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:
<br />GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE
<br />RESIDENTIAL AND 2008 SUPPLEMENTS
<br />T.L. 14ANOON 4 A&80CIATE6 A REGISTERED LICENSED, FLORIDA PROFESSIONAL
<br />ENGINEERING COMPANY: HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL
<br />DESIGN OF T14I6 STRUCTURE
<br />THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDING6 SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS
<br />FLOORS:
<br />LIVE LOADS - 40 P.S.F.
<br />DEAD LOAD& - 10 P.S.F.
<br />GARAGE 6LAB,
<br />LIVE LOADS - 50 P.6.F.
<br />DEAD LOADS - 10 P.B.F.
<br />ROOF,
<br />LIVE LOADS (TRU66 TOP CORD) - 20 P.S.F.
<br />DEAD LOADS (TRU66 TOP CORD) - 10 P.6.F. 16 P.6.F. WHEN TILE ROOF INSTALLED
<br />DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.S.F.
<br />ASSUMED TRU66 &ELF WEIGHT ( DEAD LOAD) - 1 P.6.12.
<br />WIND DESIGN ASSUMPTIONS,
<br />WIND 6PEED 120 MPH
<br />BUILDING EXPOSURE - B
<br />BUILDING IMPORTANCE FACTOR - 1.0
<br />MEAN ROOF HEIGHT 30' OR LE66
<br />HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIENT - 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRE66MB COEFFICIENT • / - 0.18
<br />COMPONETS 4 CLADDING P6F ROOF • 14,9/-50.1 WALL - 25.t/-34.1
<br />OVER HANG - -61.2
<br />CONSTRUCTION TYPE. V
<br />SOIL BEARING 4 COMPACTION:
<br />THESE PLANE WERE DRAWN BASED UPON AN ALLOWABLE &OIL BEARING CAPACITY OF
<br />2000 P.6.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER IS RESPONSIBLE FOR VERIFYING
<br />THAT THE 601E ON THE RITE 16 PROPERLY PREPARED AND COMPACTED 6UCN THAT IT CAN
<br />SUPPORT A =0 P.6.F. FOUNDATION LOADING
<br />T.L. HANSON 4 ASSOCIATED A REGISTERED LICENSED FLORIDA PROFESSIONAL
<br />ENGINEERING COMPANY, DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION
<br />SITE NOR PERFORMING ANY &OIL TESTING
<br />T.L. WAN60N 4 ASSOCIATES SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT
<br />THE BUILDING LOADS
<br />FOUNDATION 4 SLAB - ON- GRADE NOTES :
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS,.
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.6.F. FOUNDATION LOADING. 6LA15
<br />6NALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
<br />AND TERMITE POISONED 601E
<br />CONCRETE UTILIZED IN THE FOUNDATION AND 6LAB6 SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 3000 15.6.12.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH A6TM A -615. LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR
<br />05 REBAR , 30" FOR 06 REBAR 4 35" FOR •I REBAR
<br />PLANE ARE ENGINEERED FOR A MAXIMUM BTEMWALL HEIGHT OF 4 COURSES ( AFTER
<br />FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SMALL DETERMINE THE
<br />EXACT 6TEMWALL HEIGHT BA6E UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ENGINEER WHEN MORE THAN 4 COURSE ARE REQUIRED
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE
<br />FOR THE BUILDING IN6PECTOR6 USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A
<br />STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACK6
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE6, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
<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: (PER FBC R320.1)
<br />THE BUILDING HAD RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT IS INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CONSUMERS SERVICES
<br />IF A REGISTERED TERMITICIDE BAIT SYSTEM 16 TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION
<br />SECTION R320.1 THROUGH R320.1.6 DO NOT APPLY, A SIGNED FIVER EYAR CONTRACT FROM THE I66UE
<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 ( PER FBC R320.1.1)
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION
<br />BACKFILLING 4 COMPACTION ARE COMPLETE ( PER FBC 320.1.2.)
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE- TREATED
<br />INCLUDING ANY BOX OR FORMED AREAS ( PER F15C R320,1,2)
<br />BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SMALL 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 ( PER FBC R320.1.3)
<br />A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALID TO PROTECT AGAINST RAINFALL
<br />DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL
<br />BE REQUIRED (PER FBC R320.1.4)
<br />ANY CONCRETE OVERPOUR , MORTAR OR 6TUCC0 MATERIALS ALONG THE FOUNDATION
<br />PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT. ( PER FBC R320.1.5)
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12" OF THE STRUCTURE 61DE WALLS (PER FBC R320.1.6)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE
<br />VERTICAL BARRIER 16 APPLIED, &HALL BE RETREATED (PER FBC R320.1-6)
<br />CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING
<br />SIDE WALL& (PER FBC R320.1)
<br />AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB
<br />TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS
<br />PER (FBC R320.9.3.)
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS, PAINT AND DECORATIVE
<br />CEMENTITIOUB FINISH LESS THAN 5/0' THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE
<br />TERMITE INFESTATIONS (PER FBC R104)
<br />EXTERIOR WINDOWS 4 DOORS:
<br />ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH
<br />AN61/AMMA/NWWDA 101/162 STANDARD AND BEAR AN AMMA OR WOMA LABEL IDENTIFYING THE MANUFACTURE
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW A86EMBLIEG SHALL BE TEST OR ENGINEERED TO TRANSFER
<br />1.5 TIMES THE DESIGN LOAD6 TO THE ROUGH OPENING GUBSTRATE
<br />INSTALL ALL WINDOWS AND DOOR A66E96LIE6 PER THE MANUFACTURE ANCHORING RECOMMENDATION&
<br />TO ACHIEVE 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 CONTRACTOR TO
<br />MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON
<br />ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOM6, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS &HALL BE WIRED INTO A GROUND FAULT INTERRUPTER "CFI" CIRCUIT
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />"AFI" CIRCUIT
<br />SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
<br />TO BEDROOM AND OTHER LIVING AREAS
<br />GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.G.
<br />SAFETY GLAZING:
<br />THE FOLLOWING &HALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF
<br />GLAZING
<br />(1) GLAZING IN SWING DOOR&, FIXED AND SLIDING PANEL OF SLIDING DOOR&
<br />ASSEMBLIES
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBE, WNIRLPOOL6, SAUNAS, STEAM
<br />ROOMS, BATHTUBS AND &HOWERB. GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LE66
<br />THAN 60" ABOVE THE DRAIN INLET
<br />(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE 16 WITHIN A 24' RADIUS OF THE DOOR IN A CLOSED
<br />POSITION AND WHOSE BOTTOM EDGE 16 LED& THAN 60" ABOVE THE FINISH FLOOR OR
<br />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 MEET& ALL OF THE FOLLOWING
<br />(A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN S 84. FT.
<br />(B) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR
<br />(C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
<br />(D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY
<br />OF THE PLANE OF THE GLAZING
<br />TIMBER MATERIALS:
<br />ALLTIMBERS MATERIALS SHALL BE AS FOLLOWS,
<br />LVL BEAMS SHALL BE MSE) MCALLISTER LVL MATERIALS MANUFACTURED BY TRUSS JOIST
<br />MACMILLAN (OR EQUAL)
<br />LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATE* ,POST, STUDS PACKS AND BEAMS
<br />SHALL BE 02 YELLOW PINE (OR BETTER)
<br />EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 SPRUCE (OR BETTER)
<br />ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE SPACE 16- OC, ALL SPLICES AT
<br />TOP PLATE MUST BE MINIMUM 4'0' AND NAILED 4" OC WITH *0 COMMON NAIL6
<br />106L POST SHALL BE (LOR) PARALLAM P61- MATERIALS MANUFACTURES BY TRU88JOIST
<br />MACMILLAN (OR EQUAL). SEE POST SUPPORT TABLE FOR LOAD VALUED.
<br />EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR 1/16" 0.6.15, ( 2-M-W RATING) NAILED
<br />WITH 8D NAILS SPACE AT 3" Or, ALONG ALL HORIZONTAL JOINTS AND EDGED, 6" OC ALONG ALL VERTICAL
<br />JOINTS AND EDGED AND 12" OC ALONG ALL INTERMEDIATE STUD&
<br />AT OPENINGS 5'0" WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS WITH (2) U6P OR DIMP60N
<br />L6TA24 STRAP TIES AT EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER 6TUDS TO FOUNDATION
<br />WITH U6P OR SIMPSON WTTI6 TENSION TIE
<br />INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER 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 SIPS, WITH WALLS AT
<br />GARAGE TO HAVE MINIMUM R-11 INSULATION
<br />ANCHOR WOOD SHEAR WALL6 SEGMENTS TO FOUNDATION WITH SIMPSON LTT205 TENSION TIE AT EACH
<br />END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTERSECTION ( BUILDING CORNERS)
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AND APPROVED
<br />PRIOR TO REQUESTING THE FRAMING INSPECTION.
<br />TRUSSES:
<br />IF THE CONTRACTOR , TRUSS MANUFACTURE OR ANY OTHER DESIGN PROFESSIONAL REVISE THE
<br />TRU66 SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS THE ENGINEER OF RECORD IS
<br />REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE
<br />DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
<br />APPROVED PRODCCT LIST
<br />STATE FL*
<br />PRODCCT CATEGORY
<br />SUB CATEGORY
<br />MANUFACTURER
<br />APPROVAL
<br />STRUCTURAL COMPONET
<br />HIO
<br />SIMP60N
<br />FL 10456
<br />STRUCTURAL COMPONET
<br />LOTA21
<br />SIMPSON
<br />FL 10952
<br />STRUCTURAL COMPONET
<br />LTT2015
<br />SIMPSON
<br />FL 11496
<br />ROOFING
<br />030 FELT
<br />ATLAS ROOFING
<br />FL 11915.1
<br />ROOFING
<br />METAL
<br />UNION CORRIGATED IND
<br />FL 6895.1
<br />SOFFIT 4 FASCIA TRIM
<br />SOFFIT AMERICAN CONSTRUCTION METALS
<br />FL 12019.1
<br />WALL SIDING
<br />VINYL LAP
<br />CERTAINTEED CORP
<br />FL 10421.1
<br />EXTERIOR DOORS
<br />SINGLE SWINGING PLAST PRO FL 4164.1
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIED 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) AR161NG 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 />DBL TOP PLATE
<br />NAILED 3" OC TO TOP
<br />NAIL WITH 8D R6 NAILS
<br />AND BOTTOM PLATES
<br />1/2" CDX OR 1/16" OSB ROOF SHEATHING
<br />NAILED PER ROOF SHEATHING DETAIL
<br />WITH 8D RS NAILS, USE STEEL PLYCLIPS
<br />AND 030 FELT WITH MASTER RIB METAL
<br />ROOFING
<br />SEE TRUSS LAYOUT
<br />6" 2X4 WOOD SUB FASCIA WITH
<br />2X4 BLOCKING AT ALL JOINTS • • IS, OC ALUMINUM FASCIA AND DRIP
<br />IF PLYWOOD RUNS HORIZONTAL NAIy y I
<br />L 3" OC WITH 8D NAILS
<br />0
<br />to
<br />0
<br />in
<br />PLYWOOD NAIL PATTERN l WALL
<br />PLYWOOD NAILED A6 SHOWN AND USING SIMPSON ANCHORS
<br />OR HURRI BOLT AS SHOWN ON FLOOR PLAN TO CREATE
<br />EXTERIOR 61-EAR WALL OR SIMPSON MSTA30 STRAPS
<br />y, Ou
<br />ROOF EDGE
<br />— — c------•—•---------------•—•---------------------
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<br />, m RIDGE I 0
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<br />/ — ©--------------------------- 1I O
<br />-T
<br />S.
<br />04 0 I
<br />I I IV v o"
<br />I 2Q 1 1 03
<br />I GABLE END '
<br />PARTIAL ROOF PLAN
<br />PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE
<br />PER APA TECHNICAL NOTE R215A, ib" - 24" INCH PANELS
<br />DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH
<br />PANEL, NONE REQUIRED AT RIDGE OR HIP, 12" - 16" LUMBER
<br />ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON THE SIDE
<br />ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT
<br />RIDGE OR HIP. 12" OR LESS USE LUMBER ONLY BLOCKING
<br />(2X4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES
<br />ZONE O 80 RING SHANK NAILS AT 6" OC AT ALL EDGES
<br />8D RING SHANK NAILS AT 12" OC INTERMEDIATE
<br />ZONE 2Q 03 6D RING SHANK NAILS AT 6" OC, 4 OC AT
<br />ROOF EDGES, RIDGE LINES, OR GABLE END WALL
<br />NOTE: END JOINTS FOR SHEATHING SHALL BE
<br />STAGGERED AND OCCUR OVER A FRAMING
<br />MEMBER
<br />ROOF SHEATHING NAILING: 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'-O" TO 4'5"
<br />4'-5" TO 8'0"
<br />8'0"- 12'0"
<br />12'0" TO 16'0"
<br />24"
<br />O'-O" TO 4'0"
<br />1 4'0" TO 1'0"
<br />1'O" TO 10'0"
<br />10'0" TO 14'0"
<br />BACKNAIL W/ (2) 16D
<br />2 X 4 WEB BLOCKS NAILED IN BETWEEN
<br />WEBS WITH (V I&D NAILS EACH END WITH
<br />(b) 160 NAILS AT EACH END NAIL TO 2Xj
<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 />1/2" CEIUNG BOARD
<br />2X4 OUTRIGGERS AT 24" OC
<br />CONNECT OUTRIGGERS To
<br />GABLE WITH SIMPSON H2.5
<br />4b DEGREES
<br />MAXIMUM
<br />2 X 4 NAILER ATTACHED t0 BOTTOM
<br />CORD OF GABLE TRbe! AND COMMON
<br />TRb6 WITH 2 EACH 12D COMMON NAILS
<br />AT EACH UPRIGHT MEMBER ON GABLE
<br />NOTE:
<br />NO DROP GABLE NEEDED
<br />WHEN OVERHANG 18 12" OR
<br />LE88
<br />MAX, 24" OVERHANG
<br />NOTE: NO L BRACING REQUIRED WHEN
<br />PEAK OF GABLE IS 4V OR LESS
<br />"L" BRACING TO EXTEND AT LEAST 90 A
<br />OF WEB LENGTH ( SEE TABLE ABOVE)
<br />STEP DOWN GABLE TRUSS WITH ONE LAYER
<br />1/2" CDX SHEATHING OR 1/16' 085 NAILED
<br />WITH 80 COMMON NAIL& 4" OC
<br />6IMP60N L6TA24 OR EQUAL
<br />AT 2'0" OC ( TYP)
<br />GA5LE END BRACING DETAIL
<br />TYPICAL WOOD WALL BELOW
<br />ALUMINUM SOFFIT
<br />ALUMINUM SINGLE
<br />HUNG WINDOWS
<br />2X4 02 SPRUCE STUD WALL SPACED 16" OC WITH 1/2" CDX
<br />OR Z/16" OSB WALL WALL SHEATHING NAILS 3" OC ON
<br />ALL PLATES AND 6" OC ON VERTICAL STUDS. COVER
<br />WITH TYVEK HOUSE WRAP AND VINYL LAP SIDING
<br />SINGLE 2X4 P.T. BOTTOM PLATE SECURED I
<br />TO SLAB WITH 5/8"X8 ANCHOR BOLTS AT 16"
<br />24" OC
<br />1211
<br />ENGINEERED ROOF
<br />TRUSSES 24" or -
<br />MINIMUM R-22 INSULATION
<br />IN ATTIC ARSAS
<br />1/2" CEILING TYPE
<br />DBL 2 X 4 GYPSUM BOARD
<br />TOP PLATE
<br />ALL TOP PLATE SPLICE MUST
<br />BE MINIMUM 4'0" NAILED 4" OC
<br />WITH 12D COMMON NAILS
<br />DBL 2 X 12 02 PINE WITH ONE
<br />LAYER 1/2" PLYWOOD IN CENTER
<br />OVER ALL DOOR AND WINDOW
<br />OPENINGS
<br />R-11 INSULATION IN WALLS WITH
<br />1/2" GYPSUM WALLBOARD.
<br />TYPICAL 4" CONCRETE SLAB WITH WIRE MESH
<br />OR FIBER MESH AND 6 MILL V15OUEEN OVER
<br />CLEAN COMPACT TERMITE TREATED SOIL
<br />I
<br />I6"XI2" MONO FOOTINGS WITH
<br />2 EACH 05 REBAR ON CHAIRS
<br />2X4 WOOD EXTERIOR WALL DETAIL
<br />NOT TO SCALE
<br />ATTACH DOOR TO STUDS THROUGH WOOD
<br />DOOR JAMB PER YOUR MANUFACTURES
<br />INSTRUCTIONS TO MEET WIND LOAD AND
<br />COMPRESSION RATINGS FOR YOUR JOB
<br />LOCATION
<br />CAULK DOOR PER YOUR
<br />DOOR MANUFACTURE SPECIFIC
<br />RECOMMENDATIONS TO MEET
<br />WIND LOAD AND COMPRESSION
<br />RATINGS FOR YOUR JOB LOCATION
<br />�I�II
<br />II
<br />TYPICAL STUD WALL
<br />WOOD DOOR ATTACHMENT DETAIL
<br />I HERESY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
<br />DE61GN6 AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER
<br />16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH
<br />(3 SECOND GUST) WIND ZONE - 100 MPH FA6TE6T SPEED AND THE
<br />ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND 2009
<br />SUPPLEMENTS
<br />�I(
<br />T.L. MAN60N P.E. LICENSE NO. 38664
<br />P.O. BOX 1129, DADE CITY, FL 31526
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<br />TOTAL AREA
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