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S3.0 ROOF FRAMING PLAN ROOF PLAN 1/4"=1'-0" AABCDEF 12 11 10 9 8 7 6 5 4 3 2 1 NAILING SCHEDULE -ROOF D ROOF FRAMING NOTES C KEY NOTES B ALL UNSUPPORTED EDGES OF PLYWOOD SHEATHING SHALL
BE SUPPORTED WITH 2x4 BLOCKING. SEE DETAIL 14/S4.2. OSB OF COMPARABLE THICKNESS MAY BE USED IN LIEU OF PLYWOOD WHEN APPROVED IN WRITING BY THE PROJECT ENGINEER AND THE LOCAL JURISDICTION.
ALL MECHANICAL SUPPLY AND RETURN OPENINGS SHALL BE BETWEEN FRAMING U.O.N. MFR'D ROOF TRUSSES ARE AT 2'-8" O.C. U.O.N. "T-#" DENOTES ROOF TRUSS TYPE. REFER TO SCHEDULE 11/S4.2. TRUSS
DWGS ARE PROVIDED FOR CONCEPTUAL DESIGN ONLY. MFR SHALL SUBMIT SHOP DWGS AND CALCS, BOTH SIGNED BY A LICENSED STRUCTURAL ENGINEER (STATE OF INDIANA). SUBMIT SHOP DWGS AND CALCS TO THE
ARCHITECT AND ENGINEER FOR REVIEW AND SUBMITTAL AND , IF REQUIRED, TO BLDG OFFICIAL FOR APPROVAL PRIOR TO FABRICATION. SHOP DWGS SHALL INCLUDE LAYOUT PLAN AND CONNECTORS. CALCS SHALL
BE BASED ON THE SPECIFIED LOADING CONDITIONS SHOWN HEREIN. MFR SHALL PROVIDE HANGERS AND CONNECTIONS BETWEEN TRUSSES. REVIEW AND APPROVE DIMENSIONS, SHAPES AND DETAILS SHOWN ON SHOP
DWGS PRIOR TO SUBMITTAL TO THE ARCHITECT /ENGINEER FOR REVIEW AND COMMENT. TRUSS MFR SHALL PROVIDE HANGERS AND CONNECTORS ADEQUATE FOR LOADS. ROOF CONNECTORS ARE BASED UPON SIMPSON "STRONG
TIE" OR APPROVED EQUAL. TRUSS CHORDS AND PARAPET VERTICALS SHALL BE 2x6 MIN AND CONSISTENTLY SIZED THROUGHOUT PROJECT. ROOF FRAMING NOTES: A. B. MANUFACTURED ROOF TRUSS NOTES: A. B.
C. D. E. REFER TO TRUSS ELEVATIONS FOR SHAPE, OVERHANG, SLOPES, SPAN, ETC. LOCATION OF BEARING POINTS ARE AS INDICATED ON THE DRAWINGS. SEE 3/S4.2. MFR'D ROOF TRUSS DESIGN LOADS: SEE
TRUSS DESIGN CRITERIA 4/S4.2. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENT OF ALL MECHANICAL UNITS, ELECT FIXTURES, PLUMBING, ETC. SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES
BY THE TRUSS MFR. DESIGN ROOF TRUSSES TO SUPPORT ALL IMPOSED LOADS, INCLUDING WIND & LATERAL LOADS. COORDINATE SIZE, LOCATION AND WEIGHT OF EQUIPMENT WITH MECHANICAL WORK. PROVIDE MULTIPLE
TRUSSES WHERE ONE TRUSS CANNOT SUPPORT THE LOAD. PROVIDE BRIDGING BETWEEN TRUSSES AS SPECIFIED AS MINIMUM STANDARD. INSTALLATION OF ALL TRUSSES SHALL BE DONE USING A SPREADER BAR WITH
A THREE POINT VERTICAL PICK. CARE SHALL BE USED IN LIFTING TO PREVENT HORIZONTAL BENDING. IMPROPER HANDLING OF THE TRUSSES AS NOTED ABOVE AND IN THE SPECS SHALL MEAN REMOVAL OF THE TRUSSES
FROM THE JOBSITE AND REPLACEMENT AT CONTRACTOR'S EXPENSE. SEE DIV. 6 OF THE SPECS FOR DETAILS ON TRUSS MANUFACTURING AND NAILING. LOCATE WALK-IN CONDENSERS ON ROOF ONLY IF REQUIRED BY
CODE. F. G. H. I. J. K. L. M. NOTE: SEE 13/S4.2 FOR DEFINITIONS. ROOF SHEATHING FN EN TYPE BN 3/4" CDX PLYWOOD (48/24), PS1 RATING NAILING /SHEATHING 10d @12" O.C. 10d @6" O.C. 10d @6"
O.C. ---REMARKS -STARTING POINT OF TRUSS LAYOUT -CENTERLINE OF TRUSS. VERIFY NECESSITY OF DOUBLE TRUSSES WITH TRUSS MFR. DUE TO POINT LOADING, TYPICAL. COORDINATE BLOCKING WITH EXHAUST
AND SUPPLY DUCT. CONT 2x4 WD BRIDGING ON TOP OF BOTTOM CHORD. ADJUST AS REQIRED FOR DUCT PLENUMS, MAX SPACING AT 5'-0" O.C. OR TIGHTER SPACING AS REQUIRED BY TRUSS DESIGN. SEE 16/S4.1
FOR LAP CONFIGURATION @OPEN CLG. AREAS AND 20/S4.1 @ALL OTHER AREAS. SIMPSON MSTA 24 AT CORNER DBL TOP PLATE. CENTER STRAP ON CORNER. (2) 2x6 BLOCKING W/U26-2 HANGERS. TYP. ALL ROOF
OPENINGS -SEE DETAIL 15/S4.2. LOCATION OF HOODS. SEE HOOD DRAWINGS FOR HOOD ATTACHMENT DETAILS. 2x6 JOIST W/U26 EACH END FOR LENGTH OF CONDENSER PLATFORM. SEE SHEET A3.0 FOR LOCATION.
DIMENSION IS FROM INSIDE FACE OF WALL FRAMING. HVAC ROOF OPENING FOR DUCT. VERIFY SIZE WITH HVAC MFR. & MECHANICAL DWGS. 10 987635412 11 12 13 36 RTU 2 RTU 1 6 TYP 26 55 EXTREME CARE
SHALL BE USED IN ERECTING ROOF TRUSSES -COMPLY WITH TPI BRACING REQUIREMENTS. ROOF NOT DESIGNED FOR PONDING. SEE ARCHITECTURAL DRAWINGS FOR DRAIN REQUIREMENTS. 11 7 7 EF 1 2x10 JOISTS
@1'-4" O.C. INTERNAL SHEAR WALL. SEE 17/S4.1 FOR CONNECTION TO TRUSS FOR FRONT ENTRY TOWER FRAMING, SEE 3/S4.4. DENOTES MANSARD OVERBUILD TRUSSES. SEE DETAILS ON S4.1 FOR MANSARD DETAILS.
ROOF HATCH. PROVIDE (2) 2x6 w U26-2 HANGER EACH END @ALL UNSUPPORTED EDGES. DENOTES DORMER OVERBUILD TRUSSES. SEE ARCH'L FOR SIZES AND LOCATIONS. FOR SIDE ENTRY TOWER FRAMING, SEE 11/S4.4.
14 CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: PLOT DATE:KFC /TB 10575 N. Michigan Road Carmel, IN 46032 KT-Y0708.25.08 KT-Y07 JAN08-C 305823 2007088.16 08.25.08
15 2'-03 2'-10" 2'-11 5 SPA. @2'-8" = 13'-4" 2'-9" 2 SPA. @2'-8" = 5'-4" 4" 1'-91 5'-4" 2" 1'-11 4 SPA. @2'-8" = 10'-8" 2" 51 2'-10" 2'-10" 2" 2" 14'-0" 36 10 EF 3 8 12 12 12 16 14 15
16 16 16 16 14 16 16 14 16 14 14 17 17 11 S4.4 19 S4.1 19 S4.1 16 17 17 S4.3 17 S4.1 17 S4.1 17 S4.1 16