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DATE SCALE: 8
<br />3/28/18 1/4 = 1-OII PAGE
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<br />ATTACH THE 1
<br />WALLS WITH S
<br />AND SIMPSOT
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<br />mm
<br />I1'-6514"
<br />10'-5i4"
<br />54'-011
<br />31'-4"
<br />10'-5%4"
<br />us
<br />I V-6514"
<br />COVER THE OUTSIDE OF THE PORCH WALLS WITH SWEATING, TYVEK WHOLE HOUSE WRAP USE (2) SIMPSON C816Z FLAT STRAPS FOR THE UPLIFT CONNECTION ON EACH OF THE OUTSIDE
<br />AND THE FINISHED SIDING.
<br />THE SHEATHING WILL GO FROM THE BOTTOM CHORD OF THE PORCH POSTS, THE STRAPS AT THE FLOOR WILL BE 44" LONG WITH 13" END LENGTHS (26) 8d
<br />I----------------------------------------
<br />FLAT GIRDERS TO THE TOP OF THE FRAME WALL. COMMONS NAILS ARE REQUIRED EQUALLY SPLIT INTO
<br />---------------------------------------------------------------------------------------------------
<br />EACH END LENGTH.
<br />I
<br />I
<br />STRUCTURAL GABLE END I ONLY BEARINGS AT THE HEELrA
<br />I
<br />ATTIC SPACE
<br />I
<br />DBL 2x12 *2 SYP HEADER OVER THE PORCH OPENINGS. THE INTERIOR
<br />I
<br />ATTIC SPACE
<br />,
<br />SEE MAIN FLOOR FRAMING
<br />PORCH POSTS ONLY CARRY THE LOAD OF THE HEADER NO ROOF LOADING.
<br />SEE MAIN FLOOR FRAMING
<br />I
<br />11-411 i
<br />THE PORCH TRUSSES WILL BE FASTENED
<br />1'-4"
<br />I
<br />I
<br />TO THE FRAME WALLS WITH SIMPSON H2,5A
<br />USE (3) SIMPSON H6 HURRICANE TIES FOR THE UPLIFT '
<br />I HURRICANE TIES.
<br />CONNECTION ON EACH OF THE OUTSIDE PORCH WALLS, I
<br />,
<br />ATTACH THIS WALL TO THE FLAT i
<br />THE TIES WILL BE NAILED INTO THE 2x6 TOP CHORD OF : PRE ENGINEERED ROOF TRUSSES 24" IC
<br />ATTACH THIS WALL TO THE FLAT
<br />I
<br />GIRDER WITH CS16Z FLAT STRAPS I
<br />'NO
<br />THE FLAT GIRDER AND THE SIDE OF THE THE STUDS.
<br />GIRDER WITH CS16Z FLAT STRAPS
<br />MORE THAN 32" OC.
<br />;
<br />SPACE TIES EQUALLY +/- IN THE WALL LENGTH. TIE THE DBL 2x8 OR TRIPLE 2x6 HEADERS
<br />; NO MORE THAN 32" OC.
<br />'
<br />I
<br />SAME STUDS TO THE TOP PLATES WITH SIMPSON" TSP OVER THE 5'-4" DOOR OPENINGS
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<br />STUD PLATE TIES. I OR ANY SECOND STORY OPENING
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<br />NOT SPECIFIED.
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<br />NAIL THE COLLAR TIES
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<br />CATHEDRAL CEILING
<br />(5) IOd GALV COMMONS
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<br />EACH END,
<br />:
<br />10'-0"
<br />CEILING
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<br />USE (2) SIMPSON C616Z FLAT STRAPS FOR THE UPLIFT CONNECTION ON EACH OF THE
<br />STORAGE
<br />-
<br />- - - -
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<br />- - - - - -
<br />- - -
<br />_
<br />-----
<br />----
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<br />(3) STACKED BEARINGS ON EACH SIDE OF THE STAIRS. THE STRAPS AT THE FLOOR
<br />----------------------------------------------------------------------
<br />I
<br />'
<br />WILL BE 48" LONG WITH 13" END LENGTHS (26) 8d COMMONS NAILS ARE REQUIRED
<br />EXTER
<br />-------------
<br />OR
<br />RIDGELINE
<br />I
<br />EQUALLY SPLIT INTO EACH END LENGTH. THE STRAPS AT THE ROOF LVL WILL BE 26"
<br />VAULTED CEILING
<br />WITH A 13" END LENGTH. THE SAME NAILING WILL BE USED. THE STRAPS WILL BE
<br />'
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<br />LOCATED
<br />ON THE OUTSIDE OF THE WALL ON THE
<br />KITCHEN
<br />SIDE.
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<br />231-811
<br />2.OE 16
<br />2 PLY GP LVL LAM BEAM (ROOF
<br />LOAD
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<br />3 POINT BEARING
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<br />H2.5A HURRICANE TIES
<br />I H3 HURRICANE LIES WHERE i Qom'
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<br />10/12 VALLEY TRUSSES
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<br />ON 10/12 ROOF TRUSSES
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<br />INDICATES THE APPROX LOCATION OF
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<br />1/2" THREADED
<br />RODS FOR THE UPLIFT
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<br />NECTIONS ON THE FRAME WALLS.
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<br />--------------------------------------------------
<br />FRONT PORCH:ROOF BELOW
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<br />--------------------------------------------------
<br />'1'-4 11
<br />sm
<br />31'-4"
<br />SECOND STORM' FLOOR PLAN
<br />ROOF TRUSS AND CONVENTIONAL FRAMING NOTES:
<br />1) ALL TEMPORARY AND PERMANENT BRACING
<br />INFORMATION FOR THE ENGINEERED ROOF TRUSSES
<br />WILL BE FURNISHED BY THE TRUSS COMPANY THAT
<br />PRODUCES THE TRUSSES.
<br />2) VERT WEBS ARE REQUIRED AT THE GABLE BRACING
<br />LOCATIONS. THE GABLE BRACES ARE AT THE EXTERIOR
<br />RIDGE AND APPROX 1'-0" OC, DOWN FROM THE RIDGE ON
<br />BOTH SIDES.
<br />3) ALL TRUSS TO TRUSS CONNECTIONS WILL BE FURNISHED
<br />BY THE TRUSS COMPANY.
<br />4) 2x BLOCKING WILL BE REQUIRED UNDER THE EDGE OF THE VALLEY
<br />SHEATHING WHERE IT INTERSECTS WITH THE MAIN ROOF AND
<br />THE VALLEY RAFTERS WILL REQUIRE 2x BLOCKING FOR BEARING
<br />UNDER THE MAIN ROOF SHEATHING.
<br />•
<br />PRE - ENGINEERED ROOF TRUSSES
<br />24" OC MAXIMUM SPACING
<br />TC LL 20.0 PSF
<br />TC DL Z.O PSF
<br />BC DL 10.0 PSF
<br />BC LL 0.0 PSF
<br />TOTAL LOAD. 31.0 PSF
<br />DUR.FAC, 1,25
<br />DEFLECTION MEETS L / 360 LIVE
<br />AND L / 240 TOTAL LOAD
<br />RAFTER LOADING
<br />20 PSF LIVE LOAD
<br />15 PSF DEAD LOAD
<br />240 DEFLECTION
<br />1'-411
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<br />1�
<br />DESIGN SERVICES INC.
<br />MOBILE/ OFFICE 352-206-582"1
<br />R. S. HANLEY P O BOX 1325 SAN ANTONIO
<br />FLA, 335-16
<br />EMAIL: harlley06-membarclmail.com
<br />CUSTOM HOMES AND BARNS
<br />MIN 2X6 #2 PINE TOP CHORD
<br />X-CROSS BRACING
<br />MIN' OF (2)
<br />12d COMMONS
<br />PER TRUSS JOINT
<br />BOTTOM CHORD AND X-JOINT
<br />X-BRACING MIN 1X4
<br />20 -O OC MAX. CONTINUOUS #2 PINE
<br />TRUSS BRACING
<br />X-5RACING DETAIL
<br />NAIL THE 2X6 MEMBERS OF THE X-GROSS BRACING
<br />INTO THE VERTICLE WEBS OF THE ROOF TRUSSES WITH
<br />(2) 12d GALV. COMMONS.
<br />2X4 BLOCKING NAILED BETWEEN
<br />(4) TRUSSES IN FROM THE GABLE END THE TRUSSES AT THE TOP WITH
<br />(2) 12d COMMONS EACH END,
<br />,'�'2X4
<br />8'-O"
<br />STRING
<br />DBL 2X HEADER OR FRAME WALL
<br />THE TRUSS COMPANY WILL BE REQUIRED
<br />TO PLACE VERT. WEBS AT THE GABLE
<br />EXTE
<br />BRACING LOCATIONS.
<br />2X4 DIAGONAL X-BRACE NAILED
<br />rO THE VERT WEBS WITH (2) 12d GALV.
<br />:�OMMONS AND INTO THE TOP AND
<br />BOTTOM OF THE COMMON TRUSS
<br />4ND THE GABLE END.
<br />2" MAX OH WITHOUT OUTLOOKERS
<br />24" MAX WITH OUTLOOKERS AND
<br />SIMPSON H3 HURRICANE TIES
<br />210R WALL, COLUMN OR POST
<br />GA5LE 5RACING DETAIL
<br />WOODEN HEADER
<br />SPLICE
<br />0
<br />0
<br />0I
<br />I
<br />Q
<br />9'�
<br />ALL WOOD HEADERS WILL BE LAPPED A MIN OF 48"
<br />WHEN SPANS ARE LONGER THAN NOMINAL SIZES AND
<br />NAILED WITH 126 GALV, COMMONS AT 12" OC IN (3) ROWS
<br />FOR HEADERS AND FLOOR BEAMS MADE OF 2x12, 2x10
<br />AND 2x8. ALL OTHERS WILL BE NAILED IN (2) ROWS. NAIL
<br />EACH SIDE OF ALL SPLICES. 1/2" SPACERS ARE NOT
<br />REQUIRED.
<br />ALL ENGINEERED WOOD PRODUCTS ARE TO BE
<br />FURNISHED BY THE TRUSS MANUFACTURER.
<br />USE SIMPSON H2.5A HURRICANE TIES TO CONNECT ALL ROOF
<br />TRUSSES TO THE FRAME WALLS OR BEAMS UNLESS OTHERWISE
<br />SPECIFIED,
<br />JOB NAME and ADDRESS
<br />JAMIE R CREWS
<br />40134 CHANCEY ROAD
<br />ZEPHYRHILLS, FLORIDA
<br />33540
<br />MAIN FLOOR LIVING AREA 1ro44 SF
<br />SECOND FLOOR LIVING AREA lOFoO SF
<br />FRONT PORCH 251 SF
<br />REAR PORCH 504 SF
<br />SECOND STORM' PORCH 292 SF
<br />OUTSIDE CLOSET 50 SF
<br />TOTAL UNDER ROOF 3801 SF
<br />DAVID W. SMITH, MS, PE.
<br />FLORIDA LIC.* 53608
<br />352-521-0865 OFFICE 352-521-0861 FAX,
<br />9909 WALLASTON DRIVE DADE CITY ,FLA. 33525
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED THIS
<br />PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
<br />ASCE 1-10 AND THE 2011 FLORIDA BUILDING CODE
<br />6th EDITION.
<br />DAVID W, SMITH, MS. PE, LIC.* 53605
<br />
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