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Permit D02-374 - HOSTPRO - SCREEN WALL
HOSTPRO (MICRON) 3311 SOUTH 120TH PLACE D02-374 '\ ■ ; 0 1 vOt.h, q, . i te 91 Ci • �� of Tukwila . t908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 1023049069 Permit Number: D02 -374 I w Address: 3311 S 120 PL TUKW Issue Date: 02/27/2003 rt 2 Suite No: Permit Expires On: 08/26/2003 6 m { 00 No Tenant: J ILI Name: HOSTPRO N Address: 3311 S 120 PL, TUKWILA, WA w O Owner: g Name: SABEY CORPORATION Phone: u_ Address: 12201 TUKWILA INTERNATIONAL BL 4TH FL, SEATTLE WA co d = W ` F- Contact Person: z t Name: WALTER LINDGREN Phone: 208 846 -9033 i— 0 ■ Address: 440 EAST CORPORATE DR, #102, MERIDIAN, ID z iF- al 2 D Contractor: D o Name: MARLIN LLC Phone: O 0 Address: , 233 MAIN AVENUE SOUTH o H Contractor License No: MARLIL*010M9 Expiration Date:08/16/2004 z U H DESCRIPTION OF WORK: u. 0 NEW APPROX. 12'10" SCREEN WALL AT EXISTING EQUIPMENT YARD PAD. iu N U = 0 1- z Value of Construction: $50,000.00 Fees Collected: $1,066.69 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0016 i Public Works Activities: • Curb Cut/Access /Sidewalk/CSS: N . Fire Loop Hydrant: N Number: 0 Size (Inches): 0 1 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time End Time: i Sanitary Side Sewer: N v ''' Sewer Main Extension: N Private: N Public: N is E ` �'` Storm Drainage: N , , t ' Street Use: N ''4 :t � Water Main Extension: N Private: N Public: N '" "" ' Water Meter: `3{ 4r.µ i s• g ar. Channelization / Striping:`` %ir °' • ray ** Continued Next Page ** ,'i. . Y i n£ M '+' ■ doc: Devperm D02 -374 Printed: 02 -27 -2003 "" " ..,...,..,. :........._ -, . .............. ,_...,.. ..�aoIOYILLW warn ..r,t+.iKh .....a-- v.+.rr— 'ahxK.,,sq.fvwo..g44r"`.. �MirAeovvygir, tmtle1MUWtN?,,, 1 1 ' ,\ ( ::) __' City of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 (( z Permit Center Authorized Signature: k1ZC114I(I - , , 6--- Date: - 7 63 = . F —z I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ft 2 r I ordinances governing this work will be complied with, whether specified herein or not. 6 R 00 The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws cn 0 regulating const tion or the performance of work. I am authorized to sign and obtain this development permit. w = I— ' 1 • ,:',�,l..F.. t • x11 •ri D': ": ,, Sly I 4 I , i , 4':/u ' to I nF'�:.+�cir S L doc: Devperm D02 -374 Printed: 02 -27 -2003 �,.,;: —" . • ti : Cit y of Tukwila . Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 1023049069 Permit Number: D02 -374 , i z Address: 3311 S 120 PL TUKW Status: ISSUED w Suite No: Applied Date: 12/23/2002 6 = Tenant: HOSTPRO Issue Date: 02/27/2003 0 0 co 0 CO W J 1: ** *BUILDING DEPARTMENT CONDITIONS* ** CO uO 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. W 3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any QQ construction. These documents are to be maintained and available until final inspection approval is granted. LL < 4: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). co d 5: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division w of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection z H re ports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, H O permit number and type of inspection being performed. i z F- ' 6: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to g w the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable D 0 workmanship provisions of the UBC. 0 N 7: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 0 E- Ed Rion) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). w w 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any I— H requirements for special inspection. - O 9: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be iii Z construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any 0 N other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this 0 H code shall be valid. z i I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law 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 provision of any other work or local laws regulating construction or the performance of work. V � d Si natu qA Date. ' 9 ' c i ' �!�ii ,.; Print am I W, i x }. I, doc: Conditions D02 -374 Printed: 02 -27 -2003 il ' , t•t; 'hi• ; CL_tiM3ihA;tYigcYw'm!1'C!k - , -- - — , , .cr ,., r 1 OCT 28 '02 05:05PM TUKIIILA DCD /Pl•1 P.3'6 ALL NEW COMMERCMUAI.EETiON /MULTI -FAM `. ' ERMIT APPLICATIONS MUST LIE SUBMIT TED WIT FOLLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER . D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ' ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ 9 ❑ Copy of recorded Legal Description from King County ' fa ❑ C ertificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- . . 0179 for servicing district. . ❑ Certificate of sewer availability (Form H -11), Contact the Public Works Department (206) 433.0179 for servicing district. Z Ai ❑ Metro: Non-Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures • H (Form H -13). Business Declaration required (Form H -10). I— Z Kent ('I) -sets of working drawings, which include : u.. lc ❑ A Site Plan 6 = • 1. North arrow and scale. U O 2, Existing and proposed utilities and existing hydrant location(s). p 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. U) W 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. J I 5, Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump. U) ster recycling screening. 6. Location and screening of outdoor storage. . . W O r 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's 2 (— boundaries, erosion control measures & three buffer protection measures. Q 8. Identify location of sensitive areas slopes 20% or greater. wetlands. watercourses and their buffers (TMC N 18.45.040). d 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be I W removed. Z Z 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, F' species, location and spacing. Location of service areas and vault with proposed screening. Z 0 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. W W i 12. Lowest finished floor elevation (if flood control zone permit required). • 2 D 13. Civil plans to include size of water 'supply to sprinkler vault with documentation from contractor stating supply D 0 line will meet or exceed sprinkler system design criteria as identified by the Fire Department. . 0 U) 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form 1-1•9). a I— . ❑ Vicinity Map showing location of site W W ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) I=.- U 2• ❑ Mechanical Drawings • LL ~O r] a Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) . .. Z ❑ i Architectural drawings 0 CO ❑ a Specifications (if separate document) - ' O F 0 '9. Structural Calculations Z g( ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping 0. Height Analysis ZR ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ Topographical and Boundary Survey \ • p ❑ Tree Coverage Analysis (Multifamily only ) . 2 ❑ W ashington State Energy Code Data and Non-Residential Energy Code Compliance Form 11-7 • 1' 0 Completed Land Use Applications it not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other . i land use or SEPA decisions ■ . L7 Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County . Department of Public Health prior to submitting for building permit application. The Department of Pub• tic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296.4767. (Form H -5) . Oi a Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the ` -t' x r. permit is Issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". ' yi - , ;4 w Bu •si ilding Owner/ Authoil; edAgiin i lf* 9;9jreR' eg,040aCC4i 01,1gfnae(,`or,ciir c(or,Hcerlsedbytfie Sttte,iD f}�. li rn�► &Wi notarized lotW. Imr p .fhe•propwAy,oirn�auihpii;iR¢,• the !sgeht�losu6ipif•'ihispe%rjjif! ) lcatibiiwt (b6Wiri7heparmU.Will.ba 06lred 'nsprufd/'t61ASilenIf►tiaii: r.,; ' �, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER , f• `, t PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ;' • BUILDING OWNER R AUTHORIZED'AGENT: • ' it wp' • Signature: _.--. I Date: /_,?". t Z 4.:1,114:1' c Print name. w 4� /.f/O6RA✓ .Phone: 20�'1 3 T`/ • 31 Fax 0: _ / . of 7 s } �_ �v l �(� J a 4 City/State/Zip: /State /Zi ; (, . l'� '' Address: 'MO e.. GO O ' ��- 4 6 l l, 2/ y p ' WI / / j /.4 .6 G f zi r I ~ ;"�y fi r PS.:'i. T,IrPCIT APT Iln 1179/97 ' r a 1 r _____. . ...„ .. .. . - J ■ 0 1,0%A. , City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 RECEIPT z 111 6 Parcel No.: 1023049069 Permit Number: D02-374 _10 o o Address: 3311 S 120 PL TUKW Status: PENDING S u) Suite No: Applied Date: 12/23/2002 co tu W -J Applicant: HOSTPRO (MICRON) Issue Date: LL, 1.14 Receipt No.: R020001781 Payment Amount: 418.44 g 5 u_ m Initials: SKS Payment Date: 12/23/2002 12:25 PM 5E User ID: 1165 Balance: $648.25 tu I-0 z I— Payee: JOHNSONS ARCHITECTS W n to 0 — TRANSACTION LIST: 0 , Type Method Description I Amount 0 o Payment Check 4423 418.44 "; w 1 o ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 418.44 ■ Total: 418.44 CITY OF TUKWILA RECEIPT ri PW BCD 418•44 CHECK 418.44 12/24/02 10 . 0/034 0097 3665 44,74 Tgfa :36d;5 12/24 :17.1.0 TOTAL 410.44 doc: Receipt Printed: 12-23-2002 r ...., • ek pip, . , „,..... .0 ,... City of Tukwila 1908 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT , ,�Z fr • Receipt No.: R03 -00242 Payment Amount: 648.25 g u. Initials: KAS Payment Date: 02/27/2003 01:34 PM CO d User ID: 1684 Balance: $0.00 H w z� H O Z H Payee: MARLIN LLC ? o 0 O - TRANSACTION LIST: pi— Type Method Description Amount = w I r- Payment Check 5782 648.25 LL O Lij U N 0� ACCOUNT ITEM LIST: z Description Account Code Current Pmts BUILDING - NONRES 000/322.100 643.75 STATE BUILDING SURCHARGE 000/386.904 4.50 \ Total: 648.25 1 • •i jl + : .; �'1 �., QC's, =�.`: ''?. rs I LFAI . r 1 Printed: 02 -27 -2003 i doc: Receipt t .. s i i - - - 't Cr " . 1 .. 1 •` 1 z 1- 4 � w \ 0 INSPECTION RECORD w w Retain a copy with perm - - � 7L I J ~ INSPE TION NO. PERMI Aj • . / . W CITY OF TUKWILA BUILDING DIVISION ''' o 2 O 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ' J Project: T e of Inspection) Q /'.S Type / Q r� // ifi = a Address: Date CalleG • :1 j 3 /� f�� z I— ill II k_ / � z Special Instructions: Date Wante ,� F" O 5Z/ iriP /2O �� P.m. W W Requester: r (�/ CO f1 U c _ Phone N�?:� O co ��© 8 ca� *r ti =W • U ,' -Approved per applicable codes. El Corrections required prior to approval. H . COM MENTS: i ij Z y . U - cit Pr &f 0 "e( �,'�vs (? yr pie ~ , t . ✓- - I /� k J. per.,, — 1) 4 00.- v„-,,1 le-(e..._ 1 . CNL — r - (: % I+v✓a L— . C iC'i { a v5r ^' ' w Or....,1:%i� e In r: Da : ' "' 's' El $' 7.00 REINSPECT! N FEE REQU RED. Prior to inspection, fee must be , a : ,;,;? ' uaid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. ff^ Receipt No.: Date: t,ra ;, ek: .. . .. ., ... .. s ,a ' . , . :' pleg3 ' g ' 4..0 4/ zXiit4 4.>7 *,MGni rw rra':++btA': —( > ..— .. Z • i I— Is— W IL. _1 o t .: � � ' N W INSPECTION RECORD w = J F. -- Retain a copy with perm I" - it 1 1 u) u - L" INSPECTION NO. PERMIT NO / i U O `i l a F, s t v,~'L F'I c r :',',.`1,,,,:. ,19. {t I ( � V , (} n Date f'-.....' ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be �`��,�' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .,,,—"A„ ��i�:n{.�'��I Receipt No.: Date: • , 1::, ` .. 5 .42 .,..,..: .., ...,.,r t.. x.:.,...._.,,;...r, F.r...x:......,: .. `! .,,, ,, , �►v _: , , txd r ,:.%Cea j ` r;i. .'.' .0 1, . . ' Ti`" Y`�i ;i;•rWd }ik'6 . Arris \Y'gr. in'. ?,'kdr rr..b;�.k r:,,,r� vis 0,..;:.iirs'..:'r 1.'.N,'. t S w j r . -• • , .. ,•. \ Z • H • re INSPECTION NO. PERMS ` . 11J O CITY OF TUKWILA BUILDING DIVISION s 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 2 Project Type of Inspection: D 9 S7 PM::' �� 4 1 /G = cy Address: Date Called � ' W Special Instructions: Date Wanted: / a.m. d -/ dJ .m.) W W /. ea �� �� � Requester: U 0 i 2. 2. .c. ; co Phone No: 0 _ ' -��06 c / y ' W— - w w = U Approved per applicable codes. Corrections required prior to approval. 0 -' Z COMMENTS: A � ■ 0 /9�7 /.k e- - 7 , Z I c -e-. 171 b-e_ �r ? / .,� Cif)/ r. c� ,f I �i P te. \ Y7-c-ir1 - NYC i ,1 - /r ,c fl t g./ - Pt9c:JPA <4 e,IJ Gf C 13 r. / /-/— (7".__ 4_ ,v;-;,./k/7,/( N y r 7:7 .a. Inspector: L am' Date: ti.Th ..(9,-) t , k . $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be "' - paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l ry ,. Receipt No.: Date: , , ■ y di ; , ; , , , A ' a , x x r a ; ;, N : t t i t a “ , ' 7 ” 4 I, 4t A % ;i: F:nkr t4,irc tixrk , ft :, Z =H ~ W J U t . : i N0 INS PECTION RECORD co w I �._ ILI _ > I r � Retain a copy with permit � �� � � � U _ INSPECTION NO. PERM • . <' O ■ ` CITY OF TUKWILA BUILDING DIVISION '• 1 al 6 300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 LL Q Project: Type f Inspection: W D I cs Iro ( r cr)eY7 . CI Address: ale Date C :/ Z = Special Instructions: Date Wa T. J�� W O ■ < `' r / / 7 / P • W ° f l > V % ,7 Reque John e Pho //ll� p 7 �1+ y�d � / �� W W • H U Ei Approved per applicable codes. El Corrections required prior to approval. Li„ r - COMMENTS: tii N U \)r v, , \\4:. r w % - �L �'\ T C r Srct °, \ rS.esecc - & �� S1 -Ie \ i , 1 .' , Tr w�_1h ` ' r ` i � 6 d • lnspector� � Date: �j '�����` P :, 1 fin_l,r- E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be z,} • . 4 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. +<; :. r, • 4 Receipt No.: Date: Lc. , =.a 1 • E:3 T ,'::= 1 "' ",: 1 ..r ..,, -- ni.,.. .A.:u,,, AY..,...'J. - ,.,,,' nl.... - s6se ^ ■ • . :` ■ z r W 00 • w.... v. .s::n:, •4. v . .. —. ......... • .;,fga t,:'"of7',ot Stir#rt4444wiliaSii!1 w'rij+ .40p.t, y :r SW AU ■ N . PROJECT NAME: /'� S A . ; �C'/e PERMIT..! 0.0:. 2 )02-57e/ Site Address: 3g /l X /G / - - -- Original ivsue Date: - ,z7 --.3 REVISION LOG • • Revision I Date I Staff I • Date ( . ''Stan • No. I Received I Initials ) Issued I Initials Z z I 1 .3-/0 i S;L'.S' I I = 1.- W Summary of Revision: ,/gdvft) , V6i,tee/l. ..V¢,4,A7 G4il,� U / 0 Received By: co w (please print) J H V) W WO 2 Revision Date I Staff Date I Staff g No. Received I Initials Issued I Initials I u ' I- i Summary of Revision: z 1- 1- O Z 1- W Lu Received By: " • = o . (please print) ' 0 CO • 2W Revision Date Staff Date Staff F- No. ' Received I Initials I Issued I Initials 1 O 1 z I I ► 0_ ' Summary of Revision: - z F- Received By: • (please print) . ' Revision Date Staff Date I Staff No. I Received l Initials I Issued Initials I . .. __ • I I I Summary of Revision: Received By: ' �4� { `N p4, (please print) • '�' ' : 4 � � .~f m' : Revision Date Staff Date I Staff';, No. Received Initials Issued i Initials ;g (tiY • 1 I I ,,.? Summary of Revision: ,� t �. s; � ati y , ,� - i7 {YYtt1C X • -p 1 . E3: Received By: — (please print) f or' . .' P'J'S • A*A* :.`%�t:..t rids" -'t' HkU+nennraxwWna . µ.w , rvl . rFast .'. Vfr 41 »'4I rie r.. »v'L' wiry.. rnAr»..,-.. ,...._........... .. ...... ....., .... ..n.. <.s.o.. ,..._..D1e:LT.Y�' ' ■ -, - -- - _ t. C/ - - T ! . . r _ , r try _..` PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -374 DATE: 03 -17 -03 PROJECT NAME: _ HOST PRO SCREEN WALL z I SITE ADDRESS: 3311 S 120 PL w et 2 Original Plan Submittal Response to Incomplete Letter # _, o 0 1 Response to Correction Letter # = Revision # 1 After Permit Is Issued W = 1— U) w O 2 DEPARTMENTS: - 5, q g GLOW I.�iUv1'��' l ing ivision © Building Fire Prevention ❑ Planning Division ❑ = CI Public Works ❑ Structural ❑ Permit Coordinator X Z i 1— O z 1- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -18 -03 ? o Complete Ei Incomplete ❑ Not Applicable ❑ o - p1— , f Comments: W w I f I-- V u. ~O Permit Center Use Only W Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U O Departments d etermined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROU NG: Please Route D Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04-15-03 i Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation REVIEWER INITIALS: DATE: +''0 ., Permit Center Use Only .' ` �^ CORRECTION LETTER MAILED: ,,�: , Departments issued corrections: Bldg N Fire ❑ Ping ❑ PW ❑ Staff Initials: W S ..• A . 1 t lip`, o.0 FAA; r r A x , 0 . r s:� t 1 Documents /routing slIp.doc ' � 2 -2 &02 t $A ,^ ,rr -�a a i' -i, ...„ .., . , .,, , ,. ..r ,. ,, 4.t...%"•„...„,hJM +a,.a „,..,e,,, „v,. ,H1 +4,414.24..,tf. .yjy,. ,,, u•,.. .,..., , „ ,.o, .fit : '6•∎• 4, yh� Ittrry �•tA�'N t .re.+.s,M yy/ NC472,1 ;y»..w, -.1/ I r ,. , - - c :` a !, PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -374 DATE: 12 -23 -02 • PROJECT NAME: HOSTPRO (MICRON) - SCREEN WALL z a • SITE ADDRESS: 3311 S 120 PL w X Original Plan Submittal Response to Incomplete Letter # -J 0 _ U) Cl Response to Correction Letter # Revision # After Permit Is Issued J = h- N. CO 2 r L DEPARTMENTS: g 5 Buildi Division 0 Fire Prevention GI Planning Division Q Cy = Pub Mks Q Structural ❑ Permit Coordinator Z i i yvor I._ zo DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-24 -02 2 D Uta Complete 21 Incomplete ❑ Not Applicable ❑ O — 0 H Comments: W W I - u_ 3 Permit Center Use Only l . Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U ~ O ~ Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -21-03 . Approved ❑ Approved with Conditions TI Not Approved (attach comments) ❑ Notation: ' C- -; ,. f , REVIEWER'S INITIALS: DATE: f ., 4 , Permit Center Use Only If , CORRECTION LETTER MAILED: Departments issued corrections: Bldg ID Fire ❑ Ping ❑ PW ❑ Staff Initials: t `fix ` rA 4s. t PERMIT COORD Or �,'( 1,, ,,,s„ ,7 . : .ra Documents /routing slip.doc ° ,/, : 1,, 2.28.02 41, _t + .., ( SC"IY.9(f`�."�Cgtn�f ,srowmmn�......:..v «..,.... +i� :. ..v, .wA�:Yo ^ nztna+ nrw. aa....,,. ..- ,,,..... ........... ..- .v_.- ..,.•. .:....., �,.. ,............,.��..ro....e. gk�}� }�r r z.Va75++l:aM1k'x .° . r . \ _...,," .01$41.121-: it 4sy City of fukwila diiiP 5 _: !,• 0 D of Community Development - Permit Center 1 `':fri 1`.. -{ 6 300 Southcenter Blvd, Su ite 100 rte '. o , ' �;1� .. Tukwila, WA 98188 X -- . - --'' 0 (206)431 -3670 1908 - Z �p• t � �:�w' ; •'.l,. ' A �' N : r r ry , g ttt Y j.. .•t c • 7r >.x t. •IT: �vyssTVi:l: �aK.ti ( .t!..,�* 'Y w. r., . ' 'I. i �!�y .. � t, '`^7Y a -A �+;: '."} r �.,0: t„ilW�'�l'�3.. "4`X ',��..: l ;ry n ,. � rh� i t�.�l ��i� ±'' ttx4 � }j '" I�7I`� `" +V � � � �� r ` '!- •,`,}.. ^ r . l...�l det • �; r.: �ti:, tfr .. ' ;�"+ Z r ��t ; .._ y, .:s k"•�•.� f 1.. .�. ,• ,• .,,. t,uy!„kL f' :1 'tCl,�:li� 7�" , r p, � 1. r 1 "• �` � � �: x ��'c '•.l r. ( � t:. �! s ! t . �' r l r � 1 t, u l . � 3;.:. e.f.. �n� ! '4, iy W :!?('� } t�� -x •1��}i i ��� 'J � ��. x k. uL: , - t;W'i, •in, . .i.:t,ll.:��r k:: atl M: 2� ': }':r .. lr�*�i :.�'r .� .•�� t?t.i b.. . �. 'x•�'�a,. ",T ..1. �,}.5: .'!. �i r.... .•(.�`�.1./.rt �. �'�� 1i+ C Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted -1 p through the mail, fax, etc. N 0 U) ILI J 2 Date: r - l U L •3 Plan Check/Permit Number: 1.( - 37 9. Cl) r W E1 Response to Incomplete Letter # g Q 0 Response to Correction Letter # N a Revision # L after Permit is Issued Z i I- Project Name: ��(�� V\ �, G.� � 2 � 3 1 ( r '7 -. �G ? L r U CI Project Address: , 5 3 �5 On' L- V. _.�,� i) k UJA c �`' D H Contact Person: c^.)�v\ 6 �r�"l %f\ r c v\ Phone Number: ac x, -ACS 19 '(9.(-1 �� w w Summary of Revision: - H �Y i-�icc.� -- 11 <5Y1 �')' t'�2c�1ri 7n)-4 l , c re kv? i u. co ( ,+cam -t om 2 cc. =._% v i . r o ~ Z ` '.....- -- --•- -- t - . , I'll : f . "" ui \ 1 ? 4' (40 03 . F �k-r i , 3 y y3t k Sheet Number(s): 1 94 "Cloud" or highlight all areas of revision including date of revision x ,: 44 i ' ,± Received at the City of Tukwila Permit Center by ' _ �- . - -- 1 c r -. • A\r . .s 4 tp ' , City of Tukwila al * IP �,, , x Department of Community Development - Permit Center i `.iii 1 1 1 4 6300 Southcenter Blvd, Suite 100 0 , %��. 2 Tukwila, WA 98188 X '- - »� - --'r O (206)431-3670 1908 Z .!. .: (f±��Ja �,,... ''������ .� .3: tt'' ..� t t _ i s • 1d •:,r;:!'.Y1i� °fr. •, ���•,:, ... �. ^ ., fr,l t'^7i +' ;•v - .-r} [';�4 �rrr�fri�+1,� »y�, : °i 1 � LS �� 14{ } t IVYY . �i' t '� �" U� 'i w �t .� . , ? i . .�" +x 'l4 ,H ! at p T I U: ziTik � Kw 4",:;.,So C., }: ',ShNyi S' / . i. ; ,ti747 .w s;�� 7:4".,n :ro' S ,:, i "W:,..- .1 :i :• % ::;hiy,h �+, * •, t .�..�. . .IlA '~ Z n_ w C Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted v through the mail, fax, etc. co p co • = Date: 3 - 10 ° 3 Plan Check/Permit Number: -- D ` 37 N w w 2 ' 0 Response to Incomplete Letter # g 5 E3 Response to Correction Letter # co d Revision # / after Permit is Issued H = Z F- ZO Project Na 1 1- ?f \, � V\ UJO w uj � . 2 Project Address: ��(31 ( , 1 X f Y '__�__ UJA O N Contact Person: J (\/\h o e yy / civ\ ... Phone Number: c�C., - S M -- ( 9,L j ( 0 1 ' w w Summary of Revision: � � H 0 r _ I ter i-ct r c -1 <Nl e� k i ( bir f 1 . C re l/ J Q./Z LL . Z w o i Z I \ ,. 4R 1 ,, p* • p 2 003 h - a, Y Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision r ``" { !. ,..t; : K S . x . j. i Received at the City of Tukwila Permit Center by: Vii i a t, °r `rt 1 ,c Entered in Sierra on Z _-//'d '.` '3 , '6 -pf i . yyfj } . �w�"T� OM 1 , , 08/30/00 ;+* ^ , N 1 /ft, CIHIZMHILL SUBJECT— k.A#''/d V BY - ,2. SHEET NO` 1 of 1 DATE lk.:.1— ' * 4 ._ PROJECT NO. / 77• !rile LJ.fl'Tff.Tii -I-1 1 �..� -1" . -I ,1 - -H� ;� -F- I: _.T 1 ... 1 I. • PILASTER WHERE REO10. SEE PLAN FOR LOCATION .4 REBAR DOWEL AT PILASTER, SEE CONC 11-3" LB THICK PILES CT.O. SLAB EL VARIES, SEE PLAN) RECEIVED CITY OF TUKWILA MAR 1 3 2003 PERMIT CENTER a. .O. CIJI� WALL EL 112' -10" (TYP) C2) +SuCONT AT TOP OF WALL ♦5048" HORIZ (MAX) 8" CMU WALL ■61124" VERT CTRD IN WALL B" WIDExREQ'D CONC CURB UNDER CPAU WALL (2)+'5xCONT IN CURB T.O. CONC CURB vf!fM...w.. .1 —! 6K 3 c rot *4 REBAR DOWEL ADHESIVE ANCHOR EA CELL WITH 4 1/2" MIN EMBED NOTE: MECH LOUVERS NOT SHOWN, SEE ARCH Tr) i • TYPICAL CMU WALL SECTION NA7;$. EnTrlaiii ..'_ . w.71..I_.1 i . I,r .� 1 H:1ji1yrI -1-1.-.1.1:..111-1. 1 i f „ 1 1 1, I'I REV 10198 FORM 18C 02:-.37Y wMWJWtiplMorWraWNwYwM + sif.faTw'•.•Y +• 54NUt..! nMaM' �9t! W» vWlll M'+ t' iwtf nT�-' M .k:KAY4.k�'+^4'K".WaW'Pl'i:4.�! ]CSY.1'4�aRS^_S9!nTAf_= iH£:�;� r3hi :.N<.v�.! a 1OT RL) LIGHTREALM - A MICRON COMPANY STRUCTURAL CALCULATIONS FOR CMU SCREEN WALL PREPARED FOR: JOHNSON ARCHITECTS Prepared by: CH2M HILL : r- 20- Dec -02 177456 'EXPIRES (— — 24)195- RECI tYED CITY OF TUKWILA DEC 2 3 2002 PERMIT CIENitin. a37i CH2MHILL Masonry Beam Design Referenced Files: Material Properties Reference:F: \Structura\Misc \Units.mcd Material Properties Pmax = 0.005345 ; fr.m := 2.5• f m _ psi •psi; fr,m = 0.097ksi Masonry resistance factors UBC97 2108.1.4 fib: =0.9, 4b= 0.9 (h bearing= 0.70 4v:= 0.7, (I)v= 0.7 Section Properties barsize •= 6; db := barsize' 8 , h := 7.625n, b := (6.8)in, wm := 78psf; d := -112; d = 3.813in 4-6n Flexural Strength change function to make d constant instead of variable 4 MI(AS) :_ (pM4As , d) Seismic n8 masonry wall.mcd \ \OWL \Proj \165034 calculations — . .. .\ .. ,,,, _,, CH2MHILL' , TI-tt -7. -2- Masonry Beam Design Referenced Files: © Reference:F: \Structura\Misc \Units.mcd 1 Material P r o p e r t i e s l e /f p/ /q S >le 7r C AA 14 . . Z • Material Properties = I— f := 1.500•ksi; f := f f = 60 ksi; E = 29000 ksi; E := 750•(f m); Rif 0.85; 131 a 1 f; '� u 2 ' QQ n := E E ; n = 25.778 ; E 1125 ksi 0.85 f31) .f f - 1 .0.003•(0.003 + f •E - 1 ) - 1 0.01069 U UO Es m m= Pb - R1 m' y y s � P b = 01069 ; '} Q Pmax 0 . 5 Pb; Pmax = 0.005345 ; f := 2.5• Jf m - psi•psi; f = 0.097 ksi W W Masonry resistance factors _i H UBC97 2108.1.4 co u_ 4)b: = 4)b W =0.9 2 } 1- LLj A b•d' As.max = 0.934 1 in V N s.max Pmax b ft I` _ 0 pMn.max 1 Z 4 Mn.max= 4 Mr(As.max, d b = 53 ftk } change function to make d constant instead of variable 4MI(A := 4M4A //2,Ab : :::; f S- \ / Mv , �r (pMr 2Ab \ f ■/ , \\ 2A b a // \ 2 . f;7 �(G�� f, /" 5 4-,- Seismic a = 2.5; R = 3.0; I := 1.0; h = Oft; h := 1.0ft; W := w C 0.36 • h " o . Wp• 1 + 2 x Fp(Wp) := Ca•ap• r ; F = 0.3 kip; F = 0.023 1 kip ; s I R P 2 1 2 ( rill Mp '= Fp(wm)' (1311) , 9.3311; Mp = 18.44811k .2._. ? k C TU' '" {. ! M 6 - 7 4. ` 14 ' 7 " — 44 c''''''W'li Ltwartig 1 A 49-144 / ;`1--5-5 ,,1::,,,,..vti.;,*, 10 'takceP { ; . ) 12/20/2002 2 :38 PM n8 mason wall.mcd P: �' 0•:,:„...,..„...,,,vgil t t ,,,.t,..x.„....„1,. - -, - — A. • A subsidiary corporation of the International Conference of Building Officials ,., EVALUATION REPORT � ER -4285 Copyright ©1998 ICBO Evaluation Service, Inc. Reissued November 1, 1998 Filing Category: FASTENERS — Concrete and Masonry Anchors (066) z ITW RAMSET /RED HEAD EPCON SYSTEM Pt = Service tension load. ' . Z ITW RAMSET/RED HEAD V = Applied service shear load. et III 1300 NORTH MICHAEL DRIVE V = Service shear load. 0 WOOD DALE, ILLINOIS 60191 t —J U Anchors are not permitted to be subjected to vibratory loads 0 0 1.0 SUBJECT as those encountered by supports for reciprocating en- u) W D ITW RamseURed Head Epcon System Ceramic 6 Epoxy An- gines, crane loads and moving loads due to vehicles. Anchors u) _ chors. are permitted for live load, dead load, earthquake load, and _1 I-- ' wind load applications. 0 u- 2.0 DESCRIPTION 2.3 Concrete: � O ( 2.1 General: 2.3.1 General: Anchors are used in normal- weight concrete The ITW Ramset/Red Head Epcon System Ceramic 6 Epoxy with various compressive strengths. See Tables 3 and 7 for u_ < Anchors are stud -type adhesive anchors for use in concrete installation requirements for various threaded -rod sizes. c and unreinforced brick walls. The anchors consist of a poly- 2.3.2 Installation: A hole is drilled and cleaned of dust and = and mer epoxy adhesive and either a threaded steel rod, nut and debris, using a nylon brush and a jet of compressed air, to ac- ~ 2 washer or deformed shank reinforcing bars. The threaded commodate the anchor. Holes for 3 /8- and 1 /2 -inch (9.5 and Z F— steel rods range from 3 /8 inch through 1 inches (9.5 mm 12.7 mm) threaded studs are drilled 1/16 inch (1.6 mm) larger Z 0 through 31.7 mm) in diameter, and must conform to ASTM A than the stud diameter, to predetermined depths, with hand- W 307 [F„ = 60,000 psi (415 MPa) minimum]; ASTM A 193, held electropneumatic rotary hammer drills using carbide- M m Grade B7 [F„ = 125,000 psi (860 MPa) minimum]; or ASTM tipped drill bits that comply with ANSI B212.15 -1994. Holes D o F 593, Grade F593A (Alloy Type 304) [F = 115,000 psi (795 for reinforcing bars and 3 /8- through 1 -inch (15.9 through p W MPa) minimum]. Deformed reinforcement bars range from 31.7 mm) threaded studs are drilled 1 /8 inch (3.2 mm) larger 0 1-- No. 3 to No. 10 and must conform to ASTM A 615, A 616, A than the bar or stud diameter. to 617 or A 706, Grade 60. For installation in unreinforced brick W • walls, a threaded steel rod, screen tube, steel sleeve, steel Ambient and concrete temperatures shall be at least 65 °F 1 U plate, nut and washer are used with the epoxy adhesive. (18 °C) during adhesive placement. A mixing nozzle is at- u_ O The Epcon polymer epoxy adhesive, identified as "Ce- tached to the Epcon cartridge and the assembly is in turn at- ramic 6," comes in a 17.9 -fluid -ounce (530 ml) cartridge that tached to the injector tool. Before application, the epoxy is ti 0 , pumped out of the nozzle until the material achieves a uniform has equal amounts of resin and hardener components. The H 2 dual- component cartridge is used with a hand - powered in- light -gray color. The hole and surrounding location shall be 0 I-- lector tool and disposable plastic mixing nozzle that mixes dry before the adhesive is placed. Holes are filled approxi- z the resin and hardener components as they are pumped mately one -half full with the mixed epoxy, and the threaded through the nozzle. rods are inserted, with a rotating motion, to the bottom of the hole. Adhesives shall cure in accordance with Table 1 before The recommended shelf life of the cartridges is two years placing attachments. when stored at temperatures of 40 °F to 125 °F (4.4 °C to 2.3.3 Special Considerations: The anchors may be used 52 °C). within fire- resistive construction, provided the anchors only 2.2 Design: resist wind and/or seismic forces. The anchors cannot be Allowable static loads for anchors installed in accordance used to resist tension loads in ceiling or wall installations un- with this report are shown in Tables 4, 5 and 8. These values less special consideration is given to fire - exposure condi- must be adjusted for in- service temperatures in accordance tions. with Figure 1, and for spacing and edge effects in accordance 2.4 Unreinforced Brick Walls: with Tables 2 and 6. Allowable loads for anchors subjected to 2.4.1 General: Anchors installed in existing unreinforced combined shear and tension forces are determined by the fol- brick walls with Epcon Ceramic 6 Adhesive resist short-term lowing equation: wind or seismic loads only. Existing unreinforced brick walls s/3 5/3 must have a minimum thickness of 13 inches (330 mm). An- 14.4 �` "� t?S + VS 5 1 chors are installed in three configurations, with each utilizing (P�) (V t he adhesives, threaded rod and screen tube. Configuration ,,, r A, shown in Figure 2, has a straight threaded rod embedded ,v y y where: 8 inches (203 mm) into the wall. Configuration B, shown in ; '" �/l P = Applied service tension load. Figure 3, has a threaded rod, bent and installed 13 inches ; F4r�A�' #r Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, utilizing the code upon which the report ± • ? ~ ; t. is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- F s;:t. „ -, ' - dation for use of the subject report. r; „" ' . f ;.,t . This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the ti -... test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express -'{r', ; : . , . 4 <_ or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. s.', "" "' Pagel of 6 ' v •. ‘y 1' R :. , . 1;,.' •— • ; .. .'tz e.a,; T.: 4; :0 . %4'. ,.8'A:iY A134 I' t . 411.,* P. ' • 1t4�V, rt::] . ,,,, . ... .... .. .. d. ' ..ai.:.= . x i�->'f ` r a . ..fin '.: n�� :•: ,1'cextisx,::;u . > • , .r 1 ! • Page 2 of 6 ER -4285 (330 mm) into the wall at a 22.5- deg.,,,.1 angle. Configura- psi (380 hi a) when tested in accordance with UBC tion C uses a through -bolt, steel sleeve and steel plate, as Standard 21 -6. shown in Figure 4. b. Twenty -five percent of anchors are tested by a special The threaded rod for Configurations A and B is a zinc- inspector using a calibrated- torque wrench set to a plated, 3 /4- inch - diameter (19.1 mm) ASTM A 307 threaded minimum torque of 60 foot - pounds (80 N -m). No vis- rod. A 5 /8- inch - diameter (15.9 mm) ASTM A 307 threaded rod ible deflection or deformation is permitted under is used in Configuration C. torque. Steel sleeves for anchors in Configuration C The screen tube is electrogalvanized steel wire cloth are tested prior to installation of threaded rods. formed into a tube having a 15 /16 -inch (23.8 mm) diameter c. Anchors installed in accordance with details for Con - and a length of 8 inches (203 mm), except for Configuration figuration A or C have a minimum edge distance and Z B, in which the tube length is 13 inches (330 mm). The screen spacing of 16 inches (406 mm). Q tubes used in Configuration C have a plastic bottom to pre- d. For each project, the project engineer and contractor vent escape of adhesive and allow through drilling to corn- must submit a report indicating compliance with this W plete the anchor installation. evaluation report to the local building department. QQ 5 A 7 -inch -long (194 mm) sleeve formed from No. 16 gage 5. For seismic or wind tension loads for Configuration B: J ASTM A 36 steel, used in the through - bolted Configuration C, a. Allowable load is applicable only where in -place mor- C 0 h 0 as an outside diameter of 13/16 inch (20.6 mm). A plastic plug tar shear tests indicate a minimum ultimate strength N W is inserted in the tapered end of the sleeve. The flared end of of 55 psi (380 kPa) when tested in accordance with W H the sleeve has hexagonal splines to accept a socket exten- UBC Standard 21 -6. sion. A 6- inch -by -6- inch- by - inch -thick (152 mm by 152 u- b. Five percent of anchors are tested in accordance with mm by 9.5 mm) ASTM A 36 steel plate is located on the back W O ASTM E 488, with a minimum of two tests required. face of the wall at the end of the threaded rod of the through- Where the wall thickness varies, at least one test is 2 bolted connection. performed on an anchor that has the least embed - n Allowable shear for Configuration A is 1,000 pounds (4450 ment. Tests shall indicate that bolts can sustain a ten- 0 D N). The allowable tension for Configuration B is 1,200 pounds site load of 3,000 pounds (13 350 N) for a five - minute Cl (5340 N). The allowable shear for Configuration C is 750 period with an allowable 10 percent deviation. Z I-- - _ pounds (3340 N). Allowable values are for short- duration Tests are under the supervision of the project engi- Z ♦— seismic or wind loads and cannot be increased for these neer or an approved testing laboratory. At a minimum, I— 0 short -term loads. Where the load combination equation the test report shall include: Z I— (12.11) in Section 1612.3.1 of the code is used, the 0.75 factor W W • is 1.0. The adhesive for the installed anchors must be pro- Test location(s). n 0 • Brick/mortar condition. 0 0 tected from direct weather exposure. U N • 2.4.2 installation: The anchors are installed in 1- inch -diam- Bolt movement /elongation. 0 F- • Embedment depth. eter (25.4 mm) holes drilled into mortar joints by means of W W standard rotary drill bits for use in concrete or masonry and • Applied load. = • a rotary drill or rotary hammer drill used in the "rotation only" c. Twenty -five percent of installed anchors are tested by H H m The hole is drilled perpendicular to the wall face to an a special inspector using a torque - calibrated wrench u - Z 8 -inch (203 mm) depth for Configuration A, and through the set to a minimum torque of 60 foot - pounds (80 N -m). wall for Configuration C. The hole for the Configuration B an- No visible deflection or deformation is permitted un- U u) chor is drilled at the angle and to the embedment described der torque. F- _ ~ in Section 2.4.1, using a guide that is either hand -held or at- d. Configuration B anchors have a minimum edge dis- O tached to the drill. The holes are cleaned with oil -free corn- tance and spacing of 16 inches (406 mm). pressed air and a nylon brush. e. For each project, the project engineer and contractor The mixed adhesive is injected into the screen tube until must submit to the local building department a report completely full. The tube is then placed into the drilled hole, that includes a statement of compliance with this eval- and the threaded rod of Configurations A and B or the steel uation report. 1 sleeve of Configuration C is slowly pushed and continuously 2.5 Special Inspection: rotated into the screen tube, forcing the adhesive through the screen and into the hole. The adhesive must be cured at the Adhesive anchor installations require special inspection in temperature and for the time period noted in Table 1 before accordance with Section 1701 of the code. The special in- . load application, in Configurations A and B, or before continu- Spector records the drill bit compliance with ANSI ing installation of the Configuration C anchor. After the adhe- 8212.15 -1994; hole depth and cleanliness; product descrip- sive is cured in Configuration C, a 5 /8- inch - diameter (15.9 tion, including product name, rod diameter and length; adhe- mm) hole is drilled through the plastic plug in the end of the sive expiration date; and verification of anchor installation in steel sleeve, using a standard rotary drill bit. The 5/8 -inch accordance with the manufacturer's published instructions (15.9 mm) threaded rod is inserted through the hole and at- and this report. tached to the opposite side of the wall using the metal plate 2.6 Identification: L . ``'' and nut. The Epcon Ceramic 6 Epoxy Anchors are identified by labels on the packaging indicating the manufacturer's name , 2.4.3 Miscellaneous: Acceptability is contingent on the fol- p 9 9 g (ITW '� ��'::�+r,' Ramset/Red Head), product name, material lowing: ), p type, serial num- ttyt + ber traceable to production date, length and diameter of the ,,,.,, 1. Approval by the project engineer. threaded rod, and evaluation report number (ICBO ES A* 2. Installation under special inspection in accordance with ER- 4285). Section 2.5 of this report. ,t':,;' 'r 3.0 EVIDENCE SUBMITTED � , i ..: „ � 3. Only seismic or wind loads are imposed on anchors. -'.ti;= 4. For seismic or wind shear loads on Configurations A and Data in accordance with the ICBO ES Acceptance Criteria for '� ;`. a,` C: Adhesive Anchors in Concrete and Masonry Elements , • (AC58) dated January 1998, including reports of creep and ' °'i' a. Allowable load is applicable only where in -place freeze -thaw tests; and the ICBO ES Acceptance Criteria for ' ”' "' "'�" shear tests indicate a minimum mortar strength of 55 Unreinforced Masonry Anchors (AC60), dated January 1995. 4 7 4R,111; r n m ma �W N j�'NA` p iX, r y=e rt e = ==m a'7�.•�y+L1,,, � = . , . _ . r ,v. ,,,, nyc.; +7..�'�r; ee;;;-.2 �. - �i It , *, s.: ,. ,, V,' ^.4i, 1,. �' � g yii N 'N K Y �'�� `Y'= lkc w A `3.- .� v !a _.. :ivq�•1:.:,:� .'`.• '"y'`` '/".,9,c - �a.._. 4..7 ... ; r .. • Page 3 of 6 ER -4285 4.0 FINDINGS 4.8 Adhesive anchors in unreinforced brick walls re- That the ITW Ramset/Read Head Epcon System Ceram- sist seismic or wind forces only. Ic 6 Epoxy Anchors described in this report comply with 4.9 Use of anchors in concrete to resist earthquake the 1997 Uniform Building CodeTM, subject to the follow- loads is permitted when reduced to 83 percent of ing conditions: tabulated tension values or 75 percent of tabulated 4.1 The anchors are installed in accordance with the shear values. The tabulated allowable load values manufacturer's instructions and this report. may be increased by 33 percent for short-term 4.2 Anchors are installed In holes and substrates pre- loads, such as wind loads in accordance with Sec- . drilled with a carbide - tipped masonry drill tion 1612.3.3 of the code. manufactured within the range of the maximum 4.10 Anchors in concrete are limited to installation in Z and minimum drill -tip dimensions of ANSI , Z I--' B212.15-1994 for the allowable values set forth in uncracked concrete [which is defined as concrete E- Z this re ort. subjected to maximum 170 psi (1172 kPa) tensile W p stress induced by external loads or deformations]. 6 4.3 Special inspection in accordance with Section 2.5 -J 0 is provided for all anchor installations. 4.11 The anchors are limited to Interior use, except that 0 0 4.4 Calculations and details showing compliance with installation in concrete in severe, moderate or neg- u) W 1[gible exterior weathering locations, in accord- W this report are submitted to the local building offi- ance with Figure 21 -1 -1 of UBC Standard 21 -1, Is -t 1-- ciai for approval. permitted when stainless steel threaded rods are 0 u- 4.5 • Anchors are not used in conjunction with fire -re- installed. al O sistive construction, except as noted in Section 2 2.3.3. 4.12 During installation, the hole and surrounding loca- • 4.6 Anchors are not used to resist tension forces in tion must be dry. < ceiling or wall installations unless special consid- 4.13 Adhesives are manufactured in Montgomeryville, a eration is given to fire - exposure conditions. Pennsylvania, and Wood Dale, Illinois, with quality I- _ 4.7 Anchors are not subjected to vibratory or shock control inspections by PFS/TECO (NER-QA251). Z 1- loads, such as those encountered by supports for 1. 0 reciprocating engines or crane rails. This report is subject to re- examination in two years. Z 1-' UJ • a U � TABLE 1- MANUFACTURER'S RECOMMENDED CURE TIME FOR EPCON CERAMIC 6 EPDXY ANCHORS p - MINIMUM CONCRETE TEMPERATURE' INITIAL SET TIME CURE TIMES • I-- ( °F) (hours) (hours) ll.l IIJ . 65 1.0 24 F U 90 1.0 24 -L.- - 0 For SI: t °C = 5 /9(t °F - 32). u j Z 'Adhesives shall be installed in substrates at temperatures of at least 65°F. Installation in substrates at temperatures below 65 °F is beyond the scope of this report. U co 2 Anchors are to be undisturbed during the initial set time. N I 3 Cure time required prior to application of allowable (design) tensile and shear loads. Z TABLE 2- REDUCTION FACTORS FOR REDUCED SPACING AND EDGE DISTANCES FOR THREADED ROD INSTALLED IN CONCRETE WITH EPCON CERAMIC 6 ADHESIVE TENSION CAPACITY SHEAR CAPACITY Spacing (a) and Edge Distance (c) Factor (Fr) Edge Distance (c) Factor (F„) Smin = 0.75E 0.75 1 c 0.50E 07 e „ = 0.5E 0.3 min = I 'Linear interpolation is allowed for edge distances that fall between 0.5E and 1.25E and anchor spacing that falls between 0.75E and 1.5E. (E = embedment.) 2 Load reduction factors should be combined (multiplied) where applicable. In the case where three or more anchors are used, spacing reduction factors must be combined (multiplied). Where two or more edge distances affect performance, edge reduction factors must be combined (multiplied). When a group of anchors is affected by both reduced spacing and reduced edge distances, the edge and spacing reduction factors must be combined (multiplied). L TABLE 3- SPECIFICATIONS AND DETAILS FOR INSTALLATION OF ,;4:P.7 '-.577i THREADED ROD IN CONCRETE WITH EPCON CERAMIC 6 EPDXY ADHESIVE j ROD DIAMETER 4 gil PROPERTY 3 /8 Inch 1 /2 Inch 6 /a Inch 3/ Inch 1 Inch 1 Inches ' , a ,�aOK.•rA.b = A [Tensile stress area of rod (in 2)] 0.0775 0.142 0.226 0.334 0.606 0.969 �,' 1,?L Ab [Nominal area of rod (in 2)] 0.1042 0.1867 0.2935 0.4246 0.7589 1.19 'ry ' 10 m 7 9/16 3 7 � `i' , } il . BD [Nom. bit diameter .)] /16 /4 /8 1 1 /g ' 3 / � 1� >, x �� �r• E [Min. anchor embed. (in.)] 3 4 5 6 9 11 ,, a ' ' T [Max. tightening torque (ft: 18 25 80 160 330 450 (ft.-1b0] i q , H [Min. base material thickness (in.)] 5 6 7 9 12 15 i For SI: finch = 25.4 mm, 1 in. = 645.16 mm 1 ft: lbf = 1.36 N -m. qtr '`1 * • : ,i; 2Ny+H! i.:,.u.4�:v +J:s.:iu. ..wn,. a ...,...wn,,.o..w..,..w...« w..:u... srr.w...- ;..s'n4.amev n•.Y...,. :..o-.n._..)t .... -n. e,s... >,.: R: ay " ..,�____G:.+.,�.. -... w n , ., ....,._,. .. w..,..,..,,< ,.....,, o-,..ra.,,,4 , - . - - -1 Cr :` I . . , Page 4 of 6 ER -4285 • TABLE 4- A...._JWABLE TENSILE LOADS FOR THREADED ROD INSTALLED IN NORMAL - WEIGHT CONCRETE WITH EPCON CERAMIC 6 EPDXY ADHESIVE 1 ,2,3,4,5,6,7 MIN. TENSILE LOAD IN. BASED ON CONCRETE AND BOND TENSILE LOAD ANCHOR DEPTH, SPACING, EDGE, STRENGTH (Ib1) BASED ON STEEL STRENGTH (Ib1) DIAMETER h,.to s c A 307 A 193 Grade B7 F 593 (Inches) (Inches) (Inches) (Inches) l 2,000 psi f,'= 4,000 psi (SAE 1018) (SAE 4140) SS 304 3 3 5 4 1,800 2,110 /8 4 6 5 2,080 2,505 2,080 4,340 3,995 , 4 2 6 5 3,315 4,420 1/2 6 9 71 /2 4,780 4,900 3,730 7,780 7,155 5 5 8 7 4 6 Z /8 7 11 9 5,660 7,190 5,870 12,230 11,250 < 3 6 10 8 7,195 7,885 $- Z /4 9 13 11 7,940 10,345 8,490 17,690 14,860 I 9 13 11 10,085 11,970 1 12 18 15 12,180 15,545 15,180 31,620 26,560 JU 11 4 16 14 13,915 14,245 U 0 11/4 15 22 18 16,340 19,930 23,800 49,580 34,670 N W For SI: 1 inch = 25.4 mm, 1 Ibf = 4.48 N, 1 psi = 6.89 kPa, t °C = 5 /9 (t °F - 32). W H 'Allowable load must be the lesser of bond and steel strength. The steel strength values in the table are in accordance with Section 2.1. to u_ 2 The allowable tension capacities may be increased for duration of load in accordance with Section 1612.3.3 of the code. Resistance to earthquake loads is permitted when W O bond and steel load are reduced to 83 percent of tabulated values. uj 3 The tabulated values are for anchors installed at the specified spacing (s) and edge (c) distances. Spacing and edge distances may be reduced in accordance with Table 2. Linear interpolation may be used for intermediate spacings. g J *The tabulated values are for anchors installed in concrete having the designated compressive strength or higher at the time of installation. S 11- 5 Epcon anchors experience a reduction in tensile and shear capacity with increased ambient temperatures. The load factors noted in Figure 1 must be applied to the values N noted in the table above when the anchors are installed in locations in which the ambient temperatures may exceed 85 °F. Z W 6 Special inspection in accordance with Section 2.5 must be provided for all anchor installations. I - _ 7 Section 2.3.3 contains special considerations for anchor load conditions. Z I- 8 Bond strength load based on a safety factor of 4. Z 0 9 Displacement under load is 1 /8 inch or less. W I member or slab thickness is 1.5 h 2 D VO TABLE 5- ALLOWABLE SHEAR LOADS FOR THREADED ROD INSTALLED IN Q NORMAL- WEIGHT CONCRETE WITH EPCON EPDXY ADHESIVE 1,2,3,4,5,6 WW 2 MIN. BASED ON ONCRETE AND BOND SHEAR LOAD I•-' V EMBED. STRENGTH (Ibf) BASED ON STEEL STRENGTH (Ibf) LL I ANCHOR DEPTH, SPACING, EDGE, - Q DIAMETER h s c A 307 A193 Grade B7 Z (inches) (Inches) (Inches) (Inches) f° = 2,000 psi f 4,000 psi (SAE 1018) (SAE 4140) SS 304 W 3 /8 3 5 4 1,300 1,465 1,040 2,170 1,995 U CO I /2 4 6 5 2,855 3,145 1,870 3,895 3,585 I- I-- 5 /8 5 8 7 4,575 4,950 2,940 6,125 5,635 Z 3 /4 6 10 8 6,430 6,040 4,250 8,855 7,440 1 9 13 11 9,630 10,085 7,590 15,810 13,285 1 11 16 14 16,270 15,865 11,900 24,790 18,840 For SI: 1 inch = 25.4 mm, 1 lbf = 4.48 N, 1 psi = 6.89 kPa, t °C = 5 /9 (t °F - 32). +. 'Allowable load must be the lesser of concrete and steel strength. The steel strength values in the table are in accordance with Section 2.1. 2 The tabulated values are for anchors installed at the specified spacing (s) and edge (c) distances. Spacing and edge distances may be reduced in accordance with Table 2. Linear interpolation may be used for intermediate spacings. 3 The tabulated values are for anchors installed in concrete having the designated compressive strength or higher at the time of installation. . 4 Special inspection in accordance with Section 2.5 must be provided for all anchor installations. 5 Epcon anchors experience a reduction in tensile and shear capacity with increased ambient temperatures. The load factors noted in Figure 1 must be applied to the values noted in the table above when the anchors are installed in locations in which the ambient temperatures may exceed 85 °F. • 6 Allowable loads may be increased for duration of load in accordance with Section 1612.3.3 of the code. Resistance to earthquake loads is permitted when bond and steel load is reduced to 75 percent of tabulated values. 7 Bond strength load based on a safety factor of 4. 8 Displacement under load is 1 /8 inch or less. 9 Minimum member or slab thickness is 1.5 h,,. y TABLE 6- REDUCTION FACTORS FOR REDUCED SPACING AND EDGE DISTANCES c ilM FOR REINFORCING BAR INSTALLED IN CONCRETE WITH EPCON ADHESIVE TENSION CAPACITY `' S Spacing (s) and Edge Distance (c) Factor (Ft) l ' Smin = 0.75E 0.75 t . . emin = 0.50E 'ii54 ; 'Linear interpolation is allowed for edge distances that fall between 0.5E and 1.25E, and anchor spacing that falls between 0.75E and 1.5E. ;;' N 2 Load reduction factors should be combined (multiplied) where applicable. In the case where three or more anchors are used, spacing reduction factors must be combined 141!'.., ! (multiplied). Where two or more edge distances affect performance, edge reduction factors must be combinbd (multiplied). When a group of anchors is affected by both , I , reduced spacing and reduced edge distances, the edge and spacing reduction factors must be combined (multiplied). CA*.;:%i ' J, •.S �S.::l ..r':(:.�..: /" .. . !.. .... It Yid er�.5. .v3il 7(4UMA .. ...< xi. 14.�y,y�,...{�q.ra+FF'Y];: iy..kt•;l.cu 'Yr�. \A ^4Y�hlP .v l.. t'h•w.u. s..i. .. a... ..a ..-. +n. •.. wanY?:1+0+4i:.'L'. .......: ........ .. .. .. .. . .. .. . • • tl'W:>h(.:.JU ¢i.1 ,lv ^ ^.�1 I�il'i J��.' 1 r Page 5 of 6 ER -4285 • TABLE 7 —St _.:IFICATION AND INSTALLATION DETAILS FOR RL.elFORCING BAR INSTALLED IN CONCRETE WITH EPCON ADHESIVE d Rebar Size No. 3 No. 4 No. 5 No. 6 No. 8 No. 10 Abr Nominal area of rebar (in. 0.11 0.20 0.31 0.44 0.79 1.27 4, Nominal bit diameter (in.) 1 /2 5 /8 3 /4 7 /8 I1/4 11 /2 E Minimum anchor embedment (in.) 3 4 5 6 9 11 , ' For SI: 1 inch = 25.4 mm, 1 square inch = 645.16 mm . TABLE 8—ALLOWABLE LOADS FOR ASTM GRADE 60 REINFORCING BAR INSTALLED IN NORMAL - WEIGHT CONCRETE WITH EPCON CERAMIC 6 ADHESIVE MINIMUM Z REBAR EMBEDMENT DEPTH, SPACING, EDGE DISTANCE, TENSION (Ibf)e Q a c SIZE (Inches) (Inches) (Inches) I 2,000 psi /° a 4,000 psi l Z 3 5 4 1,755 2,300 Q .n No. 41/2 63 /4 55 /8 2,250 2,885 W U No.4 41/2 6 5 2,985 3,785 U O 6 9 7 4,175 4,720 CO p 5 /8 87 /16 7 3,530 6,935 CO w No. 5 71/2 11 9 5,010 7,680 J = F-- 6 10 /8 87 /16 4,485 7,300 N LL No.6 9 131/ 111/4 6,380 10,410 W O No 8 9 13 11 /4 7,740 13,545 12 18 15 7,460 16,355 2 11 / 16 14 11,150 19,125 IL j No. 10 15 22 18 12,305 20,580 For SI: 1 inch = 25.4 mm, 1 lbf = 4.48 N, 1 psi = 6.89 kPa, t °C = 5 /9 (t °F - 32). Z - W 1 The tabulated values are for rebar installed in concrete having the designated compressive strength or higher at the time of installation. ' I 2 The tabulated values are for anchors installed at the specified spacing (s) and edge (c) distances. Spacing and edge distances may be reduced in accordance with Z I" Table 6. Linear interpolation may be used for intermediate spacings. I— 0 3 The anchors cannot be used to resist tension forces in overhead and wall installations unless proper consideration is given to fire conditions. Z I- 4 The allowable load values shall not be increased for duration of load in accordance with Section 1612.3.3 of the code. Resistance to earthquake loads is beyond the scope of this evaluation report. D C3 5 The anchors experience a reduction in tensile capacity with increased ambient temperatures. The load factors noted in Figure 1 must be applied to the values noted in U the above table when the anchors are installed in locations in which the concrete temperature may exceed 85°F. 0 ,_ CO 6 Load based on a safety factor of 4. 0 I._ 7 Displacement under load is 1 /8 inch or less. MI 8 Minimum•slab or member thickness is 1.5 h Z 0 W - Z 0- P H O z 20 LL 1 co 1 ti o� o —to tu ' G r cl G -20 1 2 0 E = -40 �yJ' I ( 60 } C. ''' . ,�; - „.' .G � -80 0 32 70 90 120 150 180 � q Y ` } , IN- SERVICE TEMPERATURE (Degrees F) I as = 4 i FIGURE 1 —LOAD REDUCTION BASED ON IN- SERVICE TEMPERATURE ;a, ; „?i fi t ' ,Y,i�. ^4 r bdecrro a,, xast,u 1 7._______ Page 6 of 6 ER -4285 FIGURE 2— CONFIGURATION A unu li Iulitlruiti licinLWluumr r MAX. MEM FIGURE 3— CONFIGURATION B IMMO FIGURE'4— CONFIGURATION C r , ._ —. C.14/ 42/ LOOJ uo: Lo JOUJJ0 t o4b M 1 l; NACi . 01 • % . • t . 1 ,pr 29 03 08:23a JOHNSON ARCHITECTS PC OT E FR LOCAON •4 REBAR DOWEL AT PILASTER, SEE EXS7 1' -3" THICK CONC SLAB ON PILES (T.O. SLAB EL VARIES, SEE PLAN) T.O. CMU WALL EL 112' -10" (TYP) (2)•5xCONT AT TOP OF WALL •5048" HORIZ (MAX) 8" CMU WALL •5824" VERT CTRD IN WALL 8" WIDExREQ'D CONC CUARB UNDER CMU T.O. CONC CURB EL 102' -0" (2)•5xCONT IN CURB •5Q 16 MAX 208 846 9033 p.2 T.O. EXIST CONC SLAB EL 97'-3" MIN (VARIES) •4 REBAR DOWEL ADHESIVE ANCHOR EA CELL WITH 4 1/2" MIN EMBED NOTE MECH LOUVERS NOT SHOWN, SEE ARCH Air/YICAL P CMU WALL SECTION z =1 SK 06-06 -03 KTFZ REV. 04 -28 -03 i.: m co a. w Cd 410 Z W ce 6 00 co W= F- W O. CO 12 co I- Ill Z I- O (1) 3311 S. 120th Place #120 — , M.T.C. Materials Testing & Consulting, Inc. • REPORT OF FIELD INSPECTION AND MASONRY GROUT COMPRESSION TEST - , Report #G 3574 CLIENT: Marlin Construction LLC PROJECT: Interlard Protect . ADDRESS: 233 Main Avenue PROJECT ADDRESS: 3311 S. 120`" Place #120, Tukwila, Wi . Renton, WA 98058 FILE NO: 03CMO27 ' Attn: John O'Brien DATE CAST: March 25, 2003 Z • DATE RECEIVED: March 26, 2003 • i 1- ' • PERMIT #: et LLI FIELD DATA LOCATION OF PLACEMENT: S-2 A line 4 ft lift, 8 CMU wall #5 at 24" and #5 cont. top of wall over opening co o CO LU J H SAMPLED AT: A • • , • • in of wall at o • • : i • • 4 ft west of wall end u) CONTRACTORS Gen./Sub. RD Masonry SUPPLIER Cadman } WO • . QUANTITY PLACED, CU/YD 5.5 MIX # & PROPORTIONS 7 sk J • DELIVERY TICKET NO. 37348 CEMENT, lbs. U) TRUCK NO. 266 FLYASH, lbs. _ BATCH TIME. 6:55 WATER, gals. Z H , SAMPLE TIME 7:30 FINE AGGREGATE, lbs. 3/8 rock O SLUMP, inches (ASTM C-143) Fluid COARSE AGGREGATE, lbs. al i— AIR CONTENT, % (ASTM C-231) COARSE AGGREGATE, lbs. g D AIR TEMPERATURE, °F 44 ADMIXTURE, oz/cwt. U N • CONCRETE TEMP, °F (ASTM C -1064) 54 ADMIXTURE, oz /cwt 0 - • • ADMIXTURE, ozicwt W W . COMPRESSION TEST RESULTS (UBC 21 -18 or 21 -17) u P • LOG ` TEST ' DATE OF` TOTAL LOAD SPECIMEN AREA COMPRESSIVE TESTED OBSERVATIONS O . NO. AGE TEST (LBS) SIZE. (IN.) (SQ.IN.) STRENGTH BY W w (DAYS) (PSI) H = 9602 7 4/1/03 65,000 4.00 X 4.00 - 16.00 4,060 TD ® Hem mode by a MTC my ewe+* 0 F' 9603 28 4/22/03 77,000 4.01 X 4.00 16.09 4,800 JM ®°i`" Z ■ 9604 28 4/22/03 69,000 4.01 X 4.00 16.09 4,300 JM El T El Ili ar uiloccing sled dose not phMb proed . . 12 G q wee wee added a prior bl a Mar REQ'D 28 :; :� a ,�, < `'; :<<,... '.,�., ,,;... i(7.'��::;� ^ ^�. "_': :;.•�� Vie:- �i ±:`- I� /�/�/� } .. Z ' :; f :. +'•. •x ., 2,000 r ' : xi 9'.".- ..:..$ I I REMARKS: MTC on site as r - • uested. One set of three 4 x 8 cast as re • resent sam • les. Grout was • aced via • um • and . mechanically consolidated. ::.' ray #''a rfi . Fryberger, Field Inspector REVIEWED BY: Don Miller, Technical Director //IT ,. µ : REPORTED BY: Phil F ... ,:, 'Y DISTRIBUTION: original: Client cc: cc: i' uft••` ;!. :: cc: cc: cc: f • Alma' apply rely a aoillaaion rod omoralstwat As •meead pomade *3 dime. du '6• ..n• • P.rd aaadve a0 repaid ere =Walnut a Oa papery of aW amAorirfefon Ibr publica0o• of =dad= or arm= 600 or Raart am ; £ nyoruhreamrad podia' oar *vinoapproval. er F ,� ;' y�; ;r; ; ,�; .a.�' ' 777 Chrysler Drive • • Burlington, Wa. 98233 • • Phone (360) 755 -1990 • • Fax (360) 755 -1980 f • 1710 Midway Court • • Centralia, Wa. 98531 • Phone (360) 330 -7926 • Fax (360) 330 -7946 • WPhcitP A ddrocc• sums mtn -inn n r :: ..:R•. ..,;.• c:.»...., „-,i:r n, ,....,•a1uV >u'sfrdc: 7tt ;wf'hlH�'.a b- ...,:p.m•rHS.+k . ...x.,.. .. ..... .. . ,, __f • r 7.�r .) . ••• Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND MASONRY GROUT COMPRESSION TEST - Report #G 3574 CLIENT: Marlin Construction LLC PROJECT: Interland Project ADDRESS: 233 Main Avenue PROJECT ADDRESS: 3311 S. 120'" Place #120, Tukwila, WA Renton, WA 98058 FILE NO: 03CMO27 Attn: John O'Brien DATE CAST: March 25, 2003 DATE RECEIVED: March 26, 2003 ,f- Z PERMIT #: IX 2 FIELD DATA 0 0 LOCATION OF PLACEMENT: S -2 A line 4 ft lift, 8 CMU wall #5 at 24" and #5 cont. top of wall over opening w = J SAMPLED AT: A begin of wall at opening 4 ft west of wall end to u. w0 • ' CONTRACTORS Gen. /Sub. RD Masonry SUPPLIER Cadman 2 QUANTITY PLACED, CU/YD 5.5 MIX # & PROPORTIONS 7 sk g Q DELIVERY TICKET NO. 37348 CEMENT, lbs. Cl) = a TRUCK NO. 266 FLYASH, lbs. 1- w BATCH TIME. 6:55 WATER, gals. Z F. SAMPLE TIME 7:30 FINE AGGREGATE, lbs. 3/8 rock F- O SLUMP, inches (ASTM C -143) Fluid COARSE AGGREGATE, lbs. W W AIR CONTENT, % (ASTM C -231) COARSE AGGREGATE, lbs. 0 0 AIR TEMPERATURE, °F 44 ADMIXTURE, oz/cwt. rn CONCRETE TEMP, °F (ASTM C -1064) 54 ADMIXTURE, oz. /cwt 0 I_ • ADMIXTURE, oz. /cwt = I i COMPRESSION TEST RESULTS (UBC 21 -18 or 21 -17) LL 0 . LOG TEST DATE OF TOTAL LOAD SPECIMEN AREA COMPRESSIVE TESTED OBSERVATIONS w NO. AGE TEST (LBS) • SIZE. (IN.) (SQ.IN.) STRENGTH BY 0 N (DAYS) (PSI) I= H 9602 7 ' 4/1/03 ' 65,000 4.00 ' 12.57 ' 5,170 ' TD ® '" Rim* made by a SRC representative O 9603 28 4/22/03 ® R6rea picked up by a SRC repreaentrwe Z 9604 28 4/22/03 0! Teat results comply wi h applicable specification El . Rat ordrrd ateat rasa visuaey kapeAed end found [amply tvdh projoct Plans and specs 1 { , O Reinfordng steel does not moldy with project plan • end eped o ' 12 Gailoru of water rare added 1] prior td D after aampfng . REQ D 28 2,000 '_' REMARKS: MTC on site as re • uested. One set of three 4 x 8 cast as re • resent sam • les. Grout was • laced via • urn • and • mechanically consolidated. REPORTED BY: Phil Fryberger, Field Inspector REVIEWED BY: Don Miller, Technical Director g ,yt. " ��j;,'!F� • DISTRIBUTION: original: Client cc: cc: u #`' y�;'`" <�' , cc: cc: cc: " ' , ' i� a. a n ti; a i ii �. rq All midis Daly to actual h+carians sad malaiala tarlal. N a muted prom to clime, the public coal oursdva, all rq+oru arc submittal as Nc omitkimtid propmy of clients, and authorization publication of patafmta, conclusions or strata from ar rrgarufa6 our :! `fi; Y�,t: {j4 reports is rrsavcd pmdie$ our whim approval. # ?- A . 777 Chrysler Drive • Burlington, Wa. 98233 • Phone (360) 755 -1990 • Fax (360) 755 -1980 ; ' $ °' • 1710 Midway Court • Centralia, Wa. 98531 • Phone (360) 330 -7926 • Fax (360) 330 -7946 x, ° '- i ll . , ... :` • ••• Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST - Report #C 3557 . CLIENT: Marlin Construction LLC PROJECT: Interland Project ADDRESS: 233 Main Avenue PROJECT ADDRESS: 3311 S. 120 Place, #120, Tukwila, W) Renton, WA 98058 FILE NO: 03CMO27 Z Attn: John O'Brien DATE CAST: March 17, 2003 Q DATE RECEIVED: March 18, 2003 - W PERMIT #: 1 • FIELD DATA v 0 LOCATION OF PLACEMENT: C, D -G wall 4 ft 8 in OC 4s with 2 5s horizontal 16 in and 2 #5 at top co i J I. SAMPLED AT: B, C, H, G -D line u) u- w 0 . CONTRACTOR True Concrete SUPPLIER Salmon Bay QUANTITY PLACED, CU/YD 16 yds MIX # & PROPORTION 50 K Q • DELIVERY TICKET NO. 4479588 CEMENT, lbs. 470 cA d TRUCK NO, 72 FLYASH, lbs. H W . BATCH TIME. 9:30 WATER, gals. 280 Z H SAMPLE TIME 9:55 FINE AGGREGATE, lbs. 1390 . Z O SLUMP, inches (ASTM C -143) 4 COARSE AGGREGATE, lbs. 3/41910 ill W . AIR CONTENT, % (ASTM C-231) 0 COARSE AGGREGATE, lbs. j p AIR TEMPERATURE, °F 44 COARSE AGGREGATE, lbs. CONCRETE TEMP, °F (ASTM C -1064) 58 ADMIXTURE, oz. /cwt W . ADMIXTURE, oz. /cwt I U COMPRESSION TEST (ASTM C -39) - • • 0 LOG TEST DATE OF TOTAL LOAD CYLINDER CYLINDER COMPRESSIVE TESTED OBSERVATIONS Iii w NO. AGE' TEST (LBS) DIA. (IN.) AREA STRENGTH BY • • ..) _ (DAYS) _ (SQ.IN.) (PSI) l�WrdersmadeDyaMTCr•P z H 95 7 3/23/03 115,000 6.00 28.27 4,070 TD 9534 28 4/14/03 125,500 6.00 28.27 4,440 TD Cylinders picked up by a MTC representative Test result's comply *lb applicable ape:Mention 9535 28 4/14/03 127,000 6.00 28.27 4,490 TD ®. ; RhdorcX+g Neel was visuely ir•p•c•ed and tou 9536 H ® w e com w$ h proJecl plans and wee 1 . . ■ , 1 ' flafntorr weak does not campy**, poled . I ❑ plan and spedflcatbrta . Gallons of water ware added II prior to/ f] aM sNnpling• f tii ; •' v `•w +' 'jY � ;i ' ; " ; . :: y i' y t :!,� ^ , ,:M i��z.: ; `k. . >r . yH is f 'i �ti�: REQ'D 28 ( : i = t .: a........ , q ... . `a �f . >� ;: , { :: t:?, ". 3,000 :::.....".4 REMARKS: MTC on site as re • uested. Second truck 6 d 4 • als water added. All work conforms to • lans & s • ecs. Concrete was • • um • : • and mechanical consolidated. One set of four c linders were cast as re • resent sam • Ies. f �( S m + REPORTED BY: Phil Fryberger, Field Inspector REVIEWED BY: Don Miller, Technical Director , �9' ""1 ; f . • , .... . .� DISTRIBUTION: original: Client c cc : " ,if''' ' �et� MI midis apply only to actual Imams and armorials rested. As a mutual proration to clients, the public sod oenydves all reports resubmitted as the cmfidmtia u .. property ofdien, and swamis, lwrriarian Pr publication of swamis, conclusions or annuls bar or regrdingou ! yi ti• . reports is rawad pending our whim approval. ¢ e,•�. ) 777 Chrysler Drive • Burlington, Wa. 98233 • Phone (360) 755 -1990 • Fax (360) 755 - 1980 1710 Midway Court • Centralia, Wa. 98531 • Phone (360) 330 -7926 • Fax (360) 330 -7946 ,}; +r Ws.hoifs. Aririrr+nn n • ...n., .,,t.. ;....,.....e. q «x.my . e• , x s•yyP•,w +.•R„' °fl ": .,. .. , .ey,a,+.. +ter, ... ... ... .. ..._... ..... - M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND CONCRETE COMPRESSION TEST • ' Report #C 3557 CLIENT: Marlin Construction LLC PROJECT: Interland Project ADDRESS: 233 Main Avenue PROJECT ADDRESS: 3311 S. 120 Place, #120, Tukwila, W Renton, WA 98058 FILE NO: 03CMO27 z Attn: John O'Brien DATE CAST: March 17, 2003 DATE RECEIVED: March 18, 2003 H W et PERMIT #: la D _ _ - J O FIELD DATA U o LOCATION OF PLACEMENT: C, D-G wall 4 ft 8 in OC 4s with 2 5s horizontal 16 in and 2 #5 at top w = h SAMPLED AT: B, C, H, G -D line N w 0 • CONTRACTOR True Concrete SUPPLIER . Salmon Bay 2 QUANTITY PLACED, CU/YD 16 yds MiX # & PROPORTIONS 50 K LL, Q DELIVERY TICKET NO. 4479588 CEMENT, lbs. 470 W d TRUCK NO. 72 FLYASH, lbs. 1 I11 BATCH TIME. 9:30 WATER, gals. 280 Z 1 = - • S AMPLE T IME 9:55 FINE AGGREGATE, lbs. 1390 Z O SLUMP, inches (ASTM C -143) 4 COARSE AGGREGATE, lbs. 3/41910 LU LLI AIR CONTENT, % (ASTM C -231) 0 COARSE AGGREGATE, lbs. U p AIR TEMPERATURE, °F 44° COARSE AGGREGATE, lbs. 0 CONCRETE TEMP, °F (ASTM C -1064) 55 - ADMIXTURE, oz./cwt IILI w ADMIXTURE, oz. /cwt H U COMPRESSION TEST RESULTS (ASTM C-39) t1. 0 LOG TEST DATE OF TOTAL LOA CYLINDER CYLINDER COMPRESSIVE TESTED ' OBSERVATIONS D ui co NO. AGE TEST (LBS) DIA. (IN.) AREA STRENGTH BY _ (DAYS) (SQ.IN.) (PSI) O 1 '" 9533 7 3/23/03 115,000 6.00 28.27 4, 070 TD ® Cylidera made by a M C nprwralh• Z 9534 28 4/13/03 -r ® `y''""° picked up by a M C repraaardalhra 9535 28 4/13/03 ❑ : 1.1 moults co ma," "°cli`at`•'°�nuu°" 9536 H Imported e and Sou , KU lo corn* with pawl rdans r ❑ R + •� campy with project , Gallon a§§a§..MenaAAad • Prior lc✓DaM ,, + — aamplh+p REQ'D 28 '' 3,000 REMARKS: MTC on site as - • uested. Second truck 6 • 4 , • Is water added. All work conforms to • lans & s • - . Concrete was . • m • - • and mechanical consolidated. One set of four inders were cast as re • resent sam • lea, ( -" , j, , .. ,,s, : N44 • t ?! REPORTED BY Phil Fryberger, Field Inspector REVIEWED BY: Don Miller, Technical Director .N AS ; . M1 : . ! .1 . 1. 4 DISTRIBUTION: original: Client , '`° t cc: cc: cc: 'F yR$, An reaps appyaay to and laminas ad murals total As wool prolati•a a dimh: dm paliic and oundvn, all ligil npauarow6miadasWcrarlf elmtialpopQtyardims rdaaiaiaitiaofa ca ° cirsiauorenusuiaoor+c�§fus••� t mom b ;naval pmdigofwriaaapproval. t n M 777 Chrysler Drive • Burlington, Wa. 98233 • Phone (360) 755 -1990 • Fax (360) 755 -1980 i Zqj + . 1710 Midway Court • Centralia, Wa. 98531 • Phone (360) 330 -7926 • Fax (360) 330 -7946 ,, 1 - -. - - 1 •• Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND MASONRY GROUT COMPRESSION TEST . ....- .• Report #G 3559 CLIENT: Marlin Construction LLC PROJECT: lnterland Project ADDRESS: 233 Main Avenue PROJECT ADDRESS: 3311 S. 120 Place #120, Tukwila, W/ ' Renton, WA 98058 FILE NO: 03CMO27 Attn: John O'Brien DATE CAST: March 26, 2003 Z DATE RECEIVED: March 27, 2003 1 w PERMIT #: 002 -374 re 2 . ... r. M.T.C. Materials Testing & Consulting, Inc. REPORT OF FIELD INSPECTION AND MASONRY GROUT COMPRESSION TES Report #G 3559 CLIENT: Marlin Construction LLC PROJECT: Interland Project - ADDRESS: 233 Main Avenue PROJECT ADDRESS: 3311 S. 120' Place #120, Tukwila, W, Renton, WA 98058 FILE NO: 03CMO27 ' Attn: John O'Brien DATE CAST: March 26, 2003 Z DATE RECEIVED: March 27, 2003 ,- w PERMIT #: D02 -374 iu ` FIELD DATA p LOCATION OF PLACEMENT: A Line both ways, 2 lift, 4 ft. 6 in. due to lower cutouts, all steel #5 vents with 2 corners and 2 u w co control joints, 2 5s continuously at top 37.4 ea. way exp. joint w I SAMPLED AT: E -W side of lower 1 halfway up wall u7 O CONTRACTORS Gen./Sob. RD Masonry SUPPLIER Cadman 2 QUANTITY PLACED. CU/YD 10 yds wax* & PROPORTIONS 7 sk g Q DELIVERY TICKET NO. 37160 • CEMENT, lbs. 6570 u) D TRUCK NO. 235 FLYASH, lbs. = W B TIME. 7:00 WATER, gals. 269 Z H ' SAMPLE TIME 7:30 FINE AGGREGATE, lbs. 20375 H O SLUMP, inches (ASTM C-143) Fluid COARSE AGGREGATE, lbs. 3/8 8735 • z f' AIR CONTENT, % (ASTM C-231) COARSE AGGREGATE, lbs. ? Q , AIR TEMPERATURE, °F 41 ADMIXTURE, oz/cwt. U Cl) O — CONCRETE TEMP, °F (ASTM C -1064) 57 ADMIXTURE, oz. /cwt p 1— ' ADMIXTURE, oz. /cwt = w . 1— U COMPRESSION TEST RESULTS (UBC 21 -18 or 21 -17) u- 0 LOG TEST . DATE OF TOTAL LOAD SPECIMEN AREA COMPRESSIVE TESTED OBSERVATIONS Z NO. AGE TEST (LBS) SIZE. (IN.) (SQ.IN.) STRENGTH BY w N (DAYS) 9605 ; 7 412103 55,000 4x4x8 16.00 3.430 TD ® ''"°"'"i0i1" ""`C"°"'""`' O ~ 9606 28 4/23/03 92,000 4x4x8 16.00 5,750 JM ® Hens piNoid"° by • ►rrc r.pn.wtsuw Z 9607 28 4123/03 100,000 4x4x8 16.00 6,250 JM ® Tot mu" comply with spparalMepadflcationf .. n •wro,wpwsw• via=rpaotadendlout ( , aafpy w pwjad r plw and Y fpsa - ❑ racing steel doss not comply %nth Ploior4 * , l . • Gallons Ovals, wee added O prior lolOraw • . � �. riS`:i i�ti +: : ;' ?�7. {.c.,: ?.:.'' :fE+�'i�'?�'`a4: � F1.�;�tyhfT' ��� Rum 28 i�a ; � { . L , w s sP ? r '�,t ..; Z 000 , t ;:. REMARKS: MTC on site as r- • uested. One set of three • 'sms cast as re • resent sam • es. Grout was • um • :d and mechanical consolidated. Ei ! ht in. block full a routed cells. Per all s • : cs and • lens. I ., i n r, t REPORTED BY: Phil Fryberger, Field Inspector REVIEWED BY: Don Miller, Technical Director 1�. ' . ,„ . �, t:,i ' , # DISTRIBUTION: o riginal: Client cc: cc: , ' cc: cc: cc: ' Y , � .tt 3 e . i A I a ks toatualloationsaadsraWafood. As aawast wz Uri! public rggru e submitted as dm reoadafis! Publication orsnaammns, mdariaas a comas floe Of y ` •s i apply rotation sfd owfd.gail pop atyofdiaus.aodashuirarioarar reasdiaaow y�',A.tI''� r ons is reams! pvdioaar wrist= spprorsl. fsV's . L � ,fir ;�n:� ;11 777 Chrysler Drive • • Burlington, Wa. 98233 • • Phone (360) 755 -1990 • • Fax (360) 755 - 1980 1710 Midway Court • Centralia, Wa. 98531 • Phone (360) 330 -7926 • Fax (360) 330 -7946 �a . 11/- 1,..:,o A ,1,1....... ........ ,....... ;,.... .,...s ' y k .t = ;;; .y ",a.Sa+: . '•„ 'r :•.:a., „» ....iv .t :: +,x:.'A9e'; ++Y:r•a'!v, , aa. AM:;.x;::;.2Tj,..w»;. =.'�y :¢zt^ i . ^T'r: «::)'e•m = =or ri•.s .t„,,.c.,,: « .. nay ...U-s,... s.... ,. +, , .. , - -'.. .\ .. M.T.C. ., Materials Testing & Consulting, Inc. .. - eport #F 5913 1f ry RQ .yf. R 13 Materiels Testing & Consulting, Inc. FILE NO.: 03CMO27 z 777 Chrysler Drive DATE: March 10, 2003 , x I • Burlington, WA 98233 Phone: (360) 755 -1990 PROJECT: Interland Project Lu Fax: (360) 755 -1980 ADDRESS: 3311 S. 120'' Place, *120 CITY: Tukwila, WA . v CLIENT: Marlin Construction LLC ENGINEER: N o ATTN: John O'Brien ARCHITECT: to w ADDRESS: 233 Main Avenue CONTRACTOR: -J H Renton, WA 98058 PERMIT NO.: N 0 uj T.,• . . . .. .. . . .. ... ... 'l . _. LM /Qy Q I N T ime: Temp: 1 H w MTC on site for the following inspection: z ~ i-o z 1- Contractor is installin • e • • rebar into slab 4.5 in and at with 2 • art e • o red head adhesive 2 o y anchoring systems, Epcon C6 fast curing for all conditions dryoxmet holes. As installed vertical 8 in. o cn center from C line 1.5 to 11 approx. o1- w w • H U I. r All work conforms to plans and specs. • u. Cu 0 z H= 0 1-- . z • • i REPORTED BY: Phil Fryberger, Field Inspector REVIEWED BY: Don Miller, Technical Director "`'4 ,; . DISTRIBUTION: original: Client cc: '''''', cc: cc: cc :.ti ; 14" �hxti 'I All rordtr.pply Daly to Karr lerrio.0 rod troluilar it At a mutual protection to diab, the public sod rndva all npotr are abuinal to thocantidatial propaty of dial% sod wtaiation Ibr *Iialica artatooab, aatdrieof or auras from or Y ; ?', rgr r mom dr• mom is rc.a r roma* rotors approval. i ; `` 1710 Midway Court • Centralia, WA 98531 • Phone (364) 330 -7926 • Fax (360) 330 -7946 t` '.4, ty.4, !( Website Address: www.mtc - inc.net it ' Xw 4 �ty , � h fu�tuJ % y ^ .tu>tvtss . ninx'1, amtr R!tl'��erpl,Y{C!' 1- ,,,,,M MNy.+..Y« .,,,l.n..o.n :w....... _.......... . .... ... .. .. .. .. . . - . - i - ', "'„ -- 4M ILA j tr City o Tukw Steven M. Mullet, Mayor �!-s sO • gy p' , 2 : Department of Community Development Steve Lancaster, Director fi t'' .... 1908 - -- z March 20, 2003 ' H z � w Mr. Walter Lindgren 6 = 440 East Corporate Drive, #102 v U O Meridian, ID 83642 W co w= RE: CORRECTION LETTER #1 to REVISION #1 F- Development Permit Application Number D02 -374 w 0 Hostpro — 3311 S 120 Place Q r" J re Dear Walter: co d = w This letter is to inform you of corrections that must be addressed before your development permit can be z h approved. All correction requests from each department must be addressed at the same time and f- O reflected on your drawings. I have enclosed comments from the Building Department. At this time, the w w Planning, Fire and Public Works Departments have no comments. > 0 C.) . Please address the attached comments in an itemized format with applicable revised plans, 0 !_- specifications, and /or other documentation. The City requires that four (4) complete sets of revised Ill w plans, specifications and /or other documentation be resubmitted with the appropriate revision H - -, block. — O iii z In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have H H enclosed one for your convenience. Corrections /revisions must be made in person and will not be O z accepted through the mail or by a messenger service. . If you have any questions, please contact me at (206) 433 -7165. 1 Sincerely, • Q. .tc� j Stefania Spencer Permit Technician encl xc: File No D02 -374 . > :, i . f �,� r14 Fa : " ■1.: i n t I ir?,, fi r i i; 4q1". ^� 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 - 3665 Y 'l� ' ft ,.. . ., .F :.'.r. . ,::. ..,• •' .,, , Ii t T.. +. ..,w.,..`.if t. 't . wka' 3i 'aY:i'q: /! ^ t;Ftx {,.c4i�« al rh:'. ,..., ..• .. .. . ...• +tKr7, %N ..� ta4tn+� `wi {c'!.'� .. ... kredtl`iti)i• r. .£R a r . , —I _ .,- • - --k. ..C/ 1l H \1 1 4 • 1 k BUILDING DEPARTMENT REVIEW COMMENTS , 1 z i Z :: ~ W Project Name: HOST PRO 120th _l h o 331 South 120 Place N 0 WI 0 Permit File No.: D02 -374 — REVISION #1 to u - WO r Date: March 18, 2003 ga u_ ? - a Reviewer: Ken Nelsen, Plans Examiner Z = i (206)431 -3670 t W° 1 n o 0 - I 1. Per a site inspection conducted by the City Inspector, this revision is w w . obsolete. Please resubmit with updated as -built detail stamped and signed by engineer. `-` z ' w 0— F- I O . z i i 1 I -ac {. 3. •��,; .. ! , 1 y qi+ ig: �z'4'���` .., .. � :,. .,: . , ,• ,.... �: ,.•.• � � A,_ :�v1f , , i . . }• , .M: �, >•r..l. ., vw J. 'xhce.PUw... , .....n.»..,aMU. nw,w. .. r J. 1 SENT BY: INTERLAND TAX; I: rI 2084932266; D E C 2 3 02 9:46AM; PAGE 2 IILI.J I M t; rnl. eU0004u0ei4 ua,e4/uc O :uar r moo ;rove e O c Mhc t , ogo / ComnurnN amain AmorMidi ` ! .1 ' L U T A L I' w ttrF, Ra.ned SUBLEASE C A Far 3U8•Us AGREEMENT Suo rise Ayrwrrnl (CONT Aev. I2I 9 Pa ge 1Td IS EXHIBIT (Legal Oescnptlon of Master Pe es( Z �_- Z LCT : • or 5:6C:.' ?La NO. ' 353' 3 , .1CCCA1: _ ^.IC :H 3C AT ?f�.l: 6 12,Crc.CED ONCE?. =NO .._LI R-ST:RDI:1G `IC. 3633_40930; U O WITH : . NORTH 1/2 OF '1'a, cATS: S. 124TH ST. :n':':IG CO C S_ OF SCE 1iER PRCCVCI'::Y Cr c�.l, ,. (n = IE J. 9 I,1 3L.:=Z 4, SA: SUBD:'I :S ::N AND WESTERLY OF ': SCU ER Y � W W F- PRCCUC:CN 07 TX.... ZAS T L:2 1E OF SAID 4 OF THE SHCRT PLAT; U) LL 5 :'FATE ::1 THE CITY OF 7TNWTLA, CL f? OF :CNC. ST T: CF W O aAS : -i ::iG7CN . r Q FAA= 2 :tcR. I 100 ?: THE E E CF ="- S: L/: C ACT Z� OF 3_�!'SRSIDE = I`r_= i�L "iSrLY - AS ?Ea ?LAT Ri.ECORESD =I. Vct.R4E 20 of ' - FWW ?LAT3, PAGE 74, RECORDS OF X:Nc C_f:N:'S; '•'Cc .'.1~i WT TX ALL "` .' PART OF .CT3 , AtI 3 2N 9LCC:: 5 I•- 0 "Z: /TX CN ", :. Z5 ?u CF MAT CF R. r!aS_DE = `r_ERUILBRN, 7AOTS, Z F' ; AS FEZ ?!..: z.ccacED zI '7OL,Mqr :1 OF PLATE, ?AGE 26, ac :aas W W CV ::NG COUNTY, LYING WESTERLY CP A _THE OEECN :?EM AS U FOLLOWS. . } HEc=mr_`c A.. A POTNT :N :;/,£ wES 717(r..4 3CC,":ICa.Z': or 3A2O :=TS 1 O � ` VC 2. SAID ?CrFT EE::tG 1.30 rr=7 orsrAer SCL":'.WZL7 FROM THE C) F- :TCRTHWES': =MR OF Sal LOT : • .iE:1Cs YVR2"i.15Z',r.R: 'l TO A POa,`r'_' CAt :".i- VC,p _EEl.'I 3CUNt,AR: OF W • SAT= LOT L SA :M ;c :;r: 3ETNG 30 FEET ` Ti' DISTA ZP.. t ? ?RCM • ' F-- V W :". 4C11.:'.214EST CORNER CF SATD LOT : AHD THE [D OF razz :.LIE DESC :?T'_'ON; — O I DYZ-_ 1 47TH NE SCU:':•{ 1/3 OF VACATED SOUTH 124TH S'::ZSZT W Z LYING WESTERLY Cr ::iX sc •:: E3l.Y PRODu!::CN OF THE EAST Lzwe U N CF "CT 9 Dr 3L0GC 4 OF "4- 1RT:N" A PLAT Or PAR:.' OF : :- :ts�E Z.Y TRACTS. AS PER IMR ?LA: RECORDED ^I 'ICLOME 0 ~' I _= CF PLATS. PAGE 36 ANC EASTER= O F THE 5OU HERt.•= ?4C :UC: ION z CF THZ 11E -::1E OF .OT 12. S.LD aLOCx 4; S_TUATE TN THE c? CG '!'.Tx'rtlLA, CD[1N'f: CF 4 G, TTATT OF aA.: is :NCTCN . PA.4COL 3: :: :'� , '1A C,�ZBD 3LCCX 4 .fl ::L ?Z.X OF .- EPL CF ERS.DE li ERURRS TR.AC'S, R:C?RDE ::t 1CL'u'NE 1: CF PLATE, PALE 36; Cca:'..Z"'R W:'H VACATED S. L 2 fl ST. Aa ;OINI:IG ':'(`. THE NCti':i AND "=G::: ii: � J '.T?3! :IO R: t 2/2 OF '!ACTS'✓ 12 4T.( 5r. L't: IC WEST OF THE SOCTFI'R_'t E°.CO(:CTTTN OF THE ZASt LiNE OF SAID LOT ' I`1 3LCC_: 4: 57!A:= 7I THE CITY OF TI?(il: - , COUNTY CF :C_ IG, STATE. OF F�ECEI C IT Y OF TI DEC 2' 2002 z f t PERMIT CEid 3)0 3 79 -, - - - 'LC/ •- -- "E=1 � ` I • SENT BY: INTERLAND TAX; 2084932266; DEC -23 -02 9:46AM; PAGE 3/5 ' Sent. ti: C_!LLIEAS NEALESTATE FP' 2066540527; 09/23/02 - �:10PM; #649;Page 3/6 PARCEL i . LO T:; _ T:{ROUCK 4, INc:.:IS:7T: , IN aL:.C:C S AtA2 LQTS 1 THREE= 8, : :IC:...SI1rt AND LOTS 25 THRoUCH 3:, INCLUSIVE. IM 34CCx 5 OF 4R.V /E: Ton° A RE'LAT OF nvERS:DS ZNTERGREAN :AC=S. Az PER • PLAT ESC: ACED LN vOLOME i1 OF PLATS. PAGE 76, RECORDS OF CLVG , COLTN':'': : Z race-:ER WITH TEA ?OR: _GN of vaCATED 34:" f AV>:. S. VACATto a: Q ORDINANCE N0. 8C89 ON OCTER 10, 1988 L'1I:1C 9E 14EEM SAID '_" Z OR,i 3 f c:(. AND i ; W W .c " CGET:: a WITH THAT PORTION • OF TES Spoilt 1/2 OF VACATE SOUTH 6 5 • 124T'.t S:RZET, TEAT POR'T:OH OF THE NORTH 1/2 OF Va C41!D SOUTH J _ STR STREET AHD THAT POR'T'ION OF rHE EAST 1/2 OP VACAT°!D ]4TH O 1 .1V'EN= SCtrt WWI= ?QR. ANT TO KING COONTY oxo!N 1NO: NO. co 0 • 98?_' , A:':AGNED TO SAID PARCEL 9Y OP!P. ZCN OF L.W; VOLD cc_:.- T:IEREFRCM rmAT PORTEcN OF LOTS L AND 2 IN 8LCC1 5 OF J H "R :'fs'ZTON" A REPEAT Cr PART OF RZ'f RSIDE INTERUR.IAH TRACTS, AS ?ER PEAT RECRDED IN '/CLDME L3 OF PL.1:s, PAGE 3i, 3iCOR.S N V ' OF C;::G COUNT?. /ZING WESTSItL; OF A LINE DFSCRT3E A.S W 0 • FOLi.C4:S : 2 F } _ 3EG ::ICI =:,G A;' A POET ON TIE WESTERLY 30t!NDART CF SAID ' OTS 1 J AND 2. SAL ?OI`.1 3E ::TG 100 TETT DISTANT SOUTHERLY FROM THE U. • NOR':'SW EST C RREA OP SAM :.OT • ' W TUZ:RC NORMS• ZR ../ TO A ?dZVT CH THE :IORT x2.Y .aoIRIEARY OF d ' Tr " _STAtfT EASTERL FWGM = SA :D CT • S POINT SETNG 33 r W . ;'YE NaTaclEST C_RNE3 OF SA :D Lv 1 ANC THE =_ 'NO Op RI_5 :.I:1E " H = DESC.Z :?'T.CN: Z R- AND ""'PT 731 SOUTH IO FEST OF a AND 25 EN SAIC N.= o. Z • '';T coN "O cm =VW:: ?CR SOUTH =g-v S REIT 3Y 3E-W W W RECCRLZ7 UNDO. RECORD= 1O. a8102C0800; ? Q AND CC9" "3E ZASTERLY _0 FTET OF GO'T� T`.Ot000R 3 .".1 SA :0 (� N SLCC :C �5, CONVEYED TO THE OET OF :"O!rd :Li 3Y PEED .ECROED _ L*1C£.'i RECORD= :1O, 9:01260907; p I. SIT TAT: 'If THE c : OF IMI: A, COUNT': OF ZING, STA.= Or W W . wA53: ::RG':ct . H U i o PAA=. E: Z W TEAT PCR'T :7Y or THE NQR'I?'.'EAST 1/4 CF THE SO1T1F'AST 1/4 OF C) N SEC :ON' ?TONNST:p 22 NORTH. R.L'zoE 4 F.. -S'" N.M. , L'[DIC I mAs7rZ:,': Cr C TS=: BLS :3::: MARGIN OF P4: BAR: STATT itIGo+I1�'L no. 1 (SSA 991; Z : SI_T IN THE .0 :'r! OF TUKWILA, CCG ?r:T OF SING, STATE OF NA513::tCTON. • • ?ARC =_ S: 1 . . LC': L CF SHOAT ?L,aT :NO, 785010, ACCORDING TO THE SHORT PLAT REC :R Er UNDER ILIiG COUNT RECORDING NO. 864324091a; . SITUATE ::t THE C :TT OF TUXWILA, e.� NM OF =NO, STATE OF . WASHINGTON. MACE:, 7: :.OT 2 Cr SaCAt PLAT NO. 9aso..e, AC'cR .OrNo TO THE SRO= PLAT RECORDED UNDER KENO cowry RECORDING NO. 5603240930; TCGETHEM %IIT3 TEXT PORTION OF THE NORTH 1/7 OP VACATES S. , " _'4T_J 3T. LYENC 'AST OF THE SOOTHERL'L ?RDDCCTIQI1 or Tit8 NEST , Y i' LINE or SAID LOT 2 DP r� SfiOR!' PL.1:' AND MC5TSaL'l OF x LINE ^' BEING 30 = °E WEST at AND PARALLEL Pant THE NOiTRERLY : ;ft . , t. ' AS D3CAT5 8Y j r M ;: • ;; :C_'E3IS:ON OF 1'333 CINTERLTNE OF 45 :'3 AVE, SOUTH ; THE 2!..:: CF i'!Et':ON: , ^g • 0 AND :oCZTH :7: 4I TEAT PORTION Of 'MCAT= 35TH AV.''.tUZ SOUTH ~ ;' ,7 3 ' ' S NUJO L21LIG . n.2 VAS %1 D Vid Y a^ 9ZT or rtnew Tts� nRI Y1 x“ee wo ? ,7;'�,� Wi ' i 237„ RECORDED UNDER RECORDING NO. 9004171033 WHICH, SOH n2% '/Acx ON, Ar:.c; s TO SAID Mesa:: ay OPERATION Or LAW; i ^;; '.' ' t ' er,r. q • .°, :: Q.1 ^ ..`f THE C:"Y OP Z'L'}C�? T A. COUNTY OF ZINC , STATE O F u _ " •&q , t • . wASH ::IG ON. kiti 70 . 1 i � ` � vS ,+ ,f, t . , .' , .. �. : .. ^ .•., ,,..,, ... .... .. C.t :a ��+•9 : : ::.iw• ;a v.n•.d•.: a^ 7eta,il.a.:r �'nM+riYV'•Wa^•rrv.r, -men � w .. .... ,� ... .. .. __... _.. ..._ _ . ... ..... ... .....,.....,.. ..,.,..._.. ,..,... .. ...... ti r -, - - , - k ijI • A 1,4, t Erp I EIMI :4 . ..,.. ,.nw ...+». ,.,.,....._,.., ....... .. � .... ., .. ... . l :Y} • wu:w y' �:�yk' 'ro-/fftRM � �+ t` rtrt;, 7, n" Mw rw, n'r.rgrn�gp.tlwtrAnr�lTT tiY9,3cj :Nta n RLu":• • . . . • . . • . • • • . < Z • r/ 2 iI- 6 n ....I 0 00 CO CI REGISTERED AS PROVIDED • D BY LAW 'AS .; CONST CONT GENERAL • :-• • • '• • • " LIJ , IST. # EXP . CCO (Y8/16%2 w ; EP DATE ..7/29/1999 u. MARLIN L'..2.•■C • CO 18431 12'..9TH:, FL SE — RENTOT4 WA 9 058 W Z • • • Sienature , I— 0 . • . . • .. . • • . . ; • • "•• . : . '.'". ! • .•• Issued 1?): DEF"A RTMENT LABOR AND INDIISTRIES Z 11J uj w 0 W () •-••• 0 W = I o qk '• k-71 fl , !"- "ilk New Equipment Yard Screen Wall for: HOSTPRO _I A m. Company or-71 ,r i a `- ...ii .,,,,i,_ I .LTANT: I PROJECT INFORMATION ABBREVIATIONS GENERAL NOTES SHEET INDEX TENANT: L Angie EXT. Exterior O.D. Outside Diameter 1. THE DRAWINGS INDICATE LOCATION, DIMENSIONS. REFERENCE, ANA TYPICAL DETAILS OF CONSTRUCTION. THE DRAWINGS DO NOT INDICATE At TITLE SHEET HOSTPRO, A MICRON COMPANY • At O.C. On Center EVERY CONDITION - WORK NOT PARTICULARLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE DETAILED. A.2 SCREEN WALL PLAN / ELEVATIONS HOSTPRO, RO A fight Woy 14 50 C Centerline FA Fire Alcrrr OFF. Office 2. DC NOT SCALE DRAWINGS S.! GENERAL STRUCTURAL NOTES [ Channel F.D. Floor Drain OPF. Opposite Boise, ID 83709 d Penn Nails Foundation Operable 3. GROUND LEVEL ;FVATION DATUM 100' -0' Pound or Number F Fire Extinguisher 4. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. OWNER/OWNER'S REP.: SEPARATE PERMIT E ) Existing New F.EC. Fire Extinguisher PART. Partition. 5. CONCRETE DIMENSIONS ARE GIVEN FACE OF CONCRETE AND TO THE FACE OF ROUGH OPENINGS. :UiRED FOR: Cabinet PL Plate 6. MASONRY DIMENSIONS ARE GIVEN TO FACE OF MASONRY AND TO THE FACE OF ROUGH OPENINGS. FILE COPY �h= CHANICAL Y CORPORATION (Owner's R Representative) F.F. Finish Floor P. LAM. Plastic Laminate I understand treat the p'ar Cneoc aocrarais a e SABE ep ) A/C jr A Conditioning F.G. Finish Grade PLAS. Plaster 7. FENCE DIMENSIONS ARE GIVEN TO THE i OF POST UNLESS OTHERWISE NOTED. ECTRICAL 100 Elliott Ave K. A.C. Asphaltic Concrete F.H. Flat Head PLYWD. Pi r:� odd Subeet to errors a ORrss+OPS and aporeva o' �= = Suite 33C ACOUS. Acousticc F.H.C. Fire Hose Cabinet PAIL Panel 8. UNLESS OTHERWISE INDICATED ALL DRAWINGS, NOTES WHICH DO NOT READ - N.i.C. - , 'EXISTING', OR 'EXISTING TO REMAIN', OR �, i [I= JMBING E � Seattle, WA 98 -19 -4220 AD. Area Drain 'BY OTHERS' SHALL INDICATE NEW WORK WHICH SHALL BE CONTRACTOR FURNISHED AND CONTRACTOR INSTALLED. plans does not alf Te tt�e e at c! (! a^ '1N. Finish PR. Pair aoop:?d code or or Rr�p' � c.. ^- �,�/ Contact. John Sabey ADS. Adjustable ' Flashing PTD. - ainted 9. ALL NEW CONSTRUCTION TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (A_DAG.), AND CABO /ANSI. trac Vs car ^ c' am plan actu•uxedged. L= r AF. Access Floor IRR. Floor A O i= Pi WI LA A 0 OD LT. Alternate FLUOR. Fluorescent Q.T. Quarry Tile 10. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDTITONS AND DIMENSIONS FOR ACCURACY PRIOR TO COMMENCING WITH THE WORK. / 1 BUILDING DIVISION ` PROJECT ADDRESS: ALUM. Aluminum F.O.C. Face of Concrete ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. I APPROX. Approximately F.O.F. Face of Finish R. Riser /5 J r 1 — CITY O E C ast Intergote Pork ARCH. Architectural F.C.M. Face of Masonry R.D. Roof Drain 11. HE DESIGN, R OR. AND S NO T BE ERECTION BRACI H EARING, E T T H E NT RA CTO R, ETC., IS THE SOLE RESPONSIBILITY HE L, 33 1 S. 120th Place 0= THE CONTRACTOR. AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT. THE CONTRACTOR IS RESPONSI BLE FOR THE STABIUT` i BD. Board F.O.S. Face of Stud REF. Reference OF THE STRUCTURE PRIOR TO THE COMPLETION OF ALL SHEAR WALLS, pare @y ll Tukwila, WA 98168 LL.., ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. FT. Feet (Foot) REFS. Refigerator BITUM. Bituminous 9 THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE FIG. Footing ABOVE - MENTIONED COMPONENTS. `'P "'i c _?_W .. BLDG. Building 9 RElNF. Reinforced . Block PAR. Furring REQ. Required wt BLK PROJECT DESCRIPTION: 12. THE CONTRACTOR SHALL OBTAIN THE APPUCABLE BUILDING PERMITS AND PAY ALL FEES. BLKG. Blocking GA. Gauge Gau RESIL Resilient �,,.� ► Proposed construction of screen wall, fence, and gate • south B_M_ Bench Mark 9 R.H. Round Head 13. THE CONTRACTOR(S) SHALL KEEP ALL AREAS OF CONSTRUCTION CLEAN AND FREE OF DEBRIS. Al- !tH CONSTRUCTION IS COMPLETE, O P- �w I C side of existing building (to surround existing equipment yard). BM Beam BV. Wed RM. Room THE GENERAL CONTRACTOR SHALL PROVIDE FINAL CLEAN UP. BOT. Bottom R.O. Rough Opening G.i. Galvanized Iron no p3 is CAB. Cabinet GL Glass S. South REVISIONS N $ OEM. Cement CND. Ground S.C. Solid Core RGII �AnE TO � * - (� w� • OE Ceramic GR. Grade SCHED. Schedule No CHANGEs S►+ALL BE ` � C.I. Cast Iron G.S. Galvanized Steel F S econ ` . She � ' �� sion Joint APVAL µ W:THOLT P to _ ILA ,BIHLD M�+C3 ea �►T CU C.L. Chain Link • She et HWY 599 �h �� rcnsor� vat H.B. Hose Bib SHWA. Shower q W , a4o +� *'' 4 "`""" ° �' w wr iCLG. Ceiling HDR. Header SIM. Similar �_ S < l CLR. Clear HDWD. Hardwood SPEC. Specification \ I y n ---- ---------- /'r 1 CO /fi COTR. Construction M• 1 (3 L/ Inade Dameter STRUCT. S\ S 20th PL VJ DBL. Double TEL Telephone , \ K .11111 R. Kitchen THK. Thick - �, 'Z+. I DEPT. Department D l D.F. Drinking Fountain T. do G. 1 _ =— \\ I .9...‘,,, 0___ - - - -- I r or Douglas Fir LAM. Laminate T.O.C. Top of Concrete PROJECT _ -- '� F.i. LAV. Lavatory T.O.P. To o f Plate V S 120th P L N ''' DMA Diameter ry p SITE ` ` -�� 1'. "� CO DIAL. Diagonal LJ(R. Locker T.O.W. Top of Woll ICS DIM. Dimension LT. . Typi {TENANT DISP. Dispenser J.L. Und, OWh SPACE CO DN. Down MAINS. M1j;;;, Labf DR. Door MAT• M U.N.O. Unled 1t � D.S. Downspout• M Othn DT . Detail Ma. M 11 OWG. Drawin MECH. M V.C.T. Vinyl Composite Tile 2 \ g B. Membrane A D G i DWR. Drawer O ME. Mezzanine VEST. Vert col E. East . M 7---'..----) MFR. Manufacturer Y.T.R. Vent To Roof I \ \ EA. Each MIN. 1 \ . .__-/-'-' MIRR. Mirror E.J. Expansion Joint Miscellaneous W. West PROPOSED SCREEN MISC. Mill EL. Elevation W/ With I \� I ALL E• i M.R. Moisture Resistant ELEC. Electrical W.C. Water Closet ELEV. Elevator M.O. Masonry Opening WD. Wood \ ` \• cMER. Emergency MTD. Mounted WIN. Window 1:4!C / \ 23 1:4!C o2 G Metal 767 ENCL. Enclosure W/O Without g TUKVVILA, WASHINGTON ,� a -.11 =0. Equal MUL. Mullion W.S. Wood Screw EQPT. Equipment WT. Weight ESD Electrostatic N. North W.W.F. Welded Wire ,, r T Dissipative N.I.C. Not In Contract Fabric ..,„/ �� E. N0. Number �i E . W. Exhaust NOM. Nominal VICINITY MAP KEY PLA M. � E Each Woy EXP. Expansion N.T.S. Not To Scale STATE OF AS GTON N.T.S. NO SCALE ' - _ _ i x `a � - 1 STO x x Y ( P PROJECT TEAM SYMBOLS / LEGEND DATUM i _ ` : - - 1O. OATH II EMNIS ARCHITECT: - , - - 8.12OT PPLACE — — JOHNSON ARCHITECTS, PC +8'- O'AF.F. 4 11 \ 11 40 E. Corporate Drive, Suite 102 - - - - -- -� - �` - -� - FL V C ERTICAL ELEVATION EXISTING CONSTRUCTION Meridian, Idaho 83642 TO REMAIN (TYP.) — -----) TEL. (208) 846 -9033 -- I 1 i ( I I FAX (208) 846 -9475 �r Contact: Walter Lindgren Referenced Drawing No. F _ EXISTING CONSTRUCTION _ _ — — AI TO BE REMOVED (TYP. U.N.O.) I STRUCTURAL ENGINEER: W DETAIL REFERENCE — __ _ — r I CM ( ) C NEW CONSTRUCTION (TYP.) — — — — — — ; CH2MHILL - Referenced Sheet No. 700 Clearwater Lone = — — I — — — Boise, Idaho 83712-7708 TCNVNE LINE SEPARATING DESIGNATED "— TEL. (208) 345 -5310 Referenced Drawing No. ,� PARTIAL BUILDING AREAS. — — — FAX (208) 345 -5315 Re: Floor Plans — Contact: Kent B. Soelberg /Karl Fritz SECTION REFERENCE _ _ _ r a Referenced Sheet No. ` _ — E AST INTERGATE PARK - -- � 2- - Referenced Drawing No. __ 3311 S. 120TH PLACE - 1 �$] 3 INTERIOR ELEVATION �� REFERENCE P • �. y SPACE 4 Referenced Sheet !•io. l A l IN, PROPOSED SCOPE OF WORK • 1atmE O SHEETNOIE REFERENCE ` _ _ i RE: SHEET A.2 — I ,_ Re: All Plans , ` _ 1 FIXTURE/ACCESSORY _ TITLE SHEET A REFERENCE _ r �� — I } ( I 1 IW7AI WALL TYPE REFERENCE * ` ` r i ` , SOAK Floor a �- o AS NOTED ASSUMED PROPERTY UNE IIIII DEC 2 3 2002 ,iaMa Extent Re: of Plan Woll Symbol. �, Re: Wolf Type Schedule for symbols legend. �-� r \ ( 1 ( ( \ ( �__ 1 PERMIT CENTER , 1 I / St�T ROOM ME /NUMBER OVER SITE PLAN 1� Re Floor NA Plana r „ = 50'_0 _ A.1 . •__ • • _ _ . _ .. . .._ _ __. __. .. .... .. ..,, • ,. • ,, , . . . .. . • e ii GENERAL NOTES — 11111 ilk .. ♦ i I 1 4 1 i 4, l. f I r I . r , 1 r - i , ! /l - �EjS lei �. i vK.r M ,YbI 9 r °' � r v 1 � 1 / ► ' *YD t i z >} � 1 � r� MOT"f - r ARC+4'' �"' M�'M�. 1� $ OC.^iJR t . ) 0 f 1 t / + , -4 I :-:'''! — ii i` r r � � I 2 P/1�i' P; A - a. CURBS MO E>�OSfL STEEL _ 1 _ i f { _ i ,_ _ IL. A i S 1 � � I � �� 9�A ..._,..s `SR 2029 'TA MER�W ' � � I� - - - - - - -. x 3 C b e_U. FOR 51M� BE ' 711514_ E 1E AI- rERi �RA�C' Aft C j----- c APataVED M.A.; COLOR o BE APPROVE" 8� OWNER t/, E i 0 t_.j --- _ • w • • • • —� • • . • • • • I - S?Lf• L - Acs picposEz cicu. FM�3SN O OJTE� FACE O�Y. f P � (TYP - 4FRE QCCURS) I 2. o O I 2 SEA` C.N. i 'MASCO s1LnxANF ` I 1 OR APPQOVE EQWL ? YP.— u -h -C.) I(../..3 E-1:./ F o 1_ • r LEG ,v ° ▪ CO i © 0 0 o ® a o LOUVER GESK,NA L SHEET A 2. L.OJVER £JtJ lc I _ / _ --�t 1-I - > ° h } ! 1 1 0 I 1 + • ' ii 1 R£ A_2 -3 RE. SCH • �' _MUm.ER ? m i - __ 2 ------ 0 , _ ___ . • • k , . a !IE11' C SHEET NOTES ,0 VARIES , 2 t 6 I � O SILL.O.CONC. PAD I 0 1. (E) SLOPED CONCRETE PAD OVER TIMBER PILES. I • ' 1,--- r + + VERiFr (E) CONDITIONS W FIELD. (TYP ) O • r ~ • • O • • • 1 Q • • • • • • - -•�� t 2. 8" NTEGRALLY COLORED SPLIT- FACED) C.M.U. WALL ;4;1 [ r .'.- '' s ∎H4Y•...... ! . .Y.../..LrrYM96dMworA /// /dbV .,,,.. _ dAV/.6%i 904/ 919760. 11WW WMrNWXOYAWIWAI.1..491W1I01.4t5. 1• I .L ' J2' -C ; � i i � - - - - - - Mir TYP. • JAMB ,, , . , . ; . . , . t I • i t S COURSES - I.O. TOP COU 0 , " : V %r:N» O Cw/ STRUCTURAL (TYP.- U.N 00 S LTMR . EINTEGRALLYOLORED (SMOO - FACED) CMU. ACCENT BA ND - - - - r 6' -0' 8' -0' 6'-0' 8' -0' t8' -0' 1 8' -0' �' -8- TYP. OF 6 `, -8 ONE COURSE - T -O. COURSE O 112 ° -8" - r •" �_ / / / / / - � T ' 12' -8" / / CW/ STRUCTURAL (TYP.-U.N.C.) 1 4. 8" INTEGRALLY- COLORO (51100TH- FACEDI C.M.U. WALL CAP. t EXTENT OF (E) CONCRETE PAD / ONE COURSE T.O. COURSE O •2' -1D 0 /� CW/ STRUCTJRAL (Tw.- 'J.N.O.) �o RE: A2 -4 2 TYP. �/ 5. (E) CHILLER UNrr TO REMAIN ('YP.) C VP 3 ) TM 6. (E) GENERATOR UNIT TO REMAIN (TYP.) O TYP" 7. F.O. (E) BUILDING (E) CONSTRUCTION TO REMAR. ('YP.) a 8. (E) ASPHALTIC PAVEMENT (T'YP.) VEPIFY 'E; SLOPE IN FIELD. 03 EQUIPMENT SCREEN WALL SECTION EQUIPMENT SCREEN WALL PLAN 9. SIFFED GATE w/ HORIZONTAL STF LOUVER co • 2 — - I 1i' (RUSKIN ELF2l 1 -2" PROFILE). MATCH COLOR OF A0. UV ' . LOWER (TYP.; m /$ n = 1 , - 1 1 /8" _ , - 10. (E) LEVEL CONCRETE PAD. (rm.) O 11. 8" WIDE CONCRETE CURB. PAINT. (TM. (011 CA OW/ STPJCTURAL 0 YP d 12. CHAN -INK FENCE w/ 3'- 0 "x8' -0" GATE (GALVANIZED FINISH) ANCHCR POSTS IN 12" DiA x 30" MIN. DEE. GROUT MIX FOOTINGS. PROV'DF ;NTERMEDIATE SUPPORT AND DIAGCNAL BRACING AS INDICATED. CU C w AW'-xc TC (E) BLDG. GATE TO LATCH w- PADLOCK (TYP ) 13. 'El BELOW-GRADE CONC. VAULT */ 42" 0 SURFACE O MAN -HOLE ACCESS. C C 14 C.M.U. CONTROL JOINT. CW/ STRUC -ORAL- m L.. 2 /' 15 E" WIDE CONCRETE BLOCK -OUT (DRAINAGE SCUPPER) \\\ /// Q� (TYP. OF E ALONG SOUTH WALL O FINISH GRADE) „..■.. / • 6. LOUVER, AS SCHEDULED. RE: LOUVER SCHEDULE, THIS SHEE 8 ..... • O / "2 M i 8 IC , I / / 37 -4' f 38' -0' 37 -4" II O C C f+ < CL 0 I 0 0 I I m I ,� 1 12' -10' 12' -1 r " 112 to 1 2 -lo � �ir w . R> 7 J. :.NR (, iiiia• - '�' T.O. MASON �' Mwi wiww w iaa! 0 Nwipw r•a aiw�Ii T.O. TASONRY ' T.O. MASONRY -- - -- I1 •� siiiaw...•rr v, © • • iwiiwiii ' wwwwpw ' as 1 06' -8" 1 I �M cm s * • T wa s ac�'uu► aa wsi its w © 3 W T.O FENCE © P w •.lr� +�wirawwwwwwa wa.iwiwweN Np /���� >r Q • i , - . r , -. i.vs i aiwwwi = i llw .�ii iM a w E � ii • NiMifiwalMMINM• inE ? � 1 J p� I I ' , ` ak �/ aw W aaNi.ia � vris� , i riiwl� wppwi NiaaliaalipwwaYpi(wMiiiiif — : - p� . `J awaa0 ��i .7.�f�wE�!ur_Jl!►�'.�Rawiil�� - wNN......Nilmppurummu ipi w::7i= : ci::• r� �p AU II _- wi•vwa M _ ter.. = w awiiwwia r . sa asis. i >�s Ni irawwiiia aw�,� 1 i�� 2 tea' n awaeiw� a s�.�.s a _c.x ^ a� iiai i p iiiwiwi Niariwaail � i a�ii iiiiiliii aNeii ei��� � piwpii a\riii � i� �iiii CO _a` Nli! "T". � � aan�s•ri w -_ _ p _ L - N�aLiaw - 1 ti • � �ii..i■ I � ' e 2 � 1 2 Ili 11111111•111111r1111 — aiii 02' - - I iiiiial.w wwiiia , i . :::::: ::::::::::::::::: T CONC T.O.CON : ;r: — :.. CL 'I' ii T.O. T .O.CONC. 0 I FM. CO 0' V .......... .............. CO VARIES .... -.. • V FLOOR ' VARIES _r '•' V ES _ S RI ES Oh T.O.(E) SLAB T.O.(E) SLAB CD r ( ) J .. ....... L L ..... I i i ( ' N SLAB T.O. E SLAB I _ i Cr_ �_ LJ LJ _ TYP ® 0 TYP. SCREEN WALL ELEVATION — WEST SCREEN WALL ELEVATION — SOUTH ( OF 6) — I 5 1/8 = -0 ., L� 1/8 = SCREE � N WALL ELEVATION EAST 25 DECo2 7674 REGISTERED I ARCHITEY LOUVER SCHEDULE , ; - , HORIZONTAL STEEL ----1,- - 1/4 SUPPORT - (TYP. EACH SIDE) SYMBOL SERVICE TYPE NOMINAL SIZE FINISH I MFR. /MODEL REMARKS SCOTT M. ;IM (TYP. STATE OF WASH! HORIZONTAL STEEL . -- - - } SCHEDULED (TYP.} LOUVER, AS 1-- N \ - -- - - - -: SHAPE ' O INTAKE STEEL -FIXED DRAWABLE j 80 "x56" SCHEDULED (TYP.) a I 1/2" g x 4 1/4 i BAKED ENAMEL RUSKIN ELF375X 1,2,3 LONG ROD " PLATE WELDED TO (. AT) 8O INTAKE STEEL - FIXED DRAWABLE 96 "x5 ' � TYP 3 LOCATIONS) BAKED ENAMEL 'RUSKIN ELF375X 1,2.3 P =� - ---° `- .- PL. 2 "x4"x1/4" WELDED TO i I F � $" C.M.U. WALL (TYP.) � P i --� crimp 1 1 2" STD. PIPE x 4" LONG. a CW/ STRUCTURAL DWGS. - " - } -" _ =_ / C DRAWABLE 96 "x96" BAKED ENAMEL RUSKIN ELF375X 1,2,3 o I . s, (TYP. 3 LOCATIONS) O INTAKE � STEEL - FIXED DRA 5 cc b i �: \ 1/4 2 " MIN. 3 SIDES a 0 1 a RE- EXTERIOR ELEVATIONS 1 1 ; ' REMARKS; 0 3/4 LOUVER OPENING i t 1. ALTERNATE MANUFACTURES: GREENHECK, AIROLITE, CARNES. I 2 1/2" x 2 1/2" x 1/4" 2. COLOR: RUSKIN COLOR TO MATCH SHERWIN WILJAMS #SW 2029 'TAVERN TAUPE' 4 102' -0" t 3 4 " i CONT. ANGLE FRAME. 3. PROVIDE WITH FLANGED FRAME. T.O. CONC. CURB -- I cr / (METER ALL CORNERS) - ° kq I ° _ HORIZONTAL STEEL LOUVER. C I, J"t , 51 (E 2" PROFILE) Cti - (T�') U . 9:'' CW/ STRUCTURAL DWGS HORIZONTAL STEEL i 8" C.M.U. WALL (TYP.) ', a m tali ,.., ___. LOUVER, AS RE: ELEVATIONS FOR TYPE. 4 PAINT ALL EXPOSED STEEL SURFACES • ' t'' SCHEDULED (TYP.) CW/ STRUCTURAL DWGS. - (NP) /1 M 9 LOUVER SILL (TYP.) LOUVER HEAD (TYP.) LOUVER JAMB (TYP.) 1/2 = , - GATE @ HINGE (TYP.) 1 -1,2" @ 1' -0 1_1/2" = 1' -0" "7 1 -1 2" = 1' -0" 1- 0 ,E SCREEN WALL PLAN / ELEVATIONS ° ISY: DJZ asonort WJL °"10 23 DEC 02 • AS NOTED DEC 2 3 2002 '10ll PC: 02123 PER' :' .. i4-7,1R 0�T N0.: •_ A.2 . _ . . _ .. • ,,.. • .• _ - r i , iii i, ,.. I ;Hi 0 __ 7 . ..._..._:: ....... _ _ 1: 1 (.7.:_.. ., GENERAL STRUCTURAL NOTES GENERAL CONCRETE MASONRY 1. UNIFORM BJ =DI!vG CODE, 1997 EDITION, AS MODIFIED B`' THE CITY OF TUKi1:_A, WASHINGTON_ 1 • ALL COt °CRETE SHALL HAVE A MIN AJV 28 -DAY COMPRESSIVE 1. MORTAR SHALL CONFORM TO ASTM C270, TYPE S. HYDRATED. MASONRY THE STRENGTH OF 3,000 PSI EXCEPT AS FOLLOWS: CEMENT SHALL NOT BE USED. 2. NOTED LIVE LOADS SHALL BE AS FOLLOWS t,NLESS OTHERW ?SE SLABS, GRADE BEAMS. TIE BEAMS. WALLS 3,000 PSI NORMAL WEIGHT 2. GROUT SHALL BE CON u M TO ASTM C476 COURSE GROUT AND SHALL HAVE NG � .u= Fr � A M!NiMUM 28 DAY COMPRESSIVE STRENGTH OF 2.00C PSI. LOCATION UNIFORM LOAD ONLY ONE CLASS OF CONCRETE SHALL BE PLACED ON THE JOB AT TYPICAL FLOORS 50 PSF ONE TIME. 3. ALL CONCRETE MASONRY UNO 5 SHALL BE GRADE N, TYPE z MEDIUM WEIGHT, AND HAVE A UNIT COMPRESSIVE MASONRY STRENGTH OF ',900 PS!. CONFORM! STAIRS AND CORRIDORS 100 PSF 2. REINFORCING STEEL FOR CONCRETE SHALL CONFORM TO ASTM A615 TO AS TM C90. GRADE 60 FOR DEFORMED BARS AND SHALL BE FURNISHED AND 3_ W`ND: 80 MPH BASIC WIND SPEED, EXPOSURE C, ERECTED IN ACCORDANCE WITH C..RRENT EDITION OF CRSI "MANUAL 4. THE DESIGN -f'm OF THE FINISHED ASSEMBLY SHALL BE 1,500 PSI. IMPORTANCE ANCE ACTOR i - 1.00. OF STANDARD PRACTICE" AND "P _ -DING REINFORCING BARS" BASED 4. SEISMIC= UBC ZONE 3, IMPORTANCE FACTOR ■ 1.00, SOIL TYPE S 3. ALL STEEL REINFORCING SPLICES AND LAP LENGTHS SHALL CONFORM 5. GROUT ANY AND ALL CELLS CONTAINING REINFORCING OR WHERE SPECIFICALLY D TO THE FOLLOWING MINIMUM REQUIREMENTS UNLESS NOTED OR INDICATED. cONS� _TINT: DETAILED OTHERWISE: 6. PLACE COURSES IN RUNNING BOND PATTERN UNLESS SPECIFICALLY INDICATED 5. CONTINUOUS OPERA'.nN OF THE XIST!'JG FACILITY IS OF CRITICAL OTHERWISE. MPQR ?ANCE. WORK ON EXISTING STRUCTURE E AND = AC!_ TY SHALL r I i BE PERFORMED ON ANC O T- I AND IN A MANNER THAT RAC PERMIT BAR SIZE *3 *4 f J 0 7 *8 I 9 1„ *11 7. ALL LAPS IN CANTILEVER CONSTRUE, •ON SHALL BE 72 BAR D!ANETERS. STAGGER CONTINUOUS OPERATION OF HE EXISTING FAO: CONTRACTOR " " x� x - >R x x >tc n x L ,._ SHALE PLAN AND COORDINATE THE WORK W:TH THE OWNER, ARCH, LAP SPLICE LENGTH ALL ADJACENT LAP SPLICES, SEPARATED BY 3 INCHES OR LESS, BY 24 INCHES. AND ENGINEER AND SHALL DEVELOP AN APPROVED WORK SCHEDULE SPACING<6" I TOP BAR * - -4 ' 12'0"43'-0" 5'-10' 4 6' -8" : "-6" 1 8'4" 19' -2" CZ PRIOR TO I ' 8. PROVIDE TWO FULL HEIGHT TYPICAL VERTICAL BARS AT EDGES OF ALL OPENINGS ' OTHER BAP' 1 ' -4 ' ' t -7 , 2 -3" 3 - 4 , 5 -2"15'-10" 6 -5" I ' 7' - ANC FULL HEIGHT TYPICAL VERTICAL BARS !N 3 CELLS AT 3L_ CORNERS. PRO /OE 6. WHERE DIMENSIONS ARE SHOWN FOR EXISTING STRUCTURES, THEY SPACING >6 TOP BAR* -4 1' -7" 12' -0" 2 -5' 3'-6'' 4 -0' 5' -0' 1 5 -5" 6' -0 "! 7 -1 MATCHING DOWELS FOR ALL VERTICAL BARS. PROVIDE HORIZONTAL CORNER BARS a ARE APPROXIMATE AND FOR REFERENCE ONLY. CONTRACTOR SHALL it-10"i 2' -9' 3 -1" 3' -10 WITH MINIMUM 2'-0 LEGS AT ALL CORNERS. OTHER B.AR} 4" + 1' -4 1 -7' FIELD UC (FA) ALL DIMENSIONS AT AD ELEVATIONS PRIOR TO EMBEDMENT LENGTH ! ! 4 -7" 9. MASONRY' UNIT AND GROUT TESTING SHALL BE IN CONFORMANCE WITH 1997 UBC E . COONSTRRUCTION_ ANY VARRIATIONS ONS BETWEEN EXIST NG DIMENSIONS ANC E EVAT:ONS AND THE PLANS SHALL BE PROMPTLY REPORTED TO SPACING<6" TOP BAR* " -0" 1'7" 2' -3^ 3' -1 ' ' 4' -6" I 5 -2" 1 5' -10 "i 6' -5" 7'-1" 2105.3.4, • UNIT STRENGTH METHOD ". TESTING WILL BE OWNER FURNISHED. OTHER CD THE ENGINEER. } ! I I I I UBC SECTION J2105, "TEST METHODS" MAY BE SUBM!TTEO AS AN ALTERN.TIVE. OTHER BAR '' -0" 1' -2" 1 -9" i 2 -5" 3' -6" 4' 4 -6 "' 5' -0 "' 5' -5"I 0 CO 7. CONTRACTOR SHALL COORD :N.ATE ALL DIMENSIONS AND ELEVAT IONS SPACING>6" TOP BAR* t' -0" -3" 1 1 -7' 11'10" 2' -9" 3' -1 '3' -10' I4'- 5 ' - 5 ''! SHOWN ON STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS. OTHER BARI 1-0" 1' -0" 1' -2" i 1' -5" 2' -1" 2' -5" j2' -11' 3 -7" 4' -2"� L O V Q 8. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF * TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE STRUCTURAL ENGINEER BEFORE PLACED SUCH THAT MORE THAN 12 • OF FRESH CONCRETE IS C C PROCEEDING WITH RELATED WORK. CAST IN THE MEMBER BELOW THE BAR IN ANY SINGLE PLACEMENT. O HORIZONTAL WALL BARS SHALL BE CONSIDERED TOP BARS. _ -_ 9. VERIFY LOCATION AND SIZE OF ALL OPENINGS THROUGH FLOORS, SPECIAL INSPEC N C �5 WALLS, SLABS, AND ROOFS WITH MECH, ELEC, AND ARCH DRAWINGS 4 ALL WALL REINFORCING BARS SHALL BE CONTINUOUS AROUND CORNERS N Y AND WITH EQUIPMENT F URNISHED. AND THROUGH COLUMNS OR PILASTERS UNLESS OTHERWISE NOTED. 1. SPECIAL INSPECTION WILL BE PROVIDED BY OWNER ON ALL RE.NFORCED N = REiNFORC NG BARS SHALL BE EXTENDED INTO CONNECTING WALLS AND CONCRETE. REINFORCED MASONRY, AND CONCRETE ADHESIVE ANCHORS I1'- F LAPPED ON THE OPPOSITE FACE OF THE CONNECTING WALLS. 2 10. NO STRUCTURAL MEMBERS IN ACCORDANCE w'rH 1997 UBC CHAPTER 17. U .- EMBERS HALL BE CUT FOR PIPES, DUCTS, ETC... UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE 5. VERTICAL WALL AND COLUMN BARS SHALL BE LAPPED WITH DOWELS "a 1A' STRUCTURAL ENGINEER. FROM BASE SLABS OR FOOTINGS AND SHALL BE EXTENDED TO THE TOP L- C3• CD 11. THESE P LANS DC NOT INCLUDE NECESSARY COMPONENTS FOR SLAB REINFORCEMENT OF ELEVATED SLABS. VERTICAL COLUMN BARS U SAFETY OF THE BUILDING OR EQUIPMENT DURING CONSTRUCTION. SHALL BE TERMINATED AT THE TOP WITH A STANDARD 90 DEGREE CONTRACTOR SHALL BE RESPONSIBLE 7 CR ALL WORK. RELATING TO HOOK UNLESS OTHERWISE NOTED. CL CONSTRUCTION, ERECTION METHODS, BRACING, SHORING, RIGGING, c GUYS, SCAFFOLDING, FORMWORK, AND OTHER WORK REQUIRED TO 6. FIELD BENDING: ALL BENDS SHALL BE STANDARD 90- DEGREE HOOK N SAFELY PERFORM THE WORK SHOWN. AS DEFINED IN CURRENT ACI 318 UNLESS NOTED OR DETAILED .. OTHERWISE. REINFORCING STEEL SHALL NOT BE BENT OR E Q 12. "TYPICAL DETAILS" AS SHOWN ON DRAWINGS ARE INTENDED TO BE STRAIGHTENED IN A MANNER INJURIOUS TO THE CONC OR STEEL. . g O r TYPICAL AND SHALL APPLY TO ALL SIMILAR SITUATIONS OCCURRING 7, REMOVAL OF FORMS AND SHORES SHALL BE IN ACCORDANCE WITH ON THE PROJECT, WHETHER OR NOT THEY ARE KEYED IN EACH CURRENT EDITION OF ACI 318, CHAPTER 6. SUSPENDED SLABS Ili : W LOCATON. CONSULT WITH ENGINEER FOR INTERPRETATION OF SHALL BE RESUPPORTED, AFTER FORM REMOVAL, UNTIL CONCRETE APPLICABILITY OF TYPICAL DETAILS. HAS REACHED ITS SPECIFIED STRENGTH. Om T 13. VISITS TO THE JOB S TE BY THE ENGINEER TO OBSERVE 8. MINIMUM CLEARANCE FOR REINFORCEMENT BARS SHALL BE AS CONSTRUCTION O DO NOT IN ANY WAY MEAN THAT THEY ARE FOLLOWS UNLESS OTHERWISE NOTED: CO GUARANTORS OF THE CONTRACTOR'S WORK, NOR RESPONSIBLE F 1 OR COMPREHENSIVE OR SPECIAL INSPECTIONS, COORDINATION, COVER SUPERVISION, NOR SAFETY AT THE JOB SITE. A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 14. REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS FOR GENERAL B. CONCRETE EXPOSED TO EARTH OR WEATHER: CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE 'S BAR AND SMALLER 1 1/2 " O WITH THE CONTRACT DOCUMENTS. REVIEW OF SUCH SHOP DRAWINGS •6 THROUGH +18 2 BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR CORRECTNESS OF DIMENSIONS, FABR!C:ATION C. CONC NOT EXPOSED TO WEATHER OR IN CONTACT W/GROUND: DETAILS, SPACE REQUIREMENTS, AND ERRORS IN THE SHOP SLABS, WALLS, JOISTS ( +11 BAR AND SMALLER) 3/4 " DRAWINGS, OR FOR DEVIATIONS FROM THE CONTRACT DRAWINGS BEAMS, COLUMNS (PRIM REINF), TIES, STIRRUPS 1 1/2 " OR SPECIFICATIONS UNLESS THE CONTRACTOR HAS SPECIFICALLY CALLED 9. ATTACHMENT OF NEW CONCRETE TO EXISTING CONCRETE: THOROUGHLY ACCOMPANYING ATTENTION THNGT TH E SHOP DRAWINGS AND THE ENGI NEER SUCH DEVIATIONS IN WRITING BY A LETTER CLEAN AND ROUGHEN SURFACE OF EXISTING CONCRETE TO AMPLITUDE NEER R APPROVES ES SUCH CHANGE OR DEVIATION IN WRITING. OF 1/4 -INCH TO EXPOSE CLEAN SOUNr, AGGREGATE. S . o w & 15. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SHALL INDICATE ON 10. CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL OPENINGS, ty THE SHOP DRAWINGS BY A SIGNED STAMP, OR OTHER APPROVED CURBS, DOWELS, SLEEVES, CONDUITS, BOLTS, AND INSERTS WITH j a • MEANS, THAT THE CONTRACTOR HAS CHECKED AND APPROVED ELEC, MECH, AND EQUIP MFR'S PRIOR TO PLACEMENT. /,,� , I ' % THE SHOP DRAWINGS, THAT THE WORK SHOWN IS IN ACCORDANCE 11. NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY ', �, , OTHER MATERIAL INJURIOUS TO CONCRETE SHALL BE EMBEDDED IN ��F�rs7 eR`� „ . WITH THE CONTRACT DOCUMENTS, AND THAT THE WORK SHOWN HAS BEEN CHECKED FOR DIMENSIONS AND RELATIONSHIP WITH WORK OF CONCRETE. S ion � AL � ALL OTHER TRADES INVOLVED. a J1 ( kPiRES 01-09 -05 12. CURING: PROVIDE 7 -DAY CONTINUOUS WATER CURE ON ALL CONCRETE SURFACES. STAMP 13. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE 24 -HOUR (MINIMUM) ) y 200 I NOTICE TO ENGINEER PRIOR TO PLACING CONCRETE TO ALLOW FOR SO . No. DATE ! REMARKS FOUNDATIONS PROPER OBSERVATION OF REINFORCING STEEL PLACEMENT. �" f 14. PREMOLDED JOINT FILLER (PJF) SHALL BE BITUMINOUS TYPE, SHALL .. I 1. EXISTING FOUNDATIONS CONSIST OF 8" DIA DRIVEN TIMBER PILES. CONFORM TO ASTM D994 OR D1751, AND SHALL BE MANUFACTURED BY f! ALLOWABLE D *L CAPAC,TY GIVEN AS 30 TONS PER PILE. SEE SOILS W.R. MEADOWS, INC., ELGIN, ILLINOIS; OR EQUAL. INSTALLATION REPORT PREPARED BY EARTH CONSULTANTS, INC. DATED MAY 23, SHALL BE IN ACCORDANCE WITH THE MFR'S RECOMMENDATIONS. 1985. 2. ANY UNUSUAL SOIL CONDITIONS (WATER, SOFT, LAYERS, ETC...) 15. NON- SHRINK GROUT SHALL BE "MASTER FLOW 928" NON- SHRINK ENCOUNTERED DURING EXCAVATION FOR FOOTINGS OR DRILLED NON- METALLIC GROUT AS MANUFAC "URED BY MASTER BUILDERS CO., PIERS SHOULD BE IMMEDIATELY BROUGHT TO THE ATTENTION CLEVELAND, OHIO OR APPROVED EQUAL. GROUT SHALL BE INSTALLED OF THE ENGINEER. IN ACCORDANCE WITH THE MANUFAC1JRER'S RECOMMENDATIONS. 16. PROVIDE HEADED CONCRETE ANCHOR STUDS (HAS), OR DEFORMED BAR ANCHORS (DBA), OR THREADED ANCHOR STUDS (TAS) AS REQUIRED AND AS MANUFACTURED BY NELSON STUD WELDING COMPANY OR KSM `FASTENING SYSTEMS DIVISION OF OMARK INDUSTRIES. 17. ADHESIVE ANCHORS OR REBAR DOWEL ADHESIVE ANCHORS SHALL BE ITW RAMSET /RED HEAD EPCON SYSTEM CERAMIC 6 EPDXY ANCHORS OR APPROVED EQUAL. 18. SPECIAL INSPECTION SHALL BE PROVIDED DURING INSTALLATION OF ALL CONCRETE ANCHORS. CONTRACTOR SHALL COORDINATE ANCHOR INSTALLATION SCHEDULE WITH OWNER AND ENGINEER. DRAWING TITLE GENERAL STRUCTURAL NOTES DRAM BY: L.HENDERSHOTT CHECKED BY: K.FRITZ DATE: 23 DEC 02 +o r,ix SCALE: crrY AS NOTED o f Tc'hyviu DEC 7 3 2002 10B NO. 1 77456 P_ IT CENTER - - - SHEET N0: " 2... 37‘,„( ____ . S.1 , ..- . ' 11 I I 1 I: cl i 11 I _ I € ! ' o f -- , T_O_ CM; WALL ! = a ii ,/-�- _ 9 I mac! EL 112 -10 (TYP) X 1 1 - - - - - �- -- - - - - -- - - - - - - : t (2)• .F AT i- TCP OF YtA_L �� FAC :.,: C!41(, PIASTER, I 1 EXST B_ r SEE' » (TYP) 1 °' - -- I a 1 . - •�� 48' HORIZ (MA)<' �� i • • • • • • • • • • c - z3 a j • W is z j ) • .c is 11 8' CARL WALL PILASTER WHERE - z -! REC SEE PLAN ie, �� - - • 41 • • • • • • FcR _xATIcN w EL r, -- DOWEL In IN WALL �' =� VERT CTRD - z 3 EXST VAULT I •4 RBAR DO = I EXISTING 18" CONC AT P CASTER, SEE o Co. 1 2 c '----- SLAB ON GRADE ( c0 I Consv�rANT: ( L 00 ►► • 8" WIDExREQ'D CONC M - CURB UNDER CMU a WALL i -: 9 - - - - -- • • • • • • • • E XST 1_3:. THIC � r - '2) • x IN CU - z • I c LAB ;� � - CD - 2 0 ! - j P'L PILES, (T.O. SLAB E! - ) O. CC CON -0 CUR? W - VA=S ES, SEE PLAN) EL 1G2' 0" z a is GA SEE ARC j I � ` I (TYP)77- (TYP 0= 2) __- ; I, 1. - REBA.R DCWEL E - 1 - - - 1 ADHE�:J= ANCHOR 00 -° £ r £ _ F CC)- - - I - V - - - - - I .. 7 I , , �� , . ' S1 ± • - -� o EA CELL r 'NT- 4 '/2' CO MIN M O i I7 7, , i i r � T- j CD 16" SQ _CMU , I - VECH LOUVER 8„ CMU WA i NOTE: L BELOW, SEE E j MECH LOUVERS NOT .� Q P L O !L ASL� OVER 8" 'WiD_ SHOWN, SEE AR SEE � j ARCH (TYP) CONC CURB, C~ L. f j SEE NOTE 1 I I a , c 6' -C' 8' -0" E' -0" 8' -0' 18 -0" 8' -0" ;TYP) ' TYPICAL CMU WALL SECTION i s I. — _ _ _ 58' _ 8.' O , OPENING OPENING OPENING C BELOW BE OW BELOW I � 2 ' ' 112' -8" - i NOTES: I ' 2 1. INTERRUPT CONCRETE CURB AT SCUPPERS AND DOOR(S) , (13 AS SHOWN ON ARCH DRAWINGS. Q U CD .t Q ... 2. PROVIDE CMU CONTROL JOINTS AT EQUIPMENT YARD SCREEN WA PLAN c 40' (MAX) SPACING_ SEE ARCH AND N D • ETAIL 4. .3,,6"_," .3,,6"_," ` .` - GROUT ALL CELLS E' ' y- 3. COORDINATE CMU WALL OPENINGS / am� • WITHIN SHADED Q' N WITH ARCH. J 4 = � '1®�� � BOUNDARY AREA 5 O 4. SEE ARCH FOR CONTROL JOINT W'1-- , 1 1 �� T >I ' "A" BARS IN LOCATIONS. - -2 TYP ° !!!! � ' !! LINTEL BLOCK w ' rt . TYP MwM�� HORIZ �MMM ■ ■M♦Mwl�� ■MGM ' . NOT_ 3 VERT w�M� ■ww�■�w�w�■m�ww■ �. T- N•NN•NN•NNNNN•N BARS AT I ' I -2 -0" MIN M REINF �N•INNNN01NNN1 WALL AND MI - TYP C?) - `___NM11•N•NNNNN N ; AT ALL - -■ � I F NI•N q�w�w.1 ■ww��■w� MIN, ROOF AND 2' -0" M�MMIM■M ■wM♦q■111∎= . ■� = ••NN1••NB•••N1�NNN FLOOR ' .E TYP N •�o . LEVELS I rlf) /� �r = 111 "C" BARS EACH ''W� " BARS IN - w■MMwIwN■ ° ■ww w MN■ SIDE, NOTE 2 ME ■ 1 , - BOND BEAM 0 HORIZ IA • 1 ! — (ONE CENTERED Mme ° � "�'� NOTE 3 PER 1���- CMU REINF CELL IN 8" ' ' ! —I® i =mum 1 � OPENING WALLS) i / 1► •IN !_ -- �� REINF SEE _ 411 , � � ■ . 1.1 1• ■ , i DETAIL 5 I I , a IM1�1 Ia n i �a - AMB LAMB 3 •TYP VERTS ADDT'L •5 BARS SOLID GROUT - I�NN• R11 unity ommu mimmIN WIDTH NiD T E EACH END OF FULL HEIGHT ~o cN _ I ■•UN•IRIA AI■IN•N■III•■•N•IIf•••••III -- TOP OF CONC g �0 rii WALL (TYP) / 7 1 i Ln�n i�wwgi�wwwwni� it 0,411.1 IV!■IMMMM/1gr�NM■■/�gM ■ ■MM7 °, STEM WALL TYP WALL S��O III —CORNER BARS �' MATCH TYP HORIZ .- HORIZ BAR sv� __ DOWELS BAR SIZE & SPACING �, t TOP OF STIRRUP, � ILAF , HORIZ BAR IN - TYPI DAL CMU WALL �• �; . SAME LENGTH AS ' < NOTE 4 ELEVATION FIRST COURSE "A" BARS VERT REINFORCING �o OP I OPENING _ SEE PLAN NOTES: STIRRUPS HOOK 1 . zTw S ' °xnc ��' AS READ 1- f-i-1 o IEXPIRES 01 -09 -05 I 1. GROUT EACH SIDE OF OPENING AS NOTED IN TYPICAL OPENING SEE SCHEDULE f REINF AT CORNER REINF AT END OF WALL REINFORCING DETAIL s . 8" CMU WALL f ° _ 1,10° STAMP 2. LAP ALL REINFORCING 48 BAR DIAMETERS (2' -0" MIN). i w ,cn a ct � e LINTEL BOT !I ; z w 1�^" '° N0. DATE REMARKS 3. STAGGER SPLICES IN ADJACENT HORIZONTAL BARS IN THE SAME HORIZ REINF I'� • : -tc N - 9 COURSE BY 2'-0". "A" BARS SEE / �`° J A K , «s NOTES 4. PROVIDE •4 DOWEL BARS AT EACH MASONRY CELL, ANCHOR TO SCHEDULE '�� LINTEL BLOCK N 1. LAP-48 BAR DIAMETERS OR 2'-0" MIN UNLESS OTHERWISE NOTED. EXISTING SLAB PER SECTION A. SECTION ' I 2. PROVIDE A STANDARD 90° HOOK EACH END 5. FOR ADDED REINFORCING AT WALL INTERSECTIONS AND CORNERS, ON ANY HORIZONTAL BAR BETWEEN OPNGS SEE DETAIL 1. — DR CORNERS LESS THAN 6' -0" IN LENGTH. CMU OPENING REINF SCHEDULE ll • TYPICAL CMU WALL DETAILS 3 WALL 8 TYPICAL REINFORCED CMU WAL 8" WALLS 1 NTS NTS W LINTEL' STIRRUP "A" 1 "B" I "C" 1 JAMB DEPTH SIZE, SPA BARS ' BARS 1 BARS WIDTH 1 3/8" S 2' -8" 8" - 1 1 1 8" / fi----7 N_ SEALANT >2' -8" 16" - 2 1 1 ' 8" PROVIDE (4) •5 VERTS S4'-0 —_ m *3 xCONT WITH • TIES - M,,.,., -� BOND BREAKER TAPE 016" OC 3/8" '�''' - - BACK -UP ROD >4 - 0 �: 24" 308" 2 1 2 16" 8" CMU WALL _ `�- CMU BLOCK S8 1 8" CMU WALL ' - 0" 32 •3E216 2 2 3 24" i!I& I DRAWING TITLE• ! , � `, ����� r " � � � t'� ss -_ STOP TYP HORIZ NOTES PLANS & 1St" + � L�p e % ' REINF AT JOINT, �l r•1�.`� � `�� IT J EXCEPT CONTINUE 1. USE BAR QUANTITIES AND SIZES GIVEN IN LINTEL SCHEDULE UNLESS HORIZ BARS AT ALL DETAILS �� I LEVELS THRU JOINT OTHERWISE NOTED ON THE DRAWINGS. I ROOF AND FLOOR 2. EXTEND "C" BARS 48 BAR DIAMETERS OR 2' -0" MINIMUM BEYOND TOP AND BOTTOM OF OPENING EXCEPT THAT WHEN "H" OR "W" EXCEEDS DRAWN BY: L. HENDERSHOTT TYP WALL TYP WALL ss �, - PROVIDE TYP VERT 2' -0 ", "C" BARS SHALL EXTEND FULL HEIGHT. CHECK REINF REINF REINF IN 2 CELLS 3. "A" AND "B" BARS SHALL EXTEND 48 BAR DIAMETERS OR 2' -0" MINIMUM ; CHECKED B Y . K.FRITZ PREFABRICATED EACH SIDE OF JOINT EACH SIDE OF THE OPENINGS. ti4 � T:' ,. :`-,' ;i DATE: CONTROL JOINT 4. FOR BAR SIZES, MATCH TYPICAL WALL REINFORCEMENT AS SHOWN ON DEC 2 3 1001 23 DEC O2 THE BUILDING WALL SECTIONS. SCALE. AS NOTED PERMIT CENTER 2 TYPICAL CMU PILASTER Joe "D. 177456 4 TYPICAL CMU CONTROL JOINT TYPICAL CMU OPENING REINFORCING NTS NTS • - NTS S HEET NO.: 5 7 ci o .z . _. , . �' ti t .....- -. _ ... I . .., _...