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<br />9
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2010 FLORIDA BUILDING CODE
<br />AND THE 2010 FLORIDA BUILDING CODE - RESIDENTIAL,
<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 />FLOORS: GARAGE SLAB:
<br />LIVE LOAD - 40 P.B,F, LIVE LOAD - 50 P.8,F,
<br />DEAD LOAD - 10 P.S,F, DEAD LOAD - 10 P.S,F,
<br />ROOF:
<br />LIVE LOAD (T U8$ TO CHORD) - 2 F R P RD O P.S. .
<br />DEAD LOAD (TRUSS TOP CHORD) - 10 P.B.F, (15 P,S,F. WHEN TILE ROOFING 18 INSTALLED)
<br />DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P,B,F,
<br />ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F.
<br />WIND:
<br />BUILDING IS DESIGNED TO CONFORM TO A$CE 1-10, CHAPTERS 26 TNRU 36 PER 2010 FLORIDA
<br />BUILDING CODE, RESIDENTIAL 8 D , RE DE NTIA L - SECTION
<br />ION R301.2.I,I. AND 2010 FLORIDA BUILDING CODE
<br />SECTION 1605,LI,
<br />COMPONENT t 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 • +/- 0.16
<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 OTHER
<br />BUILDING
<br />ROOF OVERHANG
<br />COMPONENT
<br />ZONE
<br />LOADS
<br />LOADS
<br />I
<br />N/A
<br />+32.3/-35.3
<br />2
<br />65,1
<br />+32.3/-56.2
<br />3
<br />10,6
<br />+32.3/-8S,O
<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. HAN60N SHALL NOT BE RESPONIVELE 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 28 DAY
<br />COMPRESSIVE STRENGTH OF 2,500 P.8.1,
<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 06 REBAR 4 35" FOR "1 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 814ALL BE ON THE
<br />SITE FOR THE BUILDING INSPECTORS UBE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
<br />A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACK$.
<br />GENERAL El
<br />EXISTING STRUCTURE ELECTRICAL SERVICE WILL HAVE TO
<br />BE INSPECTED BY ELECTRICAL CONTRACTOR PRIOR TO
<br />THE ADDITION ELECTRICAL WORK BEING STARTED, IF THE
<br />EXISTING SERVICE CAN NOT HANDLE LOAD FROM THE NEW
<br />ADDITION THE SERVICE WILL HAVE TO BE UPGRADED TO
<br />MEET LOCAL AND STATE OF FLORIDA BUILDING CODES,
<br />a
<br />GENERAL NOTES:
<br />TIMBER MATERIALS:
<br />TRUSSES'
<br />ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
<br />LUMBER UTILIZED IN BOTTOM PLATES, TOP PLATES, POSTS, STUD PACKS AND BEAMS
<br />IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFE98IONALS REVISE THE
<br />SHALL BE 02 YELLOW PINE (OR BETTER).
<br />TRU65 SYSTEM LAYOUT FROM TH08E SHOWN ON THESE PLANS T, L, HAN60N t ASSOCIATES 18
<br />REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
<br />EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 SPRUCE (OR BETTER).
<br />INTENT PRIOR TO COMMENCEMENT OF THE PROJECT,
<br />ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE,
<br />EXTERIOR WINDOWS 4 DOOR ASSEMBLIES:
<br />EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR l/16 0,6.8. (2-M-W RATING) NAILED
<br />WITH 8 NAILS S ACED AT 3" ,C, ALONG ALL t D P O O G L HORIZONTAL JOINTS EDGER: 6" O.C, ALONG ALL
<br />ALL EXTERIOR WINDOW t GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
<br />VERTICAL JOINTS t EDGES AND 12" O,C. ALONG ALL INTERMEDIATE STUDS.
<br />101/152 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
<br />ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
<br />MATERIALS
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
<br />INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P,T.
<br />TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
<br />PINE BOTTOM PLATE AND SINGLE 2 X 4 #2 SPRUCE TOP PLATE WITH STUDS SPACED
<br />MAXIMUM 24' OC. WALLS TO NAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT
<br />INSTALL ALL WINDOW t DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
<br />GARAGE TO HAVE MINIMUM R-11 INSULATION
<br />TO ACHEIVE THE DESIGN PRESSURES SPECIFIED,
<br />ELECTRICAL, PLUMBING 4 MECHANICAL:
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
<br />IN ACCORDANCE WITH CHAPTER 411,003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL,
<br />PRIOR TO REQUESTING THE FRAMING INSPECTION.
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
<br />MEET ALL APPLICABLE CODE$, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
<br />IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
<br />ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HI8/HER REQUIREMENTS.
<br />"USP" OR "SIMP80N" CONNECTORS SHOWN.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN Fi FEET OF $INKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
<br />SOIL TERMITE TREATMENT:
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDEB, INCLUDING PESTICIDES
<br />"AFI" CIRCUIT.
<br />APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION,
<br />SAFETY GLAZING:
<br />A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED, THE CERTIFICATE
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
<br />SHALL STATE (PER FBC R318):
<br />GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
<br />(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
<br />"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />ASSEMBLIES.
<br />TERMITES, THE TREATMENT 18 IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />(2) GLAZING IN DOORS AND ENCLOSURE$ FOR HOT TU58, WHIRLPOOL$, SAUNAS, STEAM
<br />DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES,"
<br />ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING 18 LE88
<br />IF A REGISTERED TERMITICIDE BAIT SYSTEM 18 TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />THAN 60 INCHES ABOVE THE DRAIN INLET.
<br />SECTIONS R316.1 THROUGH R318.1 DO NOT APPLY, A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
<br />(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
<br />THE NEAREST VERTICAL EDGE 18 WITHIN A 24 INCH RADIUS OF THE DOOR IN A
<br />BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
<br />CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
<br />MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. (PER FBC R318)
<br />FINISHED FLOOR OR WALKING SURFACE,
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
<br />BACKFILLING 4 COMPACTION ARE COMPLETE (PER FBC R318).
<br />CONDITIONS:
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
<br />A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN S 60. FT.
<br />(INCLUDING ANY BOXED OR FORMED AREAS) - (PER FBC R318).
<br />B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR,
<br />BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR,
<br />WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
<br />D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
<br />ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
<br />PLANE OF THE GLAZING,
<br />INITIAL TREATMENT. (PER FBC R318)
<br />REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
<br />A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
<br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
<br />$HALL BE REQUIRED (PER FBC R318).
<br />DRAFT.STOPPING:
<br />ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />IN SINGLE FAMILY DWELLINGS, DRAF787OPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN
<br />MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT (PER FBC R318),
<br />FRAMIMG MEMBERS) IN FLOOR/CEILING 488EMBLIE9 SEPARATING USEABLE SPACES. DRAFTSTOPPING
<br />$HALL BE CONSTCTED SUCH THAT THE FLOOR/CEILING A58EMBLY IS BROKEN UP INTO TWO OR
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 80. FT,
<br />WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS (PER FBC R318).
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION 18
<br />COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOIL$ DISTURBED AFTER THE
<br />VERTICAL BARRIER 16 APPLIED, SHALL BE RE -TREATED. (PER FBC R315)
<br />ATTIC ACCESS:
<br />ATTIC ACCESS SHALL E PROVIDED TO ATTIC AREAS EXCEEDING 30 $0, FT N HAVING B PR AND I G MINIMUM
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
<br />30 INCHES OF VERTICAL HEIGHT. ROUGH -FRAMED OPENING NOT TO BE LE88 THAN 22 X 30 INCHES.
<br />BUILDING 61DEWALL8 (PER FBC R318).
<br />WHEN MECHANICAL EQUIPMENT 16 LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE
<br />WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION 1-1I305.1.3
<br />AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
<br />AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
<br />FORM$, 8HORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS, (PER FBC RNS)
<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 LE88 THAN 6 INCHES TO ALLOW FOR INSPECTION
<br />FOR FUTURE TERMITE INFESTATIONS (PER FBC R104).
<br />ELECTIRCAL FLAN 1/411 _ 11 011
<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 />LOWER ROOF OVER HANG
<br />2x4 CRO55-15RACING m RIDGE
<br />' 20'-0" MAX
<br />1
<br />kis
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<br />NONE
<br />ONE
<br />EEII
<br />NME
<br />loll
<br />5EE TRU55 5Y5TEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL
<br />BRACING OR CRO55 BRACING REQUIREMENTS
<br />REQ. MINIMUM TRUSS 5RACING
<br />LOUDER ROOF FRAMING FLAN 1/411 = 11 0111
<br />w
<br />W
<br />O
<br />4�s
<br />2XIO 02 PINE LEDGER ATTACHED
<br />TO FACE OF WALL WITH (2) I/VX5"
<br />LAG BOLTS IN EACH STUD IN WALL
<br />:10 •2 PINE LEDGER ATTACHED
<br />) FACE OF WALL WITH (2) 1/2"X5"
<br />Ir, RnI TS IN FArU 5TI IIM IN IIJAI I
<br />TOP/BOTTOM CHORD GABLE
<br />17END BRACING m 45" O,C, MAX
<br />FOR THE FIRST 4 ROW5 OF
<br />TRUSSES (MIN 2X4 )
<br />Lll
<br />J
<br />d
<br />l�
<br />CONT, BOTTOM CHORD
<br />BRACING (1"x4" MIN,) m
<br />10'-0" MAX,
<br />ROOF EDGE
<br />STUD SPACING
<br />L- BRACING
<br />NO
<br />L-BRACING
<br />(U 2 X 4
<br />L BRACING
<br />(2) 1 X 4
<br />L BRACING
<br />(2) 2 X 6
<br />L BRACING
<br />I6"
<br />0'-0" TO 4'5"
<br />4'-5" TO 8'0"
<br />8'0"- 12'0"
<br />12'0" TO 16'0"
<br />2 4"
<br />0-0 TD 40 "
<br />" "
<br />40 TO 10
<br />10 TO 100 "
<br />10'0" TO 14'0"
<br />15ACKNAIL W/ (2) 16D
<br />2 X 4 WEB BLOCKS NAILED IN BETWEEN
<br />WEBS WITH (2) I6D NAILS EACH END WITH
<br />(6) I&D NAILS AT EACH END NAIL TO 2X,
<br />2X4 ANGLE BRACING AT 48" OC ALON,
<br />GABLE END NAIL ENDS TO 2 X 4 BLOC
<br />WEB BLOCKING WITH (2) 16D TOE NAILS
<br />N07E=
<br />NO DROP GABLE NEEDED
<br />2X4 OUTRIGGERS AT 24" oc
<br />WHEN OVERHANG IS 12" OR
<br />CONNECT OUTRIGGERS TO
<br />LESS
<br />GABLE WITH 61MPSON H2.5
<br />MAX. 24" OVERHANG
<br />IN
<br />NOTE, NO L ACING EQUIRED WHEN
<br />BR R
<br />PEAK OF GABLE 18 4'0" OR LESS
<br />BRACING TO EXTEND AT LEAST SO 9:
<br />45 DEGREES
<br />OF WEB LENGTH ( SEE TABLE ABOVE)
<br />nAXIMun
<br />STEP DOWN GABLE TRUSS WITH ONE LAYER
<br />1/2" CDX SHEATHING OR 1/16" 0513 NAILED
<br />WITH SO COMMON NAILS 4" OC
<br />SIMPSON LSTA24 OR EQUAL
<br />AT 2'0" OC ( TYP)
<br />1/2" CEILING BOARD I
<br />2 X 4 NAILER ATTACHED TO BOTTOM
<br />CORD OF GABLE TRU06 AND COMMON
<br />Tf"6 WITH 2 EACH 12D COMMON NA?L9
<br />AT EACH UPRIGHT MEMBER ON GABLE
<br />GABLE END BRACING DETAIL
<br />3 2O 3O
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<br />O 2 Q �< O Q
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<br />2 O O
<br />3 O O O O O O O
<br />GABLE END
<br />I I 1 I
<br />El- c
<br />-0 PARTIAL ROOF PLAN ' -O
<br />8d RING SHANK NAILS AT 611 O.C, AT EDGES
<br />ZONE 1 O Sd RING SHANK NAILS AT 12" o,C, INTERMEDIATE
<br />ZONES 2O 3O Sd RING SHANK NAILS AT 611 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 5HEATHING NAILING
<br />NOT TO SCALE
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<br />W
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<br />GABLE END TRU55
<br />•
<br />Oil•
<br />USE (1) SIMPSON PIC CLIP AT ALL
<br />TRUSSES TO WOOD WALLS, FILL NAIL
<br />HOLES WITH IODX 1 1/2" NAILS.
<br />•
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<br />GABLE END TRU55
<br />151 011
<br />MAIN ROOF TRUSS FLAN 1/4111 = 11 011
<br />OT
<br />m
<br />TYPICAL WOOD WALL BELOW
<br />OMAS t����/l
<br />LI
<br />I HEREBY CERTIFT--XWV 1 HAVE RL THE`,4eA61dED
<br />DESIGNS AND FOUED;a jo BE IN COMM CE IYITTOCZAPTER
<br />16, SECTION I&OS CE XDElrLOR�A B'NILDING COI}E AZ ASCE
<br />T-10 FOR In MPI- W "RI8 24ORY II ANpjHE_cNTIRE
<br />2010 FLORIDA BUI G�QJ RIE571DWIAL
<br />of 4q-
<br />DA
<br />4'I', K�m
<br />T.L. HANSON P.E. L 38654
<br />P.O. BOX 1126, DADE CITY, FL 33526
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<br />TOTAL 4REA
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