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HomeMy WebLinkAbout0267.98.0co rn L0 r N 0 L0 i 0 TRUSS ELEVATION r CONT 2X4 LATERAL BRACING LAID FLAT & NAILED TO TOP OF BOTTOM CHORD —SEE PLAN FOR LOCATION 1/2" / FT. SLOPE Tv LOCATION OF DIAGONAL T A BRACING SEE DET. 5 /AD1 A 2 1 28' -11" TRUSS ELEVATION 1 TRUSS T -1 (T -2 DOUBLE TRUSS SIMILAR) CONT 2X4 LATERAL BRACING LAID FLAT & NAILED TO TOP OF BOTTOM CHORD —SEE PLAN FOR LOCATION 1/2" / FT. SLOPE Tv LOCATION OF DIAGONAL T A BRACING SEE DET. 5 /AD1 A 2 1 _ 31' -5" TRUSS T -3 (T -4 DOUBLE TRUSS SIMILAR) &„v ­u. UL_w%lfxlllw ELECTRICAL PANELS ELECTRICAL PANEL FRAMING PLYWOOD ROOF DECK ROOF TRUSSES --�� 1 Od 0 6" O.C. 2x6 SOLID WD. BLK'G 1/2- PLYWOOD W/ NAILING PER Q IN SHEAR PANEL r' SCHEDULE, E.N. TO BLK'G., TYP. co 2 -26 CONT. TOP PLATES 0 U SHEAR PANEL DETAIL 1 " =1' -0" PLYWOOD ROOF DECK ROOF TRUSSES —i q- FRP OVER 1/2" PLYWD. (TYP) ELECTRICAL PANEL 2X BLOCKING FOR CHOPPER SHELF — SEE DET. 9 /AD2 3 1 SHEAR PANEL DETAIL 3/4 " =1' -0" I 1 2x6 SOLID WD. BLK'G 1" =1' -0" 1 2 1 TRUSS GENERAL NOTES 1 O 0 6" O.C. —' 13, -0' 2 -24 CONT. TOP PLATES — TO TACO BELL AND THE ENGINEER OF RECORD, PRIOR TO HANG W/ A35 0 EA. TRUSS INSTALLATION. 1/2- PLYWOOD W/ NAIUNG -- co PER 0 IN SHEAR PANEL Q SCHEDULE, E.N. TO BLK'G., TYP. In 3. 6" NOMINAL THICKNESS FRAMING MEMBER SHALL BE DOUGLAS 3 1 SHEAR PANEL DETAIL 3/4 " =1' -0" I 1 2x6 SOLID WD. BLK'G 1" =1' -0" 1 2 1 TRUSS GENERAL NOTES " 1. TRUSS DRAWINGS ARE PROVIDED FOR CONCEPTUAL DESIGN ONLY. 13, -0' ENGINEERED DRAWINGS & CALCULATIONS SHALL BE SUBMITTED TO TACO BELL AND THE ENGINEER OF RECORD, PRIOR TO T -1 INSTALLATION. 0 2. 4" NOMINAL THICKNESS FRAMING MEMBERS SHALL BE DOUGLAS FIR 12 OR SOUTHERN YELLOW PINE #2 W/ A MINIMUM FIBER STRESS OF 1250 PSI. In 3. 6" NOMINAL THICKNESS FRAMING MEMBER SHALL BE DOUGLAS NO' FIR 11 OR SOUTHERN YELLOW PINE #1 W/ A MINIMUM FIBER CD STRESS OF 1300 PSI. TO 4 ON 4. ROOF CONNECTORS SHALL BE SIMPSON STRONG —TIE. Q =J -Q�z LA, 5. TRUSSES ON SITE PRIOR TO INSTALLATION SHALL BE STORED IN A VERTICAL POSITION WITH SUPPORT POINTS PROVIDED AT FINAL BEARING POINTS AND BRACED TO AVOID TIPPING. 6. INSTALLATION OF ALL TRUSSES SHALL BE DONE USING A SPREADER BAR WITH A THREE POINT VERTICAL PICK AND CARE L.LJ IS TO BE USED IN LIFTING TO MINIMIZE HORIZONTAL BENDING, 7. IMPROPER HANDUNG OF THE TRUSSES AS NOTED ABOVE AND IN THE SPECIFICATIONS SHALL MEAN REMOVAL OF THE TRUSSES FROM THE JOB SITE. 8. DOUBLE TRUSSES TO BE NAILED TOGETHER W/ 10d 0 12" O.C. EACH SIDE, TOP & BOTTOM CHORDS & WEBS. 9. SEE DIVISION SIX OF THE SPECIFICATIONS FOR DETAILS ON LL TRUSS MANUFACTURING AND NAILING. MEMBER S C H E D U L E (SEE TRUSS ELEVATIONS) 0 O 2x6 NO. 1 KD S.P. (MC 19 DF) O 2x4 NO. 2 KD S.P. (MC 19 DF) 0)U (y) HVAC UNIT #1 T NET WEIGHT OF UNIT 1254 LBS. NET WEIGHT OF CURB 119 LBS. TOTAL WEIGHT 1473 LBS HVAC UNIT #2 NET WEIGHT OF UNIT 1254 LBS. NET WEIGHT OF CURB 119 LBS. TOTAL WEIGHT 1473 LBS KEY NOTES: O ALIGN BLOCKING WITH EXHAUST HOOD DUCT. SEE DETAIL 1/Hl O CONTINUOUS DBL 2x6 TOP PLATES, SPACE AS PER 2/A5 & HANG W /A35 AT EACH TRUSS. SEE SECTION XX /A8 FOR SHEAR BLOCKING DETAIL O SEE DETAIL 2 /SD1 FOR DBL TOP PLATE SPLICE. DO NOT SPUCE AT DRAG STRUT CONDITION. ® 2x4 DIAGONAL BRACING AT 4' -10" O.C. W(4) 16d EA. ALIGN W /STUD AND PLACE TO TRUSS VERTICAL MEMBERS 2x6 K.S. WITH (1) 2x6 TRIMMER. SEE DETAIL 12/SD1 (SIM). © CONT. 2x4 WOOD BLOCKING. 2 -26 K.S. W/ 2 -26 TRIMMERS — SEE DETAIL 12/SD1 ® 2x6 KING STUD W /(2) 2x6 TRIMMERS. SEE DETAIL 14 /SD1. O MSTI -26 BENT AROUND 0 HEADERS. VERIFY METAL SUPPORT SIZE. (2) 2x6 BLOCKING W/ U26 -2 HANGERS (TYP. ALL ROOF OPENINGS) CD (2) 2x6 TOP PLATES SPLICE PER 2 /SD1— TYPE "B" THIS WALL 2 (2) 2x6 TOP PLATES SPUCE PER 2/SD1— TYPE "A" THIS WALL i 3 (2) 2x6 STUDS CD 4x6 POST W/ HDBA. SEE DETAIL 5/A2. (ID 4x6 POST W/ 2x6 TRIMMER EACH SIDE TRUSS SCHEDULE TRUSS SINGLE DOUBLE BEARING COMMENTS TYPE TRUSS TRUSS POINT T -1 X A T -2 X I A ISEE NOTE #1 BELOW T -3 X A T -4 I X A SEE NOTE #1 BELOW NOTES: 1. DOUBLE TRUSSES TO BE NAILED TOGETHER W /10d 012" O.C. EACH SIDE, TOP & BOTTOM CHORDS AND WEBS. 2. SEE DIVISION SIX OF THE SPECIFICATIONS FOR DETAILS ON TRUSS MANUFACTURING AND NAIUNG. TRUSS DESIGN CRITERIA 30 PSF LIVE LOAD 10 PSF DEAD LOAD (APPLY TO TOP CHORD) 10 PSF DEAD LOAD NOTE: (APPLY TO BOTTOM CHORD) ALSO, APPLY ROOF TOP MECHANICAL POINT LOADS. WEIGHT AND LOCATION OF UNITS ARE SHOWN ON THIS SHEET AND ARE NOT INCLUDED IN THE ABOVE LOADING DIAGRAM. VERIFY THESE LOADS WITH MECHANICAL SUPPUER BEFORE DESIGNING TRUSS. SHEAR WALL SCHEDULE MARK EDGE NAILING FIELD NAILING ANCHOR BOLTS 11D 10d 0 6" O.C. 10d 0 12" O.C. 1/2" DIA. 0 32" O.C. �© 10d 0 3" O.C. 10d 0 12" O.C. 1/2" DIA. 0 12" O.C. I© 1 O 0 2" O.C. 1 O 0 12" O.C. PER PLAN NOTES 1. SHEAR WALL PLYWD. SHALL BE 1/2" EXPOSURE 1 PLYWD. (3 PLY) FOR SHEAR WALLS Z & & & 5/8" EXPOSURE 1 PLYWD. FOR SHEAR WALLS Q 2. BLOCK ALL EDGES, USE COMMON NAILS ONLY THROUGHOUT. * W/ 4x P.T.D.F. SILL PLATE, & 4x BLOCKS AND STUDS AT PANEL JOINTS. _E DRIVE THRU OPTION INSTALLED iIS PROJECT SEE NGS 03 AND 04 FOR IT AND DETAILS. 2 -2x4's HEADER -.1 w» *NOTE: PLYWOOD SPACING LAYOUT ROOF FRAMING PLAN PLATES SPLICE ICER P P 2/ D1 TYPE B THIS WALL 9"' P'F—M " 12" 13, -0' i *NOTE: PLYWOOD SPACING LAYOUT ROOF FRAMING PLAN PLATES SPLICE ICER P P 2/ D1 TYPE B THIS WALL 9"' P'F—M " 12" 13, -0' " 5' -9" 2 T -1 Q 0 T -3 *NOTE: PLYWOOD SPACING LAYOUT ROOF FRAMING PLAN PLATES SPLICE ICER P P 2/ D1 TYPE B THIS WALL 9"' P'F—M " 6' -0" 5' -9" " 5' -9" T -1 Q 0 PLYWOOD ROOF DECK 5/8" THICK T & G PLYWOOD EXPOSURE 1 -3 PLY (TYP.) GLUE, SPAN INDEX (32/16), 10d 0 6" O.C. B.N. & E.N. 10d 0 12" O.C. 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