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HomeMy WebLinkAboutPermit 1208 - Paper Craft Specialty Co - Warehouse1DDRESS 2400 6th Avenue South, Seattle PHONE 682 -6292 JAME OF BUILDER McCann Construction Co. STATE LICENSE NO. MCCANC378NO SALES TAX NO. C 178 12495 1DDRESS 950 Andover Park East, Tukwila PHONE 575 -4330 INSPECTION RECORD :OOTINGS BUILDING PERMIT VOID IF WORK IS NOT COMMENCED IN 120 DAYS May 17, 1977 ESTIMATED VALUE COMPLETED WORK $ 270,000.00 OUNDATION 542.00 PERMIT FEE $ RAMING PLAN CHECK FEE $ 352.00 LATE PERMIT FEE $ TOTAL FEE $ 8g4.00 TYPE OF CONST. III N OCCUPANCY GROUP B -2 DATE ISSUED September 17, 1977 F NE 2 USE M -2 EXPIRATION DATE INAL FIRE SPRINKLERS REQUIREDaYes MAX. OCC. LOAD 104 III No CITY ; UKWILA BUILDING DEPAK; .SENT 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 ,OCATION OF WORK / NUMBER & STREET .OT 9 &3 MINER BLOCK 6701 South Glacier Street SUBDIVISION Paper Craft Specialty Co. Southcenter South Industrial Plat IESCRIPTION OF WORK: 29,750 square foot warehouse. THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. CALL FOR INSPECTION BEFORE WORK IS CONCEALED OR POURING CONCRETE PHONE 242-2177 FINAL INSPECTION BEFORE OCCUPANCY APPLICANT McCann Construction Co. BY SUBJECT TO COMPLIANCE WITH THE ORDINANCES OF THE CITY OF TUKWILA AND INFORMATION FILED HEREWITH, THIS PERMIT IS GRANTED. BUILDING DIRECTOR BY oThle PERMIT NUMBER N2 1208 ADDRESS 2400 6th Avenue South, Seattle PHONE 682 -6292 VAME OF BUILDER • McCann Construction Co. /// STATE LICENSE NO. MCCANC378NO SALES TAX NO. C 178 12495 ADDRESS 950 Andover Park East, Tukwila PHONE _575 -4330 ^ _ INSPECTION RECORD FOOTINGS COMMENCED pp U!LDI `'; VOID IF WORK IS NOT IN 120 DAYS May 17, 1977 ESTIMATED VALUE COMPLETED WORK $ 270,000.00 FOUNDATION 542.00 PERMIT FEE $ FRAMING PLAN CHECK FEE $ 352.00 LATE PERMIT FEE $ TOTAL FEE $ JR94. OF CONST. III N GROUP OCCUPANCY B-2 04 T rS5UE0 September 17, 1977 OI 2 USE M-2 ZONE EXPIRATION DATE FINAL FIRE SPRINKLERS REQUIREDZiYes MAX. OCC. LOAD 104 III No .00ATION OF WORK / NUMBER & STREET BLOCK .OT 9 &3 )WNER DESCRIPTION OF WORK: 6701 South Glacier Street Paper Craft Specialty Co. 29,750 square foot warehouse. THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT -OF -WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. CALL FOR INSPECTION BEFORE WORK IS CONCEALED OR POURING CONCRETE PHONE 242-2177 SUBDIVISION FINAL INSPECTION BEFORE OCCUPANCY CITY 1?UKW1LA BUILDING DEPAI 'E 1T 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 Southcenter South Industrial Plat APPLICANT BY BUILDING DIRECTOR BY McCann Construction Co. l2 Og PERMIT NUMBER No 1208 SUBJECT TO COMPLIANCE WITH THE ORDINANCES OF THE CITY OF TUKWILA AND INFORMATION FILED HEREWITH, THIS PERMIT IS GRANTED. CITY OF •fil" BUILDING DEPARTMENT TYPE. OF , INSPECTION /-t A .M. INSPECT P.M. CONTRACTOR Date. ej 50, (41ej4 /e . LOT .. NEMMER i D� NO. NUMBER /PI c e fPyN REMARKS )DRESS r ' it ©0 ..... I .r- @ U'Q.- $ o -- PHONES ��i� !/ -- \ME OF BUILDER . ,N( e C .2 -, ,, C a'+. S - L-a STATE LICENSE NO. /y �,C�,Ve•- 378�Yc SALES TAX NO. C/ 7e- _ /',� / 95 )DRESS 1 5 A- ei U (,, •..2 -7/ P4 I.. ___ a- s 1 APPLI CATI ON FOR BUILDING PERMIT • ESTIMATED COMPLETED PHONE 5- 7,, 4 33 G . VALUE 0 WORK $ g 70/ 000 RECEIVED - . CITY OF TUKWILA APR � BUILDING DEPT. PERMIT FEE $ S , PLAN CHECK FEE $ S -- °7--) LATE PERMIT FEE $ TOTAL FEE 1) I $ y ?7: U?J TYPEOF 1 CONST OCCUPANCY GROUP DATE TODAY FIRE ZONE USE ZONE. A4 FIRE SPRINKLERS REQUIRED MAX. OCC. LOAD / 0 7 • -- !Yes No CITY Or TiliMILA BUILDi 1C DEPARrilENT 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 )CATION OF WORK / NUMBER & STREET / 70/ , a cr f /t 6 s Q - so - CA. c / Y K . )T IBLOCK 74 3 VNER a l''LP a' SUBDIVISION 'r / Ca SCRIPTION OF WORK: 11 • d WA 1 27 ,yus Z- gAME OF TErsmil :–.__ 7 Po Y G ? Z.F 7 5 A'c� [�]l p oi NATURE OF BUSINESS: c?,-v .o h c' S P / 5 7`y, b ce Lcr,".—. G 4..0 .-,•t 7� 7/ TlllS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT -OF -WAY OR ON UTILITY EASEMENTS. SEPARATE. PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, //EATING, VENTILATING OR AIR CONDITIONING. I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. APPLICANT A d C C q, 7 e-p . /...- BY 1 . ' 71.:34: w f D raw zmitsti llA iDa ... - ; APPROVED , MR CONSTRUCTION SUBJECT TO. CORRECTIONS MOTiD IN RED • .........4.••=w4.4......amorpe...4 Ust .5 ZE ....... j........4/L,...'......., ............... FIRE TypE CONST. ...1L---,..„......,.... • ......i.......:.00,CU:::;Ar...;t:..7.._._ DATE . INITIAL PLAN:NIN'7) ,•■■■■••■•••■••/./. FIRE ' i PUBL IC WORKS i i _ ___ . BUILDING '. iS"), i Ag?__ i I l e • t - 4 PoicilOPERTV LiN4 80 I CIEE4 STPIELT WITH 10 LIT I L. IT Y EASEIVIEN ON BOTH 810 - t • PUESLIC Areceess to *$'9P•MMII6.4018$1111.11 ;ad . • „ OLNe NIPIC AVE SOUTH 10' UTILITY EASEMENT TYPI9et„. BOTH SIOEIS ,, –__ .../ 20 RAILROAD EASEMENT r•■•••••••100/1 1010.111=0 WEST 4 BLDG. ‘, 300 .1111•11•1,114 MOO.. 1 • i .. % VALLEY • — Cal i .00 ,••••••■••■•■•■■••■•••••■••■■• ^ • ■ 1411M1,4144MW oroworbiroommorm.,6000 414114 ...C. >to ......1■••■••••■•••■••• • me.....••••••••••••*1*.........4.1.1os.....Now,w4.4.w aooko•tow.4.****,set.o..... =A8CADIE AVENUE SOUTH r 4 t...4E. I ' 7 • ARGI-IWAY V CA. 1 4 :esedg. ot•I " -466- It ars ' a siaielelfOt oof. e ViaLl.t•tive-it 6 lc Is! oliN4 rirP („p'r-trysil Wrk 4001 Vf.. Ofq X;t-Thgit. Ntpwi acEj i No-okle*-4. aft.IINNO00.••••■• ••••••.••••■■•• ic.31 ". • • "" • • • • • ■.,••••••••,...........,••••■•••—•,,llormo 4 viwtmwtawirtn•ViOVIVIliMEMOUP MINUR LEG el4r44:%6 i6 May 1977 McCann Development Corp. P.O. Box 88314 Tukwila, Washington 98188 Dear Sir: GC/cw Gary Crutchfield Assistant Planner Mayor Dir, OCD Ottli Off Dear Al, CITY of TUKWILA 6230 Southcenter Boulevard Tukwilva, Waahintort 98188 (206) 242-2177 Please include these comments mentioned project. JH:vma cc:TFD file a 7- 7 It.h'N ‘;.a.4coplas F PL:rvale,r7 EI22:j its‘oad'A c.e4 r4C.4 ?*4 •e+A rn OFF ICF. cyst C...0M1vILINFI DEVELOPMENT • e, , A04444 00. arrf r3t..11 Ete•gotM 69 . 3.1#1.45 4 0-0," li i ..‹..at... ...ime. . G4 4 C,.(.4v44.43Z6 c,..I0, 4; kwiantIU r4-ar..)1° James Hoel lire Marshal 1:7a c27, h 7o.•+,44,1V LAT Ff).- 5:14.4wit-4C Isaa.gla•arcol..04/.. aloomumw•Oomegool., The Tukwila Planniog Commission, at a Special Meeting conducted 11 May 1977, reviewed the plans submitted for your Project #362 located in South- center South Industrial Park. The Commission, sitting as the Board of Architectural Review, approved the plans for Project #362 with following stipulations: 1. RelOcatien of two parking stalls from rear corner of lot to front parking area. 2. Treatment of west yard with live groundcover. 3. Architectural screening of roof-mounted equipment. 4. Complementary exterior treatment of elevations. Planning Commission reviewand approval of detailed landscape plan prior to issuance of Occupancy Permit. Application for Building Permit must reflect these stipulations and it is suggested that landscape plans be sumitted to this office at least 30 days before intended occupancy. Sincerely, mentioned project plans, please note In reviewing tlfe above the following items: 1. Hose stations are requirad pv City Ordinance #730. 2. Fire hydrants are required as detailed in City Ordinance #729. (one additional hydrant required at the S.2. corner of the bldg ) in your review of the above Yours iiary truly, • vk :ESE AREA LANS. d. ifI • e't ti4v4el- ftep iafroo.ted merg24,- 1.1 10 V ..06,0•10100.0006 o" ST (URAL PLAN R1 VVI COMPLIANCE L. aliS 23-29 Or ...t„ E B. RiCHAL SM1 CONSULT/NG STitu... aw,...e.40 • •••• ,••••■•■•••••••••■•• in••••••**•• ii*•••••••••■•••••■•••• ••••••••••••••••• ■••••■•■•••••,..••••••■•• 00 vw—ts WO. 01.W.0 ier ■•' ••••.' "t ;. 444 44064140 Fl PL:NANC) PVC%V 4 PuBLiC e AC:Z.:Wit; ARraA - Aa...4 14 VA.1.4,14 Ve 4 44(44-r..44k44 - 11g447i406.4: 7 44- , Mot vealgin4404 'irs;4 kAr C,cs NA4C-iezi4 vv IV -,v1644A e 41.• ria sex.,,P PL,fre4 pi.A044 , C3P.AWINC4 IND acr 01.4 eDP ic; es f;; W4 00 6 , iar4 0 111 4 0: F 4.1 1 % . : ; C e r g 1411 4 4:4 pe,..7,4,11....45 F-c.,, r7"°r; t.,!04 p$ PL0 P idlikNoNt,a0 ; of tee ''Vet 1 Seeehceoter Seeth Indusrie:. 97 of elate, ekes 22 to 25, re nf K!rg ej vAtti jOilvio.+61 corner of said Lot 9; t E is 1 1 I. SOi0 9 vt diSt:11ILL. 01 III 0( I.ugri,n:ne.: Lorrh i sold Lir 3 a Jist..ice • r utheascerly along curVta t, tho 1vIt, ceutcr heere rndius of 459.28 feet an arc distance of 25.,.!.8 f 30 distance :If i5,Th feet to he soeth line ol Ts 4 - Op to REVISON& 7 4. 7'7i I I*4 I at 0.41./VANI v That portion of ;(.LS 9 end Park as recorded in Volume Wshin..4tou desorib beginning at thrt northweat Thenee South 88°9'10" Eas 64.4 feet to nt! true poi Thence ...ntinuin South north lie IhenL:e North 66 feet thro Tilence So said LoZ Thence No Thence No caid Lot Reservieg may be ce egress,e lines, an which may pal servi strip eef described beginnirig westerly 29'49" at having ueh e central angle co ath 1.1. Wet a 9; rth 88 West al rth Ci Eat a 9 and the true point aneasement for rail ossed and recrossed b anitary sewer lines, d other underground u inclede fire protect ces over that portion land 10 feet in width curved line: at the northeest or along a curve to the East, having a radius of 459.28*fct an arc distance of .245.48 fee: a central angle of 30°37'28". Reserving an easement for railroad purposes ever ';he south 30 feet thereof. Situate in the City of Tukwila, King County, Washington. Containing 68,345 square feet or 1.569 acres 517 Fol,„,4;64:4. ; rico 4174144:44,444•11044411440 "IIIMMMMOWAIMIO.000=1,4M0004$01110601104100400C10,0001M1W 411110111MMCINION111111001.1.611111111111111011104.$11WINIPIIIIIIMSNOINOMMILIIIM•r• 000000001 =rj Contractor shall verify all dimensions and building conditions before commencing Genera] Contractor uhall coorinte with his subs all bases, cue as required for mechanical and electrical equipement. 4 VVIMWTV VALLEY 84TH AVE S. ong said 5cuth line 6istance of 317.32 feet; distance of 2 feet to the north line of of beinnin, road lead track and imdustry spur tracks whreh y grnte(., its heirs and/or assigns fl ingres6, water lins, storm sewer, undergroued telepho tilittes, and further for general pehlic use ion, p)lice prctection and other public menici- of the above described trac`. lying within a eouthwesterly of end adjaeent to the fo110eine net* ef the above described tract; Thence south- left, the center of which hears North 6629'49" Se? IS7 SP:C.., P. SEC. 38 • ht. VICINITY P 4 0Z0 V V 4000 - 8 S and access openings' . Chamfer all right angle corners on exposed concrete walls except where flush 4. : h: nform with applier codes and regulatios. . VV 'See mech.nical shop drawings for location and ie of roof openings for mechanical equipment. t!. 6. Chemical fire extinguishers N.I.C. (ot in cotrat). 7. All.tud walls and partition, includig lexred spaces shall be fireetoppen per code. b. General Contractor shall furnish and install approved protective pipe guards around P.1. valves, Fire powirtment connections, electrical trensformers ad gas meters. 9. V All doors, including exits, shall be mauked per OSHA Stndards. lie l(L Exit door hardware shall conform to U.B.C. Section 3303 (C). 11. Complete fire alarms, hose statons, sprinklers and extinguisher layouts shalf be submit- ted per separtate permit and approval of the Washington Survey j.nd Rating Bureau and the Tukwila Fire Department. Fire lanes, hydrant location and protective devices shall he submitted concurrently kor requireel approvai,s. 12. Mechanical and 1 al systems e including exterior surfac andsubgrade,improvements, shallbe submitted £o8eparat4 permit. CITY TUKWILA co 1 1Les0.0.000mmott.,01.1. ALER.ED H. CROONQUIST A41.A. & ASOCATS, ARCIKTECTS 2820 SEATTLE FILS‘f NItTIONAL SANK BUILDING SFAIIII.C. WASHINGTON 92154 V PHONE 206- 682 - 2690 4 1001,01.100/11001000100100100 ■ilg the , I oi•■••••■•••*11••••••••• .••••••••••••••••••■•••••••••••••■■ V. :17 Y OF RE rtITOISI •106.001100m0"..... 4 rJ 4e • . v s roof plan site plan curb details floor plan room finish schedule door schedule office plan exterior eleations building section office plan ALFRED N. CROONQUIST A,L. a ASSOCIATES, ARCHITECIS wall sections details details ARID H. CAOONQUIST A.I.A. & ASSOCAIXES. ARCHITECTS 2320 SAATTSII MST RATIONAL SANK 14U11.0iN0 200 PSI 500 PSI MEMBERS MARK AMC . BEAMS , COLUMNS . SUBMIT ROOF LL WIND EARTHOUAKE SLAB ON GRADE SOIL HARING GENERAL NOTES 3. REINFORCING STEEL SHALL CONFORM *TO AM A615- 03 BARS frEFINT IN FIELD, BARS TO BE WEEDE DRAWINGS SHALL BE GRADE 40. MESH SHALL CONFO PROVIDE CORNER BARS AT ALL WALE AND roOlANG I HORIZONTAL REINFORCEMENT. LAP ALL CONTINUOUS DIAMETERS OR 2'-0" MINIMUM. ALL HOOKS AND BE BARS SHALL CONFORM TO AC I 318-71 UNtESS SHOWN ALL WELDING SHALL BE DONE BY AWS CERTIFIED WE ROOF PURLINS: DOUGLAS RIR DENSE NO. OR DOUGLAS FIR NO - I, BERKELEY JOISTS:2 x 4 DOUGLAS RIR NO. 1 4. EMBEDMENT OF REINFORCING Sigl. SHALL BE AS FOLLOWS: UNFORMED SURFACES AGAINST EARTH FORMED SURFACES AGAINST EAP . . • . . • • SURFACES EXPOSED TO WEATHER--BEAk OR COLUMNS . . PRECAST PANELS, UNLESS NOTED 01HERWISE ••• CONCRETE CONSTRO SEARL BE SUPERVISED BY A QUALIFIED INSPECTION 2 CONCRETE SHALL ATTAIN 28 DAY STRENGTHS AS FOLLOWS: PRECAST CONCRETE, f'c 3,000 PSI. THE MIX SHALL TAN 5-1/2 SACKS OF CEMENT . PER CUBIC YARD AND NOT GALLONS WATER PER SACK OF CEMENT. ALL. OTHER CONCRETE, f'c = 2,500 PSI. THE MIX SHALL CON1AIN NOT LESS THAN 5 SACKS CEMENT PER CUBIC YARD AND NOT MORE THAN 7.4/1 GALLONS WATER PER SACK OF CEMENT. 72, GRADE 60; EXCEPT D AND BARS SHOWN ON RM TO ASTM NTERSECTIONS To MATCH REINFORCEMENT 36 BAR NDS Or REINFORCING OTHERWISE ON' PLANS. LDERS. SHALL B FABRICATED IN CONFORMANCE W 25-11. EACH MEMBER SHALt BEAR AN SHALL BE ACCOMPANIED BY AN AITC CERT SHALL BE DOUGLAS FIR COMBINATION "22F SHALL BE DOUGLAS FIR, COMBINATION I, ROMRIRRTE SHOP DRAWINGS PRIOR TO FABR 25 PSF 20 PSF ZONE 3, K A 1.33 2" CLEAR 1-1/2" CLEAR , CENTERED 5. STRUCTURAL STEEL, INCLUDING PLATES ANO ROLLED SHAPES, SHALL CONFORM TO ASTM i0 PIPE SHALL CONFORM TO AS1M A53, GRADE B. BOLTS SHALL CONFORM TO ASTM A307. 6. PRECAST CONCRETE MEMBERS SHALL BE ADEQUATELY BRACED UNTIL ALL FINAL CONNECTIONS HAVE' BEEN COMPLETED. CONNECTIONS, INSERTS AND AEINFORCE MENT SHOWN ARE FOR SERVICE LOADS ONY. CONTRACTOR SHALL PROVIDE ANY EXTRA REINFORCEMENT, INSERTS, LIFTING DEVICES ETC., REQUIRED FOR HANDIANG AND ERECTION. 8. FRAMING .LUMBER SHALL CONFORM TO WCLIB GRADING AND DRESSING RULES CONTATN NOT LESS MORE TI.tAN 5- 3/4 9. Roor PANEL PLYWOOD SHALL BE 5/8" C-C (5 LAMINATIONS) OR 1/2" crRucTuRAL LAMINATIONS) UBC STANDARD WO. 259. (PANEL1.. INOEX 32/16). FOOTINGS SHALL BEAR ON SOLID EARTH AT LEAST 18" BELOW LOWEST AOJACENT TTWTSNED GRADE ONLESS SHOWN OTHEWSE. PILASTER TIE HOOKS SHALL BE 135 TURN PLUS AK EXTENSION 4" AT THE FREE ENDS OF THE BAR TYRICAL FOR ALL PILASTCR 12. DESIGN CRITRRIA (UNIFORM BUILDING CODE, 1973 EDITION) structural plan review foundation plan roof framing plan diaphragm nailing panel layout elevations 7 GLUED LAMINATE STANDARDS Ng. IDENTIFICWOR OF CONFORMANCE Fb =2,200 PSI F FRAMING TIMBER 16 AS FOLLOWS A • ALL OTHER CONCRETE, fie A 2,500 PSI. THE KIX SHALL CONTAIN NOT LESS THAN 5 SACKS CEMENT PER CUBIC YARD AND,NOT MORE THAN 7-1/2 GALLONS WATER PER SACK Of CEMENT. 3 • REINFORCIMG STEEL SHALL CONFORM TO ASTM A615-73, GRA BARS iFIT IN FIELD, BARS TO BE WELDED AND B DRAWINGS SHALL BE GRADE 40. MESH SHARD CONFORM TO A PROVIDE CORNER BARS AT AIL WALL AND FOOTING 1NTERSEC HORIZONTAL REINFORCEMENT. LAP ALL CONTINUOUS REINFO DIAMETERS OR 2'-0" MINIMUM. ALL HOOKS AND BENDS OF BARS SHALL CONFORM TO ACI 318-71 UNLESS SHOWN OTHERW UNFORMED SURF. FORMED SURFACE SURFACES EXPOS PRECAST PANELS 5. STRUCTURAL STE TO ASTM A36. SHALL CONFORM 6. PRECAST CONCRE ONNEC7 IONS f1T r4ENT SHOWN ARE EXTRA REINFORC HANDLING AND E 12. DESIGN CRITERIA (UNIFORM BUILDING CONCRETE CONSTRUCTION SHALL SUPERVISED BY A QUALIFIED INSPECTION CONCRETE SHALL ATTAIN 28 DAY STRENGTHS AS FOLLOWS "RECAST'BCOMERETE', f'c A 3,000 PSI. THE MIX SHALL CONTAIN NOT LESS THAN , 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND NOT MORE THAN 6-3/4 GALLONS WATER PER SACK OF CEMENT. ROOF PURLINS: DOUGLAS FIR DENSE NO. 1 OR DOUGLAS FIR NO. I BERKELFY JOISTS :2 x 4 DOUGLAS FIR NO. 1 ROOF LL WIND EARTHQUAKE SLAB ON GRADE SOIL BEARING CES AGAINST EARTH .; . S AGAINST EARTH ED TO WEATHER--BEAMS , UNLESS NOTED OTHERWISE D MEMBERS SHALL BE 25-10 AND 25-11. MARK AND SHAft BE . BEAMS S BE , COLUMNS SHALL BE • SUBMIT COMPLETE FABRICATED U EA MEMBER ACCOMRANIE DOUGLAS EIR DOUGLAS FI CODE 1573 EDITION) 25 P5f 20PSF ZONE 3,-K 350 PSC' 2,000 RSF DE 60, EXCEPT ARS SHO STM A18 TIONS T RCEMENT REINFOR is:. ON ALL WELDING SHALL BE DONE BY AWS CEPTIFIED WELDERS. 4 E9EDMENT OF REIN STEEL SHALL BE AS FOLLOWS: O 0 CLEAR YIN ON 5. 0 MATCH 36 BAR cicip PLANS. . . 2" CLEAR .. . . . 11/2" • CLEAR ▪ . .. .. CENTERED EL: INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORti STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B. BOLTS TO ASTM A307. WOMMOMOMMIR TE MEMBERS SHALL BE ADEQUATELY BRACED UNTIL ALL FINAL VE BEEN COMPLETED. CONNECTIONS, INSERTS AND REINFORCE- • FOR SERVICE ONLY. ,CONTRACTOR SHALL PROVIDE ANY EMENT, INSERS, LIFTING DEVICES ETC., REQUIRED roR RECTION. IN CONFORMANCE W SHALL BEAR AN Al D BY AN AITC CERT ComBINAliON "22F R, COMBMATION 1, ?GS PRIOR TO FABR N AND DRF.SSING R :LYWOOD SHALL BE 5/" C-C (5 LAMINTI)NS) P LAMINTIOS) UBC STANDARD %O. 25-9. O. FOOTINGS HALL BEAR 04 ScLID EfRTN AT LEAST 1' BELOW LOWEST ADJACENT FINISHED GRADE UNLESS SHOWM O 11. PYtASTER TI! HOOKS SHALL RE 15 TURN P.US AR EXTE4SON:4" AT THE FREE ENDSOF THE tAR TYPICAL tOR ALL PILASTER. foundation plan roof framing plan diaphragm nailing elevations pilaster