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<br />b / 8 / 10
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<br />GAFSTANDARD
<br />SHINGLE DETAIL
<br />11"11"1111
<br />NORMAL WIND LOAD
<br />5" EXPOSURE .
<br />FL* 10124,1
<br />VALLEY LINING MATERIAL
<br />1
<br />,roll MIN,
<br />2" CENTERLINE
<br />ALWAYS REFER TO THE MANUFACTURERS
<br />SPECIFICATIONS FURNISHED TO THE JOBSITE.
<br />4"x5" ANGLE 26 GAUGE GALVANIZED METAL
<br />RUBBER VALLEY FLASHING OVER THE TOP OR
<br />12" WIDE 26 GAUGE GALVANIZED METAL
<br />ALL SHINGLES ARE TO BE NAILED WITH 11 OR 12 GAUGE
<br />GALVANIZED NAILS WITH 3/8" .DIAMETER HEADS. ALL NAILS
<br />MUST PENETRATE AT LEAST 3/4" INTO THE WOOD SHEATHING,
<br />FRAMING NOTES:
<br />1) ALL WOOD USED FOR SOLE PLATES OR IN CONTACT
<br />WITH SOIL WILL BE 02 PT SOUTHERN YELLOW PINE
<br />2) ALL INTERIOR AND EXTERIOR WALLS SHALL BE
<br />02 SPRUCE OR BETTER AND SPACED 1611 OC,
<br />3) ALL ENG, WOOD BEAMS SUCH AS MICROLLAMS
<br />HAVE BEEN DESIGNED ACCORDING TO THE
<br />TRUSSJOIST SPECIFICATIONS.
<br />4) ALL OF THE SIMPSON FASTENERS AND HANGERS
<br />MAY BE REPLACED WITH THOSE OF EQUAL OR GREATER
<br />VALUES, ALWAYS VERIFY THIS WITH THE ENG. OF RECORD,
<br />5) ALL ELECTRICAL,PLUMBING AND MECHANICAL ROUGH INS
<br />MUST BE COMPLETED, INSPECTED AND APPROVED PRIOR
<br />TO REQUESTING A FRAMING INSPECTION.
<br />6) ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED
<br />CENTER OF THE STUD UNLESS NOTED OTHERWISE.
<br />-7) ALL OF THE EXTERIOR DIMENSIONS ARE GIVEN TO THE
<br />FACE OF THE FRAME OR MASONRY WALL WHICH WILL
<br />ALIGN WITH THE FOUNDATION WALL BELOW. (FRAME
<br />WALLS ARE HELD IN 1/2" TO ALIGN THE EXTERIOR
<br />SHEATHING WITH THE FOUNDATION).
<br />8) ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY
<br />SHALL BE PRESSURE TREATED LUMBER.
<br />9) ALL WOOD HEADERS ARE TO BE NO LESS THAN A DBL 2X(o
<br />*2 SOUTHERN YELLOW PINE,
<br />( NO PLYWOOD SPACERS REQUIRED)
<br />10) ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS
<br />SHALL BE NO LESS THAN 02 SOUTHERN YELLOW PINE
<br />LUMBER, IF THE LUMBER WILL BE IN THE WEATHER OR
<br />CLOSER THAN 18" FROM THE GROUND IT WILL NEED
<br />TO BE PRESSURE TREATED. EXCEPT AS NOTED.
<br />11) ALL TEMPORARY AND PERMANENT BRACING INFORMATION
<br />FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY
<br />THE TRUSS COMPANY THAT PRODUCES THE TRUSSES,
<br />12) NAIL 2x BLOCKING BETWEEN TRUSSES IN ALL AREAS THAT
<br />A PLY -CLIP CANT BE APPLIED.
<br />ATTIC VENTILATION
<br />FOR GABLES OR HIP ROOFS VENTILATION SHALL BE
<br />PROVIDED TO FURNISH CROSS VENTILATION OF EACH
<br />SEPERATE ATTIC. THE RATIO OF TOTAL NET FREE
<br />VENTILATING AREA TO THE AREA OF THE CEILING
<br />SHALL BE NOT LESS THAN 1/150,
<br />SIMPSON HETA 16
<br />EMBEDDED TRUSS STRAPS
<br />MIN OF 4" EMBEDDMENT�
<br />FL"114-133
<br />ALUM, DRIP SAVE
<br />PRE FINISHED FASCIA
<br />OVER 2X SUB -FASCIA
<br />ALCOA VENTED SOFFITT
<br />FL" 11191,8
<br />R-103.6.1 EXTERIOR PLASTER
<br />EXTERIOR USE OF PORTLAND CEMENT
<br />PLASTER SHALL COMPLY WITH APPLICATION
<br />REQUIREMENTS OF ASTM CS26-98 AND C 1063-Sl
<br />� a-r-rac access �
<br />ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS
<br />EXCEEDING 30 SQ.FT. AND HAVING MINIMUM 30 INCHES OF
<br />VERTICAL HEIGHT, ROUGH FRAMED OPENINGS NOT TO BE
<br />LESS THAT 22"X30" INCHES,
<br />FIBERGLASS SHINGLES INSTALLED
<br />PER THE DETAIL OF THIS PLAN OR
<br />AS PER THE MANUFACTURER IF
<br />ANOTHER TYPE OF SHINGLE
<br />IS CHOOSEN
<br />1/211 CDX (32/24) OR OSB SHEATHING 4 PLY MIN, •30 ROOFING FELT
<br />NAILED WITH 8d COMMONS AT ro" OC EXCEPT AT
<br />THE GABLE BRACING AREA NAIL AT 3" OC.
<br />PRE CAST CONCRETE SILL
<br />8" CONCRETE BLOCK
<br />EXTERIOR WALLS
<br />05 REBAR IN FILLED CELLS
<br />PER FOUNDATION PLAN
<br />FINISHED GRADE
<br />THE BOTTOM ON THE FOOTER
<br />WILL BE A MIN OF 12" INTO
<br />EXISTING THE GROUND
<br />ram`
<br />i i 1
<br />ALL TEMPORARY AND PERMANENT
<br />BRACING INFORMATION FOR THE
<br />ENGINEERED ROOF TRUSSES
<br />WILL BE FURNISHED BY THE
<br />TRUSS COMPANY THAT
<br />PRE-ENG. WOOD TRUSSES: PRODUCES THE TRUSSES.
<br />R-30 INSULATION
<br />POURED LINTEL BLOCKS WITH (1) 05 ROD
<br />TIED TO VERT RODS IN FILLED CELLS
<br />POURED LINTELS OVER ALL OPENINGS
<br />1/211 DRYWALL OVER IX FURRING STRIPS
<br />AND RIGID INSULATION R-6
<br />SEE DETAIL SHEET OF THIS PLAN FOR
<br />WINDOW AND DOOR INSTALLATION, THE
<br />CONTRACTOR IS RESPONSIBLE TO HAVE
<br />INSTALLATION INSTRUCTIONS ON THE JOBSITE
<br />IF OTHER COMPONENTS ARE CHOOSEN,
<br />INTERIOR TRIM
<br />SEE THE FOUNDATION PLAN
<br />FOR THE FOOTER SIZING
<br />FINISHED FLOORING
<br />CLEAN TREATED SOIL
<br />1/2" CEILING DRYWALL
<br />ON ALL INTERIOR CEILINGS
<br />AND VINYL CEILINGS OVER
<br />IX3 STRIPPING 1611 OC ON ALL
<br />EXTERIOR CEILINGS
<br />( 1/2" PAINTED CDX MAY BE
<br />SUBSTITUTED FOR THE
<br />VINNL CEILING)
<br />SEE FLOOR PLAN FOR
<br />CEILING HEIGHTS
<br />R. 5. HANLEY
<br />BECAUSE T4416 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 />LUMBER SPEGS
<br />ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS
<br />SHALL BE NO LESS THAN #2 SOUTHERN YELLOW PINE
<br />LUMBER. IF THE LUMBER WILL BE IN THE WEATHER OR
<br />CLOSER THAN 18" FROM THE GROUND IT WILL NEED
<br />TO BE PRESSURE TREATED. EXCEPT AS NOTED. ALL
<br />FRAME WALLS WILL BE NO LESS THAN A *2 SPRUCE
<br />AT 1611 OC, INTERIOR AND EXTERIOR,
<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-2010 EFFECTIVE 1/ 1/ 10
<br />TREATMENT: ( SOIL CHEMICAL
<br />BARRIER METHOD)
<br />1)
<br />A PERMANENT SIGN TO IDENTIFY THE TERMITE TREATMENT PROVIDER AND
<br />9)
<br />CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
<br />NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED.
<br />REMOVED BEFORE EXTERIOR SOIL TREATMENT
<br />THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL
<br />10)
<br />SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITH 1'-0"
<br />2)
<br />CONDINSATE AND ROOF DOWN SPOUTS SHALL DICHARGE AT LEAST 1'-0" AWAY FROM
<br />OF THE STRUCTURES SIDEWALLS.
<br />THE BUILDING SIDEWALLS
<br />Ill
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIERS MUST BE INSTALLED AFTER
<br />3)
<br />IRRIGATION SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL
<br />CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION.
<br />NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDINGS SIDEWALLS
<br />ANY 501L DISTURBED AFTER THE VERTICAL BARRIER 15 APPLIED, SHALL BE
<br />4)
<br />TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING
<br />RETREATED.
<br />AND FINAL EARTH GRADE SHALL NOT BE LE55 THA 6 INCHES ( EXCEPTION PAINT OR
<br />12)
<br />ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT
<br />DECORATIVE CEMENTIOUS FIN15H LESS THAN 518" THICK ADHERED DIRECTLY TO THE
<br />13)
<br />A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY
<br />FOUNDATION WALL.)
<br />A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL
<br />5)
<br />INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL IS COMPLETED.
<br />BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE. " THE BUILDING HAS
<br />90
<br />SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED
<br />RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES,
<br />OR FORMED.
<br />THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE
<br />FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
<br />1)
<br />BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLLATION OF TRAPS, ETC. SHALL BE
<br />14)
<br />AFTER ALL WORK 1S COMPLETE LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />MADE WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF A 51ZE AND
<br />BELOW AND WITHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES,TUB
<br />DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT,
<br />TRAP BOXES, FORMS,SHORING OR OTHER CELLULOSE CONTAINING MATERIAL.
<br />8)
<br />A MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST
<br />15)
<br />NO WOOD, VEGETATION, STUMPS, CARDBOARD ,TRASH ETC. , SHALL BE BURIED WITHIN
<br />RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT,
<br />15'-0" OF ANY BUILDING OR PROPOSED BUILDING
<br />RE -TREATMENT IS REQUIRED,
<br />DESIGN SERVICES INC.
<br />MOBILE/ OFFICE 352-206-582i
<br />OFFICE FAX 352-588-2342
<br />P 0 BOX 1325 SAN ANTONIO
<br />FLA. 335-Tro
<br />EMAIL: Han ley06eembargmail,com
<br />CROSS SECTION
<br />CONTRACTOR
<br />G, L STEVE CONSTRUCTION
<br />ZEF14YRHILLS FLORIDA
<br />813-3SS-i314
<br />GAME ROOM ADDITION ro4i 5F
<br />OWNERS NAME ,AND ADDRESS
<br />RICHARD and DEBORAH STILES
<br />ro10-f SILVER OAKS BLVD
<br />ZELPHYRH I LLS FLA
<br />33542-4806
<br />EAST PASCO COUNTY
<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, THE FLORIDA BUILDING CODE 200"1 EDITION
<br />AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS
<br />AND UPDATES TO FBC-Ol,
<br />r.i
<br />DAVID W. SMITH MS, PE. * 53608
<br />
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