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HomeMy WebLinkAbout064-400-010lr E'bF - Ed' 0 FIELDED tel. WMES f ' up -film O _ 4 - '114 T€X ST'S .Xk �Aw t 114,xrxx4a MAIC SEI 3MIC PIER Not x Sccte C.P. 'SEISMI It 1_ sai3ik1L ICLTS MR TYPICAL BEAM CONNECTION t 2. WE ZONE a AbLom roil .:K By 4 if:. -w My. .. 140 kF'.. TMAL LOAD Som pmMUM 4. ALL 10I ANZ FW Foa SOIL mamGs. An D39mm LOCAL Som commolm f k` AND WIL BE �5. j z C ST. AM A36 Tmpm TO spmmu f. EI DOUBLEPLAN MOBRZ COACH lr E'bF - Ed' 0 ® FIELDED tel. WMES f ' up -film O _ 4 - '114 T€X ST'S .Xk P MMUyWMa WWaMrMMWM CO J 114,xrxx4a MAIC SEI 3MIC PIER Not x Sccte C.P. 'SEISMI It 1_ ® FIELDED tel. WMES up -film O _ 4 - '114 T€X ST'S coolc P MMUyWMa WWaMrMMWM CO J 114,xrxx4a PLAT[ S+ 1111E 4 o Vr sai3ik1L ICLTS MR TYPICAL BEAM CONNECTION ® {s ■■`,jj 26 _ _ P MMUyWMa WWaMrMMWM CO 44t-,��.,�.Jt, - F ,... S �. ik � Ma U' VnM Loa MM MUM Bunanm t 2. WE ZONE a AbLom roil .:K By 4 if:. -w My. .. 140 kF'.. TMAL LOAD Som pmMUM 4. ALL 10I ANZ FW Foa SOIL mamGs. An D39mm LOCAL Som commolm f k` AND WIL BE �5. � z C ST. AM A36 Tmpm TO spmmu f. 2/4' A _ itIt y� 1/1T79 s ALTERNATIVE, PLYVOOD ' j ,P.A. 0'v mU�JAION JFEL E NOT TO '� AL `. _ .,.....,>.........«.. ..._.- « ,.: ....... _- . '__..t.7,.. . r., .. .,..,...,. .. v�. . tt'i.oar, Witt..: �,�t �. - k,:..,.«.. ,.f::*..�; i_,. , , ,..�,..._-:;�- ,.as,.4i• .,., a-+.a....:_-,i._.,,x...,....r... ,. ,. 4 M,�i., ,c . t . c i f ,,a�K , .... :. , 6dr WOOD: 25/32 No. 16 ga. 1 a No t g . ° Bd 2x STUDS EQUAL TO OR CESS THAN 8' HEIGHT SHALL BE DOUG -FIR /HEM -FIR STUD GRADE No. toga. ° OR BETTER 29. Interior paneling 2x STUDS GREATER THAN 8 HEIGHT SHALL BE DOUG- 4o a DOUG -FIR / }IEPrI-F1R No. 2 OR BETTER, 1/4' 4x LUMBER HALL B - S E DOUG FIR No 2 BTR. - _ 4d . OR a 3/8, _ BTR DOUG -FIR 6d Gx LUMBER H r R ,- RS Al_LBED O F J,, IRNo.IG..B,. _., L - G U Lt M BEA ,. MS SHALL L BE 24F V4 DF/DF GRADED: e ..„. 00 _ F loofas. PLYWOOD -APA PRODUCT - O U-• CT STANDARDP PSI -83. S 3 FLOORS, t 4 ROOFS AND SHEARWA_. LS SHA,., a Common or box halls may be used except where otherwise s:tatad. BE C -C C -D Nails spaced s N Is pace at 6° oc. at edges, 12° oc. at Intermediate _..._s..0._P_P.arts except 8' a.. t .al.l supports. WOOD FRAMING CONNECTORS SHALLALL BE SI1viPSON Oh Prn truer FN -r L E G E Ar D 1-4 W 0 E.t'ISTI.�JG .-ILL. T RE,+,la1N NEW WALLS TO BE CONSTRUCTED -------- AMMONS L -1-11,E)":-1 TI, N �J� W r i a.` .i J ' Connection Nailing' 1 1. Joist to sill or girder, toenail 3-8d 1 2. Bridging to joist, toenail each end 2-8d ( 3. 1'x6' subfloor or less to each joist, face nail 2-8d 4. 5. Wider than 1'x6' subfioor to each joist, face nail 2' subfoor to joist or girder, blind and face nail 3-8d 2-16d STRUCTURAL SPEIC T I©N J 6. Sole plata to joist or blocking, typical Face Hall 16d at 16° oc. Sole plate to joist or blocking, at braced panels 3-16der 16' oc. P a ALL CONSTRUCTION SHALL COMPLY WITH THE 1994 UNIFORM BUILDING, MECHANICAL, s+ { 7. Top plate to stud, and nail 2-16d PLUMBING CODES AND T}IE 1993 ELECTRICAL CODE, r 8. Stud to sole plate 4-8d, toenail or 2-16d, ' 9. Double studs, face Hall end nail 16d at 24' oc. CONCRETE: ' 10. Doubled top plates, typical face nail 16d at 16° oc. 4.• Double top plates, lap splice 8-16d ' ALL CONCRETE SHALL BE A FIVE SACK MIX WITH A. MINIMUM COMPRESSIVE STRENGTH OF 11. Blockingjoists or rafters to to late toenail between 1 P P 3-8d ;. 2,500 psi AT 28 DAYS _ 4 g; ° 12. Rim joist to to lata toenail 1 P P 8d at oc. y PORTLAND CEMENT. -TYPE I, ASTM C 150-85a ASTMC595-86.� k . 13. To latex laps and Intersections face nail P P P 2 16d ; CONCRETE BY VOLUMETRIC BATCHING AND CONTINUOUS MIXING -ASTM C685-86 14. Continuous header, two places 16d at 16° oc. along a REINFORCING ASTM A6t5, GRADE 40 : - .'• 15. _ Callingjoists to lata toenail each edge - -8d f WIRE FABRIC - ASTM A185, 6x6x10 GA. - _ 16. Continuous header to stud, toenail Bd at 6' oc. i 17. Ceiling joists, laps over partitions, face nail 3-16d 18. Calling joists to parallel rafters, face nail 3-16d MASONRY: ;. 19. Rafter to plate, toenail 3-8d � 20. 21. 1 brace to each stud and plata, face nail 1°x8° sheathing or less to each bearing, lace nail 2-8d 2-8d INDIVIDUAL.BLOCKS SHALL HAVE A MINIMUM COMPRESSIVE S'[RENGT}I OF 1900 psi PRIOR , 22. Wider than 1'x8' sheathing to each bearing, face nail 3-8d TO BEING PLACE ON THE JOBSITE. BLOCK SHALL BE GRADE N-11 ASTM C90-86 i 23. Built up corner studs 16d at 24° oc. a MASONRY GROUT SHALL BE A SIX SACK MIX WITH A MINIMUM OF 2,000 psi AT 28 DAYS AND 24. Built up girder and beams 20d at 32' oc. at top CONFORM TO CHAPTER 21 OF T}IE 1994 UNIFOItM BUILDING CODE. NO ADMIXTURE S and bottom and SHALL BE USED UNLESS APPROVED BY T}IE DESIGN ENGINEER AND BUILDING d -20d at end staggered 2 s DEPARTMENT IN WRITING, TING. I and each splice a p + MORTAR CEMENT 5f -TALL BE OF TYPE, M OR S, ASTM C150-853 MEETING 1,500 psi AT 28 DAYS. i 25. 2' planks 2-16d at each bearing 9 ., 26. Wood structural panels and particleboard: y STEEL: ',. Subfloor, roof and wall sheathing (lo framing) ,- 1/2° and lass 19132'•3/4°8d 6d9 or 6d' ANCHOR AND MACHINE BOLTS - ASTM A307 -82a p ° 8d ' n s STRUCTURAL STEEL- ASTM A36-8Ia � tom;" CEJ i C� N t 1 1/8 -1 1/4 10d or ed WELDING OF REINFORCING F ORCING STEEL, METAL INSERTS AND CONNECTIONS IN REINFORCED I Combination bll su oor underlayment (lo framing) 3/4' less CONCRETE CONSTRUCTION SHALL COMPLY O LY WIITH AWS D1.4-79 ea _- and - 7!8 1 Gds e ALL WELDING SHALL BE PERFORMED BY AWS ERT C IFLFDWELDERS-ANSUAWSDI.1-90` 1 1/8'- 1 1/4° 8d'REINFORCING a s 10d or ed WELDING HAL B F I SHALL E PERFORMED BY WELDERS CERTIFIED T(? WELD I 9 27. Panel siding (to framing) ° c REINFORCING. - ° WELDED REINFORCING G SHALT. BE ASTM A706 1!2 or less 6d GRADE 0R MILL CERTIFICATES MUST BE 5/8° 7 ®d o SUBMITTED EQUIVALENT, LEC SHOWING CARBON _QUfVAL�NT, AND E70Xk ELECTRODE TO USED WITH s I �j , 26. Fiberboard sheathing: 500 DEGREE PRE -HEATING. •, ;, , ten. 112. No. 11 ga. s •.�" 4 6dr WOOD: 25/32 No. 16 ga. 1 a No t g . ° Bd 2x STUDS EQUAL TO OR CESS THAN 8' HEIGHT SHALL BE DOUG -FIR /HEM -FIR STUD GRADE No. toga. ° OR BETTER 29. Interior paneling 2x STUDS GREATER THAN 8 HEIGHT SHALL BE DOUG- 4o a DOUG -FIR / }IEPrI-F1R No. 2 OR BETTER, 1/4' 4x LUMBER HALL B - S E DOUG FIR No 2 BTR. - _ 4d . OR a 3/8, _ BTR DOUG -FIR 6d Gx LUMBER H r R ,- RS Al_LBED O F J,, IRNo.IG..B,. _., L - G U Lt M BEA ,. MS SHALL L BE 24F V4 DF/DF GRADED: e ..„. 00 _ F loofas. PLYWOOD -APA PRODUCT - O U-• CT STANDARDP PSI -83. S 3 FLOORS, t 4 ROOFS AND SHEARWA_. LS SHA,., a Common or box halls may be used except where otherwise s:tatad. BE C -C C -D Nails spaced s N Is pace at 6° oc. at edges, 12° oc. at Intermediate _..._s..0._P_P.arts except 8' a.. t .al.l supports. WOOD FRAMING CONNECTORS SHALLALL BE SI1viPSON Oh Prn truer FN -r L E G E Ar D 1-4 W 0 E.t'ISTI.�JG .-ILL. T RE,+,la1N NEW WALLS TO BE CONSTRUCTED -------- 4 :..YISTlNG :W.avL4 TO BE REMOVED a L -1-11,E)":-1 TI, N �J� W 1-4 ! { r i a.` .i