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ROOF SHEATHING FASTENING SCHEDULE a,b,c,d,e <br />8d Common (0,131 x 2-1/2 inches) or Ring —Shank (0.135 X 2-1/2 inches) <br />(Except Where Noted) for Exposure 8, Enclosed Buildings, Roof Framing Spaced 24 inches o.c. <br />or Less <br />Roof Fastening Zone <br />Overhang <br />Wind <br />Main Sheathin g— to— Gable <br />(eaves) <br />Velocity <br />Roof End —Wall Framingg <br />(3—Second <br />Panel <br />1 2 3 2 3 <br />2 3 <br />Gust) <br />Location <br />Fastening Schedule (inches on <br />center) <br />Supported Panel <br />6 6 6 <br />6 6 <br />150 mph f,g <br />end and edges <br />3h <br />Panel field 6 4 3 <br />f,g Supported Panel 6 6 6 <br />120 mph end and edges 3 <br />Panel field 12 6 4 <br />4 3 <br />6 6 <br />6 4 <br />C. <br />Specific gravity (G) of lumber and panels <br />shall be <br />0.42 or greater. <br />b. <br />For Exposure B and a 2—foot overhang. <br />C. <br />For median roof height 35 feet or less. <br />Cl. <br />Gable wall height of 8 feet or less from <br />top floor <br />ceiling to roof peak. <br />e. <br />Provide adequate uplift hardware at truss —to —wall <br />connections. Such connections <br />are <br />beyond the scope of this publication. <br />f, <br />When wind speed is 110 mph or greater <br />and when <br />median roof height is between <br />25 and 35 feet, use 8d ring shank nails <br />(0.135 x <br />2-1/2 inches)within 48 inches of <br />gable end walls. (IRC Table R602.3, footnote f) <br />g. <br />When wind speed is 100 mph or greater, <br />block panel edges perpendicular to <br />gable <br />—end —wall framing members in the first <br />two bays <br />of framing. Blocking shall be <br />spaced a maximum of 4 feet o.c. (Wood <br />Frame Construction Manual, Section 3.5.5) <br />h. <br />10d ring —shank nails (0.148x 3 inches). <br />i. <br />Blocking not required. <br />ROOF FASTENING ZONES FOR WIND UPLIFT <br />Zones 1,2 and 3 shown below indicate areas of the roof that may have different fastening <br />requirements. <br />CABLE END WALL <br />FIT.Al a 10 4 ME <br />3 OVERHANG --� \ / 3 OVERHANG <br />2 <br />I .................. OVERF .. .... <br />I A N G. <br />2 ....... <br />.... OVERHANG <br />--------- <br />...... ....... <br />3 -1 2 3 <br />— <br />....... :4 77. <br />3 2 <br />...... <br />........ r <br />1 1% <br />..... <br />..... ...... <br />............ <br />...... <br />..... ...... <br />............ <br />..... <br />..... <br />...... <br />...... <br />............ <br />......... <br />... ..... <br />...... <br />..... 0 <br />t-111-11­1 <br />GABLE <br />ROOF <br />...... <br />............ <br />2`1 1 2­ <br />..... <br />> <br />__j <br />_j <br />< <br />...... ............ <br />f ...... <br />..... j ...... <br />...... <br />..... . .... <br />..... <br />.. ...... <br />. ..... <br />...... ...... <br />............ <br />............ <br />................ <br />2 .. ..... <br />-.-.-3 3. <br />2 <br />.......... <br />. 7 ....... <br />2 ...... <br />.. 77T — — — — — — — — T77 ........ <br />....... 2 <br />... <br />... ....... <br />OVERHANG ......... <br />OVERHANG ... <br />3 OVERHANG <br />\WALL <br />3 OVERHANG <br />LINE <br />GABLE END WALL <br />Distance a=4 ft. in most cases (10% of least building width or 0.4 times building height, <br />whichever is smaller, but not less than either 4% of least building width or 3 ft.) <br />ROOF DIAPHRAM NAILING SCHEDULE (GABLES <br />EXISTING EXTERIOR WALL AND TRUSS FRAMING —` <br />TO BE REVIEWED TO ENSURE THERE IS NO DAMAGE <br />FROM VEHICLE ACCI DENT/I M PACT. NOTIFY ENGINEER <br />OF ANY DAMAGE MATERIALS FOUND. <br />SIMPSON VTCR SLOPE CONNECTORS <br />PRE—ENGINEERED TRUSSES AT <br />24" D.C. AT SHADED AREA <br />NEW PRE—ENGINEERED WOOD <br />TRUSSES AT 24" O.C., TYP. <br />k M$e <br />�m . <br />SCALE: 1/4 )3 = V-011 <br />3:12 SLOPE. <br />-7 <br />L_j --- I --- I --- I --- <br />GABLE END 2X4 -` OUTRIGGERS <br />FRAMING AT 16" O.C. AT 24" O.C. <br />UPLIFT CONNECTION CROSS REFERENCE - SIMPSON STRONG TIE <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />FLORIDA <br />APPROVAL # <br />LOCATION TO BE USED <br />H16S <br />1370 <br />TRUSS:2-10dx 1 1/2"; PLATE: 10-10dx 1 1/2" <br />FL1 1470.2 <br />WOOD WALL TO WOOD TRUSSES <br />H16S <br />1370 <br />1/4% 1 3/4" TITEN OR TITEN 2 SCREWS <br />FL1 1470.2 <br />CONCRETE WALL TO WOOD TRUSS <br />HTS24 <br />1310 <br />20-10d <br />FL1 0456.5 <br />WOOD TRUSSES TO DBL TOP PLATE <br />MSTAM36 <br />1870 <br />WOOD 13-10d; CONCRETE 8-1/4"x 1 3/4" TITEN 2 <br />MASONRY 8-1/4"x 2 1/4" TITEN OR TITEN 2 <br />FL1 1473.11 <br />CMU OR CONCRETE WALL TO <br />2ND FLOOR WOOD JOIST <br />Spi <br />555 <br />STUD: 6-10d; PLATE: 4-10d <br />FL1 0456.5 <br />STUD TO SILL PLATE — 2ND FL <br />SP2 <br />1010 <br />STUD: 6-10d; PLATE: 6-10d <br />FL1 0456.5 <br />STUD TO DBL TOP PLATE — 2ND FL <br />NOTE: <br />IF OWNER OR CONTRACTOR WANTS TO USE A DIFFERENT SIMPSON STRONG TIE, CONTRACTOR <br />SHALL SUBMIT COPY OF PRODUCT APPROVAL DOCUMENTATION TO BUILDING DEPARTMENT. <br />3:12 SLOPE <br />CD <br />Q!: <br />LLJ <br />1'— 4" <br />OVERHANG <br />EXISTING SHINGLE ROOF SYSTEM <br />TO REMAIN <br />0 <br />LEGEND <br />2X6 SINGLE MEMBER HEADER <br />AT 2ND FLOOR WINDOW OPENINGS <br />CONVENTIONAL 2X6 FRAMING <br />0 24" O.C. OR PRE-ENG TRUSSES <br />AT SHADED AREA <br />8"X16" CONCRETE TIE BEAM.1 <br />TOP OF BEAM IS 11'-4" A.F.W <br />Iffe][11111:1110 <br />1. FRAMING PLAN IS DIAGRAMMATIC IN NATURE <br />AND IS PROVIDED FOR ILLUSTRATION <br />PURPOSES ONLY. TRUSS MANUFACTURER TO <br />PROVIDE A SEPARATE LAYOUT AND TRUSS <br />DESIGN, SIGNED AND SEALED BY A FLORIDA <br />LICENSE ENGINEER. <br />2. ENGINEER RESERVES THE RIGHT TO MODIFY <br />DRAWING UPON REVIEW OF TRUSS ENGINEER <br />SHOP DRAWINGS REVIEW, TO ENSURE LOAD <br />PATH IS PROPERLY ESTABLISHED. <br />z <br />Ln <br />0 <br />04 <br />04 C/) <br />W4 W <br />z <br />LIMZ <br />PA <br />Issued for: Date: <br />El PRELIMINARY <br />[I PRICING <br />El BIDDING <br />N PERMIT 12/27/2019 <br />VIS <br />ION #1 <br />Ln <br />c <br />LM <br />P" <br />Ln P= <br />Ln P= <br />Seal <br />License Number: 73539 <br />A=6 <br />Q rown by: FRANK DE-JOSE, PE ) <br />Q rown by: FRANK DE-JOSE, PE ) <br />