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HomeMy WebLinkAboutPermit 6629 - Eagle Hardware - Storage Racks6629 91-204 eagle hardware rack storage 101 andover park east Permit 6629 - Eagle Hardware - • " Racks I' year 1988 SETBACKS: N- S- E- UTILITY PERMITS REQUIRED? O Yes xO No BAR/LAND USE CONDITIONS? 0 Yes W- (throu E 'ubl i .9 gh Worica) xO No FIRE PROTECTION: OSprinklers O Detectors O N/A ZONING: CONDITIONS (other than those noted on or attached to permit/plans) ADDRESS 2203 Airport Way South, Suite 300, Seattle, WA ZIP 98134 WA. ST. CONTRACTOR'S LICENSE # BERKCS *267LP EXP DATE 12 - 31 - 91 ARCHITECT Sconzo Associates PHONE 455 -3203 ADDRESS 919 124th Avenue N.E., Suite 101, Bellevue, WA ZIP 98005 - -•' •'• •nl Sabey Corporation ' 281 -8700 • ADDRESS 201 Elliott Avenue West, Suite 400, Seattle, WA ZIP 98134 CONTRACTOR Berkley Construction PHONE 628 - 3100 ADDRESS 2203 Airport Way South, Suite 300, Seattle, WA ZIP 98134 WA. ST. CONTRACTOR'S LICENSE # BERKCS *267LP EXP DATE 12 - 31 - 91 ARCHITECT Sconzo Associates PHONE 455 -3203 ADDRESS 919 124th Avenue N.E., Suite 101, Bellevue, WA ZIP 98005 CITY OF TUKWILA Dept. of Community Development- Building Divisio 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: lfr I l -q► APPROVED FOR ISSUANCE BY: CERTIFICATE OF OCCUPANCY NO. BU1LDlN PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) n DESCRIPTION BUILDINGPERMIT:FEE PLAN:CHECK FEE >: > BUILDING: SURCHARGE: »> OTHER<< TOTAL': AMOUNT RCPT # <: RA7E 7 PLAN CHECK NO.: 91 - 204 ' PROJECT- INFORMATION SITE ADDRESS 101. Andover Pk E SUITE # PROJECT NAME/TENANT Eagle Hardware & Garden ASSESSOR ACCOUNT # 022300- 0030 -05 TYPE OF U New Building U Addition Li Tenant Improvement (commercial) U Demolition (building) Li Grading/Fill WORK: Rack Storage O Reroof Remodel (residential) O Other: DESCRIBE WORK TO BE DONE: Set up gondola, pallet rack, and cantilever racks. VALUE OF CONSTRUCTION - $ 190, 000.00 CODE . COMPLIANCE SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD SQUARE FEET OCC, LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD ■ BUILDING OFFICIAL DATE: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the rovisions of any other state or local laws regulating construction or t erformance of work. I am authored 6 sign for and obtain this building permit. SIGNATURE: L L» PRINT NAME: 2 ,,x2ti/ i ,e COMPANY: Z 66 4 �,�a /24 vzl' s �,o)2 r� This permit shall become null and void if the work is not commenced within 180 days from ,the date issuance, or if the work is suspended or abandoned. fora. period o of .180: days from the last inspection DATE ISSUED: DATE: 6 - // - 9/ PERMIT NO. CONTACTED Dav id 1 BY: (init.) DATE READY DATE NOTIFIED /) l!J PERMIT EXPIRES 2nd NOTIFICATION BY: (snit.) AMOUNT OWING .---) �- l �- I L `� 3RD NOTIFICATION BY: Intl. BUILDING£ "7ERMIT APPLICATION TRACKING PROJECT NAME PLAN CHECK NUMBER 91I - ' &O «««1«« ARE FEET E BUILDING - initial review FIRE O PLANNING -- X 1 ' ( ,.;1 O PUBLIC , :, WORKS `,� O OTHER 0 BUILDING - final review SITE ADDRESS REVIEW COMPLETED SQUARE FEET 4 9 /k OCC. LOAD 6 q/ INIT: Li INIT: INIT: k -ko .rdwor.e_ Ion Ari(aDu-Qv P4K INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. FIRE OCC LOAD ZONING: SQUARE FEET PROTECTION: REFERENCE FILE NOS.: MINIMUM SETBACKS: OCC. LOAD N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: SQUARE FEET S- Yes SUITE NO. OCC. TOTAL TOTAL LOAD SQUARE FEET OCC. LOAD R E Q UIREMENTS > > f ... N I O!f 4 ell /2 CONSULTANT: Date Sent OUTED Date Approved - Sprinklers [] Detectors N/A FIRE DEPT. LETTER DATED: (— 5 INSPECTOR: BAR/LAND USE CONDITIONS? []Yes 7717 UBC EDITION (year): Ictee 08/17/90 MEAGLE HARDWARE & GARDEN 19115 West Valley Highway Suite H -107 Kent, WA 98032 Phone 206 - 251.6171 Fax 208.251.6408 Da Id Crossley St.r. Development ,,2'! 1 S fI 7 0 SITE ADDRESS SUITE # 101 Andover Park Easy VALUE OF CONSTRUCTION - $ 190,000,00 PROJECT NAME/TENANT # Eagle Hardware & Garden ASSESSOR ACCOUNT # 022300 0030 - 05 TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: Et Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Set up Gondola,Pallet Rack, Cantilever Rack BUILDING USE (office, warehouse, etc.) Retail NATURE OF BUSINESS' ' Hardware & Garden Sales WILL THERE BE A CHANGE IN USE? U No ES Yes IF YES, EXPLAIN: To merchandise building for retail sales. SQUARE FOOTAGE - Building: 141,209 Tenant Space: 119,209 Area of Construction: 119,209 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 2 Yes iF YES, EXPLAIN: Display and merchandising products in quantities not to exceed the limits of UFC SEC.79.210(E)3. PROPERTY OWNER Sabey Corporation PHONE 281 -8700 ADDRESS 201 Elliotte Ave. W. Suite 400, Seattle, WA ZIP 98134 CONTRACTOR Berkley Construction & Engineering ( PHONE 628 -3100 ADDRESS 2203 Airport Way So. Suite 300, Seattle, Ea. ZIP 98134 WA. ST. CONTRACTOR'S LICENSE # CC01BERKCS *267LP EXP. DATE 12/31/91 ARCHITECT Sconzo Associates (John Hall.'trom) PHONE 455 -3203 ADDRESS 919 - 124th Ave. NE Suite 101, Bellevue, WA ZIP 98005 I HEREBY CERTIFY TMAT l HAV RF..AD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE T RUE; AND CORRECT AND I AUTl RIZED<:TO APP Y F m R THIS;' ERMIT, ;: BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE 1 / / .��2� ( el-, -- DATE 5 -20 -91 . PRINT NAME David K. Crossley PHONE 251 -6171 ADDRESS 19115 West Valley Highway, Suite H -107 CITY /ZIP Kent 98032 CONTACT PERSON Ea le Hardware & Garden (Dave Crossley) PHONE . r CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 pESCRtPTIo (206) 431 -3670 BUILDING PERMIT FEE >' PLAN CHECK FEE BUILDING SURCHARGE APPLICATION MUST BE FILLED OUT COMPLETELY DATE APPLICATION ACCEPTED BUILDI'IG PERMIT APPLICATION OTHER: N AMOUNT w7z1:Cg TOTAL RCPT . DATE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sake to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete In order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 - 3670 prior to , submitting application. 4n all cases, a valuation amount should be entered by the applicant. This figure will be ' reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agei.. to submit this permit application and obtain the permit will be required as part of this submittal, EXPIRATION OF PLAN REVIEW Applications for which no permit is Issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION EXPIRES &0--q) CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 MEMORANDUM TO: �1 -�- FROM: . i e_.. 130A DATE: ' `cYNa3 &o, ! �� SUBJEC'T': BALK . 5-a ressz_ PHONE # (206) 433.1800 Gary L. banDuscn, Mayor Rea a Li .r x Ak-e'0c.1-, x Ck Rou lai \ IQ _ I) 1 -15 a a. °l x q !a u I,a - St 3 l a L4 x l 1 -1 = I , aoU 6ao (6 0 0 0 a69n sQ b° 0.9 u t) » 1 2 0 QC co ai x � � 06 bow x 4 FILE COPY I understand that the Plan Check approvals are suhlect to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. Permit No et CITY OF TUKWILA APPROVED J U 6 1991 �A I ,g B ILDI G IIVISIO11 RUBY & ASSOCIATES P.C. STRUCTURAL ENGINEERS 20245 W. TWELVE MILE PO, SOUTHFIELD, MICH, 48076 TELEPHONE (313) 350.2400 FAX NO. (313)- 350.2405 J EAGLE HARDWARE & GARDEN STORAGE RACK CHECK TUKWILA, WASHINGTON CLIENT - ANDERSON BUILDING MATERIALS CO. ST. JOSEPH, MICHIGAN REVIEWED BY: D.I. RUBY, P.E. G.C. VAN POPERIN, P.E. RUBY & ASSOCIATES, P.C. 20245 W. 12 MILE ROAD SOUTHFIELD,, MI 48076 (313) 350 -2400 R &A 91 -110 JUNE 22, 1991 MNEV/IM JUN 2 5 CITY OF TUKWILA PLANNING DEPT. ABOOCIATIIIII P.C. •11181.11CTUNAL IN01,411148 DY CHKO INDEX SHEET i - SIGNED AND SEALED BY WASHINGTON P.E. FAX FROM ANDERSON BUILDING MATERIALS COMPANY SHEET El - TYPICAL STORAGE RACK SHEET E2 - LONGITUDINAL BRACING DRAWINGS 2, 3, 4 AND 5 SHEETS R1 - R15 HILTI KWIK-BOLT, PAGES C26 - C28 20245 W. TWELVE MILE RD. SOUTHFIELD, MICH, 4507E3 TELEPHONE (313) 350.2400 DATE (DATE PROJECT EAGLE HARDWARE & GARDEN 'TUKWILA, WASHINGTON' TITLE INDEX SHEET I.• PROJECT NO 917110 SHEET NO G' i4 C GC' op/,c, .�r'I.9 /c: 20245 W. TWELVE MILE RD SOUTHFIELD. MICH. 4E1076 T ELEPHONE t313) 3`'50.2.400 1 012 , (�,^ ZI -III GVgzcil pY DATE CA rE ff • u•v w POODC11111111 P.C. • VNuC?ua•l matnuea CHK1.7 TITLE /9 6 066 /..5 /e/V/ „iiO4 'a✓Fi 44 7 A,0 p�- s'L ✓J i' ' y 77 / 7,04/ 4 L/JO2is °cis e- EQ%'Y 4 —s, I A.TES 1 7 . c., - tIV> IJ IJDFc - rAt!. ►_) T;-\l ?. es /lei) op- K , . . pCOoGr.z7:5 GAL.CuLNTlot.,)5 5 1:'o0■J‘' . 7..O:5 1f+,C . f,, -:) �?< , • 113 rI CITE_. t 1'�- Oxr; 6,".7 ■ % ". Sao A 0A40 2 S4 � -' )° N 1 I - \•:r 0� I m - r:. , ,, �'. C. . • 1,.,..1"' 18821 a * I •''•9FGISTE��; ••f �� PROJECT E AG ^l.F Ane vw Ace < UNEC�q.N PROJECT NO. en- no SHEET NO. r ir,•64..a.i.utr4 216 Upton Drive ANDERSON BUILDING MATERIALS CO. Structural Steel Fabricators DATE _ -.Moe 19, 1991 FAX REQUEST FORM AND TRANSMITTAL INFORMATION SHEET FROM: rlr rdin er P.O. Box 498 St. Joseph, Michigan 49085 Phone (616) 983 -554., FAXff 616 -983 -0902 TOTAL NUMBER OF PAGES TRANSMITTED 5 INCLUDING THIS INFORMATION SHEET NAME OF INDIVIDUAL: Mike Ca an Thank You NAME OF FIRM: Dave Ru by - & 1lssocs . 313 - 350 -2405 -- _ TIME OF TRANSMITTAL A.M. 3:24 P.M. MESSAGE: as oar our >7hon! conver at on I am Laxina to y our shop drawl ncJs . an Eaaa- HaLwal~C.r- `ukiNU washingt;on Artyt y ou con do to help , ua an area lv annkegiat ,. I>y you eve any questions please contact me immediatly.. Ws . lattee...1,SU.lkM-op `1 iS s- .is sj c tha_p iect is talready fabr icated ci c?el + vexed ro _l ao,y) 1a, Washington. Steel Joists • Metal Root Deck • Miscellaneous Iron quotations subject to Chonge without notice. AM aproomonts ore Contingent upon %trtkoo, accidents end other delays unpvoldDbte Or beyond our control, All contrects are subject to the approval of Gonorat Sato Offices. ATTENTION OT THIS MATTER I S GREATLY APPRECIATED. THANK YOU K. A. SPOONER, P.E. ,>t, ASSOCIATES Structural{ E11r'In e.rs ST. JOSEPH, MICHIGAN 49085 (6*6) 9a34761 .. G 0 dr:'i+ 19'•� : �e rcr..,,•; •..•. r • it. /itit`67 ? .N...• ._ .....:.«.. , _ • { .... _•• • ».:.4 . .• j ..:4x4 «.•.. ••. •• ••• • • I • • • • • • • • •• • ••i••• •••• j j • • • .. - • 4 ; 1 • (It .4 . • 1,319,„16 :4 •• ... S. Z0•40.0 ...141.31:::?.(!k.44.2,1 i .. ,,E1. 111) 1.77io� ... - ..:...:.•. •.. : • ., , • • • • Jon. -.d _ �, .►rz 1 /fS f — or CAICULATRO S d]rf /I A.e CHCCRtb Or , OAT. SHEET NO. %CALL •�r•r.�rieia.r�.a. or • •••••• • • •..•...? . • •••••.1.• ••••• ). • • •• ... «.�. «•... 00..44.•... _ • I' .. . _•ni.•...• • _ • •. • N• ••• • •• ...... • �.. « . t...., �• . • i • • • • + ,s'.%'.. 7.7: ? 7 % ' ' . . . � , c . , 4 .. I s . . A , � � . . • . . t ; n /.. • •. • • _,; . . •••• • ;• • •; N•.••• _ _ •..•; .«••..i.•..»••.i.r_.w..•. ••••• • { • 4 • , , • • IS Of • . • J . r O = i .. 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NIX FY r ••\ ODUY i AIPOC, *TSS P.C. •TRUCTURAL[NOIN[!N$ 20245 W. TWELVE MILE FiD. SOUTHFIELD. MICH, 48076 TELEPHONE (313) 350.2400 / 21-11 DATE Z2 q DATE TITLE SI -TIP. A &bU TyptCAL 251 L 6.2 40 rti 1 1u, - 4tgEVMr..wr PROJECT NO. SHEET NO �.I wu•r s w•IIIOCIwn• P.c. •TRUCVUN•L INmwn•• INI•111■111101• rDi2. F3 GJ P L. MK 20245 W. TWELVE MILE RO. SOUTHFIELD, MICH. 45076 TELEPHONE MT 3/ 350.2400 4 to a 6). `3 T ISM e cg o ccl ch l A2.OWAQe. 4C- I Ng:DF N Tvk A LA 0A4.214 TITLE b PROJECT NO. eiskio SHEET NO section a-a arms holes paint material arms horizontal braces seismic check overturning 20245 W. TWELVE MILE R0. SOUTHFIELD. MICH. 40076 TELEPHONE (3131 380.2400 OATE OA1 E PROJECT TITLE PROJECT NO. SHEET NO. check down able bracing forces lateral force options longitudinal bracing k bace k brace anchorage shear spacing eabraces r 0154 -20 (R) Version 2.01 Ruby ,4 Associates P.C. 20245 Vest Twelve Mile Road Southfield, Michigan 48076 EAGLE NARO4ARE RACK CHECK yam rim AXIS BRACED EVERY FOUR HAYS Units Option : US Standard 4ISC Code Checks : 9th Edition AS0 Shear Detonation: No °-Delta Effects : No Redesion : No Edge 7orces : No Page : 1 ,6/22/71 Node Boundary Conditions No 4-Coord Y -Coord X-dof Y-dof Rotation Teno. (ft) (ft) fin. X /inl---- (in,Kiinl-- -(r,X-ft /rl (F1- 1 0.00 0,00 R R 0,00 2 0.00 4.00 0.00 3 0.00 9.00 0.00 4 0.00 12,00 0.00 5 2.67 0.00 0 0 0,00 6 2.67 4.00 0.00 7 2.67 9.00 0,00 9 2.6 12,00 0.00 9 1.33 6.50 0.00 10 5.33 0.00 R R 0.00 11 5.33 4 .00 0,00 12 5,33 9.00 0.00 13 5,33 12.00 0.00 14 8,00 0,00 F P 0.00 15 8.00 4 .00 '1,00 16 8,00 9.00 0.01- 17 9,00 12,00 0.00 18 6.67 6.50 0,00 19 4.00 0.00 0 0 0.00 20 3.00 4,00 0,00 21 5.00 4,00 0.00 laterial Elastic Poisson's Them! Yeioht Yield Stress Label Modulus Ratio Coefficient Density (Fv1 (Ksi) (F) (K /ft3) (Xsil- --- 435 29000.00 0,30000 0.65000 0.490 36.000 Section Database Natl. Area Mosent of As v/ Label Shane Set Inertia Coef (in"2) (in ^41 COL V8X21 A35 6.16 9.770 1.20 1 STRUT L2X2X4 A35 0.94 0.350 1.20 DIAL 11,5X1.5X3 A35 0.53 0.110 1,20 OR ACE 1313X4 035 1.44 1.240 1.20 I J I Releases 7 End Offsets No Node Node Section x r z x v r Sec Sway I J lenoth (inl- -- -(inl (ft) 1 1 - 2 COL 4,00 2 2 - 3 COL 5.00. 3 3 - 4 COL 3.00 4 5 - 6 COL 4.00 5 6 - 7 COL 5,00 6 7 - a COL 3.00 7 10 - 11 COL 4,00 8 11 - 12 COL 5.00 9 12 - 13 COL 3.00 10 1 - 15 COL 4,00 11 15 - 16 COL 5.00 12 16 - 17 COL 3.00 r r r r is r Ruby & Associates P.C. 20245 Vest Twelve Mile Road Southfield, Michigan 48076 EAGLE HARDWARE RACK CHECK V5X21 WEAK AXIS BRACED EVERT FOUR BATS 1 7 No Node Node 13 2- 14 3- 15 7 - 16 9 - 17 3- 18 9- I? 7 - 20 6 - 21 20 - 22 21 - 23 11 - 2 12 - 25 12 - 26 18 - 27 16 - 28 18 - 29 20 - 30 21 - 1 J �Io Node Node t 1_ 3 3 4 5 •5 6- 6 7- 7 10 - 8 11 - 9 12 - 10 14 - 11 15 - 12 16 - 13 2 - 6 1 3- 7 15 7 - 9 16 9 - 2 17 - 9 17 9 6 19 7- 12 20 6 - 20 21 20- 21 22 21 - 11 23 11 - 15 2 . 12 - 16 25 12 18 I:J :1 - 26 1N- 15 •7 16 - 18 28 18 - 11 29 20 - 17 30 21 - 19 I Releases 7 End Offsets Section x y x x y r Sec Sway • I 7 lenoth fin)--- -(in) fill 6 STRUT t I 2,67 7 STRUT 1 1 2.67 9 DIAG 1 2,84 2 DIAL 1 2,83 9 DIAG 1 2.83 6 DIA0 1 1 2.8 2 STRUT 1 1 2.66 0 KBRACE 1 0,33 1 KBRACE 2.00 1 MACE 1 0.33 5 STRUT 1 1 2,67 6 STRUT 1 1 2.67 8 D1A6 1 2,84 5 DIAG 1 1 2.83 0 DIA6 1 2,83 1 D1AG 1 2.84 9 KBRACE 1 4 ,12 9 KBRACE 1 4.12 Unbraced Lengths K Factors Bending Coefe lb-in Lb-out It In Out Cr Cl ffil (ftl Ift) 2 14.00 2,00 3 14.00 2.00 4 14,00 2.00 6 14,00 2.00 7 14.00 2.00 8 14.00 2.00 1 14,00 2.00 2 14.00 2.00 3 14,00 2.04 5 14.00 2.00 6 14,00 2,00 7 14.00 2,00 PLC Basic load Case Load Totals No, Description Nodal Point Dist. 1 SEISMIC 2 LIVE 3 SEISMIC 2 4 LIVE 2 5, RISA -2D (R1 Version 2,01 2 6 2 e 2 6 2 6 Pane : 2 6/22191 r i i 1 RISA -20 (81 'Version 2,01 Rubs I Associates P,C. 20245 West Twelve Mile Road Southfield, lichinan 48076 EAGLE HARDWARE RACK CHECK @8X21 WEAX AXIS BRACED EVERY FOUR BAYS I . Modal Loads, BLC 1 : SEISMIC Node Nuaber Global X Global Y • Mount (I) (K1 (X-fl) - - -- 12 0.693 0,000 0,000 7 0,693 0,000 0.000 4e,aber Point Loads.BLC l: SEISMIC M=-ob I 3 No Node Node Direction ilaanitude Location (K,X -ft,F1 HO a 5 - .S X 0,693 3,000 7 10 - 11 X 0,693 3,000 5 6 - 7 9 0,695 2.000 8 11 - 12 X 0,69: 2,000 6 7 - 8 X 0.653 1.000 9 12 - 13 X 0.693 3.000 Nodal Loads, BIC 2 : LIVE Page : Meatier Point Loads,BLC 2: LIVE • 6/22/91 Node Nutter Global X Global Y Moaent (XI (1(1 tK- ft1 - - -- 12 0.000 6 ,200 0,000 7 0,000 4.200 0,008 Meth I ko )ode Mode Direction Magnitude location IK,K -ft,F) (ft! 4 `5 - 6 '( 4 ,200 3.000 5 6 Y 4.200 2.000 6 7 - 8 1 6 ,200 3,000 7 10 - 11 v 6,200 3,000 3 11 - 12 Y 4,200 2,000 9 12 - 13 Y 4.200 3.000 Voda1 Loads, BLC 3 : SEISMIC 2 Rode Nuaber Global X Global Y Mcnenl (K) (XI (X- ft) - - -- 3 0,000 0,693 0.000 16 0.000 .0.693 0.000 Meatier Point loads,ILC 3: SEISMIC 2 Seab I 3 ':o Node Node Direction Magnitude Location (0.K -ft,FI (ft) 1 1 - 2 X 0.693 3,000 2 2 - 3 X 0.693 2.000 3 3 - 4 X 0.693 3,000 10 14 - 15 X 0,693 3.000 11 15 - 16 X 0,693 2,000 12 16 - 17 X 0,593 3,000 Nodal Loads. RLC 4 : LIVE 2 Node Nuttier Global X Global Y Moment (KI (K) IK- ftl - - -- 3 0,000 4.200 0,000 16 0.000 4,200 0.000 Rubs & Associates P.C. 20245 'lest Taelye Mile Road Southfield, Michiaan 48076 Meaber Point Loads,BLC 4: LIVE 2 6 7 0 10 RISA -20 10) Version 2.01 EAGLE HARDWARE RACK CHECK 118X21 'WEAK AXIS BRACED EVERY FOUR DAYS Pane 6/22/91 t'et:b 1 d No Node Node Direction Magnitude Location (K.t -ft.Ft lit) 1 l - 2 Y 4 .200 3,000 2 2 - 3 Y 4.200 2.000 3 3 - 4 Y 4,200 3.000 10 14 - 15 Y 4,200 3.000 11 15 - 16 Y 4 ,200 2.000 12 16 - 17 Y 4 ,200 3.000 LC Load Coabinalion X Y Basic Load Case Factors W N No, Doscriotian Gray Gray 1 2 3 4 5 S 9 1 SEISMIC 1 1 2 SEISMIC + LIVE 1 -1 3 SEISMIC ± LIVE 4BAY 1 -1 1 -1 a 5 ead Combination is 3 : SEISMIC + WIVE 4DAY Meatier End forces Nodes I -End •• -- J -End Na 1 1 Alial Shear Mount Alia.l Shear "nnent (K1 (K► (K-it) fk't 1 1- 2 8,81 4.50 -0.00 - 0,20 1.29 2 2- 3 11.91 -0.26 -1.25 -7.71 0.95 -2.08 3 3- 4 4,20 0.69 2.08 0.00 -0.00 0.00 4 5- 6 11.33 0,47 -0,00 -7,63 0,22 1.20 5 6- 7 15.90 -0.24 -1,20 -15.70 0.93 -2,03 6 7- 8 4.20 0,69 2,08 -0.00 -0,00 -0.00 7 0- 11 20.40 0.47 -0.00 -16.20 0.22 1.20 8 1- 12 12.55 -0,24 -1,20 -8.35 0,93 -2.08 S 2- 13 4,29 0,69 2.08 -1.00 0.00 0.00 10 a- 15 23.63 0.48 -0.00 -19.43 0.21 1,23 11 5- 16 19,43 -0,25 -1.23 -15.23 0.94 -2,08 12 6- 17 4,20 0.69 2.08 0.00 0.00 0.00 13 2- 6 3.83 0,00 0.00 -3.83 0.00 0.00 14 3- 7 1.65 0.00 0,00 -1,65 0.00 0,00 15 7 - 9 -8.28 -0.01 0.00 8.28 0.01 -0.02 16 9- 2 -8,28 0.01 0.02 8.28 -0.01 0.00 17 3- 9 -9.01 -0.00 0.01 0,01 0.00 -0.01 18 9- 6 -0.00 0.00 0.01 0.00 - 0,00 0.00 19 7- 12 0.06 0.00 0.00 -0.06 0.40 0.00 20 6- 20 3.82 -12,27 0.00 -3.82 12.27 -4.05 21 20- 21 -0.21 5,86 4 .05 0.21 -3.86 3,67 22 21- 11 -3.96 -11.12 -3,67 3.96 11.12 0.00 23 11- 15 0.03 0.00 0.00 -0,003 9,00 0.40 24 12- 16 2.36 0,00 0.00 -2,36 0.00 0.00 25 It- 1.3 0.05 -0.00 0.00 -0.05 0.00 -0,01 26 18- 15 -0,00 0,00 0.01 0.00 -0,00 0.00 27 16- 18 -8.52 -0.01 0.40 8.52 4.01 1.02 28 18- 11 -8.48 0.01 0,02 8.48 -0,01 0.00 29 20- 19 16.62 -0.00 0.00 -16,62 0.00 -0.00 30 21- 15' -15.45 0.00 0,00 15.45 -0,00 0.00 RISA-20 (RI Version 2.01 Roby 1 Associates P,C. 20245 Vest Twelve Mile Road ioatbfield, Mohican 48016 EAGLE PARDYARE RACK CHECK 08121 WEAK AXIS BRACED EVERY FOUR BAYS toad Coabination is 3 : SEISMIC +LIVE 4PAY Serino Reactions • Paoe : 5 6/22/91 Node Global X Global Y Mosent !K1 (111 (K -fil 1 - 0.49559 8.80645 0.00000 5 -0.47318 11,83445 0.00000 IO - 0,47422 20.40263 0,00000 14 - 0.48158 23.62903 0,00000 19 - 7.77743 1,14145 0.00000 Totals - 9.70200 65.81400 0,00000 Load Cotbination is 3 : SEISMIC + LIVE 4PAY AI3C Code Checks Hodes MeabEr Duarter Points !lo I d Ma.inun 0 1/4 1/2 3/4 L Shear 1 1- 2 0.2332 0.1062 0.1656 0.2250 0,2333 0,2101 0.0082 2 2- 3 0,3422 0,2982 0.2596 0.1287 0.1997 0,3422 0.0157 3 3- 4 0.2798 0.2948 0.2375 0.1752 0.1129 0.0000 0,0114 4 5- 6 0.2622 0,1427 0.1994 0,2561 0.2622 0.2358 0.0072 5 6- 7 0.4077 0.3685 0,3364 0,2162 0.2861 0.4097 0.0154 6 7 - 8 0,2998 0,2998 0.2375 0.1752 0.1129 0,0000 0.011 7 0- 1 0.3458 4.2460 0.2959 0.3458 0.3 0.3112 0.0078 6 1- 2 0,3499 0,2779 0.2463 0,1313 0,2100 0.3499 0.015 2- 3 0.2998 4,2998 0.2375 0,1752 0.1129 0.0000 0.011 10 4- 5 0,3868 0.2844 0,3358 0.3869 0,3861 0.3639 0,007 !1 5- 6 9.4037 0,3662 0.3332 0,11222 0.2794 0.4037 0.0155 12 6- 7 0.2998 0,2978 0.2375 0.1752 0.1129 0.0000 0.0114 13 2- 6 0.2695 0.2695 0,2695 0.2695 0.2695 0,2675 0.0000 1 3- 7 0.1161 0.1161 0.1161 0.1161 0.1161 0.11.61 0.0000 15 7- 9 0, 7275 0,7215 0.7275 0.1275 0.1275 0.7275 0.0016 16 9- 2 0,7275 0,7275 0.7275 0.7275 0.7275 0.7275 0,0016 17 3- 9 0,0009 0,0007 0.0009 0.0009 0.0009 0.0009 0.0009 16 9- 6 0.0000 0.0000 0.0000 0.0000 0,0000 0.0000 0.0007 i7 7 - 12 0.0045 0.0045 0.0045 0.0045 0,0045 0.0045 0.0000 20 6- 20 0,1244 0.1244 0,1244 0.1244 0.1244 0.1244 1.1358 i1 2)- 1 0.0069 0.006? 0.0069 0.0069 0.0069 0.0069 0,3574 ii 21- I 0.1273 0.1273 0.1273 0.1273 0.1273 0.1273 1.0301 23 1- 5 0.0023 0.0023 0.0023 0,0023 0.0023 0,0023 0.0000 24 2- 6 0,1660 0,1660 0.1660 0,1660 0,1.650 0.1660 0.0000 15 2- 3 0,0092 0.0092 0.0042 0.0092 0,0092 0,0092 0.0008 26 8- 5 0,0000 0.0000 0.0000 0.0000 0,0000 0.0000 0.0008 27 6- 3 0,7483 0,7 0,7483 0,7483 0,7483 0.7483 0.0016 2E 8- 1 0,7453 0.7453 0.7453 0,7453 0.7453 0,7453 0.0017 29 20- 9 0.7720 0.7720 0,7720 0,7720 0.7720 0.7720 0.0000 30 21- u 0.4766 0.4966 0.4966 0.4966 0,4966 0,4966 0.0000 3 i7 f 8• \„8 ) 6 20 fiT1 rW i 9 Er--- 1.51' El .l '34 9 6 L J� • r •, • 15 • 1 n A 4 ,7 Yeys -. F1 -> Full F2 -> Opts F5 -> Box F9 — ltb�Fix Fla -> Fix/ Uiew "D -> Drift Esc - >Re t urn Loads: Ld COMA? ::3 )(Gray Y1arav Unity Check Level 0. -.50 am .50 -.75 ER .75 -.90 >1.0 El No Cali: Sotution: La Comb 3 3 4- S- 6 A- S - v�� �d - - --- rXtSr' • il , .., A r CO! . e "'` b . L5 • t. Ems' 5.s• 0 17 L4 IA Cori :2 )(Gran YGrav _ Rev,s - F1 -> Full F2 -> Opts F5 -> Box F9 -> UnFix F10 -> Fix' View ''D -> Drift Esc - >Re t.ur i ■ tA)6 b e Ns(i w wv a *••ocun• P.C. • 1wuCt4wM IN•1NI(w• 1' 20245 W. TWELVE MILE RD. SOUTHFIELD. MICH. 48076 TELEPHONE 1313) 350.2400 DIE 6 -21 -1 13V DATE GVP Z�71 C HK {.i DATE TITLE 6 ?7oL.rmo Jowl T:Vrtc:'� BOLT' P", f\ 2C6.151 .4418 = 64.6(0 F 2bk�Lx ���,24 6g1.41(r2) ( 6.zs) s r V 5w4 2(cl) + �� , 67J ■6.4' 1.40G SE(SM /G PROJECT URrF ' 4'- �2 I<\k)w- c, ' a rN... W, J(4 d 8,2 4 b :. S " < 2,11n '��pntA�r;•C PROJECT NO. 31 0 SHEET NO. �I� F ' 6 46 a — 1-10 ACM Te e21(i d _ ¢ „ c 4 . ( /(4 .31 5 r- S. 4m co . W GLD ■u/r R A / {pC1A,t{ P.C. •TAUCTUPAI !M /IM[1N{ �.5 20245 W. TWELVE MILE RD. SOUTHFIELD. MICH. 40076 TELEPHONE (313) 350.2400 0.2.Z.- ell E3Y DATE C:HKIJ DATE PROJECT TITLE 4 SPI.M1 , 4 -o I.oir k-u :I 1,00 I b =, b� ./2#2 `Z#Z i,-O /2100. IL A V: -:. - O - '/ rr (11 1. (I 3,0416'› Ke.5I 6a)Puf'_ 5 l..,N eke_ - 2, I a .5215 4,,,,r , •�► AL ` Oe710Pl50(.T ' 8 , 4l l eo L,r A /bop:Tr_ B6.. 11-112e11.9 n)or xG�uor: LY/Ira F.) c .5,t.5 1. S '. 44 ks =P k-L. Teo 44 ,4 k / /0Lr i 4 .v( ►Z) I(� [ -r'', 6.6,-510P 446t -0 CCl = 21 7 - 2,(° / n In 2 541 2bA -�� - 21,16 Sv .. , 14 m I44 .( r- ,, (4,, 4,, Paz ► G d .-- PROJECT NO. 11'II0 SHEET NO. 214 as G14�UC v1 P)K2 I OP42IC Foe. Gr,, At... ‘,..044,1041 `.►EL.P AaM et It,b - 26 <4o,Z' 5,27" 20245 W. TWELVE MILE RO. SOUTHFIELD, MICH. 48078 TELEPHONE 13131350.240o ' D �- !0 E3Y OATS P •11. PUNY a A •ocuTIU w C. wvwuctuww& rNmNu[pI CHKl3 DATE 2 Cor�. fu ?. G 164,e5 fX / '/4ic kV°Al GNEck Foe )ei5 oRtpRo -, CAA SC 410041, V �'y d G u � ( - i*- + W:4-2 - 310C•25)(Zr: 1- ,g +, 375) `ZO 4(4A ✓ PROJECT TITLE F = \(..,b 02. 8,4 /5oLr =T C L_ T LL. �jIdEN : .4'► Q= /, Z," b : /, �5" d= 75" B b .675" a t =/,/,65 l a 1 4° 88 6' L\ l+ [ 9 o7 :.1929" ZF d, >1 z r'L= .gt1) (l '- c() - 9.2'4 6 A•". PROJECT NO. 1( -IIO SHEET NO. 121 STAMP ON LENGTH OF ANCHOR (INCHES) ANCHOR FROM UP TO BUT NOT INCLUDING 1 -1/2 2 2 2 -1/2 V 2 -1/2 3 3 3 -1/2 3 -1/2 4 F . 4 4-1/2 G 4-1/2 5 H 5 5 -1/2 I 5 -1/2 6 J 6 6-1/2 K 6 -1/2 7 L 7 7 -1/2 M 7 -1/2 8 N 8 8 -1/2 O . 8 -1/2 9 - P 9 9 -1/2 Q • 9 -1/2 10 R 10 11 S 11 12 T 12 13 M > X> -N 13 14 14 15 15 16 16 17 17 18 18 19 Lirri KWIK- BOLT LENGTH IDENTIFICATION SYSTEM C -26 STAMP ON ANCHOR A B C D E F G H I J K L U N O P Q R S T U V W X Y Z LENGTH OF ANCHOR (INCHES) FROM 1.1' /2 2 21/2 3 31/2 4 41/2 5 5' /a 6 61/2 7 71/2 8 81/2 9 9% 10 11 12 13 14 15 16 17 18 UP TO BUT NOT INCLUDING 2 2'/ 3 3% 4 4'/a 5 5 6 6% 7 7'!a 8 8'/a 9 9' /2 10 11 12 13 14 15 16 17 18 19 International Conference of Building Officials TECHNICAL REPORT Report No. 2156 Filing Category: FASTENERS — Concrete and Masonry Anchors KWIK -BOLT AND SUPER KWIK BOLT CONCRETE ANCHORS HILTI FASTENING SYSTEMS, INC. POST OFFICE BOX 45400 TULSA, OKLAHOMA 74147 1, Subject: Kwik -Bolt and Super Kwik -Bolt Concrete Anchors. II. Description: A. Kwlk•Bolt: Kwik -Bolt concrete anchors consist of a one -piece stud bolt with two independent steel wedges. Each Kwik -Bolt component is zinc plated and coated with a clear chromate treatment. The stud consists of a high-strength steel rod threaded at the upper end with standard coarse bolt threads and having a tapered mandrel machined on the lower end. The diameter of the tapered mandrel increases toward the base of the anchor to produce an expanding action on the steel wedges. The expansion mechanism consists of two independent steel wedges acting jointly with the tapered mandrel. Each wedge has a formed shoulder on the outer diameter which engages the wall of the hole and provides anchorage. B. Super Kwik -Bolt: Super Kwik -Bolts are identical to the Kwik- i3olts described above except that two conic tapers with two sets of wedges arc provided. C. IIKT Kwik -Bolt: The HKT is a' /+ -inch Kwik -Bolt with an cyc on top instead of a nut and washer and is available in only one size. The anchor is installed in a'/- inch•diamcter predrilled hole, I'/: inches deep, tapped into place with a claw hammer and set by engaging the claws of the hammer with the slot around the head and pulling upward as if removing a nail. Allowable tension loads in lightweight concrete are noted in Table No. I1. No allowable loads are assigned for shear or for use in stone aggrcgrate, standard - weight concrete. D. installation: The anchors, except for the HKT, are installed in a predrilled hole in the concrete, the same size as the nominal bolt diameter, by hammering the unit to a minimum of six threads below the fixture surface. A nut is then installed on the anchor top and tightened against a washer hearing on the concrete surface until the anchor is seated. The drilled holes arc required to exceed the length of embedment of the anchor by a sufficient amount to permit the overdriving of the units as described Kwik -Boat Length identification System April, 1984 above. Minimum embedment depths are as set forth in Table No. 1,11 or iII. Allowable withdrawal and shear values are tabulated for the various anchors in Thbles Nos, t and III for the Kwik -Bolt and Table No. 1i for the Super Kwik -Bolt. E. identification: The anchors arc identifiable in the field by means of their dimensional characteristics and packaging. A length identification code letter is stamped on the threaded end of the bolt (see identification system below). III. Evidence Submitted: Descriptive data, withdrawal and shear tests have been submitted. Findings IV, Findings: That the concrete anchors described in this report are an alternate method of anchorage to those specified In the 1982 Uni- form Building Code, subject to the following conditions: I. Allowable shear and pull -out values do not exceed those set forth in Table No. II. 2. Minimum spacing, edge and end distances conform to the requirements set forth in Table No. I, ii or III. 3. Allowable loads for anchors subjected to combined shear and tension forces shall be determined by the ratio of the actual shear to the allowable shear plus the ratio of the actual tension to the allowable tension not exceeding 1.00. 4. Anchors shall not he subjected to vibratory or shock loads such as supports for reciprocating engines or crane rails unless their adequacy Is determined by tests and approved by the local building official. 5. The allowable loads may not he Increased for duration of loads such as wind or seismic forces. 6. Expansion anchors shall be installed in holes predrilled with a Hiiti carbide - tipped drill bit, manufactured by Hilti, inc. This report is subject to re- examination In one year. iCBO technical reports are issued solely to provide information to Class A members of the' organization utilizing the code upon which the report is based. Technical reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The !CHO technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verb cation. There is no warranty by ICAO, expressed 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. Page 1 of 3 . ANCHOR MANLIER (Inches) MINIMUM ODIN Of CMRtOMLNl llaches) p, = 3000 Psi I'. = 4000 psi P. = 6000 psi Tension Sheer Maslen Sheet Tension Shen With SP. lisp! Without Sp. lase! With Sp. lisp.' Without Sp. Insp. With Sp. Insp. Without Sp. Insp. IIA 2 115 3811 30(1 180 050 435 220 050 !i 1 % 430 215 380 555 2811 050 725 305 050 14 2 580 200 380 7811 390 050 835 420 0511 !r 2'4s 045 325 380 835 r 420 050 835 420 050 "ail 1 4r 515 260 800 590 205. 1270 095 350 155(1 Y 2!s 705 355 800 970 485 1270 1110 555 1550 % 3 % 785 395 870 1150 575 1350 1310 055 ' 1550 % 4! 820 415 870 1200 000 1351) 1340 070 1550 ' 2!i 1050 525 1710 1380 090 2080 1000 845 2320 % 2% 1330 005 1710 1800 900 208(1 242.0 1210 2320 % 4% 1070 835 1710 2700 1400 2500 3590 1800 2800 'hr 0 2070 1040 1710 3070 1540 2500 3780 1890 2860 % 23 1240 020 2570 1650 825 289(1 1010 955 3350 9k 3'/a 1440 720 2570 2270 1140 2890 2300 1200 3350 4b 5'% 1740 870 .3070 3550 1780 3850 4900 2500 3860 46 7' 2070 1040 3070 4220 2110 3850 5200 2600 3800 3a 31/4 1870 935 3050 2530 127U 4270 2710 1300 4510 7'e • 3'e 5 2000 1350 3050 9110 2000 4270 .4300 2200 4510 7 3030 1820 1 3400 5230 2620 4010 5870 2090 5220 3 9 3080 1840 3400 5850 2030 4010 5900 2050 5220 1 4% 3220 1610 6280 4000 2000 6720 5060 2530 7960 1 0 4040 2020 6280 5860 2930 6720 5860 2930 7960 1 8 4180 2090 6280 5860 2930 7640 5860 2930 9070 1 10 4180 2090 6280 5860 2930 7640 5860 2930 9070 1'/ 5% 4300 2180 8440 4300 2870 8020 0180 3850 11200 11/4 0% 4530 2980 8440 4530 3380. 8020 7160 4500 11200 114 8'% 4580 2880 8440 4800 4310 8020 0100 5480 11200 11 10'% 4030 3(175 8440 5570 5000 8920 11100 5530 11200 • i i Page 2 of 3 1 TABLE NO. I —KWIK -BOLT ALLOWABLE SHEAR AND TENSION VALUES IN POUNDS' 3 Report No. 2156 'The tabulated shear and tensile values are for anchors installed in stone aggregate concrete having the designated ultimate compressive strength at the time of installation. 1 The tabulated values are for anchors installed a minimum of twelve diameters on center and a minimum edge distance of six diameters for 100 percent anchor efficiency. Spacing and edge distance may be reduced to six diameters spacing and three•dlameter edge distance, provided the values are reduced 50 percent, Linear interpolation may be used for intermediate spacings and edge margins. 'These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. •These tension values are applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. x_28 ANCHOR DIAMETER (Inches) MINIMUM DEPTH OF EMBEDMENT (Inches) /' = 2000 psi % = 4000 psi r = 6000 psi Tension Shear Tension Shear Tension Shear With Sp. Inap. Without Sp, Imp! With • Sp. Insp? Without Sp. Insp.' With Sp. 1nap. Without Sp. Insp.' r 21/4 — -- — 9(1(1 450 103() 12)1(1 640 1330 1/4 5 — — — 1561) 780 1030 .19(0) 950 1330 1/2 3 1760 880 2470 2450 123(1 26101 343(1 1720 2600 1 1 41/4 2210 1110 2470 3570 1790 2600 3670 1880 2600 '/ 5'14 2470 1240 2470 3570 1791) 261)(1 3670 1880 2600 1/2 61/4 2710 1360 247(1 372(1 186)1 26110 3670 1}i80 2600 .1/4 4 — -- -- 2761 13 )1(1 2940 38(11) 1900 3250 sA, 71/2 — — -- 4260 2131) 2940 5630 2810 3250 . 4% — — — 33411 167(1 427(1 4820 2410 4510 1/4 9 •— — — 5490 275)) 4650 7310 3660 5110 .1 61/2 5620 2810 4760 876(1 4380 6910 9120 .4670 7960 81/2 • 618/1 3530 4760 (0,0(X) 5000 6910 (1.5(H) 5750 7960 1 101/2 7000 4270 4760 10.000 5000 6910 14,000 7130 7960 11/4 84 6500 3550 92181 10,700 5350 9500 11,5(8) 5750 9660 11/4 10 7000 38111) 9200 13,500 6730 95(10 14,600 7440 9660 11/4 13 ' 880(1 4590 92(8) 16,300 813(1 95(11) 16,8(0) 8610 9660 ANCHOR DIAMETER (Inches) MINIMUM DEPTH OF EMBEDMENT (Inches) Tension Shear With Sp.lnsp. Without Sp. Insp.' HKT• 14'/4 11/4 220 1 I () — 1 !4 11/2 185 95 415 3/4 1% 270 135 955 1/4 21/4 535 265 1565 sib 214 80(1 400 2345 1/4 31/4 12(15 6(X) 3200 Page 3 of 3 TABLE NO. II —SUPER KWIK•BOLT ALLOWABLE SHEAR AND TENSION VALUES IN POUNDS 'The tabulated shear and tensile values are for anch ors installed In st ne aggregate concrete having the lesignuted anima c compressive sl ength at the time of installation, 2 The tabulated values arc for anchors installed a minimum of Twelve diameters on center and a minimum edge distance if six diameters for 1(1) percent anchor efficiency, Spacing and edge distance may be reduced to six-diameter spacing and three-diameter edge distance, provided the values are reduced 511 percent. Linear Interpolation may he used for iniemtediale spacings and edge margins. •'These tension values are only applicable when the anchors are Installed with special inspection as set forth In Section 306 of t code. 'These tension values are applicable when the anchors are installed without special inspection as set forth in Section 306 of the code, TABLE NO. III —HKT AND KWIK•BOLT ALLOWABLE TENSION AND SHEAR VALUES IN POUNDS IN LIGHTWEIGHT AGGREGATE CONCRETE 2 HAVING A MINIMUM fa = 3000 pal 'The tabulated shear and tensile values are for anchors installed in structural lightweight aggregate concrete having the designated ultimate compressive strength at 28 days. 2 The tabulated values are or anchors installed a minimum of 12 diameters on center and a minimum edge distance of six diameters for 100 percent anchor efficiency. Spacing and edge distance may he reduced to six diameter spacing and three-diameter edge distance, provided the values are reduced 50 percent. Linear interpolation n may he used liar intermediate spacings and edge margins. `These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 30(i of Inc code. 'These tension values are applicable when the anchors ore installed without special inspection as set both in Section 3116 tat the code, Report No. 2156 PROJECT: {' . PERMIT NO. (_t' (n SITE ADDRESS: • DATE CALLED: TYPE OF INSPECTION: DATE WANTED: °;m' SPECIAL INSTRUCTIONS: -- REQUESTER: REQUESTER: PHONE NO.: INSPECTION RESULTSICOMME INSPECTOR: _ I DATE: 7 Zs 9/ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTI61,1 RECORD ✓ 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ' ,� �fw�� / //I _ / ' PERMIT NO. lar ., SITE ADDRESS: / ' 7 I Mil DATE CALLED: , TYPE OF INSPECTION: Ce__ (1_ DATE WANTED: -- • " ` SP�NSTRUCTION': F '_s ��' �:��� , REQUESTER: OD • I , A ,/ //l O.,& 31 PM ' ita PH•NE NO.: _ 1= INSPECTION - ESULTS /COMMENTS: 14043 564 .ar 4Z A (), &._, 1-6 GaJac). CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 43 670 .. , INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 10' X i ; ad i , a SITE ADDRESS: IP b / Armire PERMIT NO. DATE CALLED: - 7 - - q q TYPE OF INSPECTION: gler -- ino km DATE WANTED: 7 —(1).---/ 8.M REQUESTER: SPECIAL INSTRUCTIONS: PHONE NO.: NO.: — 0e43 —seiv INSPECTION RESULTS/COMMENTS: aikA AA-a-3 ) ._rx- 6 pt.,,,,,h p 1 • INSPECTOR: A DATE: 7- / 0- ci / • „ . CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ' ' i, �„ I i 1 . i i t �-� PERMIT NO. DATE CALLED: 0(00- r G. ' Z- $' - c SITE ADDRESS: ! , ' TYPE OF INSPECTION: : u, I DATE WANTED: '7 - / _ 9 / 1. -SPECIAL INSTRUCTI • NS: ,i_Miriffiri ABTA REQUESTER: woo- , ,.WU f , " r/ 1 WWI PHONE NO.: 'INSPECTION RESUL S /COMMENTS: 6 2 -1 -1 -trv-k . 4- u � dl : - /3--, INSPECTOR: DATE: . 7 - (-- ' ) CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: < R-- , i(7h idem e_._.. . PERMIT NO. lip 6 ,2 0 SITE ADDRESS: # • I.4- DATE CALLED: , Z -- ( TYPE OF INSPECTION: C_t. 1 •_ , —. DATE WANTED: — ± o; REQUESTER: ievyzS -SPECIAL INSTRUCTIONS: /?- cl.e0. i 40,4 Ala Gt. I U : r - , „ ( Met -PE, PHONE NO,: 2 liL� ”- 5 4/ 7 D INSPECTION RESULTS /COMMENTS: ,,l/)J f i i.A ar (),,,►,.. S '' "/ O 7 tcry) DATE: 6 2 E( INSPECTOR: --7 -- .. CITY OF WKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: F 0 tei444 L4 ! PERMIT NO. DATE CALLED: ---- , , / , SITE ADDRESS: i / I , - dr / w• TYPE. OF INSPECTION: DATE WANTED: c, -'Q —1 1 . SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: INSPECTION RESULTS/COMMENTS: rep k• L. 3 1 t 13 3 ' a / _ .,•___. ,4 9 e / P ew/ 7:: / INSPECTOR: DATE: , CITY OF 711KWILol Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: , 1 j � lit PERMIT NO. [P (P 21 SITE ADDRESS: 6 ;i I. ,M11u f C - ... ' DATE CALLED: -- TYPE OF INSPECTION: A L- 47 DATE WANTED: p -' I --1 REQUESTER: � GVD PHONE NO.: 2L — Gib I 55 0 J 'PA/ 1 S 2ECIAL INSTRUCTIONS: F1 V ..1 1'J' w tot.. 1/ ( 1 c5 ' INSPECTION RESULTS /COMMENTS: ep , C f� ,,, ,, u4e'f� ! / 4/ - `' 6 � ,. ,, // S /r, .r? e;.! ,� 9 c. „6 . , e.,. 'S .' d -r�' - 3 C L ' 1 ' 4K 7 0, '7--/.2. -' � S f!- 3 V L� / , / / - I - - II 9 DATE: /„ — '/ INSPECTOR: ,,et., ,p - 7 4,y1- CITY OF 7 UKWILA Dept. of Community Development - Building Division Phone: (206) 431.3670 ( '14k INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwlla Washington 98188 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name ,p / • ( Address , Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: 5 Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature Date Gary L. VanDusen, Mayor Control No. Permit No. , FINALAPP.FRM T.F.D. Form F.P. 85 SIGNATURE IS VALID ONLY ON PRINT, A SIGNED COPY IS NOT TO BE 1-I &Air (4,14v S S 772 60x mo ( a '40 L,9 C< G. U, A^ �' l 9 ✓d v J" AIN COY 44 r36--j S /Af 141 -a d-- G mAc' 2 /0419.,x1 LYa ,9 , J I) Govvt, to5 L) { c. 4 4- ' .A 4 e r L2 1, •9 -C-Y ,' /3 702,/v 6.l e # GIJo -2.. C cTe ltr 6.6, C41- cG)c — 1 w &?Lso 1- 11 t) ... /2 V 4- 4 -ff te 0C 4,1I) i. II.h Gr /r t/ Lem_ I'°+Zv, /t. //pot x ► '39 .r ��� a v`rsr1 I .CITY OF TUKWILA APPROVED JUN 20 1991' AS NOTED BUILDING DIVISION ce+;44 > 4'k. sf:u vv/34 -1. e. ( . 1- . .0* ; ( &.. = 0,13 t r-►. (?\ttk15) I �, , y tonsk 4 Off. /40�; 2.) erezuvc a t c lf. ..� . . P2 8.33 '' 0 -1 a c)(4 ) () 33''2 212,4 I - 41 C =-) SP/n rat 0 u 1- /i4 ' 6 V k- k.,t Ur (bo46) v es li)C 14 - 4 gwNIT JOB EUGENE 0. BIRNBAUM & ASSOCIATES ConruMnp S►ruaural fnpin..r► 'UN, ' OESIGNF � ►IA 1E SIGNATURE 19 VALID ONLY ON PRINT. A SIGNED COPY 19 NOT TO 9E REPRODUCED. 9N Ct ,P4 O.--. -- JO• No. L." EUGENE D. E3I,RNBAUM & ASgOCIATES Contains; Structure( Engineer, UNIT DFSICINEIt 04 DATE 17 ^11 . SIGNATURE. IS VALID ONLY ON PRINT, A SIGNED COPY PS NOT TO 8E. a C e.m) lrs $y Atir , R E M A R KS L esMI 011.10MP. ,V="1 oftlik • it lerV4)1 t If REFERENCE JC.B. NUMBER 1970.1- JUN I rj REVIEWED LW APPROVED EUGENE D. BIRNEAUM & ASSOC4 CONSULTING STRUCTURAL ENGINEERS ( e fre4.e) AA A' .:!,.<4.tt.e>4,.4 I A / / 6E* ?WI ; r e'sxren sem 40/Acr uo rest 47 •4074140 . o THIS IS A 1 ,3 1 ► ` DRAWING o MEI isse non noun • PART KtJM N : HMBS -2 F1i E NUMBER : 9947 -44 DESCRIPTION : hYPER SX1 act SHOE ATTACHMEhJ CLIP - 2 PACK LIFG. L.C'C.: 19 VI w93NENT'Pfh DESCRIPTION O.P.A M.-I17 ATTACHMENT CLIP 2 , FA o 725O -330 HARDWARE Pa 1 , • ... I �, / 1 4 -........ ) , / / 00 f^.REFERE I 1 7 . 'el JUN 1L REVIEWED ;'It I EUGENE D. 8IRNB - A CONSULTING S S ENGIN I ' DRAWN u:. &A"= . :NUKED E : i ORE : : ARM) SY : DATE : DJ 4/25, 1 kE111c.ill • a ' r•!, ?VEER : IX.SCRIPTiO> r)F Fk'ui1.114 . $Y :DATE : Is .; ADDED I-MOORE ;AT 4/23/1 1 r is.: ADDED HMI; H O L Z 1 R'AI t /25/91 t 1 :11 IiIJ1 HR . 1147-;4 E V. . PPROVED. h & ASSOC UCT.URAu 0 U. B RMBAI 1 'ULTING STRUCTURAL ENGINEERS 14. EUGENE D. .8IRNBAUM & AS �, 5k / Consulting Strut►vrol.fngin.0 + .. 1 . t "��` •� JO* NO joR Tt) CJ " ) ' UNIT r1ESIONEH 1 nA %S010NATUR0'1Si YAl 1D ONLY ON.PPEINT, A SIGNED : COPY. 19. NOY TO BE Bliaivatwm .fwd St, x c.era r" 364. 3 /4/4 iGj9 4 7` � s,� 3 Pin csoisr^ ecroaa (arm) Unzib6'r ( /'? 3 "X Pi 9c/) 02 130/4M5 IF'' 574 p I°i/y c4Awv C or) ) LL I ee fr 3 36 )3 / •As 4) i.1.sitAV . 1 3/4 /954>e, AV %$'r 3 64 36r3 RECEIVED CITY OF TIJKWILA :MAY,2 PERMIT CENTER H I& GAR t ._17Q KNeq t 1.4, A � \AJA LocATtoly • � 13eAM 04EP SX -I , 18115 Well VaJNy Highway Sufi *107 'ton t, WA 000 nom 1064181 "$171 Fax 1014$1410 RACK # 19 19A 198 27 28 29 30 31 31A 32 33 40 41 42 43 44 44A 45 46 I3� 55A 68 1.1 71 71A 718 34 A 30A * 368 BEAM SIZE 4" X 93" 4" X 93° 4" X 93' 4" X 100" 4" X 100" 4' X 100" 8" X 100' TOP ONLY 4" X 100" 4" X 100" 4" X 100" 6" X 100" TOP ONLY 4' X 100" 4" X 100" 4' X 100' 6" X 100" TOP ONLY 4" X 100" 6" X 100" TOP ONLY 4" X 93` 4" X 93" 4" X 93" 4" X A3" 4" X 93" 4" X 93" 4" X 93" 4" X 93" 4 "X100" 4" X 93" 6" X 93" 4' X 100" 8" X 100" a" X too" 6" X 100" VERTICAL HEIGHT FROM FLOOR IN INCHES 24 ", 48", 72', 78" 30 62 ", 98" 24', 48 °, 72 ", 108 ", 144" 24 ', 48', 72', 08', 120 ", 144" 24 ", 48 ", 72', 90', 120', 144' 38 72 ", 108', 144" 48 ", 98 ", 144", 192" 48', 98 ", 144' 48', 96', 144 ", 192" 4 ", 98 ", 192" 4 ", 98', 192" 36', 72 ", 108 ", 144" 24 ", 48', 72 ", 96 ", 120 ", 144' 48 ", 96 144" 48 ", 98 ", 144" 48 ", 98 ", 144" 4W, AA ", 144" 48 ", 96 ", 144" 48 ", 96 ", 144' 48', 96 ", 144" 48 ", 98', 144" 24 ", 48 ", 72', 108 ", 144" 24", 48", 72", 96 ", 144' 24 ", 48" 72', 96'► 120", 144" 24 ", 48", 72", 98', 120 ", 144" 48 ", 96', 144" 192" 48 ", 9b ", 144' 192" 48", 96', 144" 192" 506 19769 SHEzr 'k -a . EUGENE( ). BIRNBAUM '•& ASS C.IATES t ConiuIt np Structural Engin...i, �i.+a JOB J'I+i�l« 7 ..er . I f i< d I N:' r v . Sir sY Y�. L. 2..•1 C,.✓ (A'6 teviJ,i4'11 miov,577 A • A T E 2 / -q1 /91' G ie • 5) (L)))C) w h 5 (3)(3(5)1"2-• 5`, 3 G.. 2,2.1u( - w. 13 vr '5 57/1, I 7 x' 2c: j l P4 . . 001 n)4 /‘,Xi ✓Xt 5, G. L ' `G% v b 5/ • .7 :) 1,• ED COPY 18 NOT TO 8E REPRODUCED. y �.�.2La -S /<G C.^Lc f awes 5 5 ex- c 114- -J LA, a•4te c lojs 4.6Ar 6e6;%aXti ) 4. s 3 °` `tova• 'tit" ye-6(44 44- r: s`'7 ro ' )" 61vo C-Li Stom. rbetilt 5AserN eti 4/4 14 elayKA2774") l ro 4, ($0..44,1 - SI 8attt NO. JOB NO 117 5.11 RECEIVED CITY OF TUKWILA MAY 2.0.991 PERMIT CENTER iota X0 •.c. j , y,= 013. tz•1")0 ) )3.3 7 7 1 - 4 4 5 a .-6 Val / 0 5 7 5 ) 2 > E EUGEN ( D. BIRNBA.UM & AEC DCIATES Consulting Structural Engineers 9 DATE / / ' I UN I 1 DESIGNE r SIGNATURE IS. VALID ONLY ON PRINT. A SIGNED COPY IS NOT TO BE REPRODUCED. gr•sal*r /)c76(2--14 f".) Aa- ► 1 --- 1‘61 . . /3 r 5 c% v� mto 11� Alf 'JC ( Z-e„ c / 6, 3 a 3 t r < 0-540 (. %) - 40)(1,3) . 'i (4,„1 j o o3 e c 4%. 4 / 7ti' 0 4- 'l r lsotWT No 7- Jo. Hd 1774? 7� / / i/, , Gnu `~ VG1 ..S P 4 2 : 4 , 1 C 4 0 l."h .'' ^1W 0, 25 ✓,h,,v- 42 d 5 - 4 ; It .JOB UNI t 6L.6 6o EUGEN•I( D. BIRNBAU..M & ASx JCIATES Consulting Slruetwol Engineers SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOT TO BE REPRODUCED. /0 5,/ I � •�IJ ./ / DE ,IGNE R 6/.24, /7 ,' 3 1./71--) u t, I-010 ,1.7 , . c, D J"l6sti "' I o -/L e- v , G Ctc e3(71-1 S 5 " 1 t S) (s) L r ' ) Cal (;) (a.6)L- ) 2? 4..047 Y' Y" 5r r G 616 (''t°) �"" ) 55/1,/ 7 't 7 4 . 2/0 L :$) P =)(6.V". ,2q,Si � /43 7 /33 OtH- ,I-i (0 ,�z)& ) --a )a3 /4) SHOOT NO Jtlt.NO 7 /6 Y 23. U 12_611 IrL. 2.4) t ) -3 c ' . EL G E'N J0i3 64146Z-- UNl i DESIGNS R BIRNBAUM & AE( ClC1ATES scaler, No 41 Jos No { 76 Consulting Structural Eng.nn.r► 4- DATE "i(P4 91UNATURE 19 VALID ONLY ON PRINT. A SIGNED COPY 19 NOT TO 9E REPRODUCED: WZ AGLE HARDWARE & GARDE .-T_u K W. _ t 12.L. A NAM Ulf 10 W..I VsONy Highway NO H407 King WA MU Maw I00451-8171 Fa 104+4/14400 L ca c AT t ®/y o fi BEAM ).E V (L S GIRO le61 t see -I, RACK # BEAM SIZE 19 19A 198 27 28 29 30 31 31A 32 33 40 41 42 43 44 44A 45 46 55A 68 as 71 71A 718 34 A 36A 4 388 4' X 93" 4 "X93' 4' X 93' 4" X 100" 4 "X100' 4" X 100' 8" X100" TOP ONLY 4" X 100" 4" X 100" 4" X 100" 6" X 100' TOP ONLY 4" X 100" 4" X 100" 4" X 100' 6" X 100" TOP ONLY 4" X 100" 6" X 100° TOP ONLY 4" X 93" 4" X 93" 4 "X93" 4" X 93" 4 "X03" 4 "X93' 4 "X93' 4" X 93" 4" 11 100' 11 I YY 4" X 93" 6" X 93" 4' X 100" 8" X 100" 6" X 100" 8" X 100" VERTICAL HEIGHT FROM FLOOR IN INCHES 24 ", 49 ", 72 ", 70" 30', 62', 96" 24', 48', 72', 108', 144" 24", 48', 72', 90', 120', 144' 24', 48 ", 72', 98', 120', 144' 38 °, 72 ", 100 °, 144" 48 ", 98 ", 144', 192" 48', 98', 144' 48 ", 96', 144', 192' 4 ", 98 ", 192" 4 ", 98', 192" t' 36', 72 ", 108 ", 144" ti 24 ", 48 ", 72 96 ", 120 ", 48 ", 96 ", 144" 48 ", 96 ", 144" 48 ", or, 144" 4A ", AA ", 144" 48', 98 ", 144" 48 ", 98', 144' 48', 96 ", 144' 48 ", 08', 144" 24', 48', 72", 108 ", 144" 5o)3 1976 9 SHEzr Sk- . 144" 24 ", 48 ", 72 ", 96', 144" 24 ", 48 ", 72', 96', 120', 144' 24 ", 48 ", 72 ", 96 ", 120 ", 144' 48', 98 ", 144' 192" 48', 08 ", 144' 192" 48 ", 96 ", 144" 192" REFERENCE JOB NUMBER I97 9 JUN I '91 REVIEWED AND APPROVED, EUGENE D. BIRNBAUM & ASSOC* CONSULTING STRUCTURAL," ENGINEERS R44/144 (100" BEALiS)(8" SPACER) NIERS LI VE PLANTS 1, 636 SF R32/180 (4 , SPACER) • CITY OF TUKWILA OUTSIDE AIEM 0 V E1 D JUL 24 19 AS NOTED BUILDING DIVISION R44/144 (100 8E44)(8" SPACER) ( - - 1 GYPSUM 179 L F - • ( 6 1 * • -88- ' 4 11-/2 842/144 (8. 646 LADDERS, TRASH: (5 FURNI' TURE 192 LF R32/144 (8' e)ar5'��� TETON GREENHOUSES GAL \'. STEEL COLUMNS 1 2" SQUARE GALVANIZED STEEL TUBE FRAMEWORK ELECTION DETAILS PERMIT CENTER (50)) 457 -9199 rr4CLD04. COLORADO id ED 1 IS CD 0 El 0 ❑ 4 ❑ ❑ co is '❑ ❑ ❑ o o • En o O ❑ ® 0 ❑ ❑ ❑ la in ❑ ® ❑ 1 11 ilk 19 CONSTRUCTIOI'I BOOKLET DETAIL SHEET /ND /,s TETON MODEL GREENHOUSES TITLE SHEET DETAIL INDEX PARTS IDENTIFICATION 0 RI II HARDWARE IDENTIFICATION (3 SHEETS) LAYOUT BOOKLET (6 SHEETS) CONSTRUCTION SEQUENCE (3 S-E TS) TRUSS INSTAL PURLIN INSTALLATION RIDGE' PURLJN ATTACHMENT ❑ RIDGE ATTACHMENT ❑ PURLIN CAP INSTALLATION GUTTER INSTAL GUTTER DOWNSPOUT INSTALLATION INTERMEDIATE BOW INSTALLATION NEXUS LOCK INSTALLATION GABLE LOCK INSTALLATION SIDEWALL GUTTER EXTRUSION ❑ KNEE BRACE INSTALLATION ❑ GABLE POST d: FRAMING INSTALLATION WALL MEMBER FRAMING INSTALLATION SWAY ROD INSTALLATION —PEAK SWAY ROD INSTALLATION —ROOF SWAY ROD INSTALLATION— SIDEWALL WIND BRACE INSTALLATION—POLY ROOF WIND BRACE INSTALLA770N—RIGID ROOF ❑ CORNER FLASHING INSTALLATION ❑ GABLE WALK DOOR FRAMING ❑ Q SIDEWALL WALK DOOR FRAMING ❑ GABLE SLIDING DOOR FRAMING ❑ GABLE SLIDING DOOR — SECTION ❑ ig SIDEWALL SLIDING DOOR FRAMING ❑ SIDEWALL SLIDING DOOR—SECTION ❑ SLID ING DOOR COVERING ❑ OVERHEAD DOOR FRAMING — GABLE ❑ MI OVERHEAD DOOR FRAMING — SIDEWALL ❑ ❑ FAN INSTALLATION CHART ❑ ❑ EXHAUST FAN —SLANT WALL ❑ ❑ EXHAUST FAN — STRAIGHT WALL ❑ ❑ DETAIL INDEX 0 • El O 1E2 0 ;Sf 47 Cl El 0 J1 0 E tul ❑ Ea ❑ ❑ 0 =i1 C3: r NOTES TO BUILDER 1. THIS INDEX SHEET IS INTENDED TO H/GHUGHT THE DETAILS NECESSARY FOR THE CONSTRUCTION OF EACH PAR77CUt4R HOUSE. 2. THE CONSTRUCTION BOOKLET MULL INCLUDE ONLY THOSE DETAILS CHECKED IN EACH COLUMN. 3. 771E PARTS UST IS CONSTRUCTED IN SUCH A WAY THAT 771E STRUCTURE IS BROKEN DOWN INTO DIFFERENT SECTIONS UNDER HEADINGS SUCH AS: TRUSSES, SIDEWALL FRAMING, ETC. 771E PARTS MCAT ARE USED TO BUILD THOSE SECTIONS ARE LISTED UNDER 771E7R RESPECTIVE HEADING'S. THIS IS ALSO DONE SO PARTS IN THE FIELD THAT CANT BE IDENT— IFIED CAN BE FOUND ON 771E PARTS UST AND 1DEN77F7ED. 4. WHEN CALLING NEXUS FOR CONSTRUCTION ASSISTANCE. THE JOB NUMBER AND NAME SPECIFIED ON THE PARTS UST OR BLUEPRINTS WILL BE NEEDED. S. IT WILL BE HELPFUL TO HAVE A COPY OF BOTH THE PARTLIST AND CONSTRUCTION BOOKLET ON HAND WHEN CALUNG NEXUS FOR CONSTRUCTION ASSISTANCE IF POSSIBLE. FAN JET /NSTALL4770N — 1 FAN JET INSTALLATION — 2 FAN JET INSTALLATION — 3 UNIT HEATER INSTALLAT7ON — BLOWER TYPE UNIT HEATER INSTALLA770N — PROPELLER TYPE INLET SHUTTER INSTALLA770N KOOL —CEL INSTALLATION BOOKLET (12 SHEETS) K00L —CEL STRINGER INSTALLATION KOOL —CEL DISTRIBUTION SYS?EAI VENT PARTS /DEN77F7CAT70N VENT INSTALLATION — 1 VENT INSTALLATION — 2 VENT SECTION & CORNET? SECTION THRU VENT SUPPORT MISC. VENT ATTACHMENTS SPLIT VENT KIT INSTALLATION VC -100 SIDE & GABLE INSTALL VC -100 ROOF /NSTALLA77ON VC -2000 SIDE d: GABLE INSTALL. VC -2000 ROOF INSTALLATION GEAR BOX de HAND WHEEL ROOF COVER — TETON f7BERGLASB/ METAL DECK POLY ROOF INSTALLA770N POLYCARBONATE ROOF COVERING INSTALL SIDEWALL COVERING — FIBERGLASS SIDEWALL COVERING — POLY GABLE COVERING — FIBERGLASS GABLE FLASHING INSTALLATION GABLE FLASHING LAYOUT 18'0" et 22'O" GABLE FLASHING LAYOUT 29'0" 36'9" de 41'6" INFLA770N FAN INSTALLATION INFLATION FAN WITH OUTSIDE NR INTAKE NEXUS GREENHOUSE CORPORATION 10983 LEROY DR. NORTNCLENN, COLORADO 80233 (303) 457 -9199 0 -1/2' 3' 2' 2' 2 HOLE ATTMT. LUG B -20 WIND BRACE BRACKET t - 2' 2 -1/4' 0 -1/2' GUTTER SADDLE TERNAL WALL CONNECTOR 3 HOLE ATTMT. LUG • C -4 GUTTER EXTRUSION o C -23 CLIP I N _ ALUMINUM CHANNEL 2' DOOR ROLLERS B -13 KNEE BRACE BRACKET B -13a KNEE BRACE - BRACKET SIDEWALL W/ VENT B -13b KNEE BRACE BRACKET SIDEWALL WI POLY NEXUS LOCK RIDGE CAP 3' SWAY ROD BRACKET (ROOF) SWAY ROD BRACKET (SIDE & RIDGE) SYMBOLS \' DIRT /FILL ,DIMENSIONAL . :S.TEEL /ALUM ATTMT LUMBER • CONC- CONCRETE GLASS . INSULATION' = . .C /C IN SECTION . CORR CONCRETE LUMBER- . - - FINISH --FG IN PLAN . SECTION - WOOD HD O.C. rrrIMI rmr■ GRAVEL. . CONCRETE _ FOAM . PCSS • BLOCK • CLOSURE • RDL S. 1■ SC* SD• POLYCARBONATE/ • FIBERGLASS/ FINISHGRADE' : -ST- EXOLITE . • • CORR. METAL - CS So Ell • • WG. • GALV - • HORZ CARR_ TYP. ALUMINUM ATTACHMEMT AT • CONCRETE ' CENTER _TO CENTER CENTERLINE CORRUGATED FIBERGLASS - HEAD ON CENTER POLYCARBONATE STRUCTURE SHEETING ROUND SELF DRILL SELF TAPPING STAINLESS STEEL SQUARE •TOP OF . COLUMN . _WEATHER GUARD . GALVANIZED HORIZONTAL ' i;ARRIAGE TYPICAL NEXUS CORPORATION KIX WAS1111. EpD HARDWARE IDENTIFICATION N OR ROUND WAD SHAPE x110 ocvT CAR R unt »oLT FCC #14 SELF DRILL SCREWS '(S.D.) WASHtRHLA.D tN UI KIT 41.4C.XW WITH WEATHER GUARD (W.G.) WITH ALUMINUM FOR COVERINGS & EXTERIOR EXPOSURES u,p,NuT HARDWARE ATTACHMENT v 14 SELF DRILL WASHERLESS HEX HEAD ItC( WASH Pi MAD NEXUS GREENHOUSE CORPORATION 10903 LEROY DR. NORTNGLENH, COLORADO 6043) (303) 457 -9199 BOLT, RD. HD, 1/C x 3/4" F , r • ~ • 0 • • BOLT, RD. HD, 1/4 x 2 1/2" 'BOLT, HEX HD, 5/16 x 2" BOLT, CARR. ' 5/16 x 2 1/2" BOLT, CARR. 3/8 x 314" • • BOLT, F.D. HD, 3/8 x 1" • ' BOLT, HEX HD 3/8 x 2 3/4" • 0 i • ' BOLT, CARR. 3/Fix 2 3/4" • BOLT, CARR. 3/8 x 3" • BOLT,.CJARR. 3/e x 4" . • O • BOLT, CARR. • 3/8 x 5" _ • • 'g • • BOLT, CARR. 3/8 x 6" O • 1 'BOLT, HEX HD. 1/2 x 3 1/2" BOLT, HEX HD. 1/2 x 4 1/2" 5 b 11rrS, HEX, 1/4" • • • • • NV S, HEX, 5/16/" rrrS, HEX, 3/B" 0 • • 0 • 0 • • 0 • • • NUTS, HEX, 1/2" 0 NUTS, HEX, 1/4" SHUAI:EPROOF . WASHER, NEOPRENE 1/4" • WASHER, NEOPRENE 3/8" • _ SCREWS, LAC 1/4 x 1 1/2" •- SCP.WS, 18 x 1/2" SD SCRE4S, WC 114 x 1" SD - • • • , SCREWS, WC /14 x 2" SD • • SCREWS, WC 114 x 3/4" ST 0 SCREWS, WC 114 x 1 1/2" SD • SCREWS, 114 x 1" SD • • • • • 0 • _ 0 0 • NUTS, LAP ALUHINIM • • 1/2" WASHER . BOvf''D WAcHFR_ '" PTA. 0 HARDWARE MOLE C�T��N 0 6 0 * 4a r�� �01VC �ti� G N a O OAS NEEDED TOOLS NEEDED TO CONSTRUCT A NEXUS GREENHOUSE: 'GREENHOUSE CONSTRUCTION - 1. SCREW GUN (S) 2. WRENCHES: 1/4 ",3/8 ", 5/16 ", 1/2" 3. HAMMER 4. RUBBER MALLET 5. TAPE MEASURE 6. CRESENT WRENCH: 6" 6 8" 7. SOCKETS & RACHET: 1/4 ", 5/16 ", 3/8 ", 1/2" 8. CHALK LINE 9. LEVEL 10. CIRCULAR SAW (W /METAL CUTTING BLADE) 11. POWER MITER SAW (OPTIONAL) SITE PREPARATION AND COLUMN LAYOUT - 1. TRANSIT (THIS TOOL IS IMPORTANT TO ASSURE ALL LINES ARE PERFECTLY SQUARE AND TO PLACE FALL IN WORKING LINES. NEXUS RECOMMENDS ONLY EXPERIENCED OPERATORS USE IT.). 2. SHOVEL 3. POST HOLE DIGGER 4. LEVEL 5. 100' TA ?E MEASURE 6. H *DtER 7. NAILS (l0d.) 8. MASONS LINES (250' MINIMUM) 9. CIRCULAR SAW 10. 2" x 4" 8' PER INTERMEDIATE BATTER BOARD 12' PER CORNER B.BOARD 11. 1" x 4" 4' PER INTERMEDIATE BATTER BOARD 8' PER CORNER B.BOARD 12 :. LEVEL NEXUS GREENHOUSE CORPORATION '109E3 LEROY DR. NORTHCLENN. COLORADO 80233 (303) 457-9199 l SETTING COLUMNS (See Detail) 1. Layout columns to the inside of the building, one column per caisson hole. 2. Measuring from the top of the column, (drilled end), make a mark equal to column height (out of ground) minus the batter board height (i.e., 8'0" out of ground column height - 2'0" batterboard height = 6'0 "). Mark the column 6'0" from the top. Make sure your line is on one of the column sides that is not drilled. 3. Mark all columns. 4. Pour concrete (2 -3 slump, 5 sack 3/4 rock) to within 6" of top of hole. 5.. Lower column into concrete about halfway between bottom of column and • your mark, level and check for position in relation to mason line. Reset if necessary. 6. Lower column so that mark on column is even with mason line. Center column on mark located on mason line. Keep column 1/16" - 1/8" away from mason line to eliminate distorting line. Level column. (NOTE: Position of holes in column should face each other running the length of the house.) 7. Repeat procedure for remaining columns. 8. Periodically return to set columns and check to make sure columns are level and plumb. TRUSS /COLUMN ATTACHMENT: 1. Mile concrete caissons cure (allow 24 hours) lay trusses.out on ground. Be sure all red painted ends of the trusses are on the same side of.the house. Insert column cap stub into truss ear, next seat gutter saddle on the column cap and bolt together with a 1/2" x 3 1/2" hex head bolt (HAND TIGHTEN ONLY) Perform the same operation on opposite side of truss. 2. With lifting equipment, (i.e., forklift or the like), secure first gable truss (gable trusses have offset) to columns with 1/2" x 3 1/2 "hex head bolt. After truss is placed correctly, secure to ground with ropes (See Detail). It is re- commended to start at the least accessible gable and work toward the opposite end of the house. 3. Place second truss (line truss) on columns in the same manner as above and then attach at least two roof purlins to trusses to help secure structure. Keep ropes intact. (Be sure to start with a roof starter purlin (red end) and proceed to line purlins (no paint ) and end with a finish purlin (white end)). Purlins for poly covered houses should be installed under truss top chord, for fiberglass and other rigid covered houses purlins should be installed on top of truss top chord. Use a 3/8" x 5" carriage bolt to attach purlins to truss chord. Hand tighten only. 4. Continue process until all trusses have been set and are held in place by sup- port purlins. 5. Now return and attach all purlins to trusses. HAND tighten bolts only. 6. Level both gable trusses and secure to ground with ropes. .This process will "square up" the building. Now tighten all purlin bolts with wrench or ratchet. NEXUS GREENHOUSE CORPORATION 10983 LEROY DR. NORTHGLENN, COLORADO 80233 (303) 457 -9199 AVERAGE DISTANCE BELOW MARK IS 27; t '`ING 1" FOR COMPACTION TO MAKE A FILL 8" k,ir4L OF 28': MEASURE THIS AMOUNT BELOW MARK TO GET OUT OR FILL. 16 " CUT 10" TEMPORARY STAKES OR NAILS AT F "4 POST HOLE, 10 or 12 FT. SPACING 10'or 12' REFERENCE STAKE 1 CUT 16" iF MARK ROD Mark lint %like 12" above high pint of grade. Mark all II other stakes at same elem. lion. II mark �� I mark 12 12" CONTINUE LINE FOR MULTIPLE HOUSES. 1 LINE OF SIGHT II FILL 8" Intermediate bat larboards at middle of length LEVELING and STAKING the GREENHOUSE I I r I I I t Ii I If i mark FALL FOR CORRECT WATER DRAINAGE SHOULD OE Pur IN LINE. 10' or 12' 32" FRONT WALL 1a4 NAIL 18" FILL4" ADD 7" TO COLUMN HEIGHT TO FILL I" 32" FIND TOP OF GUTTER. THIS DIMENSION 32" CONSTITUTES YOUR CUT 4" r rll ll WALL HEIGHT. CUT 4" 24 ". height varies with each design hoe plan layout) NOTE:SLOPE BETWEEN EACH COLUMN FOR CORRECT WATER DRAINAGE (min) TABLE OF SO. LINES K-N K-M M•N . 6 8 10 USE 5 sack X ROCK 9 12 15 CONCRETE 12 16 20 15 20 25 18 24 30 21 28 35 24 32 40 27 3G 45 30 40 50 CORNER COLUMN PLACEMENT 10'or 12' sparing 2'•0" 12" GALV. COLUMN 3 SQ. MASON'S LINE (SIDE WALL. & INTERMEDIATE COLUMN LINES HOLE SHOULD OE PARALLEL WITH GUTTER LINE FOOTING 14" min s 7 CONCRETE CAISSON CHECK BLUEPRINTS FOR EXACT CAISSON SIZE i PLACE TEMPORARY STAKE AT EACH 10 or 12 SPACING PULL LINES TAUT. MASON:, LINE CONTINUE LINE FOR MULTIPLE HOUSES CORNER 0ATTEROOARDS INTERMEDIATE DATTERBOARDS 1 COLUMN SETTING DETAIL NEXUS CREENHOUSE CORPORATION 10953 LEROY DR, NORTHCLENN. COLORADO 80233 (303) 4S7 -9199 • ( BUILDING SITE PREPARATION: Building site should be free of all debris and obstructions. Land should be flat o'r graded according to desired land fall. If flat: Fall must be placed in corking lines. Y ' IMPORTANT: Refer to Blueprint for size and location of greenhouse. Familiarize yourself and crew With blueprints, parts, and erection booklet. NEXUS recommends you completely read entire erection booklet before beginning construction to elim— inate unnecessary Cork and parts replacement. This also is a good time to inventory the complete job. (See unloading and inventory sheet enclosed in barrels.) `; GREENHOUSE LAYOUT (See Detail) 1. Measure and stake out corners of greenhouse. e2. Place transit over one corner, shoot lines so that building outline is perfectly square. 3. With post hole digger, dig holes for batterboards (allow 2 -- 3' setbacks) place horizontals 2' above grade. 4. Run mason's line to form perimeter of building. 5. Stake out intermediate column locations. 6. Take down mason lines. 7. Drill caisson holes. 1'2" round x 3'0" deep or:frostline (see local building department for special situations and applications). 8. Reset mason lines in original location.. Using a magic marker, mark mason's line to represent column location. 9. Check that holes and marks on mason line match up. Enlarge holes With shovel if necesary. 10. You are now ready to set the columns.. u* NEXUS RECO> 1ENDS THAT ONLY EXPERIENCED OPERATORS USE THE TRANSIT TO INSURE ACCURACY. SITE PREPERATION NOTE: Caisson holes for gable posts, door framing and vent posts.can be drilled at this time also, but post should'not be set at this time. NEXUS GREENHOUSE CORPORATION 10983 LEROY DR. NORTHGLENN, COLORADO 60233 (303) 457 -9199 SITE LAYOUT & SET COLUMNS REFER TO BOOKLET DETAIL # S. WHICH DETAILS SITE PREPARATION, LAYOUT RND COLUMN SETTING TRUSS PREPARATION ATTACH CAP AND SADDLE TO TRUSS (NOTE OFFSET FOR GABLE TRUSSES) ounmE p, tinwcr .11? x 3 -112' Dot Dot: I �� II 'I TRUSS INSTALLATION REFER TO DETAIL #7. FOR TRUSS INSTALLATION RND DETAIL #8. FOR PURL IN LAYOUT. NOTE: IF PURL IN rap wFRP PRnVIt1FD INSTALL RT THIS TIME. PLUMB BUILDING AND TIGHTEN PURL INS REFER TO DETAIL # 8. FOR SETTING BOLT HEADS. GUTTER INSTALLATION REFER TO DETAIL # 12. FOR INSTALL ING GUTTER DETAIL # 13. DESCRIBES GUTTER END CAP W/ OUTLETS IF SO EQUIPPED. KNEE BRACE & WIND BRACE INSTALLATION REFER TO DETAIL #18. FOR KNEE BRACES Sr # 24 FOR WIND BRACING FOR HOUSES W\ POLY ROOF COVERINGS & # 25 FOR HOUSES W\ RIG ID ROOF COYER INGS (I.E. F /BERGLASS POYCARBONATE) GABLE POST & DOOR FRAME INSTALLATION REFER TO DETAIL # 19. FOR GABLE POST, # 27 & # 29 FOR GABLE DOOR FRAMES. AND # 28, & # 31, FOR SIDEWALL DOOR FRAMES. H WELL NE'BER INSTFLLAT ION (S IDEWALL & GABLES) REFER TO SIDEWALL & GABLE ELEVATIONS ON BLUEPRINTS FOR SPECIFIC NUMBER OF 2 "S0. WALL MEMBERS RS WELL RS SPACING. & DETAIL # 20 FOR SPECIFIC HARDWARE FOR ATTACHMENTS. s z To g i g 1 i 8 i DOOR AND EQUIPMENT INSTALLATION L X)R LETAILS # 27 -35. CETA ILS # 366 - -38 FOR E;OPUST FAVS. EETA ILS # 39- 41 FOR FFN JETS. # 42-44 FOR SPECIFIC I-ERTERS. # 45-47 FOR COOLING PAO SLPPORT STRINGERS. # 48 -49 PPPL IES TO DE VAR ICUS VENT & VENT L7?lVE OETA ILS A\O VENT (ETA IL BLIA5°Ft INTS. GABLE COVERING INSTALLATION REFER TO CETA IL # 65 FOR F IBERGLASS COVER INGS ran Yr TF INSTALLAT ION BLUEPR INTS. S IDEWALL COVERINGS INSTALLATION REFER TO LETA IL # 26 FO4 CQF.A FLASH /MS. # .17 FCR GUTTER RR IL INSTFLLAT ION. # 63 FOR F IBERGLRSS COVER !XS. # 64 FOR POLYETHYLENE FIVJ REFER TO TIE BUG/RIP/TS FCR PCL YC9R9ONATE COVEN INGS. ROOF COVERINGS INSTALLATION REFER TO DETA IL # 60 FOR F IBERGLASS COVER INGS. # 61,69 & # 70 FOR POLYETHYLENE COVER ING. # 62 A O BLLEPR INTS FOR PC YCARSO1ATE COVERING (ETA ILS # 66 -68 CESCR IBF_S CAKE FLASHING INSTALLAT ION. • i 2' SQ. Roof purlin TRUSS & PURL1N ERECTION SEQUENCE See plans for number of purlins. Line true 70„ Op 3' SQ. Column . After columns are placed and caissons have cured may be put in place. gin by placing saddle and column cap ass'y onto CO 1/2' x 3 -1/2' hex bolts) Secure first gable truss to columns w/ a 1/2' x 4 -1/2' `hex truss. ‘ 0 4 Vi O 8� e NOTE: RED ENDS OF LINE .Se TRUSSES SHOULD ALL FACE THE SAME DIRECTION. (GABLE TRUSSES EXCLUDED) bolt. Hang the gable truss at the least accessible end and work out. (Note:. -Make sure gable truss is placed correctly and then secure with ropes to ground.) Place second &third trusses (line trusses) in the same- manner as above. Now begin attaching purlins. Install at least 2 side purlins as shown.(See purlin detail *for location & type of purlins) .DO NOT set and completely tighten purlin bolts -at this time. . . Repeat above procedure of placing 2 line trusses and purlins until structure is complete. Return to original end and install rest of purlins. The gutter can now be installed. (See detail) Note proper gutter lap for water drainage. Poly attachment lock,if • applicable. may be installed at this time. .t0-c • 0 0\ C. SADDLE and . COLUMN CAP ASS'Y • - Gable truss O MOUNT PURLINS ON TOP ' OF. TRUSS CHORD FOR RIDGID COVERINGS. OUTSIDE of HOUSE .1/2' x 3 -1/2' hex boil H .,,....,......4_ •- 1/2'' x 4 -112' hex bolt ouse Width Note: Normally two or more structures on a job, therefore the trusses and purlins.may be installed on other units before attaching gutter and lock. i` 4 � RED PAINTEC END L-.,. STARTER PURLIN with connector RED PAINTED END M 1 l 3/8" X 5" CARRIAGE BOLTS (typical) GABLE TRUSS WITH OFFSET (standard) 10' -2" c/c (10' BAYS) 12' -2" c/c (12' BAYS) GABLE TRUSS BAY SPACING ), g 10' -0" / 12' -0" 8 (typical) STARTER PURLIN 'PSG' WITH CONNECTOR (standard two bay span) 2" SQ. 20' -6" LENGTH 10' BAYS 2" SO. 24' -6" LENGTH 12' BAYS 11IIIIIIIIIIN BOLT HEAD MUST BE SET WITH HAMMER BEFORE TIGHTENING NUT =RIGID ROOF•COVERING= (PURLINS ABOVE TOP TRUSS CHORD) LINE TRUSS 10' -0" c/c (10' BAYS) 12' -0" c/c (12' BAYS) 2" SO. PURLIN 11 1 11 11 POLYETHYLENE ROOF COVERING (PURLIN BELOW TOP TRUSS CHORD) ALL BAY SPACING IS 10' -0" OR 12' -0" CENTER TO CENTER OF COLUMNS (saddle & gutter mitted for clarity)' FINISH PURLIN 'P10G' W/O CONN (single bay span) 10' -4" LENGTH 10' BAYS 12 -4" LENGTH 12' BAYS r NTERMEDIATE.PURLIN 'P2L' WITH CONN., (standard two bay span) 2" SQ. 20' -4" LENGTH 10' BAYS 2" SQ. 24' -4" LENGTH 12' BAYS WELDED PURLIN CONNECTOR (INSIDE CONNECTOR) without connectors 10' -2" c/c C10' BAYS) 12' -2" c/c. (12' BAYS) 3/8" X 6" } LINE TRUSSES (standard) GABLE TRUSS WITH OFFSET CARRIAGE BOLTS GABLE TRUSS IJ t FINISH PURLIN 'PSG' WITHOUT CONN. (two bay span ) 2" SO. 20' -4" LENGTH 10' BAYS • 2" SQ. 24' -4" LENGTH 12' BAYS - WHITE PAINTED END FINISH PURLIN WHITE PAINTED END WHITE PAINTED END —J I -NOTES: 1. WHEN APPLICABLE USE 3/8' X 6' CARR. BOLTS WHERE SWAY ROD BRACKETS ARE ATTACHED. 2. IF PURLIN CAP IS UTILIZED SEE DETAIL AS. IT MUST BE INSTALLED WITH PURLINS. 3. ATTACH SWAY ROD BRACKETS AS PURLINS ARE INSTALLED. tis 0 w 2 cc 0 a a cc N 0 cn O E CAUTION !!!! Install nuts on 1/2" bolts and tighten by hand. Tighten an additional 1/4 turn only with a hand wrench. Overtightening will crack cap and saddle castings DO NOT USE AN IMPACT GUN -1 10' -2 -1 12 Gutter for 10'0 _Spacing - 1'2 -2- /1 2 Gutter or 12'0_'Spacing 10' -0` or 12' -0' Bay Spacing (Typical) Begin installation, of gutter at drainage - end of building as shown above. Apply caulking before nesting gutters.Drill 3/8 holes through tter: •moles should be drilled up through _saddle and into gutter.See Note below. Install (4) 3 /8'xl'Rd.Hd.bolts and .washers ,rubber side down w /nuts. Drill holes and Install 1/4'x3/4; rd.hd. bolts and washers, rubber side against inside face. of gutter w %nuts. Continue the same procedure for remaining gutter in the run. 41 Water Drainage 3/8' Mti. Neoprene Washers INSTALLATION PROCEDURE: (Rubber Face Down) Field Drill Holes Gutter Saddle 3/8' Nut Column Cap Galv4.Column NOTE: Gutter saddle may be used as template to drill gutter on the ground. Extreme caution should be taken to insure proper hole drilling. (4holes one. end,2holes at other - end) -NEXUS takes no responsibility for improper drilling. CUT -AWAY VIEW 114'x3/4' R:H._Boit. • w /Neoprene Washer.& Nut Each side of gutter Galvanized or Painted Gutter '1/2'x3 -1/2' 'Hex Boits W /Nuts 112'x4 -1/2' Hex Bolt w /Nut Through Column and Cap _ NOTE sweep at gutters free d any or all metal fragments,. • falbre to do so can lead to materlalizationrd mat. • N - CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 08188 TO: (P9 FROM: /Q DATE: ' _ I SUBJECT: • FgOISiOt , 4 CZ) pAr.44.61Dotoe. peteAviccs— Rr ION is ti MEMORANDUM PHONE if (306/ 4311800 A • T Gury L. (anDusrn, Mayor 5 do %E ( W "LiUe, FLat\TS ,66,1 tior . CALCs I - C3owtZVAO - c -r MI>(D CimpActlis -MO /la * 4 tia(9, -~ CyM\1 4400 ffelkskok.E, i6 ,�r-- !,. AL L t) (► ti 9 ,, . - LJ C� ��k , Cd►a -gyp' vL r.���c� G� . Caw- 6 ) iMa,vamo Cf 0462 6OMm. Aprnom Q ,AOnn(6 q71- dais iSLo k?") 7cxid 4 3o. oc `1 -&LA R-e-LQI pt * cn to) INDEX , r � r� � . s o R � v4 Wr�51i� STRUCTURAL CALCULATIONS For: EAGLE HARDWARE NB JOB NO. 91058 JuLY 2, 1991 TRELLIS CALCULATIONS 1 - 6 PAGES NELSON- BOURDAGES, INC., P.S. Consulting Engineers • 11411 N.E. 124th Street, Suite 230 • Kirkland, WA 98034 • 206/823-6667 FAX (206) 820 -0947 RECEIVED CITY OFTI.IKWILA JUL 1 1 1991 PERMIT CENTER NELSON - BOURDAGES, INC., P.S. Consulting Engineers B g 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 Made by � Date � 24/7i, l Job No. Q ��psp Checked by Date Sheet No. Description _rile. uls Job Name PAI'LC 14A M3 , n / %v f bL - or 1 ,/40m(,- P-'I5 =/D PP ova. 140.12 Mex$ ontezael t. L✓oc. (Jo -r)- 5', /,0 1>= 5 7 Loo moneti- _ $" Toe Gorr-v . CC-4-941S fire' ma4v6 or t:twil3a L l e -» (0 F 2...-6 l ' /i-) = (/, S%'tt-, /, 31s' 5x /& "= 0•7.51/y .0,34-9 /-r 2 - 1,079 .T =12" h375,y.r +(tiX / 1 -5 ) " ( 049 * Cl,31c'`tliSk('3515)9 t6,,SN,„ 10007- = "rP77o S = _ ,_77 ; a, 072- r4 /, �7 3 r �" ,077.9 .� v, ,, 5 -y 0, Qd sc 4653 oz •.Q Z! .. ` ,1:. ©•X "_ 1'ct•/7,7-'f 291-,1.4 k/0371hY Z' . 6,1% / 1/4w/Ct? O44. C'r• /g(1 �. rr �-Ti f Old 7►-s7 f (140,40 1 111 -) ' CAP crrno)= zx (0070>‘'05'1x o,179 //(6, , X16" /4 r �= z 1 7f/ 457 /�. 1 / a6/6 C�►u, = 7, ¢/ 11"k , 7/0 /N 0,76 ■se 4 x(9, 67/? M ., q / 2'%fY 1704'7' 4 7' '"/ ' 't ,67 1 — g itY . 7/ ei• 'Jo rx /b 600'v (l.'14 o !, 67 -" 0, 0 1 , r - 60,11 C-L# Z ?9K o F .L .. X v:4 - reor C, = 2->4, 07$ /N f', ow51 / -. 1. T ...b(-1- — - 0e(7/ske) x(5 my 17 /41 7.10ke -. i o xsy 5-; ? _ /.1 _ r9 3 NELSON - BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 Made by . Date h,�� / V° Job No. /1 / Checked by Date Sheet No. 2, Description Test, I 7' Job N ame / / L= /�' -d" z Z -=3S 7 .Q 4) C Z - 2 � /a-3o 7 efin ) % 7..k 2.042"k, / 11 /N z s4st: r ' ;; k. yy Fr = Zt ks.t" h„,.„„ = 7 8,5 - S o. 9 — '4 0 e. C, ",P%e/ n/= J o m L 1Jo(s7) - Z? Z' J C o/ 7 9/, L (cot, ) coL .i do 0 bc. = /00 1 =g0 COM o /F.' DL=Zoa' / sQs., 1G _ E- - eZs GWer- CQLV M54../ "p-x M oM t W1 Tor GOC.vn- Cc C/ 4r7 PEw f _6,4e- , Z 4- ,/�S- AG - 7 5 9k's r =4,6 g , �4 $ - 243q0/ /5 C oi )94-mow.:- 14) ›r4c./ ,66), 100/3rt , 9 nf- /4.22/ ( ktiC ✓tv'riurc.. C.np'? • ry or 3 orSt< WI' 0 k •Alr o' 1 , 90 &r--, MrrcosS Li 015 64-`? CARRY I, f M /OSOtr1, TH /,S woULO = f9O , cw 301573 Clhelq P / Q `r'Rt<tus em°r r� l rY Er w 3gK,c6 T1 ' $erg 0, maw TIK TRELLs E /. Ott oun-rr' Fog_ A aL. P � $ F e 7lf ac /0 1 I ntc_ r /6.n X4'361- . (9 e P ? 7' )4 ,Z* NELSON-BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823-6667 • FAX: (206) 820-0947 Made by 7 .... Date Om Job No. q /19510 Checked by Date Sheet No. 3 Description -. MA Job Name - A6l_g hiAR.p\tv• -.....-.. L TE 1 ' 4 ' I :COL-UMN • Co/MEG E . 3 1( .: .11 COL 1.111,8AP 1 rfrtmi30115 aar., ri4 'CONC. fr o IV NELSON-BOURDAGES, INC., P.S. Consulting Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 Made by Tr Date 6 7/q l [ Sheet Job No. /05 -6 Checked by Date No. A ,,., Description "tL`�(,) Job Name g (A w wwARE L L cst Q�- ON. th- A Y 1 E. rifiN _.- ._...._`_ sl/6 01=0 NAT 1) LET �' itoeC4T6 VIP , 0p 410157- =:====================t=========r===================== PROGRAM : General Frame �lysis ECOM ASSOCIATES, Inc. [ \ JOB : eagle 'RUN : frame1 PAGE NO. 1 TIMER,,, Wed Jun 26 16:11:0B 1.991 =�� °+~ =_============____________====__-___=================================__________- NODAL INFORMATION ' NODE NODAL COORDINATES SUPPORT CONDITIONS NO X Y CODE PX STIFF PY STIFF M STIFF ====����������������������������������������������������������������������� `�� �� - Units : Ft Ft , K /In K /In K -In /Deg 1 0.000 0.000 H 2 0"000 9.500 3 9.900 9.500 4 9°900 0.000 H ELEMENT INFORMATION 'ELEM NE PE ELEM BETA PROP NE PE NO NODE NODE LENGTH ANGLE TYPE HINGE HINGE 1 ts4x4x1/8 2 •joist Units : Ft Deg 1 1 2 9.500 90"00 1 2 2 3 9.900 0.00 2 3 4 3 9.500 90.00 1 =^ '"1' PROPERTY INFORMATION PROP SECTION NO NAME MODULUS AREA 1 DIST Units : K /%n 2 IM2 ln4 Ft 29000.00 1.860 1.440 Description : SEISMIC Element List : 2 1 UNIF GLO FRAC ` B 0,00 0.04 E 1.00 0.04 Description : DL Element List : 2 1 UNIF GLO FRAC B 0.00 0.00 -0.20 1.00 0.00' -0"28 4.680 41"700 ----�������������������������������������'���� ELEMENT LOAD INFORMATION LOAD LOAD LOAD DIST CASE TYPE SYS SPEC DIST PX PY M ============================================================================ Units : Ft N /Ft K /Ft Ft-K /Ft 0.00 0.00 0.00 0.00 0"00 0 'PROGRAM : General Frame Analysis PAGE NO, 2 ECOM ASSOCIATES, Inc" ( ' TIMdk Wed Jun 26 16:11:18 1991 JOB : eagle RUN : frame1 ' ,�� LOAD NODE COMB NO DX DY ROTATION LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 1 1 4 NODAL DI8 PLACEMENTS Units : In In Deg 0.0000 0.7642 0.7641 0~0000 0.0000 ~0.0013 -0~0029 O°0000 -0.5417 -0.0689 0"0250 -0.5885 ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM/DEFL DIST ==================================================*-- Units : K K K -Ft K -Ft /In Ft LOAD COMBINATIONS: COMB 1 : 1°00 X CASE 1 1 1 ~0.6100 0.1723 -0°0000 2 -0.6100 0.1723 1.6373 2 1 2 0.17n 0.6100 1.6373 3 -V.2277 ~1.3700 -2.1247 3 1 4 -1,3700 0.2237 -0,0000 3 ~1.3700 0.2237 2.1247 R E A C T I O N S NODE LOAD NO COMB PX PY MOMENT =====================================================================-------==== Units u K K K -Ft 1 1 0.1723 -0.6100 -0.0000 4 1 0.2237 -1.3700 -0.0000 -0.1207 5.48 2.5675 7.05 -0.0322 4.28 -0.1566 5.48 INDEX TRELLIS CALCULATIONS STRUCTURAL CALCULATIONS For: EAGLE HARDWARE NB JOB NO. 91058 JuLY 2, 1991 PAGES 1 - 6 NELSON•BOUF AG S, INC;, P.S, 1..., •Li'i'.Sl; �; in t'S • ... • :2.107 :iiit'.. :1; i {t r KIr.KId'a". WA. .hr.. ^ RECEIVED Try OF TI)KWILA JUL 1 1 .1991 PERMIT CENTER NELSON- BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 Made b r -�' Mete 41WY Job No 7/0 5,5 Sheet No. Checked by Date f Description I LL6S Job Name rA4 r aDW/ 28 / J , or)Jt tic— or / N6 /N(- 'LINE -/O F P ova. laoaJz / OF7l 44ee 1.. L✓oc. ( 5'x /,o tpl✓ - 52 L4 m(7 ?& 13 L L= / /b "% 9 ' - g„ For ,i r;o7 1-vw�.. ct ns , mgLE orr" Z.1 447.. k/Q iv(rAL (vF L44 !4 /L-) = (1,S%:e-.4375' )x,/2.5j''= 0.359iy y - ( /,5-- an ") 0,3,s "x,/23 ) 0.'S /,:e Z 1,07 g'. t7- 0,ItZZ' t - _, y= , 9zz. ,. I = (Z " ),3 t �T2 /Z5>c Gs� 3l + (l,37,0`,l25'k(,3.;95) ) t(4 5 p- ( 02e) 1r. 10.2 ^3 - =,0770 //eel S:= ;9 :::- " 3 7 7 : ' , . - 0 , ( " 7 7 . . - / 0 , 3 /, ,7, r , o 77,5 ? = o, 4 65 5 k4 � � .165! /Z i, Pe 12 29f5.r & Cvgi..(4 utted ?2. 1.44(&-T74` Olt r9 P Gm>pg �Gbxl 42rt'0 iO7c 11 1—j 17bP ovio)% zx (00 ,67 0,03 Cu. 71e/ tes'k 1 7/0 1 = x; 3 2 . 4 I&,75 _ I7 x,os x19, /7/ // 2'%r 7G k P7 2 uwu ?,67 — c ;7,/ l 67 0, �j0 l 'f-i e(00 r\ . c,4 S aK ('Oo(,4 17. i jopc - Igor Ckv0% Z� , 07$ i,,f*%O./5(/. -/ ,6 efx(7 Z 1 , T ,rors�' = X(7 /46 pi) x(5,39 �'7 /i( S /my- ( ,tm' Jo 600 Kt) �.. ,�D o NELSON BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 Made b . Date �ua �7 ` �,/ 9/ Job No. Q ra J�1 Checked by Date Sheet No. 7i Description TELLL1 Job Name k � / � -IL' », 73 'Ike?' L- /,'' -o" _ 3.1'" z � L LJolsr) = 9, 92' JT ( � 7 ) �/. 7 Av L (Co t_ ) 9',5-6 / T Coy = i/ G ° o i V $ /S.1' � /S `.64i FFor i. t /v rW- ov rPvr". D C.. Zoo ` 'C, = l{o C< W COL() el f; ;Wel , 0.el am )• /T & v ( ( GOtonir/ = 2, a k �T ac ek.. .fin e< - /=r ,l . .S" Tert.tp(.) CZ /a3o Avcr�. k Zor`SZ k,1 1 '6i•vZ 'sc /b r 14' > f, t;'' O O Fy, ' v 66 k 4 -Viol" p I� Q w /. O k , s t z n , r iso °72- Feu- /r;.Z.2/ >,� eit:C- /c.22x � (.9 967 ' — 1 ,9 � e<"? Q) 7-5 9A r =46 S,N4- 5 2,31 /4' (' /,sr6 7. 3 s' k t. A6 Co vn-iN -- Jo/57- oefM Zr7o/,' k i/V-r / CoPfic./ r7 Jorsx - (/a fit) � � �� 3 S'��>✓ pi = Zx L r' P = , o n k �ta� • ►, -�MoJS J oj5 C'i-»e CWL94' I, y''` e nt,p cow, 7 H/ wog Lo . /90` ON 301575 Y Nf.� "45 P /P t:11 om,/ 77 190 r 3 3 K l7 ( E/ or J)1CLl -1S THE TRELUI /$ A17eQvri -1T Fog- a ply. Ott 3 , F 5 F Gti,7h' A LOAD ►/Y e c . oi: 10 #'4'P NELSON - BOURDAGES, INC., P.S. Consulting Engineers 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 -6667 • FAX: (206) 820 -0947 Made by Tr D fe 0 Job No. 7 /OC -p / Checked by Date Sheet No. 3 Description ---- uS Job Name J .61.„ /.6._ R.r, TS4k4» . cot 1EcrtoN . pETAl L, : COL UtITl GAS VI-ATE F4 Th1L. 3 1 - 0 '' (4) -J '4 r'Ami3ous \A//4"0-7651 . INTO UON C. NELSON - BOURDAGES, INC., P.S. Consulting Engiriecrs 11411 N.E. 124th St., Suite 230 • Kirkland, WA 98034 (206) 823 - 6667• FAX: (206) 820 -0947 Made by D ate Tr � 7�9� Job No. 9/05.6 Checked by Date Sheet No. it Description 1-ReItui Job Name Zkoi Ld NARl71r ARS .-.--0 A q y =fiR .LLAO rL,N A 7 4x4Xy� NAT 1) LET +' v0)60 15 TYF' elowT =:======���=-=========== E'ROGRAM : General Frame Ap ECOM ASSOCIATES Inc. � JOB : eagle RUN : frame1 77E4.5 NODAL INFORMATION NODE NODAL COORDINATES SUPPORT. CONDITIONS NO X Y CODE PX STIFF PY STIFF M STIFF _____�______________�����_________________________________________________ �����_ ` Units : Ft Ft K /In K /In K -In /Deg 1 0.000 0.000 H 2 0.000 9.500 3 9.900 9.500 4 9"900 0.000 H ELEMENT INFORMATION . ELEM NE PE ELEM BETA PROP NE PE NO NODE NODE LENGTH ANGLE TYPE HINGE HINGE Units : Ft Deg ' 1 1 2 9.500 90.00 1 2 2 3 9.900 0.00 2 3 4 3 9.500 90.00 1 PAGE NO. 1 TIME ' Wed Jun 26 16:11:08 1991 V PROPERTY INFORMATION PROP SECTION NO NAME MODULUS AREA 1 DIST 1 ts4x4V1/8 2 joist Units : K /In 2 In2 ln4 29000.00 29000.00 1.860 1.440 _______ _______ • 4.680 41"700 ELEMENT LOAD INFORMATION LOAD LOAD LOAD DIST CASE TYPE SY8 SPEC DIST PX PY M ' Ft Units : Ft K /Ft K /Ft Ft-K /Ft Description : SEISMIC Element List : 2 1 UNIF GLO FRAC ` B 0,00 0.04 0,00 0.00 E 1.00 0.04 0.00 0.00 Description : DL Element List : 2 1 UNIF GLO FRAC B 0,00 0.00 -0.20 0.00 E 1.00 0.00' -0"28 0.00 PROGRAM : General Frame Analysis _ PAGE NO 'ECM' ASSOCIATES, Inc. / ` TIM \� ' JOB : eagle % � RUN : frame1 LOAD COMBINATIONS: 1 1 2 4 LOAD NODE COMB NO DX DY ROTATION =============================================================================== Units : In In Deg COMB 1 : 1.00 X CAGE 1 NODAL DIS PLACEMENTS 0.0000 0.7642 0.7641 0,0000 ELEMENT REPORTS ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM/DEFL DIST Units : K K K-Ft K -Ft /In Ft LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 1 1 1 -0.6100 0.1723 -0.0000 2 -0.6100 0.1723 1.6373 2 1 2 0.1723 0.6100 1.6373 3 -0.2237 -1.3700 -2.1247 3 1 4 -1,3700 0.2237 -0.0000 3 71.3700 0.2237 2.1247 NODE LOAD NO COMB R E A C T I O N G P% Units : K 0.0000 -0.0013 -0.0029 0.0000 1 1 0.1723 ~0.6100 PY 'MOMENT K K -Ft 4 1 0.2237 -1.3700 -0.0000 Wed Jun 26 16:11:18 199 1 -0.5417 -0.0689 0.0250 -0.5885 - 0.0800 -0.1207 5.48 2.5675 3.05 -0.0322 4.28 5.48 DATE * * REVISION SUBMITTAL * * 7 — // 9 / PROJECT NAME - ",g0' ee-- 14/10':c' �' �`° G 0r',7 ADDRESS d / jhi l�r`l`L %T� ? �• `�- /� S S' CONTACT PERSON ,1� �' // H e © 3 S / _ . - J/ PHONE. - ce 7 ai= 2 6 / 7 ARCHITECT OR ENGINEER `a e, d'7i r D PERMIT NUMBER L �- (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: c2 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMI'1'1' TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 ■•V''SSVC rye 341a 7>19C_S RECEIVED CITY (1F TI IKWILA JUL 1 1 191 PERMIT CENTER I City Of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM 4•1111■111MIEMZININNINIIIC 4-3wictkowo, VetioA:j 6(0 29 TO FROM: 'Q DATE: 1cl q,ct SUBJECT: /4.47/J Qa.x. • 'ati)(4 / CcutA4z AAA, NG .& 4 i 1114 14 o < O AU �' , t • 11 01- Atul a ittareZot 2., • Led iwito ‘t(-iscL4stAitket4 01- IJI2u4-* atrtyM, /Cpti Ot42.4 6,4; . leo -M a. /e, a44.4 n -iziw 404-Jed 50,aid-thr 414 v't.t 0,401 .61,p1,11014PL \FOArt4 Xik) I - --0cD . 951- Po.:‘ a 030. (0- a 0- q DATE ADDRESS /D/ - 7) ® vim "i ��d�ZfG PERMIT NUMBER LJL (..Q pQq (If previously issued) PLAN CHECK NUMBER q I & C7� TYPE OF REVISION: /fa. geU/ S / 01 ' SUBMI1 i h,D TO: /3-e)%3- CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * PROJECT NAME / y / 2 7) ze./.o R h" ,p 1012 2 h 4: .5 7 CONTACT PERSON ! /.se S L C y PHONE / 7 0 ARCHITECT OR ENGINEER 17 / L 4 /,,12f SHEET NUMBER(S) F. / "Cloud" or highlight all areas of revisions and date revisions. 1 TO; C_/( FROM: DATE: l q' �ertak ti I SUBJECT: C Cit y of Tukwila aicdcvautei 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor ,it. PFes:P apptcoiztviitteAmicitt adoote Vonect4 C".°1 /C P " azzhq 1 ,.. nay Vlie/ 'Iltiet'Ve4 4 q L >g a 1 1 1 e e6* Clue M "(WA �d � ›l) - v AO MEMORANDUM '5,tikLAL° (0(0z9 REMARK BIRNBAUM ASSOC. Attn: gQ 25 iv 6 a Phan Fn�� - 43 /. , 3� •E..S° EUGENE D_ SIRNBAVM ASSOCIATES CONSULTI , ATRII n nG IN ERS 1626 SILVER LAKE BOULEVARD LOS ANGELES, CA 90026 TELEPEO*H (213) 663 -923.9 'fl (213) 663-7309 109 P01 JU1<11 1991 k.:1; , �S- i NAGS *MTLE TRMJSHIaSIear TO :. 4 u,e1AJ 4 JOB NO / --. DATA' , C �; / 8 • �0 FROM :, A ,ilit/J KINDLY CONTACT US IP THE TRANSMISSION IS INCOMPLETE CITY OF TUKWILA k AS NOTED INCLUDING THIS SHEET, THERE ARE B UILDING DIVISION '44 , TOTAL SHEETS IN THIS TRANSMISSION EUGENE D. BIRNBAUM AND ASSOCIATIS STRUCTURAL INGINERRS ICAO SILVER LAKE_ *LYS. LOS ANGELUS 26. CALIF. NORMANDY 3.6216 WIMUCTREAL DATE 4.4 8 :II AZj. izacta I APPROVED JUN 1_ 9 1991 PLAN: j JOB NM / 781 SHEET NO. lB EUGENE D. BIRNBAUM AND ASOOCNIXED STRUCTURAL ENGINEERS 1616 SILVER LAKE_ SLYD. LOS ANGELES Ed. CALIF. CRAWN.A.Z catEciato APPROVED JOB NQ O Z A n +t F 2Z?'C PLAl'E [31g X3 M 5E15,'4« 2061E5 ! d 2) -_.OR APPROVE!. E E2 u1vALELJ'r SEA APPROV tLlS�ti.L�Ai IOt� agAvitu Fvt?_iyPE U SED. 3 ,„ 04 4 h4 1/19 bee 70 It ICO I WI TO_ CA 41 COARI i°L A7 ._ w a L=a s � - 7 s+� Z w1/4 L4/6 = P, F C 1 4j•OrR SGA.15. ' -s'� EEG ' _I°F0'3_ 1' 1 Z7 -- A 5 O - 420 0 0 fl a I. YIELD I JUN 1 9 1991 . VILA i CITY OF TUKWILA 6200 SOUTNCE NTER BOULEVARD, T UK{V!LA, WASHINGTON 98188 Plan Check #91 -204: Eagle Hardware 101 Andover Pk E PIIONE N (206) 4331800 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER Wag . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 3. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition) and Washington State Regulations for Barrier Free Facility (1990 Edition). 4. Validity-of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Gary L. Van Dusen, Mayor "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 . 5 Roof Sheathing. Nailing._.... 431 -3670 , .... , 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 R 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 x 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SUITE NO.: SITE ADDRESS: 101 Andover Pk E BUILDIIG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) BUILDING PERMIT NO. DATE ISSUED: PROJECT: (Q- Eagle Hardware & Garden CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE NSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied In place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if undersiab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the 0W14190 project progresses. PLEA REVIEW COMMEN ,.. J Plan Check No.: "1 1* 4" Project: REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for Inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition)1- Idnitcrr ), Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. ✓ 14. Fire Final 15. Planning Final 16. Public Works Final ><, 17. Building Final PLEA REVIEW COMMEN ,.. J Plan Check No.: "1 1* 4" Project: REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for Inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition)1- Idnitcrr ), Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Fire Department Review Control #91 -204 (513) Re: Eagle Hardware - 101 Andover Park East Dear Sir: June 6, 1991 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Gary L. VanDusen, Mayor 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302(d)) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1-9.1) (UFC 10.305) Refrain from blocking sprinker coverage with shelving. NFPA Standard #13 states that any shelving or decks in excess of 4 feet in width will require the installation of sprinklers thereunder. (UFC 10.302) 4. If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Sec. 9.110); automatic fire - extinguishing systems, smoke - removal systems, fire protection and fire separations are required City of Tukwila Page number 2 FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 per Uniform Fire Code - Article 81. Gary L. VanDusen, Mayor Smoke removal capability shall be provided in buildings used for the storage of high -piled combustible stock and protected by an automatic fire - extinguishing system and shall be designed to provide a minimum of six changes of air per hour at 100 percent exhaust to the outside. (UFC 81.107a) Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Plans Approved Plans Not Approved F.D. Review letter included FIRE DEPARTMENT REVIEW SHEET Date: Building Address: 6j " , r,..v• A check in this box indicates the address is not descriptive or not complete. Building Owner: New Owner Address: Fixed fire protectyon required for this project: Sprinkler: J Hose Station: Fire Alarm: Fire Flow/ Hydrants: Min. GPM Required Special Systems: 1 be �•r]r r� C 4 ' 7 4. i o.olt '! S Fire Lanes: Supra Lock Box: Haz Mat Info Box: Construction requirements required by Fire Department permit: ( i? 7 fi•-+Ole e v " 0 1 11- 5 . Fire department notations which should be reflected on the plans: CITY OF TUKW1LA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: a p ,.,. 1+K .6./.091640E ADDRESS: t pADO DATE: 4.....c0(461 OCCUPANCY GROUP TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENTS T 4 O "T12Q4 3ErL 'Rent, $. 1W5`(�,U 04T1014 �' •'. O.K. (IS[-E. u tCfRR+ l I.or tssoE DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51-10, W.A.C. NOTES 0. . .I • : s. _P PREPARED BY: CA G PLAN REVIEW Wc.) IJ /C2 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 , ` ILE EAC & MEMi3E NEED taw. k4v.i&ATO LATKAL st4 DATEVir/v ( • : • • I \ ti+Panzasswersi 2,====== ••• tv` 4:"P Ita7L.1.1L, (. r _., , V-ou O ) 6 r ` ,./..... ,..x.../ - L.„-; , ...„ 1 P \ . 8 i l " 'I L A ,...; 0 I % ‘. 1 — ... ' 7' . ! 1 t 5eb -on' - ' " i --4-*---• / C j . k / \ .74= = ==. I I r•T 4d-d ; f t o o • ix M ) I f•`, • $ A•T ■ 20 '" d I 6r■ 74 I I 40. I eir-' 7-.21,44 A! It 40- TO 1 1 1* __t. '..d -1,--- r-' II (H' 1 0 1 a ,.. ...,, _. eq. El-E.v. /I\ -IE.L4 4.6 Izetwia-es : 0 1,1H r r. ii 1 0 IS /HS INCH -1 2 3 4 5 6 7 8 9 1 0 . 4- ;1 40'c' I I 4: . f:PL.4411t.4. - Pit , 41at •e• ( ) ••■ ( , ) ( 1-)1-0 I ) ., .. 4 .... tol4 1 ii 1 l it ( t!)) t it 1 '; D 0 ''L.0 - 1 4 2. 'h , 56/1 . e:::4 t 1 ' ?! 1. 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Li e.... c:2 ,...1 aPEOPP6.7011MMIROMMTN.MIIIIINIT.NOS.Ii••••■•••••• • -- 0 F.- - • 2 -'t o ; .d ! 1 11 ( 1 10 "Q s 1, (2.1• )I /./1 .17 / e ._0 •I• • C ) \ ••••••.• * • lc 7C) S t I • 1 — I,3 („01,1 rkis.1.!et,L) FILE COPY JUN 10 1991. I . ..tills BUILD NC Dr•;;ION 4. • • • stt t " • understand that the Plw aieck a ppr1e aubied to errors and omissions anci apOrovai of p!ns dots not authorize the violatico of any , adopted code or ordinance. Roce'rpt of contrkictors copy of appro ions ackrow APPROVED GR.0 FL.Ak RECEIVED m7YriFYIIKWIL0 MAY 20 1991 PERMITCENTER ( cz 1 A • I , La •4f - L r 1 x ; 2f' ►`wi i to - )* - 4,4 474 L.- r-77-714 ( • : • • I \ ti+Panzasswersi 2,====== ••• tv` 4:"P Ita7L.1.1L, (. r _., , V-ou O ) 6 r ` ,./..... ,..x.../ - L.„-; , ...„ 1 P \ . 8 i l " 'I L A ,...; 0 I % ‘. 1 — ... ' 7' . ! 1 t 5eb -on' - ' " i --4-*---• / C j . k / \ .74= = ==. I I r•T 4d-d ; f t o o • ix M ) I f•`, • $ A•T ■ 20 '" d I 6r■ 74 I I 40. I eir-' 7-.21,44 A! It 40- TO 1 1 1* __t. 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I . ..tills BUILD NC Dr•;;ION 4. • • • stt t " • understand that the Plw aieck a ppr1e aubied to errors and omissions anci apOrovai of p!ns dots not authorize the violatico of any , adopted code or ordinance. Roce'rpt of contrkictors copy of appro ions ackrow APPROVED GR.0 FL.Ak RECEIVED m7YriFYIIKWIL0 MAY 20 1991 PERMITCENTER ( cz 1 A • I , COL, A a 7 rpica o i Fiii35 I 3 F'/ 2,5- I 3 o.ol S' "i IIJ 12-73 OHET6CHCH.PC6T CL..7-vraNT tOOON EUGENE D. BIRNBAUM AND ASSOCIA7E8 STRUCTURAL ENGINEERS 1926 SILVER LAKE LVD. 1.09 ANGELES 28, CALIF. 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I 4-1 i SERVICE CARTS (%+) ( n ENTRANCE .0•-o- O 0 117 F 104 10.141 R-, air 3 JAN. HOVEN >,•I.1144 RI»r LIGHTING. 646 LF UGLY ELECTRICAL 1217 LF CITY OF TUKWILA APPROVED JUN 0 1991 s lItt et i 91,,N JCS 14.1Y-Sn PERMIT CENTER CO cc co Lai CO Lat r LAJ cc CASEWORK LEGEND M-1 CUSTOMER SERVICE COUNTER M-2 CHECKOUT COUNTER (Left & Right) M-3 CUT TABLE M--4 SHOWCASE 0 TOOLS M-5 CASH/MAP 0 TOOLS M-6 SERVICE COUNTER 0 LIGHTING M -7 PROJECT SERVICE COUNTER M-8 SERVICE COUNTER 0 GARDEN M7--9 PORTABLE CHECKOUT (GARDEN) M-10 WALLPAPER BOOK COUNTER M--11 PAINT SELECTION COUNTER 1 M- -12 4'X4' FLAT I C___1 VF M-14j 48" ROUND PAINT FLATS SPECIAL 01? VENDOR F1 XTIII7ES X - -1 OM I T X- -2 ROTO D ! SPLAY X -3 FASTENER BIN DISPLAY X - -4 FASTENER BIN DISPLAY X -5 TABLE LAMP DISPLAY X-6 WALL LIGHTING DISPLAY X-7 PAINT MIX X -8 SPECTROMETER { X -9 FLOOR MASTER X -10 AREA RUG DISPLAY X V f LQUAN ►.t�SLfTS _RE',/I EL 4/ 91' 7 -- Fixture Type Height 1 T6 /L /S H3 3W QOV LaG MER. 5/23/911 OOL.S MER'. 6/4/91 DESCRIPTION i L___ T6l9Z /£ i 119T/T RACK (93" OR 100' BEAMS) i FIXTURE LEGEND 7 -- Fixture Type Height / _ _ . - Depth(Bose) `f TYPE DESCRIPTION � �1 L___ GONDOLA OUTRIGGER RACK (93" OR 100' BEAMS) A -FRAME RACK X SPECIAL FIXTURE C___1 VF CANTELEVER RACK VENDOR FIXTURE M CASEWORK ~- A [i FIXTURE NOTE QUICK PICK NUMBER ili il Gam rum / Bs9iT. 10TAL VOA FOOTKE UWE FOOTA9E SUM FOOTAa AREA MAID COM SPACE ANALYSIS TOTAL /69iT. L TOTAL BUILDING 2 ,.� ._......s.amme.... ••••■••••■■>e...... 15) C o 3 fl 44 (100" BEj )(4' .".44/192 ( im arniu mil ms UGL Y ELECTIaL 128 LF e2 SERVICE CUT 144 LF FASTENERS 320 LF Light CIu14 Above •-8 1 Q O LOADING I DOCK COMPACTOR 18' ACEA) OUTSIDE GARDEN 25' -0 " RECEIVING r c2tse 052/168 t ' CC } _10__10. _ _ _.-_ 832/144 (B' SAoR 14-11 9x-11 c62/163 I I _1-..1 I! I�. L I I I -E t 1 1.-..J._..I --- ._...W._ -_ ._ _ �.._ -_10.10. _ ..._. _1010 L �� R44/144 (t00. 6£95)(6" SPACER) S .E R44/144 (100' BENdS)(6" SPACER) IIIII11I'{III 0 16 T•AS INCH 1 0C Lft.ZUi4I ABOVE _±f ±I khff-± 1 052/168 ro I ...,11,...,..,,..11111, 60' -0" R44/144 (100" BE1df5)(4' !WAR) a R 44/108 (51' SEAMS) pICF[Y4 I4Otx IW XJ WEZ7ARIRE :- . EXIT1 42 64 j ..�..., s • ;, ice _1_ LUMBER 1, 128 LF GYPSUM 179 LF t { _ . ql . 1. Ti L J I I CASHIERS LIVE PLANTS' 1, 636 SF III,IjIIIf f ll1 I I+I;t�.Illf�lI I 2 n 3 1,1...... ,410..1, �....• ....,.» BB) R32../11Xt (SPMu) be 641 rI-tz, L 111 gL r 50' -0' 104 iw r fz I >I R32/144 SPMu) 64 , LADDERS, TRASH C FUR'VI TURE 192 LF F 0 121 1010... �...�. �,.... o... [ 21 R'. 1144 (100• B )(S' SPAR) ' a II PAINT 495 LF • 7' + I I I R44 1t2 (1c0 WLt1l5)(8" SPACER a a-- 7—.7- -_ RES T C 40•-9• () I R32/144 (100" 14,96M)(B". SAAR) , O' 1 I b Sprinkler Riser -- ,_......... ammormsaelmarlommemer.1.1a 10,10... 7' X-40 FLOORING 3, 200 SF r 1 ` I I ?4'INDOW & DOOR D>?"SPLA Y 18'x 24 43 i-_-- -- kri EXIT IE 0 95 uN 360• -o" 7' 6•-®" r CASSHIEPS EXIT ;T k tit d DESI6hl CENTTR 864 SF t . 6' . °REV. RACKS ' s ' _Fc ?J +M7' . Lt °d z�JJ1�S ' ilOi6'. 7aii4. ' ::�.':..: * ,s',•r' .: '.�C' „. '",,,. - . . 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I 10; • R44/192 (IOW 6E'AN6)(6' SPACER) 6' Liao of ifuzzcnine Abel _ . ' SPACER) CLASfT'OISPLAY iq RARE r - � P 1 40'-0' : ( s> _-_ 1 FIY2/144 • 411 r .8' 74'-3" 6' KI T CHEN 6 DA TN 8, 153 SF • 0 10'-9" lc �,. � RAC. K eXTELIStal AAP iFee. AlOC•tbigoiesP mouAL Ram tit 1010 ...�.............,.r.� .........: ,..�,..�....,..� �.a . . 0 n / : / ✓ SERVICE 1010,._..- .....�• 10 -0' • E.NTR4Na.c." 112 ;02 Y -4 1010. ._ -- L iT • 24'-0' - 7Sbrlobler Most LOUNGE CITY OF TintimiLA APPROVED FILE COPY I I uncterstakt fnat tt* Plan Check approvals are ttobject 1 errors arid Off113.51C41S and arsproval of Plans does nO authorize filo violation of any adopteert code or ordinance. Roceirn of contrItctors Date t 4 su 11" Do • Pesek Fe CetseD 4 4‹ CIONM a CC) I r . o, 1/2" D1A —N poi s r TRELLIS PLAN NOTES: SCALE 1/4" = ' LETTER INDICATES TYPE Of JOIST. JOIST 'A' = 115" JOIST 'C = 93" JOIST '0' = 137" 9 -11" 'C' & '0' 2r -10" SCALE 3/4" = f'_0" - (2) 3/8" DIA HOLES -(7)L 1/8 X 1 1/2 X 1 1/2 TOP & BOT / TOP & BOT 9' -11" —3/16 X 3 1/2 X PL EA END W /(4) 1/2" DIA HOLES 8 e 7 a (2) 3/8" DIA HOLES TOP & BOT JOIST 'B' = 116 1/2" JOIST 'E' = 138 1/2" JOIST 'B' & 'E' ✓.1rr�.�:- �x10d.s :J�'.: fa�. d!'! �?. b: 9. �S,: 7. �s4 'k�t`�k�UxAS"f � �t9fr�t�''et•, �'. �.r.� ' +� �. *y ,� f. > dJ. `} • � �'.j,•,o ': ry , r ! 1 I r 1 1 t . ..�342�nio - �c.V,�it"�3?3x?'rai'�'t3�`�+! • . � a + . , ': � .....�.� �t,� r a 'kr'' ? �� - "; , :,- , :e. , 11 , - ,. :. �;. • " ��"'_, .`li . r .. T ill Ji llIII1�1111111III!!IIII111I111 111111141.111 111�1j11111�111I111�1111111�11111111111I111I111 +111�11I IIIIIIIl I!! II111111I111I1Il�f l l�'II�111 0 leTHSINCH 1 2 -z 5 6 7 8 v 4 If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 06 6Z 8c: LZ 9Z SZ t I £Z ZZ lZ o 6l 8l Ll 9l el t: i.:l Zl ll OL 6 B L 9 5 7 £ Z l ww 0 ! 111!!II!!I, IIIIII ;III iirhiI i :li�lil!Ii!!III!!LtII!IU!I !Iuhn! !! IIIIIIIIIIII !!1!I I II!! III1111111Illllll�llli l�! IIIII lIIIIIIII!I!I!!!!!�II!!Iliu !IIIhI!IIiIII�IIIII!ii !iii!I!!!! 111 !III!!I�!IIIIII!►I!I!IIIIIIl! IIIII!I!1!II! I ! .. IIIIII N (2)L 1/3X 11/2 X I 1/2 TOP & 8O T - ---- 1/2" DIA-- 1< cse h CONNECTION DETAIL PL3 /16X6 -6" TS 4 X 4 X 1/8 COL 1 • SCALE 3/4' = 1' -0" �-- -- (2) L 1/8 X 1 1/2 X 1 1/2 TOP & BOTTOM CHORD OF JOIST i — PL 3/16 X 3 1/2 X 1' -G" 1 1/8 V <TYP TS 4 X 4 X 1/8 SCALE 3" = I' -0" (4) 4" EMBED f IN CONC 1/8 COLUMN easy PLATE DETAIL SCALE (2) 3/8" CIA HOLES TOP & BOT "l 'rff.,vrio!. _ ' I.l..fI $$ II!111i�111� 111111 I(IIi1111�111 10 11 MADE IN OERMANT 12 S / (2) 3/8" DIA HOLES / TOP & BOT GENERAL NOTES CODE: UNIFORM BUILDING CODE - 1988 EDITION LIVE LOADS TRELLIS LIVE LOAD 10 PSF LA TERAL(SEISMIC) 25% OF LL STRUCTURAJJ Q MISC. S TEEL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: TUBE COLUMNS - ASTM A500, GRADE B(Fy = 46,000 PSI) BOLTS - ASTM A307, UNLESS OTHERWISE NOTED IN DETAILS. ALL OTHER STEEL - ASTM A36 (Fy = 36,000 PSI) DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ALL WELDING SHALL CONFORM TO THE AWS CODES, AND SHALL BE BY WABO CERTIFIED WELDERS. WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. USE DRY E70 ELECTRODES. SPECIAL. CONDI TIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. JOBS! TE SAFETY: THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND /OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, USE WORK, TRAVEL, OR OCCUPANCY BY ANY PERSON. CONDITIONS OF USE: THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE' CONSTRUCTION OF A PROPOSED TRELLIS LOCATED AT EAGLE HARDWARE. THESE DRAWINGS SHALL NOT BE USED IN WHOLE OR IN PART, FOR FABRICATION OR CONSTRUCTION AT ANY OTHER LOCATION WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. WARRANTY: THE ENGINEER HAS USED THAT DEGREE OF CARE AND SKILL ORDINARILY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY MEMBERS OF THE PROFESSION IN THIS LOCALE, AND NO OTHER WARRANTY, EITHER EXPRESSED OR IMPLIED IS MADE IN CONNECTION WITH RENDERING OF PROFESSIONAL SERVICES. FILE COPY JOIST 'F' = 93" JOIST 'F' SCALE 3/e = understand that the Plan Check approvals are su , icc:t to errors and omissions and ap +'ova! 0 !:1E:11s does not authorize the violation any aclopied code or or .nea. " litt t contr&ctr - s copy of approv • • p!a . ac I understand that the Plan Check approvals are Subject to errors and onnissionti; and approval of plans does not authorize the violation of *iv aobt code or ordinance. F ecetnt of contrector'S copy of a1:;:rcvs• ' le Permit No - -1/2' DIA ,f (?) 3 /8' DIA HOLES / (a)L 1/8 X 1 1/2 X t 1/2 /y T & BO T / TOP & DOT cfs tua --- 3/16 x 3 1/2 X PL w /(@DT's /off r ,j APPROVED JUL 1 i BUILDING DIVISION — PERMITCENTER RECEIVED CITY OF TUKWILA JUL 1 1 19:1 cV (4 .5 RUN PER ROOF 3 HAYS 0 12'0' O.C. = 6'0" C. C,'. 12'0" LINE TRUSS (TYP.) (TYPICAL) GREENHOUSE LAYOUT 12'0" — (TYPI • CAL) 3 HAYS 0 12'0" 0.C. 36'0" 0.C. SIDEWALL ELEVA T/QN LINE TRUSS (TYP.) Q GUTTER SYSTEM W/ LDED OFFSET 5 " RUNS R PER ROO 3" SQ. COLUMN (TYP.) W(3,4B1, E L TRUSS 4 --- • • GUTTER SYSTEM 3" SQ. COLUMN (TYP.) W/ WELDED PLAT 2 „CO. ROOF ROOF 1' E r _] i -_'_] C_1 Cl _i L1 LL.i L I [ n ] Lai Ls) PLATE & COLUMN PLACEMENT 0 ,6 ,MS INCH 1 3 4 5 6 7 8 9 10 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. GUTTER HOLE POSITION 3" SQ. COLUMN (TYP.) C 1 L (1 . N D E T .t4 __IL NTS 24'0" (TYPICAL) 2 HOUSE(S) 0 20'0" 0. C. •- 40'0" 0. C. GABLE ELEVATION ,..... .. , ,, ...,�y �,, �.. .. <� ,, y ._.i ..r :t!. ^�'r� •i.C�' F. x.n. 9YY` ,.v» - �s o t ..1<<. '"J'�': '; dii Y.. i ..:. :�eSiFt�e.�£L 3e� y,,,, .: ;' .�.r l.f- -. r'Y'. � ;7 - ..0 ._� dflr+,t '`�,' � - .A„%o-i .� ,�,.. ,a t y, u�+qr`. ,.t <� .J. , .'�, > XiYC'YiL�..� .+ f��A •�Y��.ri9T'li''�b����f ;. ,.: > 't-3. ,. :. M ,. _...r,. �s:.. � c+^.y+a r ,.�.� -, .,.?'�i, �S ..b ,; : y ° ux �i r-",f ... •?c.••j,�. s.• ,; �.-,:-. l'HI I I I I I I I I I p 11 / 111 1111 111 I M S . 1 111 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I PPI I I l I lilli�I�I�III�I�I�I�I�I�I�i�l� ill ;ll!�I�I�Ilili�l�l!I�I�III'I�II � I�IIi�IiI�III�IIIII ,I�I�I�I`I�II 11t�. 12 10" X 10" SQ. PLATE WELDED TO COLUMN (ANCHOR BOLTS BY OTHERS) CONCRETE BASE OTHERS 0 € 6Z 8i Lz 9Z 5 1 i3 ez z tz 0? Gt 81 Lt 91. St 71. EL ZI tt 01, 6 8 L 9 S +i E z t "" 0 IIIII!Ilil illl,l ;Il i!!I!fiil IiliUlU IIII!!!I. 1111!!lilillll!I,II Ii,d;il': ll!I!I!1! !!I!!IIII,IIII!1i,IIIl.!!!IIII III!II!Lli1l!Ililllili!I +I I1II1►111 Iili!Ilil 111111,.1 nlll1lil Iln!lill_ Inilnll lillllll! il1l!IIII illllliil i,illllnI ALLOW 1/2" Or FALL PER COLUMN FOR PROPER WATEr? DRAINAGE. GUTTER SYSTEM 3" SO. COLUMN (TYP.) 10" ,\, 10" PLATE EL NAR N L Ig c7p 1. FNGTH P ' - _J 3" SO. COLUMN (PLACEMENT OF COLUMN ON PLATE MAY VARY) - 9/16" HOLE TYP. OF 4. RECEIVED CITY OFTit KWI A Jul 11 PERMIT CENTER 1 `:Q s Lk.; z Q 9 P z : . <T; 00 [1.1 a c� JOB NUMBER 4078 CITY OF f UKWILA APPROVED J if L i"!'E 1991 , 2 - 6; I' DI DIVISION: