) M(X) M(Y) M(Z) 69 .000 -17.468 - 16.266 1.967 .000 .000 73 .000 -- 17.747 18.382 -55.940 .000 .000 70 .000 16.425 -13.565 -- 41.889 .000 .000 74 .000 18.790 11..449 95.862 .000 .000 ELEMENT ID 39 LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) 1(Z) 1 70 .000 - -9.928 -2.309 112.548 .000 .000 74 .000 - -5.240 7.466 - 177.478 .000 .000 71 .000 5.477 -8.603 -- 96.355 .000 .000 75 .000 9.691 3.526 161.285 .000 .000 ELEMENT ID 40 ........... _._ -. . ....�.- ...-- _.__._... LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 71 .000 - -8.341 -4.575 50.797 . c:>c:>0 .000 75 .000 -5.686 4.797 -27.335 .000 (:>c:>C> 72 .000 7.391 -5.509 - -2.374 .000 .000 76 .000 6.636 5.367 - 21.088 .. 000 .000 1(X) M(Y) M(Z) 1.138 .000 .000 -2.369 .000 .000 -8.959 .000 .000 7.190 .000 .000 ELEMENT 1D 41 LOAD COND JOINT F(X) F(Y) F(Z) M(X) 1(Y) M(Z) 1 74 .000 -- 13.840 -8.160 138.737 .000 .000 78 .000 4.819 3.156 -107.502 .000 .000 75 .000 1.105 3.702 -- 103.531 .000 .000 79 .000 7.916 8.705 72.296 .000 .000 ELEMENT I D 42 LOAD COND JOINT F(X) F(Y) F(Z') h1(X) M(Y) M(Z) 1 75 .000 -5.116 -4.456 -4.936 79 .000 -2.560 6.81.3 -62.009 76 .000 5.829 - -5.636 36.227. 80 .000 1.847 3.280 30.717 :. . 000 ▪ 00c :> . 000 . x)00 . C)c:>c> . 000 000 McMAHAN BAKER FRqERER INC. PAGE 15 PRO8RAM:SAP90/FILE:GRIDEF.FEF ASSOCIATED GROCERS - GRID LINE E SHEARWALL WITH WALL OPENINGS SHELL .ELEMENT JOINT FORCES ELEMENT ID 43 LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 78 .000 -4.819 -3.156 107.502 .000 .000 82 .000 -3.222 8.093 -115.737 .000 .000 79 ` .000 1.324 -7.417 -56.209 .000 .000 83 .000 6"717 2.480 64.443 .000 .000 ELEMENT ID 44 LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 79 .000 -6.679 -8.101 45.921 .000 .000 83 .000 -1.977 4.464 -105.328 .000 .000 80 .000 -1.847 -3.280 -30.717 .000 .000 84 .000 10.503 6.917 90.124 .000 .000 ELEMENT ID 45 LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 82 .000 -2.394 -3.777 -37.865 .000 .000 86 .000 -2.007 1. 096 47.959 .000 .000 03 "000 2°676 -2.010 7.295 ,000 .000 87 .000 1.726 4.692 -17.389 .000 .000 ELEMENT ID 46 LOAD COND JOINT F(X) F(Y) F(Z) M(X) M(Y) M(Z) 1 ` � 83 .000 -7.322 ~4.012 64.218 .000 .000 87 .000 -.702 7.648 -116.849 .000 .000 84 .000 1.945 -6.538 -76.098 .000 .000 as .000 6.079 2.902 128.730 .000 .000 ELEMENT ID 47 --------------------------- LOAD COND JOINT F(X) F(Y) ` F(Z) M(X) M(Y) M(Z) 1 86 .000 2.007 -1.096 -47.959 .000 .000 90 .000 -7.758 9.947 -55.483 .000 .000 87 .000 2.922 -6.466 12.390 .000 .000 91 .000 2.829 -2.385 91.052 .000 .000 ELEMENT ID 48 LOAD _ COND JOINT F(X) F(Y) ' F(Z) M(X) M(Y) M(Z) 1 ' 87 .000 -3.946 -5.074 121.848 .000 .000 91 .000 -2.729 2.742 -51.472 ' .000 .000 88 .000 -6.079 -2.902 _128.730 ~ ' .000 92 .000 12.753 6.034 58.354 ' .000 .000 E. c i i I l l r C McMAHAN BAKER FROERER,..INC. PAGE 16 PROGRAM :SAP90 /FILE:GRIDEF.SAP ASSOCIATED GROCERS — GRID LINE E SHEARWALL WITH WALL OPENINGS E Q U I L I B R I U M E Q U A T I O N N U M B E R S JOINT X Y Z XX YY ZZ 1 0 0 0 195 0 C) r.) 205 206 207 0 0 0 208 209 210 C) 0 4 0 2 11 . 212 . 213 0 0 5 0 211 0 0 194 11 0 6 0. 196 197 198 0 C) 7 0 199 200 201 0. C) 8 0 212 203 204 0 0 9 . 0 . C) C) 175 0 0 10 0 185 186 187 0 0 11 C) . .188 189 190 C). 0 12 0 191 192 193 C) 0 13 .0 C) 0 C) 0 0 14 '0 176 177 178 C) 0 1.5 0 179 180 1.81 0 0 16 C) 182 183 184 0 0. 17 0 0 C) C) . 0 0 18 '0 166 167 168 0 C) 19 0 169 170 171 0 0 20 0 172 173 174" 0 0 21 0 0 0 C) 0 C) 22 C) 157 158 159 C) 0 23 0 160 161 162 0 0 24 0 163 . 164 165 0 C) 25 0 0 0 C) 0 C) 26 0 ' 148 149 150 0 . C) 27 0 151 152 153 0 0 28 0 154 15 5 156 0 0 29 0 C) 0 C) 0 0 30 C) 139 140 141 0 c:) 31 0 142 14.3 144 0. C) 32 0 145 146 147 C) . C) 33 .0 C.) C) C) C) 0 34 0 130 131 132 0. 0 35 0' 133 134 135 C) C) 36 . 0 136 137 138 0 C) 37 0 C.) 0 C.) C) C) 38 0 121 122 123 0 0 39 0 124 125 126 C) . 0 40 C) 127 128 129 C) 0 q.1' C), 0 C) . 0 0 C) 42 0 112 113 114 C) c:) 43 0 115 116 117 C) C) 44 0 . 118 119. 120 0 C) 45 C) . 0 0 0 C) 0 46 0 103 .104 105 '0 C) 47 0 106 107 108 C) . 0 48 0 109 110 111 0 C) 49 C,). C) C) 0 0 C) 50 0 94. 95. 96 C) C) 51 0 97 98 99 0 0 52 0 100. 1001 102 0 0 53 ' 0 0 C) 0 0 C) PAGE 17 PROGRAM :SAP9O /FILE:SRIDEF.SAP ASSOCIATED GROCERS GRID LINE E SHEARWALL WITH WALL OPENINGS, McMAHAN BAKER FROERER E O U I L JOINT 54 `5 56 57. 58 :. 59 60 61. 62 6•w 64 65 66 67 69 70 72 7 :3 74 75 76, 77. 78 79 80 81. 82 8. 84 85 86 87' 88 89' . 9.0 91 92 I.B RI :U M E 'X Y `z 0: 85 ' 86. c:) 88 89 0:) 91 92. a :., 0 . c:) 0 :. 76 - 77` c :i. ' .79 :: 80 C,► 82 83 C) :.: : '''0 . t:) C) :: 67 68 c_i:.... 70 71 73 74 0' Ci . .0 1) . 58 . 59 c:) 61 . 62 i:i 64. .65 0' 0 0 0 '48 49. '0 51 52 O 54, :.55 c ., C c ; ) O . 39. 40 Ca 42 4ti 0.:.:. 45 46 C) . C:► .. . 0 c :i 28 29: 0wi.; '31 32 t.). -q. w5 0:). C) 0 :i:); 19: 2C) Q. , 22 2: ..c.) .25: .26 0 :): 0 , :i • c :) 10 11 00 . : 13 14 : C) 16, 17 0 , , . C) 0_) 0 .. 1 2" o 4 5 O 7 8 0 N N U M B E R S YY ZZ O 0 O 0 0 `►. O 0-} 0 . 'O 0 C) ) C) 0 C) t :) O C) O t:) 0 0 O C) t :) 0 0 Ci . 0 C) "0 0 0 0 0 0 .. 0 C) C) C.) C). Q . . C _) C) O. • 0 r.) 0 Ci c,) 0" C.) C) . C) 0 c.). Ci c0.. :) '0 0 :'0 • O C) ,' 0 0 0 0 C) . • 0 C) C) 0 U A T I XX 87 9° 93 78 . .81 84 0 69 72 75 57 60 63 Ei 6 .Z,8. 50 57; .. 6 37 41: 44 . 47 C) 3C) 36 0 21. 24 27 Ci 12 15 18 0 . 6 9 McMAHAN BAKER FROERER INC PAGE 18 PROGRAM : SAP90 /FILE : GR I DEF . SAF ASSOCIATED; GROCERS -- GRID . LINE E. SHEARWALL WITH WALL OPENINGS . . O U T P U T F I L E S C R E A T E D B Y. INPUT. DATA ECHO SOLUTION ERRORS AND . WARNI,NGS DISPLACEMENTS FEND ` E.ACT I ONS ELE FORCES FRAME ELEMENT . FORCES. 'SI-IEL :L. 'ELEMENT FORCES GRIDEF.SOL., GRIDEF.FEF GR I D EF F +F 'GRIDEF.F4F: P R 00 R A M GFU DEF . SAP GR I DEF . EF FC : .A1$$$$$$$$$ $ $$$$$$$$$$$ „$$$$$$$$$V $$ $$ $$ $$ $$ $$ $$ $$ $$$$$$$$$$ �{ $$ ` $$ . G $$ s 1 $$ $$ <$$ $$ ; $, $ $$ $$ $$ $$ $$ $$ $$ • $$ . . $$ $ $> $i $ $$ $ $$. .. $$ $$ STRUCTURAL• ANALYSIS PROGRAMS VERSION 5. c:;4 'Copyright' (C) 1975- -19GB EDWARD L. :WILSON .. All rightti:reserved A SS�lAT GQOCERS r 'Q 21-to 4 / EXISTING CONDEI.ISEIZ LOC.NTION Pt OPOOSED 4EA COKIDE SEIZ LOCK 1Oj OE 6Z fi,lil,I, ,. I I it is !! I I I { , • y . , , f - i . �a, 1 t.. .,.� I I . I I _ I I .. 0 ,NS INCH 1 1 2 3 I 1 4 5 6 7 e LZ 9Z 5Z hZ CZ ZZ tZ 0? 6t ,L X IST1►.1Ga SuPPo[2'T STEEL. FLEXIBLE RULER -302 AWaEnMANV— 8 u 01. '' COI∎V cwsC2 VIIE.tG -T5 + AZ = 32, 6.10 + r 5 1[:0,-)1 V MAR 14 1991 c i°Y OF TOM/ LA PLANNING DEPT. THIS DRAWING IS THE PROPERTY OF SEATTLE REFRIGERATION & MFG. CO., AND IS TO BE USED FOR PRODUCING ITEMS ON ORDER FROM SEATTLE REFRIGERATION & MFG. CO. IT IS SUBJECT TO RETURN UPON DEMAND AND IS NOT TO BE PRINTED, PHOTOGRAPHED, COPIED, REPRODUCED, LOANED, OR USED IN ANY WAY WITHOUT PERMISSION FROM SEATTLE REFRIGERATION & MFG. CO. Date 3-13 cn Customer a N. (2 C h -I I "r L C`r L., t"' Description IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT Revision Seattle Refrigeration & Mfg. Co. 1057 South Director St. Seattle, WA 98108 Contractors No. CCABCS— SE— AT— TR— M305QL I Scale I Drawn By !Checked By Appr. By By Date Drawing No. g— I Job No. Std. Drawing • ' • • • A • ASSOCIATED GROCERS, INC. PERISHABLE WAREHOUSE SOUTHERN EXPANSION TUKWILA, WASHINGTON • OWNER Associated Grocers, Inc. 3301 S. Norfolk Seattle, WA 762 -2100 ARCHITECT CNA Architecture Group 3050 152nd Avenue NE Redmond, WA 882 -6060 INDUSTRIAL ENGINEER CNA industrial Engineers, Inc. 305 152nd Avenue NE Redmond, WA 882-6060 CIVIL ENGINEER PEI Consultants, Inc. 10800 NE 8th Street, 7th Floor Bellevvew, WA 455 -9494 GEOTECHNICAL ENGINEER Shannon & Wilson, Inc. 400 N. 34TH STREET, SUITE 100 SEATTLE, WA 98103 632-8020 STRUCTURAL ENGINEER McMahan Baker Froerer 2505 Second Avenue, Suite 600 Seattle, WA 98121 727 -9600 REFRIGERATION Precision Refrigeration, Inc. 1225 NW Murray Road, Suite 106 Portland, OR 503/627 -0742 ELECTRICAL Sparling & Associates 1920 Eastlake Ave. East Seattle, WA 324 -1555 FIRE PROTECTION TOM HINTON 19632 70th Avenue So. Kent, WA 98032 872-4133 rE@EGVE JU12 41990 MAHAN & DESALVO, INC. PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY IN STRUCTURAL PER UNIFORM BUILDING CODE ❑ NON- STRUCTURAL PER UNIFORM BUILDING CODE ❑ WASHINGTON STATE REGULATION FOR BARRIER -FREE FACILITIES ❑ WASHINGTON STATE ENERGY CODE SUBJECT TO INTERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, EMISSIONS AND INCONSISTENCIES. DATE IN .. 2.4 • ( la_ DATE OUT,,,; .:j4 O BY: MAH AN & D ALVO, INC. 1 2 3 4 5 6 7 8 9 10 11 mADEar 12 0 10 THIS INCH F F 3n Yti* 9 {t 5 r -t. NOTE: If the microfilmed document is leas clear than this notice, it is due to the quality of the original document. OE 6E ee LE 9z SZ +!Z CZ ZZ LZ OF 61. 91,, LI 91. SI hl Ct Zl tl OL 6 9 L 9 S 3 C Z t ww 0 I! I!! Iliiillliili;. illlllw►. liilllnui , I���I!I!IIII�Il�lllfl! ! �Ililul�lcllullllulllllliillllurlll�lllul�ullluu( Iilllnll�llulllllllulluil�Ilifluliflllllun�uuluulllllill ;Iiulliu��l�lllu llullllnl�llnlull�nullnl�ulllu�lsnln ;III I • J',:• µt .. r ..�. .... .. .. -. ... -,i„ .:,. ,..� ,.. :...�,... -..ti.. ,r.,,.:, .. ..1Y I . : + ' �''' r l • N , .•i.fS SEPARATE PERMIT AND APPROVAL REQUIRED • 'FarvCTRtGAC. MCI4c tGAL 1:t,tMe141cj Viicag‘tbeNve FILE COPY understand that the Plan Check approvals are eot to errors and omIsCons and approval of Wane does not ainflOrin 'tip v6olat on of ataif adopted code or ordlnetice. Etocelpt of tontr is copy of approved p acknowledged. d. By � L Date tin Permit No CITY OF TUKWILA • APPROVED �rfr ': r.'. -. ,w.�;•:.+1.'.'7�.te;"::.i",d7 - fs na..... ABBREVIAT INS AB AC NC ACT AD ADD ADH ADJ ADJT AF AFF AGG AL ALT AP APPROX ARCH ASPH AWF AWP BD BEM BITUM BLDG SLR BLKG BM BRG ROT BR BRK BSMT BUR CAB CB CEM CER CFM CFT CCU CHBD CI CJT CLG CS CLK CLO CLR CEMT CMU CNtR D8L DEPT DET DF DI DIA DIAG DISP DMPF DN DPR DR DWR DS OW DWG E EA EB EJ EIFS EL ELI~C ELEV EM ENCL EP EPX EQ EQPT ESEW EST EX EXH EST E0 EXT FA FB FSD FBO FCIC FCTY FD FON FE FEC FGL FHC FIN FL FLUOR FOC FOF FOIC F010 NOS ANGLE CENTERU#IE CHANNEL. DIAMETER OR ROUND NU MBER OR POUND PENNY PERPENDICULAR PLATE ANCHOR BOLT ACOUSTICAL AIR CONDITIONING ACOUSTICAL TILE AREA DRAIN ADDITIVE ADHESIVE ADJACENT ADJUSTABLE ACCESS FLOOR ABOVE FINISH FLOOR AGGREGATE ALUMINUM ALTERNATE ACCESS PANEL APPROXIMATE ARCHITECTURAL ASPHALT ACOUSTICAL WALL FABRIC ACOUSTICAL WALL PANEL BOARD BETWEEN BITUMINOUS BUILDING BLOCK BLOCKING BEAM BEARING BOTTOM BEDROOM BRICK BASEMENT BUILT -EDP ROOF CABINET CATCH BASIN CEMENT CERAMIC CUBIC FEET PER MINUTE CONDUCTIVE FLOOR TILE CORNER GUARD CHALK BOARD CASs IRON CONTROL JOINT CFR !NG CONSTRUCTION JOINT CUP SINK CAULKING CLOSET CLEAR CERAMIC MOSIAC TILE CONCRETE MASONRY UNIT COUNTER CO CLEANOUT COL COLUMN CONC CONCRETE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPT CARPET CSIVT CASEMENT CT CERAMIC TILE CTR CENTER CTSK COUNTER SINK 0' CUBIC YARD DOUBLE DEPARTMENT DETAIL DRINKING FOUNTAIN DIONIZED WATER DIAMETER DIAGONAL DIMENSION DISPENSER DAMPPROOFENG DOWN DAMPER DOOR OR DRAIN DRAWER DOWNSPOUT DISHWASHER DRAWING EAST EACH EXPANSION BOLT EXPANSION JOINT EXTERIOR INSULATED FINISH SYSTEM ELEVATION ELECTRIC ELEVATOR ENTRY MAT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRIC PANEL BOARD EPDXY EQUAL EQUIPMENT EMERGENCY SHOWER/EYE WASH ESTIMATE EXHAUST EXPANSION EX95iTENG EMERGENCY EYE WASH EXTERIOR FIRE ALARM FLAT BAR FIBER BOARD FURNISHED BY OTHERS FURNISHED 2Y CONT. INSTALL BY CONTR. FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIBERGLASS FIRE HOSE CABINET FINISH FLOOR FLASHING FLUORESCENT FACE OF CONCRETE FACE OF FINISH FURNISH BY OWNER INSTALL BY CONTR. FURNISH BY OWNER- INSTALL BY OWNER FACE or STUD FIREPLACE FULL SIZE FEET FIRE PROOFING FOOTING FURRING FUTURE FS FT FPRF FTG FURR FUT FUTURE - RIO FUTURE ROUGH -IN ONLY FX FIXED GA GAUGE OR GAGE GALV GALVANIZED GB GRAB BAR GEN CONTR GENERAL CONTRACTOR GI GLASS OR GLAZING GLBM GLU -IAM BEAM GMMU GLASS MESH MORTAR UNIT GND GROUND GR GRADE GWB GYPSUM WALL BOARD GYP GYPSUM Ha HOSE BIB 0480 HARD BOARD HC HOLLOW CORE HD HANG DRYER HOR HEADER NOWD HARDWCO0 HDWE HARDWARE PIM HOLLOW METAL HORIZ HORIZONTAL E1R OUR NEIGHS' RIG HEATING i VAC 8EATING, VENTILATING, AIR COND. -*W1 HOT WATER HEATER 'D 'NSIOE OIAMETER (DMMENSION) G `. NSULATED GLAZING z*iM INSULATED HOLLOW METAL t: tCL INCLUDE; t+ *SUL INSULATION 4 INTERIOR <s? (s LKR LAAS MACS. MAS MATL MAX MC MOO VIECH mime VET OR '+14TL ME4'Z 4R MP4 NRSC MILD 4D MU LL POO PFN PL P LAM PLYWD P .- PT PR PRCST FT PIN PTO PTD�'R PTR PVC PVMT QT R RA RAD RR &S RD tD,o REBAR REF REFR R!!~INF REQ RESIL RGTR RH RM RO RS RUB RVS S SC SCD SCHD SD SECT Sic SHR SHT SHTH SIG JANITOR IQIST XaiNT KITCHEN KNEE SPACE LABORATORY LAMINATE LAVATORY LAG" BOLT LENGI^H LEFT HAND LOCKER LIQUID MARKING SURFACE U G HT LIGHT WEIGHT CONCRETE MACHINE MASONRY MATERIAL MAXIMUM MEDICINE CABINET MEDIUM DENSITY OVERLAY MECHANICAL MEMBRANE METAL MEZZANINE MA`d•UFACTURER MAN HOLE MUUMVM MIRROR MISCELLANEOUS MOLDING MASONRY OPENING MOUNTED MULLION !Si NORTH NES Nil -FROST SUSCEPTIBLE !► x( NOT IN CONTRACT NO ,4UM)3ER NOM " 11NOMIIMAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE OA OVERALL O3S OBSCURE OC ON CENTER OD OU T 53OE DIAMETER (DIMENSION) cxrp OFFF.CE O OVERHEAD OPEI O p�p�� OS/T/E HAND • i 1 OPEN G IN OPP OPPOSITE PARTC,I..E BOARD PR:EFA.BRKATED PRE FINISHED HARDBOARD PREERNISH.ED PLATE OR PROPERTY LINE PLASTIC LAMINATE PLYWOOD PANEL PAINT POLiSH PAIR PRE -CAST PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER & RECEPTACLE PARTITION PAPER TOWEL RECEPTACLE t O1.YVINYL CHLORIDE PAVEMENT QUARRY TILE RISER RETURN AIR RADIUS RUBBER BASE ROD & SHELF" ROOF DRAIN ROOF DRAM, OVERFLOW REINFORCING BAR REFERENCE REFRIGERATOR REINFORCED REQUIRED RESIUENT REGISTER RIGHT HAND OR ROBE HOOK ROOM ROUGH OPENING OR REVERSE OSMOSIS WATER ROUGH SAWN RUBBER REVERSE SOUTH SOLID CORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER SECTION SQUARE FEET SHOWER SHEET SHEATHING SOLAR INSULATED GLAZING SIM SK SLR SND SNR SNT SP SPEC SO SST SSK STC STD STL STOR STRL SUSP Sv SVCE SYM SWBD SWC TB TER TEL T &E3 i &G TG THR 1IG TKBD TO IOC TOP TOS TOSL TOW TPD TPTN TV TYP UL UNF UON UR VAR VB VCT VR VENT VERT VEST V1N VIER VT, VWC W W/ W/O WC WD WDW WG WM WP WPT WR WSCT wr WWF XFMR SIMILAR SINK SEALER SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SEALANT STAND PIPE SPECIFICATION SQUARE STAINLESS STEEL SERVICE SINK SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SHEET VINYL OR SEAMLESS VINYL SERVICE SYMMETRICAL SWITCHBOARD SPECIAL WALL COVERING TREAD TOWEL BAR TERRAZZO TELEPHONE TOP AND BOTTOM TONGUE AND GROOVE TEMPERED GLAZING THRESHOLD TEMPERED INSULATED GLAZING TACKBOARD TOP OF TOP OF CURB TOP OF PAVEMENT TOP OF STEEL TOP OF SLAB TOP OF WALL T(' t$ FT PAPER r3ISPFNSFR I VILE I' PART! 1 ION TELEVISION TYPICAL UNDERWRITERS LABORATORY UNFINISHED UNLESS OTHERWISE NOTED URINAL VARIES VINYL BASE VINYL COMPOSITION TILE VAPOR RETARDER VENTILATOR VERTICAL 4 ESTIBULE VINYL VENEER VINYL TILE VINYL WALL COVERING WEST WITH WITHOUT WATER CLOSET WOOD OR WIDTH WINDOW WIRE GLASS WIRE MESH WATER PROOF WORKING POINT WATER RESISTENT WAINSCOT WEIGHT WELDED WIRE FABRIC TRANSFORMER DETAL DOM. OERIIFICATION SHEET IPMERE DEW. IS DRAWN BYTERIOR ELEi T O VIS) 3 A�.1 ` EL A/MGM IDENTIFICATION SHEET Y r "B ELEW1ON IS DRAWN 'E1 ROOM IDENTIFICATION ROOM RAW ROOM NO. NEW FIISIMH GRCE EGSTING GRADE PITY LAVE NEW OR MIMED CONTOURS EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PRORECT NORTH Sr. DENCMcS CHANCE ETlON SYMBOLS A DOOR NUMBER TO OOORESFOMEOEO Rid:IN\ S .^- "•_- ROOM ENIERENG COLUMN Llt4F.JGRID UNE EQUP%ENT TYPE TYPE OF SOUP WT x X-RR': F FOOD SEROCE �`~--- EQUPMENT GROUP PARTITION TYPE TFSS PRIMARY Ems! REVISION CLOUD AROUND REVISION MATCH LINE SI�4DED PORTION IS THE 4 SIDE CONSIDERED woRK POw. CONTROL POINT OR DATUM POINT BUILDING SECTION SECTION IDENTFICAION SHEET WHERE SECTION IS DRAWN ILL SECTION SECTION IDENTIFICATION A2 SHEET WHERE SECTION IS DRAWN j e?4TN iff.To ST t1YT$ y.ir r F'°�' .•.� • eat t i •1 VICINITY ARAP akJar 1 T N - mos t C ee .f --- N K ,.►� = Tlf F ! ^• 21 �. t 7 - 1 NORTH ;xr d� I S A.G.CAMPUS ' C e1,47 11'44( 0124°ti"uKNI . expert I Q f . .K1 NCI Accmeete +.. - .. rrLa c 17-'Y 1_.1 HT meweameNrr . �`; ;� Y`,,•:, ri•r,` 4, �.tr ; -. .5 S J � .i .•.�; C... -C' � . "t.' x'' `ri' t �:'!* .:'� a � .�.!,� . � «i ►• 1 1 111111111111111I1F 1: Ilt 111i1111Ji11111! 1111111111 11111111J11!1111111111f 111I111!'11f! 1 11 11111t111!IIII1 11111111 ii11111111111111111111111 I11I11111 O 18TH1INCH 1 2 3 4 5 6 7 8 9 10 11 uhrkwe R)wrc 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0c 62 8G LZ 92 92 4 /2 CZ 2?.. I2 O? 6I SI L.: 9t Si 4 71. Et ZI U 0� 6 8 L 9 S ', C Z 1. V 01 O l,1,1,l111 01 11I! 1��, LLl��i��1� ,�IJ „1�1�11J1111�1 ����,�l�� r� „uil�ull!!ul �11��,1�� ����1111I� : �I! ►111�11,1.11���1i,llnl 1 IliilllllIlilill,i� 1111�,�11llli.�lll .III�IIII 1 ,1l 1.1111,1! l llllillll III, I1{1�1�1.,111 Illlill!! !ill Ills Illlilll1 l 1�11�1�11 � I�!�llill I IJ l!I!t� ►11li1 �II Il I Seat i TE PERMIT AND APPROVAL RIO! 1IRED r ,. T v Al want snag isisE sat scolcable anim and ordinances. 2 Ctarmact so / oioranscra and oroditions shawl on drawings and shalt be respcnabla ttst gas his wee 03 weli dlher trades, and shell Wily Architect in writing el am clexagarcras. `its dlme icrls sP1 prevail in ail ausedt. 3 Repetitive features rite r1;:t4e1 an ttria cravings viri shalt be mnpliaely provided as if drawn 41 tut 4 Dwr4nrssr4rrs o*1 itaswirsp a rs lawn r1, the tenter Iirta of adt columns, and to tare of Crete walls Limes 41MOMASO r S. Genital Contradict porbods lases tpr mechanical and electrical equipment, verily kcatio1 and size ra 4Ir,,ttltr+i!1)}s w by Cater trades, shall furnish same complete vvitt4 Il4,I04c8 and required iQF+ 1$ arid Size et acmes 'd duet furring, artie. arc h ors moms ant as rases, loth the mechanical and etectr'.Ca1 rortttactora. 6 Pere no rain atom =cut ..r t.,dstructian of any kites so as to impair given ceiling heightsr Verity gram train r x' ravings t,e1cre proceeding with the wank. Verity existing c.lndtior s It* on ;nwasdrq with the worst. F iocx sievint '1#. rigw r: Tre t . t c n ;rete %ad2. Cyterera cr►aras:.tcr inset 'es siltav ery dabiff, to 2o:cu t rlate in structure, or on g nun ts: hag e"�'St®► tram sea are laxisis • fir Coi r ;tar's gxpe sa. C s 4lai' ;rfrriv, al t;a r,,fs. *nsns[s= for the equipment furnished and installed by Saneett or Wats. .."7E S ■ & ZONING V.F.780.0KS F: vAcCi SIDE v.r4gO :EAR " ard5U •;a� &IL.ar ss:.q A t 0,111.DIVIG a:x axe Lx0":194.5 w - FFRIZIER urrrumier tom' ALL., vlra .M PER :,SC` It4AXI GAlt sc. 31v0 PER CITY 7t "s.804►1:.A •1. "T SEPfit7t0..7r3k * WALLS: ErfERsOizlICIPutOBWAING NAILS; SrAtit .P;P L PIEPANkiew. 2 )n . Swett' EC EX RIZQ ,KRIS see NIN10CtA'£: 14 1040(1 0 125 RECLAIMED 294 STAU.S a.ARIONG Ac :wc 2 297 STALLS 3t OIONriN1Cfe r: CAS: NONE REQUIRED rs.. Yti $x It as 1� StgaZKENAMCM 'r, •i INDEX OF DRAWINGS CIVIL C 1.1 CIVIL. UTILITIES C 1.2 DETAILS LANDSCAPE L .1 LANDSCAPE PLAN ARCHITECTURAL STRUCTURAL REFRIGERATION E1.1 ELECTRICAL PLANS E1.2 ELECTRICAL DETAILS E1.3 ELECTRICAL PLANS & DETAILS MATERIAL HANDLING GENERAL. NOTES CODE ANALYSIS AO.1 GENERAL A1.1 SITE PtAisl A2..1 FREEZER PLAN, SECTION & ELEVATION A2.2 COOLER PLAN, SECTION & ELEVATION A2-3 SECTIONS, DETAILS A2 - SECTIONS, ELEVATIONS A2.5 DETAILS S3.1 GENERAL NOTES & DETAILS S1.1 PLANS - FREEZER 51.2 PL NS - COLD STORAGE S21 DETAILS 53.1 ROOF DETAILS S3.2 ROOF DETAILS 54.1 PANEL ELEVATIONS & DETAILS 54.2 PANEL ELEVATIONS & DETAILS S PANEL ELEVATIONS & DETAILS SS.1 NEW OPENING IN EX ISTING PANEL DETAILS MH -1 PERISHABLE WAREHOUSE RACK LAYOUT (FOR REFERENCE ONLY) crr OF TUKV LA 53.87 ACRES LOHT INDUSTRY 25 FEET .ONE 5 FEET 198e uSC 220.000 S.F. 9,533 rims 8.125 249 +93$ 34.34e 28134 S.F. NONE R -1 REFRIGERATION COIL. PLAN R -2 REFRIGERATION COIL AND PIPING ISOMETRIC GLYCOL G1.1 GLYCOL FLOOR WARMING SYSTEM ELECTRICAL E.4 3.s III-N (WITH AUTOMATIC FIRE SPRINKLER SYSTEM) 2 STORIES, 55 FEET 4 STORRES145 FEET UNLIMITED PER UBC SECTION 508(8) SE _ >, STALLS 1.000 SF PER SVAU. s HOUR NONE NONE NONE NONE NONE NONE NONE NONE (WITH 4Ge YARDS) Feer NOT MOIRE) ;SECTION 3208x1.1) NOT REQUIRED (SECTION 3206F.4) CITY OF TUKWILA APPROVED S E P i 1990 UILDI G D r IStON ARCHITECTURE - GROUP b AIA Suite 600 3050152ND AVENUE N/E REDMOND, WASHINGTON 98052 TELEPHONE (206) 882.6060 FAX NO. (206) 869 -1592 ARLAN E. COLLINS KEITH A. NULL MARK L. WOERMAN PRiNCIPAt ARC i;'?' C i� • ASSOCIATED GROCERS INC. 1 i...1 IIT,,,/i 41 WAREHOUSE SOUTHERN EXPANSION PROJECT NUMBER 258 DATE JUL`( 15,19 DRAWN BY CBL- SHEET TITLE GENERAL c ,. . EAL SHEET � R. AO. tP NUMBER fy v } - P. i DELI NeW r ' lag4T62 Y -.. 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Leo POCKS , NIG -r— 1 .- ,. .. -._ CITY OF TUKWILA APPROVED SE!' 41990 0 Iv B LONG N ARCHITECTURE GROUP ASSOCIATED GROCERS INC. DATE I Suite E600 3050152ND AVENUE N/E REDMOND, WASHINGTON 98052 TELEPHONE (206) 882 -6060 FAX NO. (206) 869-1592 ARLAN E. COLLINS KEITH A. NULL DARK L. WOERMAN AIA PRINCIPAL ARCHITECTS PIS E WAREHOUSE . SOUTHERN ; EXPANSION PROJECT "" NUMBER 3 JUG Y is, Mclo SHEET NUMBER ':%r+i+t•4't'?,ti`:" `�5' =:."iS r1:?d::.e.;Lr,�f ?a ?s,::Z. -v ?..i4;'.:ti. S 'i�J+n��?3?'�Sf'vyc�':k,.R,4w .- "Yta•"C:.ai'r sic +.K«wn�a .,..+.+...- �..,.., TITLE SECTIONS, ELEVATIONS JUL ory j n zs �.3 • •: • it Ex51 L VA.TRLP'R AKIZIEt2 - 9 A e'o I H Noe - TO I KISUL PANEL. EXST & NEW EXT WALL 0 COLD STR 1p 1 b(T/ • . .!".•"1. ( QQJR 0 C911! STR -FIN END I..I/ METAL CAP --- ± ;Ac/KII-ICr IUD SEALA.N JOINT DETAIL EXT. EMT COL Q COLD Sift/ JUNCflON HEAD y i 2 if ' 't 12 " T YP I i '414 " ' 4 14"! TYP PLAN SCRIP CURTAIN NO SCALE •:.c,'2 f)'S:Y'.l.J' '„et.+.,�S.�r�rT�.�.:...+. ;,.x.. -;�. , :i.r:.r.'.. s.. L(oTE IF PK'LI..EP.IN L:r$ AKE rev G� C,-uA R 7 i 5, TNKE CAKE To MISS 5L1 st H E A T ' P I Ps. 5, • • ( es lastilkvsinstivut - ffaatt ,t, am" 111,1 JTKEA- t a I (3 .K 114 "OA cam -f L4t � �t-WMHER� ARD SECTION 3/4 " :1'- O" 1" =1 ' - 0" 6, %PiEb 4: 511 .F1P' tay coMC,, . (,v FAME PIA TG R5MR GEE 1d4Ac 40 ‘"Cuc. 5IA8 0 IE, Q �. . -- -FL c : I( rVAR eA leA 1 . come, Suer 6 A6 I `- I~ ,,±alNT 5! M tb A ,IO 4T PAIL €E DETAIL JOG @GOLD STR/FREEZER NEW COL IN WALL - TYP VAPOR PROOFING PIPE - LIN cal" P WALL BETWN COLD STR & FREEZER •: •• . :.....a..Y`f it.'< ;g::.r,+ /:'..'.w;y- .:.,'". 54sPRINKLER PIPES PVC PIPE x_ ,v PL45Tic. FOAM PIPE. C.cvERI NC _--- 6EALL0 T II4Sahlelo, PANEL • COLUMN HEAD & FTG FREEZER �LFT STR; 411-411-0" 1 "= 11 - ' t f w ;. EALANIr ®NC. WEAIQING St A5 M6sL1Re T R E A T E D QK blocic PGA L` d el YI EN vAFR f.ciokoz IPk •w PARTITION Heap a FTG � FREEZER coae:tsr r . • ICL,CP.E.AI" 1 a:'LiJr "�:...i.,k ... {t ...t±.i::.iaK.,..:•::`!l . r.. >,...,. ��, r? _. "..;'i _ ,f. *.hu..- r.:fri/:F�. .�,r?� .`r,t' r.�..r:...u�....r� yy`s..;1,'iFi.�.l�`, _.. ♦'?,.{ .� .. s . ry ��:fi_•:c if t /• NEW FREEZER ROOF NEW FR FLOOR AT WALL coae+sIM Gl ,YCot. 5Y6 AT 8 UI5 -8 Lk? 5 AT WALL NEW,COLDST 9 FLOOR AT WALL MAtGk SXIStINC, FINI59} NE.ki x5111;1 y F Mt'� � EXt�T . � _ t�EPLM E tom` NEW L LJ BETE' • REALET' SEALANT. Ex5T MECH to \I: L VAF BARRIEK NERD' Exist Ficr PE1r . WALL AT MECH /ELEC & FREEZER .f Y lII�IIIlillil(I�I�IIIII�i(I�IjI III1I(I`1h];tINI1 0 16 TNS INCH 1 3 4 5 ro 1111111111111 II�I�IIIII I�I�IIII IJlI i�IIIII( I�1( I�Il ill( I( II ! 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AT EXST AT EXST PURL-IN eM cLAmp(uNti5ifurr I" eco6Z 14 /HAN Cams Pt(077) /224 THReA0EP KoO LEC& SPRINKLER "�' cy2• ;' FIRE - --t�rr of tukwiu, SUPPORT aQa�nv�n . : APPROVED SeA LANT LINER PANEL VERTICAL 1 ATTACHMENT PROJECT NUMBER DRAWN BY CBI- SHEET TITLE SHEET ARCHITECTURE GROUP Suite 600 3050152ND? AVENUE N/E REDMOND. WASHINGTON 98052 TELEPHONE (206) 882 -606G }AX NO. (206) 869 -1592 ARLAN E. COLLINS KEITH A. NULL MARK L. WOEItMAN AIA PRINCIPAL ARCHITECTS PERISHABLE L, E WAREHOUSE SOUTHERN EXPANSION ASSOCIATED GRO' . 253.3 DATE ! uI:(�j o DETAILS C. ? Y v: , r ' l r NUMBER A 2.5 fr `.i, 841 `: 75!20 �? " -14 s., 0' 50' ^h• AhS "r.'; 100' N 23' 39' " W ', 429.64 1 TOP 9.10 I.E. 4.44 N &S (42') A= 12' 18' 34" R= 1184.34 L= 254.44 1 150' • . I.E. 5.20 @ STUB OP 5.91 TO 4.90 ,E, 0.925 I.E. 0.93E I.E. 0.88N 8' SS FORCEMAIN TR 0 SIGNAL/ POST SCALES Fua. PUMPS TOP 4.75 I.E. 1.13 TOP 5,31 8' SS I.E. 4,80 @ STUB SANITARY SEWER LIFT STATION 'A' \MP 611E LE. -1.40 E &S I.E, -1,42 N I.E. -4,30 E 4' SANITARY SEWER FORCE MAIN TOP 4,89 I,E. -0.59 I.E. -0.03 • I.E. -0.13 2� SI GAS vAI VAULT TOP 7,48 - ' SS I.E. 4.33 ASPH 6' SS I.E. 4.33 ;QP .a o .E. 1.00 N &E tQP ,. 8 5 _ I.E. -0,85 E I.E. -1.05 W I.E. UNKNO I.E. 1.44 S ' I.E. 1,36 N I.E. 1.91 E I,E. 1.76 S I.E. 1.58 N 5.26 .Q7 V 30' WIDE EASEMENT TO STATE HIGHWAY DEPARTMENT I.E. 3,26 I,E. SEATTLE CITY LIMITS OP 6.05 4 A= 17' 27' 34" R= 880.00 L= 268.16 TOP 619� I.E. -0.45 W TOP 4,80 TOP 5,40 I.E. 2.58 I.E. 2.33W TOP .9 I.E. 3.0 u‘. 200' N 11 20' 42" W L=272.50 ---r` TOP 10,9,._ I.E. 3.40 £(8') I.E, 1.65(42') w z o CO c C TOP 939 I.E. 1.79 NOPA.RENT 11 1 1 CO A= 83' 52' 46" R =102.80 L =150.50 11 11 11 1 1 - 4 2' SS IN CASING 11 1 t1 11 e ^x LANE DIVIDER CURB CONNECT NEW --- DOWN SPOUT TO EXIST. 6 "DRAIN LINE (TYP) I SANITARY SEWER LIFT STATION 'B' T P 09 I.E. UNKNOWN ' EINO ACCESS ROAD N 84° 46 • 32 E S 84' 46' 32" W 447.92 POST INDICATOR VALVEr° W /GUARD POSTS CUT IN 10" TEE ON EXIST. )O "'WATER LINE I TOP 7,02 • Tr- -.0 51'6 (BOTTOM OF 90° ELL DOWN) k_. Ytc 6' WIDE ASPHALT PATH -BRING 84TH TO 3' BEYOND CROWN OF BANK CUT EXIST. TREES FOR PATH ONLY NOTE: FINAL PATH LOCATION TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTION. OE 6z 8e c z 9z 5Z 4 72 CZ ze tz OF, 64 et t. 9 St 4 71 ► Cl zt t► 01, 8 8 I IIIIIIIIIIIIIIIIMIIIIIIi! III 111111111111111Ili!II!111JII!1' VIII i1I! �i1l 1! 11; 1�1ioI1I111111111111111 ►iI1i1111I 111111111111 111!IIIIiI1I111111111iii1' 111111! 111111VIIII, II! 11II11�11I 1I111111IIIIIIII1IiII Ili1111i1 . '; ..,: ,. ,. r�..: • •: ".! ..r•.. "..:. .r^!i'":.+,... � _. .h.� .J..f -..c r,,., ..r,: . \r i... '1.., 1 ..:n.: °d- �'S�:'.L . >r.._.,.cr....:� ^. ,J. G. r 111 111111111IIIIIJIIII111J111IIIIJIIIIIII1IIIIIII1III 11111111111111 111 1111 III' IIIII /1 IIIIII IIIIIj IIII 4 5 6 7 8 NOTE: if the alicrofilmed document is less clear than this notice, it is due to the quality of the original document, 9 10 116E 12 HOLD PATH BEYOND GUYWIRE .. .• i...'dc�.lrR 9 q 0 CQ ASS MH TOP 7. I.E. 0.1 I.E. -1.12 I.E. -1.17 -N 78' 13' 59" W 3.00 to= 73° 00' 31" R=522.96 L=666.38 S 68° 37' 21" W 35.00 • N 78' 13' 59" W 5.00 S 11' 46' 01" W L= 221.60 ■ TOP 7.13 I.E. -2.27 S I.E. -2.37 N GENERAL CONTRACTOR TO PROVIDE ALTERNATE COST TO EXTEND UP TO S. NORFOLK ST. INTERSECTION SCALE: ' a 53" DATE: JULY13,1990 NOTES 1. LOCATION, SIZE & PIPE MATERIAL SHOWN IS TAKEN FROM AVAILABLE - RECORDS AND FIELD LOCATION OF SURFACE FEATURES. ALL UTILITIES MUST BE VERIFIED PRIOR TO DESIGN & CONSTRUCTION. 2. PROPERTY BOUNDARY & STREET CENTERLINE BEARINGS & DISTANCES TAKEN FROM BUSH, ROED & HITCHINGS SURVEY, FEBRUARY. 1980. BOOK 22 OF SURVEYS, PG. 112, KING CO., WA. 3. AS BUILT INFORMATION PROVIDED BY OTHERS. IQ€01 4.E. 011,7thltik 400/ 41i- 1 ,..,., «;w =..G J•6 _. w: tl`h 9H.'► LYGSK�Ii .�'r:.'ti't�.+•... +'.✓.r: ', u; RECEIVED SEP 7 1990 TUKWiLA PUBLIC WRNS PAM PRINCIPAL ARCHITECTS Suite 400 30S0 152ND AVENUE N/ REDMOND, WASHINGTON 9002 . TELEPHONE (206) Aix- 64I64. FAX NO (206) 069.1592 ARLAN £.. COLLINS I(ITI;I A. NULL MARK I►. wolootimst AlA ASSOCIATED GROCERS �� •.✓ a .`F � MS�,, -�3 SITE PLAN - SOUTH °14111494f: ‘' e F�� � gJ • :a • CONC. THRUST 8LOC/t' TRENCH BACKF /LL g 81/1?. RESTORATION 4 BL /ND FLANGE TO BE REMOVED BY SPRINKLER CONTRACTOR FOR CONNECT /ON CAST OR DUCT/LE /RON WALL SLEEVE CAST IN FLOOR ASPHALT CONCRETE, CLASS B (2" MIN. COMPACTED DE? T1O TRENCH WIDTH (/. 5x "D")1 /8 (30" MIN/MUM) TYPICAL TRENCH SECTION N.T.S. OT.. PROVIDE THRUST SL OCf! /N6 TIE RODS e CLAMPS OR OTHER PIPE RESTRAINT METHODS APPROVED BY THE CITY OF TUMW /LA CRUSHED ROCK BASE COURSE / MINUS • ('Y" M/N. COMPACTED DEPTH) ■4-- P/N/SHED FLOOR IN SPRINKLER ROOM SEAL. ASSEMBLY L /Nk' SEAL LS-400C FINISHED SURFACE Tap OF BEDDING f"04 FLEn /BLE PIPE TOP OF 8E0D /N6 FOR RIGID PIPE /0"0 DUCTILE /RON PIPE CL. 5 NU OR FL FIRE SPRINKLER CONNECTION N.T.S. FL 1Vt./ ADAPTOR IF REQUIRED PATHWAY - TYPICAL SECTION N.T.S. INDICATOR t POST EL EV. /1.O ¢ ��sr�r ✓ia�fr /N /SH GRADE TO PROVIDE P WT /VE DRAINAGE AWAY FPOIW PA (80TH S IDES) P/N /SHED GRADE 6 "0 STD PIPE FILL W/ CONC. — EXIST. /0" WATER MAIN CONC THRUST BLOC/( FILL POST FULL. Of CONC. - POUND Off' TOP FINISHED GRADE, /---- /0 GATE VALVE, FL CUT IN TEE' /N EX /ST. /0" L /NE I I' I ; 1 1 I le" 9 CONC. P00 T/NG --- ----r i iI 1i 1 i 1 � 1 v' • 3" TYPICAL GUARD POST SCALE: 1 /2' =1'•0" EX /ST, /D" WATERLINE /O" GATE VAI ✓E W /INDICATOR POST TO SPRINKLER ROOM 1. M work and materials shall be in accordance with APWA Standards, applicable building codes and with the City of Tukwila Standards and Codes. 2. Contractor shad prove and malt temporary sedimentation collection and control facilities during construction to ensure that sediment does not enter the drainage system. 3. M locations of existing utties where shown are approximate. It shall be the Contractor's responsbIty verify locations to avoid damage or disturbance. 4. Contractor std excavate and verify aN existing pipes and appurtenances at connection points and notify owner's site representative of discrepancies from plan. 5. Contractor shall excavate to expose existing 10" water line pipe and determine outside diameter of egg pipe pricer to beginning insulation of fire sprinkler connedion to verify proper ft between new and existing materials. 6. Contractor shall adjust horizontal and vertical locations of utilities during construction to avoid fences and maintain clearances as required. 7. Pipe for fire lime shall be Ductile Iron Class 62 or as required by the City of Tukwila. Downspouts shall be connected to existing dminines only with the use of approved flexible coup ngs. 9. Trench backfill shall be compacted to 95% of ma drr m density per ASTM D1557. : h OC 6Z. 84 6Z 9Z SZ 1 72 CZ ZZ j 1111111 ! !1 { II {I !I!! illy! 1 11111 1ii1!1!lllli!11 'A.. <_ ;l.. -n. - ."e. .f, �°y'.. ., '•.Sa*.,rt".`ic .,J. +•"' •.t Yf h; .r., -.� ... r :.:.i•,+.i _... -�'= r•r.y. ,...cr r.-+ -n - ? ..7 :a _t ti_. t 3 < �'. ' - -G .wx: ?•.= ."'- . 4 y a�' -.;'- s ,;.Y!.� ,. 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GUARD POSTS' (TYP) • CUT -IN TEE IN EXISTS 14" WATER LINE GENERAL NOTES AND SPECIFICATIONS POST INDICATOR ' VALVE ;aryryet!t* rrx ;!r�ks. , r !+ : 3.5rxt` = 'K- t!f� -'w ?:t. s z:X ;F �•a a�, mss: s,k r;. ^.x:� u 1 .:, 0 GUARD POST PROTECTION FOR POST INDICATOR VALVE /0" TEE, MJx FL CONC. THRUST BLOCK /O "SLEEVE, MJ EX /O" WATER L//WE M.T.S. /0 "P /PE PL A/N END 24" LENGTH a • WALL FACE OF BUILDING ADDITION Fi`='•RINCO -- FL EX /BL E COUPLING #1056 SERIES TE: JULY 13, 1990 PLACE i` COMPACT EXIST. NATIVE MATERIAL EXIST. G" DRAIN LINE" TYPICAL DOWNSPOUT CONNECTION M.T.S. FINISHED GRADING AT BUILDING LINE N.T.S. PEI Consultants, Inc. --- EX /ST. GROUND 10E00 N E 8th, 7th Floor Bellevue, WA 98004 (2061 455.9494 • CIVIL, DETAILS Ct2 ciTyr rian SpI 7 199a PER7 EE E tVE. EEEEE EE • P e amot.uf to""Nit sO 114 dir`r 5•14404 444% *WA , "1"711. 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OdtlaAlb XI' 2 e.-11•4**C. mou pit cberg. r* iWC osam ' EIP...41= IOW (P0 FOL4 < Jofl ( PIP 1 oie: � I Ni. ispruto. 4... dr 7 41‘ 1446 • 14 ta 4 • tgefaZge tetbtitatal 6wTor ofbvt11 0.46,01.0 4eiwrr CriASSatrAiNti ":40. , AT ias.46Ke , 644.W414/' OR L•ibff IY2," rL .5174.110 / -411•11 CIEEE: AU CONSTRUCTION SHALL' CONFORM- WITH' THE UNIFORM BUILDING cops (usc) 1088 EDITION. , keigl LI" LaPs: DEMME: INSPECTION BY AN APPROVED TESTING LAB SHALL BE PEEFORMED FOR REENFORCEMENT PLACEMENT, CONCRETE PLACEMENT4 PRECAST ERECTION, AND WELDING. ALL PREPARED SOIL BEARING SURFACES SEAL BV'INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. R2r t *HALL ee ISItirrofkLLEZY WITH 'PAL ii-torosey-ri frowsicoesk:Tiosfti ; epitit esio-ow SHQP D IF IEEE A R'S SHOP DRAWINGS DIFFER IN DESIGN OR ADD TO THE DESIGN OF THE STRUCTUAAL DRAWINGS, THEY SHELL BAR THE SEAL AND SIGNATURE OF A WASHINGTON STATE PROFESSIONAL ENGIOEER. SEAL AND 'SIGNATURE TO BE AFFIXED PRIOR TO SUEM/SSION OF SHOP DREWINGS FOR REVIEW BY ARCHITECT, GENERAL CONTRACTOR SEALE REVIEW AND APPROVE 'ALL SHOP DRAWINGS BEFORE SUBMITTAL TO ARCHITECT. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNER AND BUILDING DEPARTMENT FOR REVIEW. (ALLOW TWO NEM FOR REVIEW.) THE CITY OP TUEWILA WILL BE NOTIFIED TN WRITING BT TEE ENGINEER OF RECORD WHE$ SWOP DRAWINGS HAVE BEEN REVIEWED. Orr: E , TH ELECTION og MATERIALS FOR, AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM ' TO TEE REQUIEEMENTS OF THE UNEEORM BUILDING CODE, 1988 EDITION, MATERIALS SHALL BE PROPORTIONTID TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXENUM SLUMP or 4 INCHES, texca CAN BE 'PLACED WITHOUT SEGREGATION OR EXCESS-PRE SURFACE WATER. WATER-CEMENT RATIOS FOR VARIOUS CONCRETE STRENGTHS (E'E) SHALL BE AS SHOWN BELOW. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS. • A WATER REDUCING ADMIXTURE, CONFORMING TO U.B.C. STANDARD NO. 26-9, SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMNENDATIONS. AN AIR ENTRAINING AGENT, CONFORMING TO U.B.C. STANDARD NO. 26-9, SHALL BE USED IN ALL CONCRETE MIXES FOR WORK WHICH IS EXPOSED TO EARTH OR WEETSER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5% 4 */- I% 'El VOLUME. THE CONCRETE SHALL EE AS FOLLOWS: NAX. GALLONS OF f'v WATER PER SACK. (p4i) or CADENT 4 3000 4000 6.6 5.0 ' GENERAL ETRUCWUREA NOT . ROOF BASIC WIb1D, 'SPEED SEISMIC 4.0 5.2 MAX. GALLONS OF WATER PER SACK OF CEMENT WHEN USING AIR ENTRAINING AGENT 25 PS? (NOW) 80 MPH (most= a) zote 3 UIN. SACKS OF CEMENT/ CY. SPEC. ENSP. 5.5 YES 6.5 YES USE WALL PANELS, FOOTINGS SLAB ON GRADE WEARING SLAB AS AN ALTERNATE TO THE ABOVE, THE CONTRACTOR MAY SUBMIT CONCRETE MIX DESIGNS FOR REVIEW TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE DESIGN MIX SHALL 'MEET THE REQUIREMENTS OF THE SPECIPICATIONS AND U.B.C. SECTION 2604 AND SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGRATE, WATER mum; ADMIXTURES, AND AIR ENTRAINING AGENT AS WELT. AS THE WATER-CE$ENT RATIO, SLUMP, AND CONCRETE STRENGTH (E'0). THE USE OF CALCIUM CHLOEID4; WILL MST BE PERKITTME. HOT MIXING WATER MAY BE USED WITH PERMISSION OF THE ARSEEEECT. RH wrokat ST ESS UWE NOTED, ALE REINFORCING. STEEL SHELL BE GRADE 60 DEFORMED BARS IRE ECCORDAOCE WITH ASTM SPECIFICATION A-613, 00 THE SIZES SHOWN ON THE DEEWIEGS. WELDED *mg PABRAC SHALL CONFORM TO ASTM SPECIFICATION A-185 AND sFou as, AT TimAST 6x6-N1.4 z W1.4 w.m.r., LAP ONE IeULL MESH AT SPLICES. REIEFORCENG STEEL SHALL BE mummy TIED IN PLACE WITH #16 DOUBLE ANNEALED IROEi NIRE. APPROVED OR PRECAST CONCRETE BLOCK BAR SUPPORTS SHALL BE AS SPECEPEED BY THE CRSI MANUAt OP STANDARD PRACTICE MSP-1-86. REINFORCING STEEL SEALE BE DETAILED IN ACCORDANCE WITS THE °A.C.I. MANUAL OF STANDARD PRACTICE FOB DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315-80. DETAIL DRAWINGS SHALL BE PREPARED AND SUBMITTED TO tAE ARCHITECT FOR REVIEW PREOR, TO FABRICATION. LAP ALL SPLICES 32 EAR DIAMETERS ORP-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTEONS IN FOOTINGS AND WALLS. PROVIDE 2-E5 ALL SIDES AND 1-15 X 4'-E DIAGONALLY AT CORNERS OF ALL OPENINGS 2)-6" OR MORE EN ANY DIRECTION. EXTEND 2'-0° PAST OPENING OR HOOK. MINIMUM CONCRETE COVER FOR REINFORCING STEEL; USE ELAB imp WALL ?' INTEiiOR FACES: atPorkau T9'*10,T,41145t OR BARTH 2 : 1 51 , 6 , AND T In FOOTING, ow; 91 u P AS Tal.7 ALL , "LL $ , SHOWN A C ! LT-UP"' MAY BE AST O4 SITE OVER TINIS3ET copoRsTs FLOOR AND ERECTED ON FOOTINGS AS INDICATED 'O$ THESE DRAWINGS. CONSTRUCTION, TRENSPOETATION, STORAGE AND ERECTIOA SHALL BE IN ACCORDANCE WETS OK EEC. 2616 AND APPROVED 4 TILTEUP ° CONSTRUCTION METHODS. tH$ CONTRACTOR SEALE SUBMIT SHOP DRAWINGS TO THEAECHITECT FOR REVIEW 'PRIOR TO FEERICATION. THE SHOP DRAWINGS SHAEL SHOW ACTUAL PANEL SIZES WITH TYPE AND LOCATION OP ALL INSERTS FOR ERECTION AND COENECTIONS. PANEL LIETING STRESSES ARE TO BE CHECKED BY CONTRACTOR AND Oa SHALL PRQVIDI REINFORCING 'STEEL AS REQUIRED FOR HIS METHOD OF 'HANELENG AND uscorton or rRsCA*T PANELS .- STEONG-BACKS AS REWIRED' AT EXCESSIVE .PANEL OPENINGS CONTINUOUS .GROUT BETWEEN PANELS 4$6.roonsGs, To 4p A NOEESHREARINGET'EPE. KB WET. 1E4; BE WELDED ONLT MERE PERMITTED BY TEE ENGENEER. ALL WELDING REBAR TO El ERADE. ' 40. MA*. CARBoN CONTENT .35% (OR WADABLE. ASTM GRADE 6 0. EEROORCEMENT IT VOTED- ON TEE:DRAWINOS). SUBMIT MILL CERTIFICATE SHOVING . REEAE MEISEL CONTENTS tO ARCH/TEXT. FOLLOW "RECOMMENDED PRACTICES' goR EEEEDIEG EgINEEKENE STEEL. ' METAL INSERTS AND CONNECTIONS IN RsiogoRcs0 cotitRaTE coNspwcTIoNs. B TEE AmERICANNELDiNG SOCIETY ASW D1.4-79. , AuL.HglitsAR wrizawi:li.ku, *wore ‘0 USE FRESH LOW E AacroDEPI ims"10 FOR MOOS 40 PRO' AHD ER= sLOcTRODEst AWE A5.5 'OR .GRADE 60:BARS. BENDS *REBER TO UMW= Sant,- NOT BE CLOSER THAN 1 TO WELD. 19F-1110219.MAL , • 4 THE 'row DESIGN IS. IN ACCORDANCE NITE.tEANNON AND WILSON GsotEONICAL REPORT .DAT,AD •tiowhio Ui 1:911#, AND SUPPI.iBmE LETTER NE40 DATE 0 4014 12 1%40. ...:k0OTIMOS.ARE DELI UISSO FOg AN 'A440WA4Ist ORPOOk .ott 2 .0,sr AD tO , 3oTT9K, :8aAtti iN UNDISTURBED SO Wsop. •. Tag R*T tPflOM OF xT0,19R roPTx040 skAfarg 412." Mt.)54 ta4.; q Plkia,#4 4 00 0 ' rgotsmoo EE.E.EEEE.E.EEEEEEENEEEEEEEEEEE INEE.E.N d 14 • • —...i– , -- ,,,-, ,. - ,,,,.. 1 ITHFUIPPIIIIIIIIIIIIIIPIHIPITOIHIPITP1 0 ft 1 2 ' 3 4 5 6 7 8 9 , 10 11 "A"tRu 12 NOT If the microfilmed document is loss clear than this notice, it is due to the quality of the original document. oc 6Z'. 84 LZ 93 GZ 1 7Z CZ EZ lZ 03 61 81. Li 91 Gt +it Cl Z1 1.1 01. 6 8 Z. 9 S C v IIIIIIIIIIIIIION11 . .;;; ,•;;; . ALL 2X-- TIMBER KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES 6.) CONCRETE SHALL BE PRESSURE TREATED. MISCELLANEOUS HANGERS TO BE SIMPSON.. AHALL BE PROVIDED wiTs STANDARD CUT WASHERS. ALL WOOD IN CONTECT WITH FOR WESTERN Lumsga, 1976 EDITION". BOLT HEADS AND NUTS BEARING AGAINST E000 , GLUED LAMINATE WOO MEMBERS: - • . 2 TCTURAL SteRtleTal SHALL BE ASTM A-36, fy al 36,000 PSI EXCEPT PIPE SHAPES SHALL BE ASTM A-53, GRADE 6, TYPE E OR S, fy 35000 PSI' AND TUBE SHAPES SHALL BE ASTM A500 GRADE B, fy 46,000 PSI. DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF TUE SPECIFIcATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS*. ALL BOLTS SHALL • CONFORM TO THE LATEST ASTM SPECIFICATION A307, BOLTS 3/4-INCH DIAMETER UNLESS NOTED OTPERWISE. ALL WELDING SHALL CONFORM TO THE A.W.S. D1.1-86 ° STRUCTURAL WELDING CODE*. ALL WELDS SHALL BE 3/16 MINIMUM UNLESS OTHERNISE NOTED. WELDING ELECTRODES SHALL BE E70XX LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED ML-ARC. WELDING OR EQUAL ELECTRODE FOR OTHER WELDENG PROCESSES. WELDED JOINTS SHALL CONFORM TO A.W.S. PREQUALIFIED JOINT DETAILS FOR WELDED CONSTRUCTION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. ALL WELDING SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS. REPAIR ANY FIELD GALVANIZED MATERIAL WITH GALVWELD. TIMBER: BEAMS ALL OTHER LUMBER' DF-L 11 OR BETTER (Ft) = 1500 PSI) 1.. DF- 12 OR BETTER (Fb mg 1.000 P81,) immr W D 13EAMS, DOUGLAS FIR, RILN-DRIED, STRESS GRADE. -COMBINATION 24F-V4 (1 mt 2,400 PSI) FOR SIMPLE. SPANS. GLoa SALE SEE CASEIN • WITH MOLD ZWHESITOR. BOTTOM LAM TO BE FREE OF UNSOUND KNOTS EARGEE THAN 1/2* DIAMETER. AITC STAMP AND CERTIVICATIOA REQUIRED. FABRICAToR SHALE SUBMIT 3 SETS OF DETAILS AND SPECIFICATIONS TO THE ARCHITECT OR REVIEW PRIOR TO FABRICATION. SEB DRAWINGS FOR GLULAMS REQUIRING NET USE GLUES. og _APPROVED EMILE* ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS, ALL HOLES SHAEL BE NAILED. MACHINE BOLTS TO A-E07.E ANCHOWBOLTS INTO CONCRETE SHALL BE 5/8" @ 48" O.C. (UNLESS NOTED OTEE(WISE) MTH MIN. EMBEDMENT PER E.B.C. cops. ALL NAILS SHALL BE COMMON WIRE NAILS. OF DIAPHRAGM: APPLY 3/4 CDX PLYWOOD (4S/C4) ON ROOF NAILED TO STEFFENERS OR RAFTERS AS NOTED ON NAILING SCHEDULE. sLocriNG Of INTERIOR EDGES NOT REQUIRED UNLESS NOTED ON THE PLANS. MISCELLANEOUS THE callTRYoR SHALL VERIFY ALL EXISTING DIMENSIONS AND ALL CONDITIONS AT JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. MBE HAS COORDINATED DIMENSIONS WITH THE ARCHITECT BASED UPON THE MOST =RENT INFORMATION. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, THEREFORE ANY DISCREPANCES BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL BE REPORTED TO THE hECHITECT PRIOR TO CONSTRUCTION. ANY ERRORS, AMBIGUITIES AND/OR OMISSIONS IN THE DRAWINGS OA SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY IN WRITING. NO WORK IS 'TO BE STARTED BEFORE CORRECTION IS MADE. (U.N.O. E UNLESS NOTED OTHERWISE.) THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACINGS AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLE WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED. FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. TEES DRAWING IS. THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND CAN BE REPRODUCED ONLY WITH THE PERMISSION OF THE ARCHITECT, IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME 6 AS ARCHITECT. 111 ' RECOMMENDATIONS AND INSTALLATION PROCEDURES OF THE SIMPSON COMPANY SHALL BE FOLLOWED: AP orno,r4 see -i i 41,2 (41 9 sootworNer 01.11‘ KT AUG 2 4 New Apo vEs4 ese 41-1064 .6,1, IND BU Di ARCHITECTURE GROUP ASSOCIATED GROCERS INC.: V I U NSr - /x if:' 1 4 4 1 : 1 . . ..'''';'''' : : '' ' '': . - (' -. 4 7 : : !I " :7 .../I'' 7 ' : / ::: : 1 ..' 1 . : •• . . , . , , , , .. .- •,,-,. A CKY; ;If. - ,.." ei .../. ' t;' .;,%,. . . ,.:";,yei, .../. Suite �0� 3050 152ND AVEN N/E REDMOND, WASHINGTON 98052 TELEPHONE (206) :42-6060 FAX NO. (206) 86,-1592 ARLAN E. COLLINS KEITH A. 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ARMAFLEX INSULATION 5" O.C. 7 NO SCALE 1 R1 J PLASTIC --TO- -STEEL ADAPTER SEE DETAIL jf - 1" PLASTIC PIPE W/ 1/2" THK ARMAFLEX IP,SULAl1oN FINISH FLOOR —10 °F FREEZER FLOOR WARMING PLAN SCALE: 1 /16 "==1'- 223' -6" RUN CONDUIT IN WEARING SLAB TO NEAREST COLUMN • SEAL CONDUIT TO 3 1/2' PVC SLEEVE W/ CONDUIT BEAD OF CAULK AND LOCKN i r VAPOR BARRIER 1/2° CONDUIT THERMOCOUPLE. CABLE FLOOR INSUL GRID SLAB CROUSE -HINOS "EYE` CONDUIT FITTING. FILL WITH DUCT SEAL PIPE INSULATION- SEAL ENDS OF INSUL WI VAPOR BARRIER MASTIC REINFORCED W/ OPEN MESH GLASS FABRIC— STEEL. SLEEVE 1/2" CONDUIT MATH (1) 2 CONDUCTOR SHIELDED CABLE 1`PVC ., SOLVENT WELD PVC CAP Mid SID: 30" NO SCALE T30 JOSAM 58484 CLEANOUT WITH THREADED PLUG (INSTALL CONDUIT AND PIPING SLEEVE PRIOR TO POURING GRID SLAB) CONCRETE FLOOR .,OLD SIQE • SEAL OPENING BETWEEN 1" PVC AND 3 1/2" PVC SLEEVE WiTH PLASTIC ROOFING CEMENT TEMPERATURE SENSOR C9N L.P L E IEA . FOR FREEZER 4c COOLER . R1 CONTINUOUS CAULKING 3 1/2" PVC SLEEVE MASONRY WALL INSULATED PANEL POUR HOLE 13" MIN. INSULATION LENGTH INSULATING BUSHING CAULK (r1 1/2" (MX) FOAM -IN -PLACE URETHANE OR DOW CORNING 13 -6548 SIUCONE RTV RESIUENT FOAM PENETRATION SEALANT EalTJ1 QQMPRESSOR ROW WALL PENTR. SEE DETAIL EXMAG. ELEMICAL.ROOM { S.S. CLAMPS 1" PLASTIC PIPE FiN. FLOOR 1/2" ARAMAFLEX NOES 1. USE 1000 FOOT MAXIMUM LENGTH OF Prr. PER CIRCUIT. NO JOINTS PERMITTED UNDER FLOOR. FOUR CIRCUITS REQUIRED. 2. EXIST1M0 FLOOR WARMING LOOPS INDICATED BY ARROWS MUST BE MODIFIED. THESE CR17UI1'S MUST HAVE THE EXISTING - 1 i/4' PiPE. HEAT TAPE, JUNCTION BOXES, AND CONDUIT RELOCATED TO THE NEW UNDERFLOOR VAULT. ALL HEAT TAPE POWER HARING MUST BE RECONNECTED AS BEFORE. SEE REFERENCE DRAWING 3014 -R1. NO SCALE 5' To vd 5VtI G 1G dO G'" OR pL�A TAG Q • DETAIi 1.f NO SCALE Al r 7 - INSTALL STEEL CAP UNTiL STEEL PIPE CONN. IS MADE .. PLASTIC -TO-- STEEL ADAPTER G S'65 otos' 0 FLOOR WARMING SYSTEM ISOMETRIC WEBRER/SMITH Associates, inc. Lancaster, Pennsylvania nI �A� 1� 5 � ods EXISTING EXPANSION TANK EXISTING GLYCOL. PUMP EXISTING 6" GR CONTINUED ON FREEZER FLOOR WARMIN PLAN THIS SHEET. 1 " CONDUIT WITH (5) 2 CONDUCTOR SHIELDED CABLES DESIGN ENGINEERS Dallas, Texas -.a , g:S� r7.:,i� ..1 Jr..,.. r, ..Y "r ..,. .. 1... .9:r�;rn`.. c•,.. y ��. 4 !, '1111111! 111 111111111111111111i111111;1111 111 1111111 111111111111111111111111i1I111111I111111 ;1,11; 1111{ 1111111+ 111111111111 111i1111111111111111I111111111111111 1111IIII1111111111 !111!I11111111 3 4 5 6 7 8 9 . 10 11 x.16" 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal. document, OE 6E 9G Le 9e Ge 4Z Ce ZZ Lz Oz 61. 81 LL 91 GI tl et Zl LI 01. 6 8 c 9 s 4 E Z t W . 0 {lill,llll {1!111!!! 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C ARCHITECTURE - - GROUP DRAWN BY II Suite 600 3050 152ND AVENUE N/E REDMOND, WASHINGTON 98052 TELEPHONE (206) 882-6060 FAX NO. (206) 869 -1592 ARLAN E. COLLINS KEITH A. NULL MARK L. WOERMAN AIA FRiNC!PA1. A RC.tUTF.C.iS ASSOCIATED GROCERS INC. PERISHABLE WAREHOUSE SOW H RN EXPANSION PROJECT NUMBER 258 DATE JULY 13, 1990 SHEET GLYCOL FLOOR WARMING TITLE SYSTEM SHEET NUMBER G1 , 1 • • • 4 • 'N. PELIZMS: VV" '441 Os- LfAZt-431E. .....MErwe.;18).1C1 gEcePTAGLE CUlT J/Aggc., #1.4 ;ozonic. tigihNonJ 1H IT J 12 10 z4 .3 G 32 crNI=T._ A { 07 7 -134 PLAN COLD STORAGE 2°6 SCALE: 1/8" = 1-0" 9 ••••••••••••■•ryallsolildlolY A 1/8" = 1 PLAN - FREEZER cra) 0 .< 1 3 - .$)( 0.4 111 IV VII ' V IL:Zu sessseccesswalcsscsssascowarosysscw......7‘.... 12 A 0 p 343 A 12. IA 0 34 A la - rrii?..cp "1•00.44110Y.INIONT(NYOW • 00111.1.0,1.1.1141,■•■ FLAG NOTES A . 6 o'D A 1 32 a 2. IT) -74- CIA • A 5 ___444......_ . as s A It 1114.11111•1111•6.101111.1100■11■•■ ss(3rit.5 44)colev 14-pis FI>erLARS. 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I2O 113.111Cfaitt44, GIONPASIpS NASTLAKIE AVIENUE RA= MAMA, wAssasaroit MO) 324.1616 SHEET ELECTRICAL PLANS NO LOCATION: '214 SERVING: WAIL 'f .i V PANEL SCHEDULE LAMPS ��: I _ ',7 A7A iI - - _ ir ' C : * _ PT~+0iIIV !� T� P' = M- _ ,�:.. ' - - . . ;L_lN/ �. • i �____ P — MAIN Y - _ . �` - - -•-- M1:'r,�11..UX "rgliAIaiLinlI. �+. `�1'L � _ 1 'k. .# 1141 i lai M tiro w - ( x.. _ _ 27 7 • 7 MA !,) lam°.- 4 !mf r t r isi Rit,;!: ; . ,„ • ; TU x;,`27 'K KE1.i sk-L ZGA14 !JI= -)./L V77 , id- o'Aav,W czivri¢ INete.12: w 1110 . 1 !'ter - _ PH !!! _. .. -= : • II • t, • ": ; • It t+ .tt 1 !■1 f; !!!: !!.! t • ' .,. • ,! !:• • 2.' i . • 1 ! 177 ! ; 1 4 I 1 . 4 ; i l i . 1 j ; : 1 i` i :;': '' ':!: '' !.' 1 : '1,' 1 i il l ; 1.J ; 1; 1 '; j. • i . : 1 .. ,. !'.• ` 1 .' ' 4, ;I : i 1" • 3/ . la ' +1 ' 7 " 1 :1 111 " '. . ;.: 3 •'• I ': . I ' a; • !' ' ' .1 :1 • '1 ,1 '4;1 ;', : I" ; ;: ' 1:. ; • : 1; 1'; ; ,1 . 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US ue Sperling & Associates, Inc. 1LLCTINCAt ENO MU $ ILO SAETUKE AVENUE EAST auras, WASHINGTON 11102 MS) fl41SSS ASSOCIATED GROCERS :INC: PERISHABLE ' WAREHOUSE SOUTHERN EXPANSION NUMBER 258'3 DATE 7- ! I - `de, DRAWN BY TWEET TITLE ELECTRICAL PLANS, DETAIL (U'Y G;- i s CL; E3 .41 -4,141,6or9 MEAT—D SHIPPING — COLD STORAGE OULTR FREEZER .44). 111. milmoups VA Mak_ IMI MOM IRO 1111111. PERISHABLE BUILDING OFFICE REFRIG. ROOM vistiocumaimitammossilk atis*Eneir T ROOM w 1COP- PRODUCE GENERAL PRODUCE MEAT /DELI EXPANSION 4 .4 FREEZER EXPANSION ELECT. 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NOTE: If the microfilmed document is lesA clear than this notice, it is due to the quality of the original document. et 114.18 COMM ORONO WALE .10110P.Iia•MIM.•••••••13.11* Soft 500 3060 152nd AE PilL 90052 TELEPHONE (206) 862-5060 mc NO. 5165-1502 ARLAN E. COLLINS MOTH &NULL MARK L. WOERMAN AJA PRJL ARCHREcts REVISIONS PROJECT NUMMI 258 ........1....■■•••••••■■•■■■•■■•■•■■13.11.M11..ft• ARCHITECTURE , GRoup ASSOCIATED GROCERS DISIMITION FACLITY SOUPrEAN EXPANSION TUKWILA, WA •■••■•••••■■•••••■••• • • DRAWN O. BROWN RACK LAYOU SHEET TITLE__CEOR REFERgagjalL'i) NUR MH Ssiti 7 . *;1 1: 4; • / mtgo4v44 . • 41 2 4 - 1 1 ;.." ar"