|
SPLICE,
<br />0 O O - 0 O O O O
<br />0 0 0 0 0 0 0 0
<br />t o 0 0 0 l o 0 0 0
<br />ALL WOOD HEADERS WILL BE LAPPED A MIN OF 48"
<br />WHEN SPANS ARE LONGER THAN NOMINAL SIZES AND
<br />NAILED WITH 12d COMMONS AT 12" OC IN (3) ROWS FOR
<br />HEADERS MADE OF 2x12, 2x10 AND 2x8, ALL OTHERS WILL
<br />BE NAILED IN (2) ROWS, NAIL EACH SIDE OF ALL SPLICES.
<br />NO 1/2" SPACERS ARE REQUIRED,
<br />WOODED DEADER DETAIL.
<br />GO-BOLTS FL# 2434.1 AS PER
<br />RAFTER LAYOUT
<br />ATTACH A 2X6 LEDGER TO THE EXISTING MASONRY WALL
<br />WITH 3/16" x 2 3/4" TAFCON FASTENERS FL #13328 IN 2 ROWS
<br />STAGGERED TOP AND BOTTOM AT 16" OC, A MIN EDGE
<br />DISTANCE OF 1 1 /8" AND A MIN EMBEDDMENT OF 1 114" INTO
<br />HOLLOW BLOCK.
<br />1/2" ROOF SHEATHING NAILED TO THE
<br />RAFTERS WITH 84 COMMONS AT 6" OC
<br />GAF ROLL ROOFING GAF-ELK ROOF IN ALL AREAS, COVERED WITH A MOISTURE
<br />FL #5680.1 UNDERLAYMENT BARRIER AND GAF ROLL ROOFING.
<br />FL" 10626.1
<br />RAFTERS AT 24" OC DRIP EAVE
<br />1/2" PLYWOOD CEILING NAILED WITH
<br />8d COMMONS AT 8" OC PAINTED
<br />OR COVERED WITH FINISHED VINYL
<br />R -21 CEILING INSULATION
<br />ATTACH THE 2X4 WALL TO THE EXISTING MASONRY WALL
<br />WITH 3/16" x 2 3/4" TAPC0N FASTENERS FL #13328 AT 24" OC
<br />SEE THE DETAIL. A MIN E=DGE DISTANCE OF 1 1/8" AND A MIN
<br />EMBEDDMENT OF 1 114 IN4TO HOLLOW BLOCK.
<br />3/16" x 2 3/4" TAPCON FASTENERS
<br />CROSS SECTION 220 SF
<br />THE EXISTING SLAB THAT SUPPORTED THE EXISTING ROOM
<br />WILL BE POURED OVER WITH 3000 PSI CONCRETE TO RA15E
<br />THE ELEVATION TO MATCH THE HOUSE,
<br />20' -O"
<br />THE OVERHANGS ARE TO MATCH `r ALL 2X6 HEADERS
<br />THE EXISTING IF THAT IS WHAT THE -- r -- - - -� -- - - - -- - - - -- ----- T - - - -- ------------ - - - -- - - - -- --
<br />HOMEOWNER WANTS. THA GABLE
<br />OVERHANGS CAN ONLY BE 12" -- _ -
<br />UNLESS OUTLOOKERS ARE USED.
<br />,
<br />,
<br />r „ -r
<br />1` -O” I .� 2x6 RAFTERS AT 24 OC
<br />O
<br />GB INDICATES THE APPDX 60 BOLT LOCATIONS 'a 2X6 LEDGER rg
<br />-------------- i
<br />,
<br />,
<br />,
<br />EXISTING HOUSE
<br />,
<br />,
<br />ROOF FRAMING FLAN
<br />SCALE: 1/4"
<br />I
<br />NO
<br />SCALE
<br />J NAME AND ADDRESS:
<br />WILL RATL IF
<br />5336 20t1i STREET
<br />ZEPHYRHILLS, FLORIDA
<br />33542 -4625
<br />E X ISTING ALUMINUM F' ORCH
<br />BEING REPLACED
<br />WITH A WOOD FRAMED PORCH
<br />DAVID W. SMITH, MS. RE.
<br />FLORIDA LIC.1* 53608
<br />352 - 521 -0865 OFFICE 352- 521 -0861 FAX,
<br />390 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 -7, THE FLORIDA BUILDING CODE 200 EDITION
<br />AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS
<br />AND UPDATES TO FBC -07,
<br />DA W. SMITH MS. FE, 0 53608
<br />DESIGN SERVICES INC,
<br />MOBILE/ OFFICE 352 - 206 -582
<br />_ -- -- - -- - - - -- OFFICE FAX 352- 588 -2342
<br />R. S. HANLEY P 0 BOX 1.325 SAN ANTONIO
<br />FLA, 33576
<br />EMAIL: hanfey06�embargmail,com
<br />BECAUSE TH16 IS AN ADDITION IT WILL BE THE RESPONSIBILITY
<br />OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN
<br />THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING
<br />ANY WORK. THE HOMEOWNER REQUIRES THAT THIS ADDITION
<br />MATCHES THE EXISTNG HOUSE. IF ANY INFORMATION IS NOT ON
<br />THIS PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE
<br />NEW WORK IS MATCHING THE EXISTING,
<br />DATE
<br />12/9/11
<br />SEE THE SIMPSON STRONG TIES CATALOG FOR
<br />ANY ADDITIONAL INFORMATION ON ANY OF THE
<br />SIMPSON FASTENERS SPECIFIED ON THIS PLAN,
<br />CATALOG C -2011 EFFECTIVE 1/ 1/ 11
<br />THE FLORIDA PRODUCT APPOVAL
<br />NUMBERS ARE LOCATED IN THE
<br />AREAS THAT THE PRODUCT IS
<br />GOING TO BE USED,
<br />USE SIMPSON H3 HURRICANE TIES FL# 10456.13
<br />TO ATTACH THE RAFTERS TO THE LEDGER AND
<br />THE EXTERIOR WALLS.
<br />ALCOA VENTED SOFFITT
<br />FL# 11191,8
<br />HARDI VERT SIDING
<br />FL# 13709
<br />112 "x6" J- F3OLT5 AT 32" OC MAX
<br />d - -a s v 4 - . J d
<br />G V - -
<br />d 4 4 d
<br />A A n 1 Ii . A
<br />-- - -- - - - - - - - - - - - -
<br />MONOLITHIC SLAB
<br />4" / 3000 PSI MONOLITHIC CONCRETE SLAB
<br />OVER THE EXISTING SLAB. 6 x 6" 10/10 WIRE
<br />MESH, FIBERMESH CONCRETE CAN BE USE IN
<br />PLACE OF THE WIRE MESH,
<br />THE EXISTING, SLAB WAS INSPECTED AND
<br />APPEARS TO BE IN GOOD CONDITION,
<br />1= R,4MINC�
<br />NOTES:
<br />1)
<br />ALL WOOD USED FOR SOLE PLATES OR IN CONTACT
<br />ALIGN WITH THE FOUNDATION WALL BELOW. (FRAME
<br />WITH SOIL WILL BE #2 PT SOUTHERN YELLOW PINE .
<br />WALLS ARE HELD IN 1/2" TO ALIGN THE EXTERIOR
<br />SHEATHING WITH THE FOUNDATION),
<br />2)
<br />ALL INTERIOR AND EXTERIOR WALLS SHALL BE
<br />1(o "
<br />8)
<br />ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY
<br />02 SPRUCE OR BETTER AND SPACED OC,
<br />SHALL BE PRESSURE TREATED LUMBER,
<br />3)
<br />ALL ENG. WOOD BEAMS SUCH AS MICROLLAMS
<br />HAVE BEEN DESIGNED ACCORDING TO THE
<br />9)
<br />ALL WOOD HEADERS ARE TO BE NO LESS THAN A DBL 2X6
<br />TRUSSJOIST SPECIFICATIONS,
<br />#2 SOUTHERN YELLOW PINE,
<br />4)
<br />ALL OF THE SIMPSON FASTENERS AND HANGERS
<br />( NO PLYWOOD SPACERS REQUIRED)
<br />MAY BE REPLACED WITH THOSE OF EQUAL OR GREATER
<br />10)
<br />ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS
<br />VALUES, ALWAYS VERIFY THIS WITH THE ENG, OF RECORD,
<br />SHALL BE NO LESS THAN #2 SOUTHERN YELLOW PINE
<br />LUMBER, IF THE LUMBER WILL BE IN THE WEATHER OR
<br />5)
<br />ALL ELECTRICAL,PLUMBING AND MECHANICAL ROUGH INS
<br />CLOSER THAN 18" FROM THE GROUND IT WILL NEED
<br />MUST BE COMPLETED, INSPECTED AND APPROVED PRIOR
<br />TO REQUESTING A FRAMING INSPECTION,
<br />TO BE PRESSURE TREATED. EXCEPT AS NOTED.
<br />(0)
<br />ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED
<br />lU
<br />ALL TEMPORARY AND PERMANENT BRACING INFORMATION
<br />CENTER OF THE STUD UNLESS NOTED OTHERWISE,
<br />FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY
<br />7)
<br />ALL OF THE EXTERIOR DIMENSIONS ARE GIVEN TO THE
<br />THE TRUSS COMPANY THAT PRODUCES THE TRUSSES,
<br />FACE OF THE FRAME OR MASONRY WALL WHICH WILL
<br />12)
<br />NAIL 2x BLOCKING BETWEEN TRUSSES IN ALL AREAS THAT
<br />A PLY -CLIP CANT BE APPLIED.
<br />SPLICE,
<br />0 O O - 0 O O O O
<br />0 0 0 0 0 0 0 0
<br />t o 0 0 0 l o 0 0 0
<br />ALL WOOD HEADERS WILL BE LAPPED A MIN OF 48"
<br />WHEN SPANS ARE LONGER THAN NOMINAL SIZES AND
<br />NAILED WITH 12d COMMONS AT 12" OC IN (3) ROWS FOR
<br />HEADERS MADE OF 2x12, 2x10 AND 2x8, ALL OTHERS WILL
<br />BE NAILED IN (2) ROWS, NAIL EACH SIDE OF ALL SPLICES.
<br />NO 1/2" SPACERS ARE REQUIRED,
<br />WOODED DEADER DETAIL.
<br />GO-BOLTS FL# 2434.1 AS PER
<br />RAFTER LAYOUT
<br />ATTACH A 2X6 LEDGER TO THE EXISTING MASONRY WALL
<br />WITH 3/16" x 2 3/4" TAFCON FASTENERS FL #13328 IN 2 ROWS
<br />STAGGERED TOP AND BOTTOM AT 16" OC, A MIN EDGE
<br />DISTANCE OF 1 1 /8" AND A MIN EMBEDDMENT OF 1 114" INTO
<br />HOLLOW BLOCK.
<br />1/2" ROOF SHEATHING NAILED TO THE
<br />RAFTERS WITH 84 COMMONS AT 6" OC
<br />GAF ROLL ROOFING GAF-ELK ROOF IN ALL AREAS, COVERED WITH A MOISTURE
<br />FL #5680.1 UNDERLAYMENT BARRIER AND GAF ROLL ROOFING.
<br />FL" 10626.1
<br />RAFTERS AT 24" OC DRIP EAVE
<br />1/2" PLYWOOD CEILING NAILED WITH
<br />8d COMMONS AT 8" OC PAINTED
<br />OR COVERED WITH FINISHED VINYL
<br />R -21 CEILING INSULATION
<br />ATTACH THE 2X4 WALL TO THE EXISTING MASONRY WALL
<br />WITH 3/16" x 2 3/4" TAPC0N FASTENERS FL #13328 AT 24" OC
<br />SEE THE DETAIL. A MIN E=DGE DISTANCE OF 1 1/8" AND A MIN
<br />EMBEDDMENT OF 1 114 IN4TO HOLLOW BLOCK.
<br />3/16" x 2 3/4" TAPCON FASTENERS
<br />CROSS SECTION 220 SF
<br />THE EXISTING SLAB THAT SUPPORTED THE EXISTING ROOM
<br />WILL BE POURED OVER WITH 3000 PSI CONCRETE TO RA15E
<br />THE ELEVATION TO MATCH THE HOUSE,
<br />20' -O"
<br />THE OVERHANGS ARE TO MATCH `r ALL 2X6 HEADERS
<br />THE EXISTING IF THAT IS WHAT THE -- r -- - - -� -- - - - -- - - - -- ----- T - - - -- ------------ - - - -- - - - -- --
<br />HOMEOWNER WANTS. THA GABLE
<br />OVERHANGS CAN ONLY BE 12" -- _ -
<br />UNLESS OUTLOOKERS ARE USED.
<br />,
<br />,
<br />r „ -r
<br />1` -O” I .� 2x6 RAFTERS AT 24 OC
<br />O
<br />GB INDICATES THE APPDX 60 BOLT LOCATIONS 'a 2X6 LEDGER rg
<br />-------------- i
<br />,
<br />,
<br />,
<br />EXISTING HOUSE
<br />,
<br />,
<br />ROOF FRAMING FLAN
<br />SCALE: 1/4"
<br />I
<br />NO
<br />SCALE
<br />J NAME AND ADDRESS:
<br />WILL RATL IF
<br />5336 20t1i STREET
<br />ZEPHYRHILLS, FLORIDA
<br />33542 -4625
<br />E X ISTING ALUMINUM F' ORCH
<br />BEING REPLACED
<br />WITH A WOOD FRAMED PORCH
<br />DAVID W. SMITH, MS. RE.
<br />FLORIDA LIC.1* 53608
<br />352 - 521 -0865 OFFICE 352- 521 -0861 FAX,
<br />390 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 -7, THE FLORIDA BUILDING CODE 200 EDITION
<br />AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS
<br />AND UPDATES TO FBC -07,
<br />DA W. SMITH MS. FE, 0 53608
<br />DESIGN SERVICES INC,
<br />MOBILE/ OFFICE 352 - 206 -582
<br />_ -- -- - -- - - - -- OFFICE FAX 352- 588 -2342
<br />R. S. HANLEY P 0 BOX 1.325 SAN ANTONIO
<br />FLA, 33576
<br />EMAIL: hanfey06�embargmail,com
<br />BECAUSE TH16 IS AN ADDITION IT WILL BE THE RESPONSIBILITY
<br />OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN
<br />THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING
<br />ANY WORK. THE HOMEOWNER REQUIRES THAT THIS ADDITION
<br />MATCHES THE EXISTNG HOUSE. IF ANY INFORMATION IS NOT ON
<br />THIS PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE
<br />NEW WORK IS MATCHING THE EXISTING,
<br />DATE
<br />12/9/11
<br />SEE THE SIMPSON STRONG TIES CATALOG FOR
<br />ANY ADDITIONAL INFORMATION ON ANY OF THE
<br />SIMPSON FASTENERS SPECIFIED ON THIS PLAN,
<br />CATALOG C -2011 EFFECTIVE 1/ 1/ 11
<br />THE FLORIDA PRODUCT APPOVAL
<br />NUMBERS ARE LOCATED IN THE
<br />AREAS THAT THE PRODUCT IS
<br />GOING TO BE USED,
<br />USE SIMPSON H3 HURRICANE TIES FL# 10456.13
<br />TO ATTACH THE RAFTERS TO THE LEDGER AND
<br />THE EXTERIOR WALLS.
<br />ALCOA VENTED SOFFITT
<br />FL# 11191,8
<br />HARDI VERT SIDING
<br />FL# 13709
<br />112 "x6" J- F3OLT5 AT 32" OC MAX
<br />d - -a s v 4 - . J d
<br />G V - -
<br />d 4 4 d
<br />A A n 1 Ii . A
<br />-- - -- - - - - - - - - - - - -
<br />MONOLITHIC SLAB
<br />4" / 3000 PSI MONOLITHIC CONCRETE SLAB
<br />OVER THE EXISTING SLAB. 6 x 6" 10/10 WIRE
<br />MESH, FIBERMESH CONCRETE CAN BE USE IN
<br />PLACE OF THE WIRE MESH,
<br />THE EXISTING, SLAB WAS INSPECTED AND
<br />APPEARS TO BE IN GOOD CONDITION,
<br />
|