|
2 X4 NAILERS
<br />(TYP,)
<br />RUS8E5 BELOW SHEATHED
<br />RIOR TO VALLEY FRAMING;
<br />ISTALLATION,
<br />X ro" (02 YELLOW PINE)
<br />VALLEY FRAMING (TYP.)
<br />COMMON TRUSS
<br />END NOT EXPOSED TO WIND
<br />2"X4" VERTICAL SCAB * 48" O,C,
<br />2 X 8„ RIDGE BOSIMPSON
<br />(MAX,) CONN, W/ 4-16D NAILS i
<br />ARp ANCHOR TYP. 2 X 8 RIDGE BOARD
<br />TOP 4 USP "RT3" OR SIMPSON "H3"
<br />ANCHOR H3 FRAMING
<br />ROOF SHEATHING HURRICANE CLIP AT BOTTOM.
<br />CONT, 2"X4" 2" X 6" (02 YELLOW PINE)
<br />VERt, SCABISO RAFTERS m 24" O,C,
<br />BEVEL CUT USP "RT3" OR
<br />TYP, 4-16D TOE NAILS 81MI-SON "H3"
<br />CONT. 2"X4" RIDGE BOARD END HURR. STRAP
<br />NAILER TYP \ EACH END
<br />(2-IrcD NAILS
<br />PER TRUSS)
<br />USP "RT3" OR
<br />SIMPSON "H3"
<br />HURR. STRAP m SECTION "A" -"All
<br />48" O.C, TYP,
<br />u u USP "RT3" OR — J n n
<br />SIMPSON " N3"
<br />HURR, STRAP A
<br />46" O.G, TYP,
<br />ROOF VALLEY DETAIL
<br />NOT -TO -SCALE
<br />5'-O"'
<br />5'-O"
<br />ROOF EDGE
<br />x
<br />Q
<br />z�
<br />W
<br />w
<br />J
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<br />GABLE END
<br />J-O
<br />, PARTIAL ROOF PLAN ' -O
<br />ZONE
<br />O 5d RING SHANK NAILS AT &" O,C, AT EDGES
<br />Od RING SHANK NAILS AT 12" O.C. INTERMEDIATE
<br />ZONES 2O 3O Sd RING SHANK NAILS AT 6" O,C,, 4" O,C, AT
<br />ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL
<br />NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED
<br />AND OCCUR OVER A FRAMING MEMBER,
<br />ROOF SHEATHING NAILING
<br />NOT TO SCALE
<br />2x4 CRO58-5RACING 0 RIDGE
<br />20'-0" MAX
<br />N,ME
<br />'Fill III N
<br />TOP/BOTTOM CHORD GABLE
<br />7 END BRACING A 46" O,C. MAX
<br />FOR THE FIRST 4 ROWS OF
<br />TRUSSES (MIN 2X4 )
<br />I11
<br />d
<br />CONT. BOTTOM CHORD
<br />BRACING (I"x4" MIN,) a
<br />10'-0" MAX,
<br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL
<br />BRACING OR CRO55 BRACING REQUIREMENTS
<br />REQ. MINIMUM TfRUss efRACINC
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
<br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
<br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />FLOOR PLAN 1/4" _ 11011
<br />ALL EXTERIOR WALLS ACT AS SHEAR WALLS
<br />ARKAY ENGINEERING INC.
<br />STRUC URAL ENGINEERS
<br />(CV 3
<br />RICHARD L, KI EY
<br />FLORIDA. LICENSE NUMBER 312,06
<br />I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
<br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
<br />ARE IN COMPLIANCE WITH CHAPTER Iro, SECTION 16013 OF THE
<br />FLORIDA BUILDING CODE 2010 AND ASCE 1-10 FOR 131 MPH
<br />WIND ZONE RISK CATEGORY 11 AND THE ENTIRE 2010 FLORIDA
<br />BUILDING CODE RESIDENTIAL
<br />TOP/BOTTOM CHORD GABLE
<br />7 END BRACING A 46" O,C. MAX
<br />FOR THE FIRST 4 ROWS OF
<br />TRUSSES (MIN 2X4 )
<br />I11
<br />d
<br />CONT. BOTTOM CHORD
<br />BRACING (I"x4" MIN,) a
<br />10'-0" MAX,
<br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL
<br />BRACING OR CRO55 BRACING REQUIREMENTS
<br />REQ. MINIMUM TfRUss efRACINC
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
<br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
<br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
<br />REPAIRS OR DELAY TO THE CONSTRUCTION
<br />FLOOR PLAN 1/4" _ 11011
<br />ALL EXTERIOR WALLS ACT AS SHEAR WALLS
<br />ARKAY ENGINEERING INC.
<br />STRUC URAL ENGINEERS
<br />(CV 3
<br />RICHARD L, KI EY
<br />FLORIDA. LICENSE NUMBER 312,06
<br />I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
<br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
<br />ARE IN COMPLIANCE WITH CHAPTER Iro, SECTION 16013 OF THE
<br />FLORIDA BUILDING CODE 2010 AND ASCE 1-10 FOR 131 MPH
<br />WIND ZONE RISK CATEGORY 11 AND THE ENTIRE 2010 FLORIDA
<br />BUILDING CODE RESIDENTIAL
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