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1 i F I HIP O STAGGER END JOINTS AT FRAMING MEMBER O %' OR GREATER PLYWOOD - 8d RING SHANK NAILS 0 4" O.C. EDGES 6' O.C. INTERMEDIATE OPROVIDE A HURRICANE CLIP AT EACH JOINT, BETWEEN O NAILING 6" O.C. AT HIPS AND SUBFASCIA WITH 8d RING SHANK NAILS EACH FRAMING MEMBER O 2 X 4 BLOCKING AT EACH JOINT, IN END ZONE O NAILING 3` O.C. AT VALLEYS WITH 10d RING SHANK NAILS O USE RINK SHANK NAILS TYPICAL O PROVIDE BEVELED WOOD SHIMS FOR PLYWOOD BEARING 6 ROOF NAIL SCHED S2.1 NOT TO SCALE 1 H S FAST T NINGRSCHEDULETHING I MASONRY WALL iggLL TROUSSNMANUFACTURER I I TRUSS NAILED TO EACH 2X W/ (3) 16D NAILS PRE-ENGINEERED WOOD TRUSSES AT 24' ON CENTER 2X4 GABLE -BRACE ® 45 DEGREE ANGLE FROM w TOP CHORD OF TRUSS TO KICKER BELOW a INSTALL AT 48" O.C. MAX x c� w MASONRY WALL CONTINUOUS MASONRY TIEBEAM I I 1 I I t— I I I 1 I 1 1 1 I I T� 4 I I 1 I I I r- 1. I� LE F N io PRE-ENGINEERED ROOF TRUSS L 48'-8' L TYPICAL 5 TRUSS DETAIL 2.1 SCALE 1/8" = l'-O" SHEATHING AND FASTENING SCHEDULE CONNECTION FASTENER NUMBER OR SPACING PLYWOOD ROOF SHEATHING (19/32') 8d RING SHANK NAIL EDGES, 6' 0INTERMEDIATE 1/2" PLYWOOD WALL SHEATHING (15/32") 8d RING SHANK NAIL 4" OC EDGES, 6' OC INTERMEDIATE GYPSUM WALL BOARD, 5/8" 11/2" DRYWALL NAIL 8" 0 EDGES 12" OC INTERMEDIATE GYPSUM CEILING BOARD, 1/2' 11/2" DRYWALL NAIL 7" OC EDGES I INTERMEDIATE (1) SIMPSON HGAM10 CLIP ROOFFRAMING SCALE 1 /8" = 1'-0" ROOF FRAMING PLAN NOTES I. CONTRACTOR SHALL SUBMIT ROOF TRUSS SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING AND FABRICATION. TRUSS DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL BE PROVIDED WITH THE SHIPMENT OF TRUSSES TO THE JOB SITE. 2. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE TPI DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES 3. TRUSS DESIGN SUBMITTAL SHALL INDICATE DESIGN WIND SPEED. HEIGHT ABOVE GROUND AND AMOUNT OF UPLIFT AT BEARINGS - STUCTURE IS ENCLOSED 4. PROVIDE CONTINUOUS LOAD PATH HURRICANE ANCHORING AS REQUIRED BY APPLICABLE CODE 5. ROOF TRUSSES TO ACCOMODATE HVAC ROOFTOP UNITS AS SHOWN 6. ROOF TRUSS LOAD SHALL BE 35 LBS / SF. ROOF PITCH IS AS SHOWN ON PLAN 7. ROOF SHEATHING SHALL BE 5/8' PLYWOOD EXT GRADE TYPICAL DRAFTSTOP NOTES I. DRAFTSTOPPING SHALL BE INSTALLED IN ATTIC SPACE PER FBC 717.4.3 TO DIVIDE ATTIC AREAS INTO MAX 3,000 SO FT OF HORIZONTAL SPACE SEE PLAN ABOVE FOR LOCATION AND REFER TO DETAIL 6/A2.1 12 1 2X PT TOP PLATE FASTENED WITH (1) 3/4'X 6" HILTI 1 KB1 ANCHOR AT 24" O.C. I I V I ohm I I I I I I TRUSS BEARING I I I I 1 I ELEV. = 12'.-0" J �.y' .I 4" 1• I . I. PRE-ENGINEERED WOOD TRUSSES PRE-ENGINEERED WOOD TRUSSES AT 24" ON CENTER AT 24' ON CENTER SIMPSON HM9 CLIP SIMPSON HM9 CLIP - I BOT OF TIE BEAM ELEV. = 11'-4" + I I I I I + I I 2 2X6 PT LEDGER FASTENED WITH (2) 2X6 PT LEDGER FASTENED WITH 31) HILTI ANCHOR ( 3 4 X 8' HILTI KB1 ANCHOR 1 /4" 12"' ON CENTER STAGGERED AT 2" ON CENTER STAGGERED I I I TRUSS BEARING ot I I 1 (2) 16d TOENAIL (3) 10d COMMON TTYYPICAL AT EA SEE PLAN FOR VERTICAL SEE PLAN ALL REINFORCING WALL REINFORCING TRUSS 2X4 SIDEWALL KICKER AT 48" ON CENTER EXTEND A MINIMUM OF 3 TRUSS SPACES NAILED TO BOTTOM CHORD OF TRUSSES INSTALL AT 16" ON CENTER TRUSS BEARING ELEV. = 12'-0' BOT OF TIE BEAM h ELEV. = II'-4` /z"GYPSUM BOARD DRAFT STOP FULL HEIGHT OF TRUSS FACE TAPE ALL JOINTS AND SEAL ALL PENETRATIONS TIGHTLY SIDEWALL TYPICAL TRUSS TYPICAL TRUSS 4 BRACING DETAIL 3 BEARING DETAIL 2 BEARING DETAIL 1 52.1 SCALE 3/4" = 1'-0" 52.1 SCALE 3/4' = 1'-0" �,SZV SCALE 3/4' = 1'-0" 52.1 0 ROOF DECK TRUSS DRAFTSTOP TRUSS DETAIL NOT TO SCALE (Revisions Date By Mark A. jonnatti Florida Alt 0010778 JONNATTI ARCHITECTURE INCORPORATED 21021 US Highway 19 N Clearwater, Florida 33765 (727) 725-ARCH (727) 725-2603 fx www.jarch.com info@jarch.com ® jonnatti Architecture Incorporated 2021 ZEPHR RETAIL DEVELOPMENT US HWY 301 GALL BLVD ZEPHYRHILLS FLORIDA 33542 ROOF FRAMING PLAN AND DETAILS fDrawn MAJ heck MAJ Date AUG 18, 2021 Scale AS NOTED I Q± No ZEPHR RB Sheet: S2,91