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IN
<br />GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2011 FLORIDA BUILDING CODE
<br />6TH EDITION AND THE 2011 FLORIDA BUILDING CODE - RESIDENTIAL 6TH EDITION,
<br />T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING
<br />COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE.
<br />THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS:
<br />SLAB:
<br />LIVE LOAD - 50 P.S.F.
<br />DEAD LOAD - 10 P.S.F.
<br />ROOF:
<br />LIVE LOAD (TRUSS TOP CHORD) - 20
<br />DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED)
<br />DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F.
<br />ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F.
<br />WIND:
<br />BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31: PER 2011 FLORIDA
<br />BUILDING CODE, RESIDENTIAL 6TH EDITION- SECTION R301.2.1.1. AND 2011 FLORIDA BUILDING CODE
<br />6TH EDITION SECTION 1609
<br />COMPONENT 4 CLADDING WIND LOADS
<br />WIND DESIGN ASSUMPTIONS:
<br />BUILDING EXPOSURE - B
<br />BUILDING RISK CATEGORY - II
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT 4 EXPOSURE ADJUSTMENT
<br />COEFFICIENT - 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT - +/- 0.18
<br />WIND SPEED SHOWN AT THE BOTTOM RIGHT
<br />CORNER OF THIS SHEET
<br />ALL STRUCTURAL ELEMENTS, EXTERIOR
<br />WALLS AND INTERIOR WALLS SHALL BE
<br />TYPE V CONSTRUCTION PER FBC 602.5
<br />ALL OTHERCOMPONENT
<br />BUILDING
<br />ROOF OVERHANG
<br />ZONE
<br />LOADS
<br />LOADS
<br />1
<br />N/A
<br />+32.3/-353
<br />2
<br />-65.1
<br />+32.3/-56.2
<br />3
<br />-110.6
<br />4
<br />N/A
<br />+35.3/-38,2
<br />5
<br />N/A
<br />+35.3/-41.2
<br />SOIL BEARING 4 COMPACTION:
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
<br />(MINIMUM), THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
<br />ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P,S,F,
<br />FOUNDATION LOADING.
<br />T.L. HANSON: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
<br />NOR PERFORMING ANY SOIL TESTING.
<br />T,L, HANSON SHALL NOT BE RESPONIS15LE FOR THE SITE SOILS ABILITY TO SUPPORT
<br />THE BUILDING LOADS,
<br />FOUNDATIONS 4 SLAB -ON -GRADE:
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA,
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
<br />SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
<br />COMPACTED AND TERMITE POISONED SOIL,
<br />CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 26 DAY
<br />COMPRESSIVE STRENGTH OF 2,500 P.S.I.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
<br />FOR 05 REBAR, 30" FOR "6 REBAR 4 35" FOR 01 REBAR,
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
<br />FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
<br />SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
<br />A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS,
<br />TIMBER MATERIALS:
<br />ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
<br />PRIOR TO REQUESTING THE FRAMING INSPECTION.
<br />IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
<br />"USP" OR "SIMPSON" CONNECTORS SHOWN.
<br />ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
<br />MATERIALS
<br />INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR SETTER WITH SINGLE 2 X 4 P.T.
<br />PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED
<br />MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT
<br />GARAGE TO HAVE MINIMUM R-11 INSULATION
<br />ATTIC ACCESS:
<br />ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ, FT, AND HAVING MINIMUM
<br />30 INCHES OF VERTICAL HEIGHT, ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES,
<br />WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE
<br />WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305.1.3
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
<br />2x4 CROSS -BRACING 6 RIDGE
<br />20'-0" MAX I 7
<br />lip
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<br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL
<br />BRACING OR CROSS BRACING REQUIREMENTS
<br />REQ. MINIMUM I TRUSS 5RACING
<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 />TOP/BOTTOM CHORD GABLE
<br />% END BRACING v 48" O.C. MAX
<br />FOR THE FIRST 4 ROWS OF
<br />TRUSSES (MIN 2X4 )
<br />lU
<br />J
<br />4
<br />CONT. BOTTOM CHORD
<br />BRACING 0'x4" MIN.) o
<br />10'-O" MAX.
<br />A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED, THE CERTIFICATE
<br />SHALL STATE
<br />"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES,"
<br />IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
<br />OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
<br />BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
<br />MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
<br />BACKFILLING 4 COMPACTION ARE COMPLETE
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
<br />(INCLUDING ANY BOXED OR FORMED AREAS) -
<br />BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
<br />ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
<br />INITIAL TREATMENT.
<br />A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
<br />SHALL BE REQUIRED
<br />ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION), ANY SOILS DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
<br />BUILDING SIDEWALLS (PER FBC R318).
<br />AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
<br />AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
<br />FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
<br />WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
<br />FOR FUTURE TERMITE INFESTATIONS
<br />TRUSSES:
<br />IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE
<br />TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L. HANSON 4 ASSOCIATES IS
<br />REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
<br />INTENT PRIOR TO COMMENCEMENT OF THE PROJECT,
<br />EXTERIOR WINDOWS 4 DOOR ASSEMBLIES:
<br />ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
<br />101/162 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
<br />TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
<br />INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
<br />TO ACHEIVE THE DESIGN PRESSURES SPECIFIED,
<br />ELECTRICAL, PLUMBING 4 MECHANICAL:
<br />IN ACCORDANCE WITH CHAPTER 411.003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL,
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
<br />MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
<br />ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />"Am" CIRCUIT.
<br />SAFETY GLAZING:
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
<br />GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
<br />(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
<br />ASSEMBLIES.
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
<br />ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
<br />THAN 60 INCHES ABOVE THE DRAIN INLET.
<br />(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
<br />CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
<br />FINISHED FLOOR OR WALKING SURFACE.
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
<br />CONDITIONS:
<br />A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT,
<br />B) BOTTOM EDGE LESS THAN IS INCHES ABOVE THE FLOOR.
<br />C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
<br />D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
<br />PLANE OF THE GLAZING.
<br />REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R3O8 FOR ADDITIONAL AREAS
<br />THAT MAY BE CONSIDERED .4 HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
<br />5'-O"
<br />ROOF EDGE
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<br />2" X 8" RIDGE BOARD
<br />CONT, 2"X4'L-�
<br />USP "RT3" OR -
<br />SIMPSON "H3"
<br />HURR. STRAP m
<br />48" O.C. TYP,
<br />2"X4" HAILERS
<br />(TYP.)
<br />2"X4" VERTICAL SCAB im 46" O.C.
<br />(MAX.) CONN. W/ 4-16D NAILS m
<br />TOP 4 USP "RT3" OR SIMPSON "H3"
<br />HURRICANE CLIP AT BOTTOM,
<br />2" X 6" (02 YELLOW PINE)
<br />RAFTERS m 24" O.C,
<br />USP "RT3" OR
<br />SIMPSON 11H3"
<br />PURR. STRAP
<br />EACH END
<br />2" X 8" RIDGE BOARD
<br />SIMPSON H3 FRAMING
<br />ANCHOR TYP.
<br />ROOF SHEATHING
<br />VERT. SCAB
<br />BEVEL CUT
<br />TYP,
<br />CONT, 2"X4"
<br />NAILER TYP.
<br />(2-16D NAILS
<br />PER TRUSS)
<br />USP "RT3" OR
<br />SIMPSON "143"
<br />PURR, STRAP m SECTION IIA11-IIAII
<br />48" O.G. TYP.
<br />BUSSES BELOW SHEATHED
<br />RIOR TO VALLEY FRAMING
<br />ISTALLATION.
<br />X ro" ("2 YELLOW PINE)
<br />VALLEY FRAMING (TYP.)
<br />COMMON TRUSS
<br />END NOT EXPOSED TO WIND
<br />ROOF VALLEY DETAIL -
<br />NOT -TO -SCALE
<br />0
<br />PROVIDE MINIMUM 16" 26 GA VALLEY FLASHING o
<br />AT ALL ROOF CHANGES AND SIDE WALL AREAS °
<br />0
<br />PER FBC 1012,5 /R103,15, 103,8., 903.2 AND SO5
<br />PLACE ROOF CEMENT COATING AT ROOF DECKS 0 0
<br />EDGES OF FLASHING AND ALL LAPS. NAIL FLASHING ° °
<br />WITH 1 1/2" ROOF NAILS 12" OC 0 0
<br />0 °
<br />o °
<br />0 °
<br />° ° °
<br />0 °
<br />0
<br />0
<br />0
<br />° SIDE WALLS OR CHIMNE`
<br />0 0 0
<br />0
<br />° o MINIMUM 8"X8" 26 GA ANGLE FL
<br />0 OR STEP FLASHING, SEE NOTE <
<br />0 ROOF DECK AT SIDE WALLS
<br />TYPICAL ROOF FLASHING DETAIL
<br />NOT TO SCALE
<br />STUD SPACING
<br />L- BRACING
<br />NO
<br />L-BRACING
<br />(1) 2 X 4
<br />L BRACING
<br />(2) 2 X 4
<br />L BRACING
<br />(2) 2 X 6
<br />L BRACING
<br />16"
<br />0'-0" TO 4'5"
<br />4'-5" TO 8'0"
<br />8'011- 12-0"
<br />12'0" TO 16'O"
<br />24"
<br />0'-0" TO 4'0"
<br />4'0" TO TO"
<br />1'0" TO 10'0"
<br />10'0" TO 14'0"
<br />p NO ANGLE BRACING REQUIRED WHEN
<br />GABLE IS NO MORE THAN 24" TALL IN
<br />CENTER
<br />4
<br />l7
<br />BACKNAIL W/ (2) I&D NAILS
<br />4
<br />GABLE END
<br />5 -o PARTIAL ROOF PLAN 5 -0
<br />ZONE O 8d RING SHANK NAILS AT 6" O.C. AT EDGES
<br />8d RING SHANK NAILS AT 6" O.C. INTERMEDIATE
<br />ZONES 2O 3O ad 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 NAILINC-s
<br />NOT TO SCALE
<br />O
<br />O
<br />NOTE: NO L BRACING REQUIRED WHEN
<br />PEAK OF GABLE IS 4'0" OR LESS
<br />BRACING TO EXTEND AT LEAST 90
<br />45 DEGREES OF WEB LENGTH ( SEE TABLE ABOVE)
<br />MAXIMUM
<br />STEP DOWN GABLE TRUSS WITH ONE LAYER
<br />I/2" CDX SHEATHING OR 1/I6" OSB NAILED
<br />WITH 8D COMMON NAILS 4" OC
<br />SIMPSON LSTA24 OR EQUAL
<br />AT 2'0" OC ( TYP)
<br />2X4 ANGLE BRACING AT 48" OC ALONG
<br />GABLE END NAIL ENDS TO 2 X 4 BLOCKING
<br />WEB BLOCKING WITH (2) 160 TOE NAILS
<br />WOOD BEAM OR
<br />WALL BELOW
<br />1/2" EXTERIOR
<br />CEILING BOARD 2 J( 4 NAILER ATTACHED TO BOTTOM
<br />CORD OF GABLE TRUSS AND COMMON
<br />TRUSS WITH 2 EACH 120 COMMON NAILS
<br />AT EACH UPRIGHT MEMBER ON GABLE
<br />GABLE END BRACING DETAIL
<br />NOT TO SCALE
<br />2 X 4 WEB BLOCKS NAILED IN BETWEEN
<br />WEBS WITH (2) 16D NAILS EACH END WITH
<br />(6) 16D NAILS AT EACH END NAIL TO 2X1
<br />4-16D TOE NAILS tv
<br />RIDGE BOARD END
<br />USE lU SIMPSON HIO CLIP AT A
<br />TRUSSES TO WOOD WALLS, FILL
<br />NAIL HOLES WITH IODXI 1/2" NAI
<br />1NG 8b" BLOCK WALL
<br />ROOF TRU88 PLAN 1/4II _ 11 OII
<br />HVAC PLAN 1/4 = 11 OII
<br />—T.L. VAN -SON FEE, LICENrE NO 38654
<br />1110
<br />PVO S fAi ADE CI F r33526
<br />I HERBY CE1�11 �,1%42-� ESE 'LA,t*C C" NDT SPECIFICATIONS
<br />WERE PREPAI"I"-t j i0 DIa%,�T,,DIRECT SUPERVISION
<br />ARE IN COMPLIA E tUlT�l"CF�A�T.FlI� SECTION 1609 OF THE
<br />FLORIDA BUILDIN g�,2IiT LtiDDITION AND ASCE 1-10
<br />FOR 139 MPH WIND Z� 14 A#7EGORY II AND THE ENTIRE
<br />2011 BUILDING CODE RESIDENTIAL 6TH ADDITION
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