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T1 -T26 TRUSS ELEVATION 1/4" = 1'-0" 3 TRUSS ROOF TOP EQUIPMENT WEIGHTS N.T.S. 8 DESIGN CRITERIA N.T.S. 4 TRUSS SCHEDULE N.T.S. 11 PLYWOOD EDGE SUPPORT DETAIL N.T.S. 14 TYPICAL ROOF
OPENING 1"=1'-0" 15 ROOF NAILING PLAN N.T.S. 13 NAILING SCHEDULE N.T.S. 18 NOT USED 20 WALL FRAMING DETAIL 3/8" = 1'-0" 6 S4.2 STRUCTURAL DETAILS (ROOF) 2,500 lbs. ICE CONDENSER #2 200
lbs. HOOD #1 -KFC 520 lbs. HOOD #2 -KFC ICE CONDENSER #1 200 lbs. 475 lbs. EXHAUST FAN -EF-2 EXHAUST FAN -EF-1 HVAC UNIT -RTU-1 HVAC UNIT -RTU-2 220 lbs. 220 lbs. 2,500 lbs. **** *ALL
WEIGHTS INCLUDE CURB. MUZAK DISH, SLED & BALLAST -1,087 lbs. ALLOW FOR LOCATION ANYWHERE ON ROOF. LOOSE LINTEL SCHEDULE 16 TYP. MULTIPLE HEADER 1 1/2"=1'-0" 12 EXHAUST FAN -EF-3 * 100
lbs. HOOD #3 -TACO BELL 200 lbs. (2) SIMPSON PSCL PANEL SHEATHING CLIPS EQUALLY SPACED BETWEEN EACH TRUSS/SUPPORT FIELD NAIL (F.N.) @ALL INTERMEDIATE MEMBERS NOTES: 1. MIN. PLYWD. SHT.
SIZE SHALL BE 2'-0" X 4'-0". 2. MIN. 3/8" NAILING EDGE DISTANCE. 3. EDGE NAIL (E.N.) O/BEAMS AND AROUND ALL OPENINGS.STAGGER PLYWD. JOINTS LONG DIMENSION OF PLYWOOD TO RUN PERPENDICULAR
TO JOISTS EDGE NAIL (E.N.) @PLYWD. PERIMETER BOUNDARY NAIL (B.N.) FOR BLDG. PERIMETER 1. JOIST TO SILL OR GIRDER, TOENAIL 2. BRIDGING TO JOIST, TOENAIL EACH END 3. 1"x6" (25MMx152MM)
SUBFLOOR OR LESS TO JOIST, FACE NAIL 4. WIDER THAN 1" X 6"(25MMx152MM) SUBFLOOR TO JOIST, FACE NAIL 5. 2" (52MM) SUBFLOOR TO GIRDER, BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING,
TYPICAL FACE NAIL 7. SOLE PLATE TO JOIST OR BLOCKING, AT BRACED W. PANELS 8. TOP PLATE TO STUD, END NAIL 9. STUD TO SOLE PLATE 10. DOUBLE STUDS, FACE NAIL 11. DOUBLE TOP PLATES, TYPICAL
FACE NAIL 12. DOUBLE TOP PLATES, LAP SPLICE 13. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 14. RIM JOIST TO TOP PLATE, TOENAIL 15. TOP PLATES, LAPS AND INTERSECTIONS, FACE
NAIL 16. CONTINUOUS HEADER, TWO PIECES 17. CEILING JOISTS TO PLATE, TOENAIL 18. CONTINUOUS HEADER TO STUD, TOENAIL 19. CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL 20. CEILING JOISTS
TO PARALLEL RAFTERS, FACE NAIL 21. RAFTER TO PLATE, TOENAIL 22. 1" (25MM) BRACE TO EACH STUD AND PLATE, FACE NAIL 23. 1"x8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 24. WIDER THAN
1"x8" SHEATHING TO EACH BEARING, FACE NAIL 25. BUILT-UP CORNER STUDS 26. 2" PLANKS 27. 2x6 BOX BEAM /HEADER 28. BUILT-UP GIRDER AND BEAMS (3-8d) (2-8d) (2-8d) (3-8d) (2-16d) (16d @16"
O.C.) (3-16d PER 16") (2-16d) (2-16d END NAIL) (16d @24", O.C.) (16d @16" O.C.) (8-16d) (3-8d) (8d @6" O.C.) (2-16D) (16d @16" O.C. ALONG EDGE) (3-8d) (4-8d) (3-16d) (3-16d) (3-8d) (2-8d)
(2-8d) (3-8d) (16d @24" O.C.) (2-16d AT EACH SPLICE) (12d @12" O.C.) (20d @32" O.C. AT TOP & BOTTOM AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE) CONNECTION TYPE: NAILING: PLYWOOD
ROOF DECK SHEATHING 2x4 BLOCKING @EACH EDGE OF ROOF PLYWOOD NOTE: HANGERS SHALL BE "SIMPSON" STANDARD "U" @ROOF. DBL. JOIST OR RAFTERS SHALL BE JOINED TOGETHER AS FOLLOWS: 1. 10" OR
LESS NOM. DEPTH -16d @12" O.C. STAGGERED 2. MORE THAN 10" -(2)16d @12" O.C. PLYWOOD SHEATHING JOIST,RAFTERS OR TRUSS U.N.O. JOIST HANGERS -SEE NOTE BELOW DOUBLE 2x HEADER SAME SIZE AS
JOIST OR RAFTER U.N.O. PLWD. EDGE NAILING (E.N.) AROUND OPENING OPENING PER PLANS TRUSS A SINGLE TRUSS POINT DOUBLE BEARING COMMENTS TYPES Tx -A TRUSS AA SEE NOTE 1. DESIGNATION DESIGNATION
NOTES: 1. 2. 3. 4. 5. 6. EACH TRUSS WILL SLOPE FROM ONE END TO THE OTHER. PROVIDE 3/8" PER FOOT SLOPE ALONG TOP CHORD OF TRUSS. PROVIDE DOUBLE THICKNESS TRUSS (WHERE INDICATED"XX") AS
REQUIRED BY TRUSS DESIGN. HOLDDOWN CONNECTORS SHALL BE SPECIFIED BY SITE SPECIFIC ARCHITECT/ENGINEER BASED UPON LOADING DATA PROVIDED BY TRUSS DESIGNER. PROVIDE SHOP DRAWINGS PRIOR TO
FABRICATION. TRUSS MEMBER SIZES ARE FOR REFERENCE ONLY. ACTUAL SIZE SHALL BE DETERMINED BY TRUSS MANUFACTURER BASED ON ACTUAL LOAD CONDITIONS AND CODES. Tx-C ARE DRAG TRUSSES FOR INTERNAL
SHEAR WALLS. DESIGN DRAG TRUSSES FOR 275 LBS/FT LATERAL LOAD ALONG TOP CHORD OF TRUSS (9500 LBS TOTAL). Tx-BC REPRESENTS DRAG TRUSS WITH FULL SNOW DRIFT. CONTRACT DATE: BUILDING TYPE:
PLAN VERSION: SITE NUMBER: STORE NUMBER: PLOT DATE:KFC /TB 10575 N. Michigan Road Carmel, IN 46032 KT-Y07 08.25.08 KT-Y07 JAN08-C 305823 2007088.16 08.25.08 YSW214 2 -2x6 TOP PLATE TRUSS
2x6 PARAPET EXTENSION @2'-8" O.C. 2x6 LEDGER/BLOCKING BETWEEN TRUSSES 2x6 BLOCKING BETWEEN TRUSS & INTERMEDIATE STUDS ROOF SHEATHING HEADER AS PER PLAN PRE-ENG. TRUSSES @2'-8" O.C. 1'-4"
1'-4" PLYWD 4'-0" PLYWOOD 4'-0" PLYWOOD 2x6 BETWEEN TRUSSES @16" O.C. ADD 2x6 @SPLICE ADD 2x6 @SPLICE 2 -2x6 PLATE ADD 2x6 @SPLICE 2x6 UNDER TRUSSES AND BETWEEN @16" O.C. CONCRETE CURB
YSR051D 11'-8 1/2" TRUSS BEARING 2x6 MIN. 2x4 MIN. CONT 2X4 LATERAL BRACING AT 5'-0"O.C. MIN. OR PER TRUSS DESIGN LAID FLAT & NAILED TO TOP OF BOTTOM CHORD. APPLY MOST STRINGENT STANDARD.
EL. 16'-9" T.O. TRUSS 6 EQUAL SPACES NOTE: ALL WEBS MUST ALIGN BETWEEN TRUSSES 3'-2" YSW181 (3) 2x HEADER W/(2) ROWS OF 16d NAILS @12" O.C. 1/2" PLYWOOD SHEATHING W/(2) ROWS OD 8d NAILS
@6" O.C. EXTERIOR SHEATHING. NAILING PER SCHED. D/S2.0 (2) ROWS OF 16d NAILS @6" O.C. 2'-0" 35'-2" WIND LOAD PARAPET 25 PSF 25 PSF NOTE: ALSO, APPLY ROOF TOP MECHANICAL POINT LOADS AND
SUSPENDED POINT LOADS. WEIGHT OF UNITS AS SHOWN ON THIS SHEET AND ARE NOT INCLUDED IN THE ABOVE LOADING DIAGRAM, SEE SHT. A3.0 FOR LOCATIONS. VERIFY THESE LOADS WITH MECHANICAL SUPPLIER
BEFORE DESIGNING TRUSS. LIVE LOAD CASE FOR Tx-B TRUSSES ONLY (APPLY TO TOP CHORD) APPLY IN ADDITION TO DEAD LOAD CASES. SLOPE Tx -B B BB PER 4" THICK AT HEAD 5'-7" TO 7'-6" 7'-7" TO
9'-6" NOTES: 4'-1" TO 5'-6" 0' TO 4'-0" CLEAR SPAN L5 x 3 1/2 x 3/8 LLV L6 x 3 1/2 x 3/8 LLV L3 1/2 x 3 1/2 x 3/8 L4 x 3 1/2 x 3/8 LLV LOOSE LINTEL SCHEDULE 9'-7" TO 11'-0" L7 x 4 x
3/8 LLV 1. ALL LINTELS SHALL BE HOT DIPPED GALVANIZED. 2. PROVIDE A MINIMUM BEARING LENGTH OF 8". 3. FILL VOID BETWEEN VENEER & LINTEL WITH MORTAR TO TOP OF ANGLE. 4. ANGLE MATERIAL:
ASTM A36. 1/8" GAP SUPPORT PERP. TO TRUSS 1/2" = 1'-0" 2 SUPPORT-PARALLEL TO TRUSS 1/2" = 1'-0" 1 ROOF TRUSSES, TYP. SIMPSON DTC ROOF TRUSS CLIP ON BOTH SIDES SILL PLATE 0.145"Ø @32"
O.C. POWDER ACTUATED FASTENER WITH WITH (2)-7/8" WASHERS W/MIN 1 1/2" EMBED AT 32" O.C. ROOF TRUSSES, TYP. A35, TYP. SIMPSON DTC ROOF TRUSS CLIP ON BOTH SIDES SILL PLATE 0.145"Ø @32"
O.C. POWDER ACTUATED FASTENER WITH (2)-7/8" WASHERS W/MIN 1 1/2" EMBED AT 32" O.C. 2x6 VERT. BLOCKING 24" O/C. W/(2) 16d EA. END, EA. SIDE Tx -C C CC Tx -BC BC BCC SEE NOTE 1. SEE NOTE
1. SEE NOTE 1. 6'-0" 5'-0" 5'-0" 6'-0" BUILT-UP MICROLAM HEADER 1 1/2"=1'-0" 19 EXTERIOR SHEATHING EACH SIDE OF BEAM STAGGER NAIL SPACING (2) 16d @6" O.C. PLYWD FILL @INTERIOR AS REQ'D
2X6 PLATE W/16d @12" O.C. (3) 1 3/4" MICROLAM LVL 2" JOISTS EA. 2X JOIST-STAGGER (2) 16d @6" O.C. (3) FULL HEIGHT STUDS EACH OF OPENING (2) BEARING STUDS @LVL HEADER (1) BEARING STUD
@2x HEADER