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GENERAL
<br />NOTES:
<br />ANY CONCRETE OVERPCUR , MORTAR OR STUCCO MATERIAL 6 ALONG THE FOUNDATION
<br />THIS BUILDING MAO BEEN DESIGNED TO CONFORM TO THE 2004 FLORIDA BUILDING CODE
<br />PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR 601L TREATMENT, ( PER FCC R320.1,5)
<br />RESIDENTIAL
<br />ARKAY ENGINEERING INCt A REGISTERED LICENSED, PLO RIDA PROFESSIONAL STRUCTURAL
<br />EXTERIOR 601L TREATMENT MUST DE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />ENGINEERING COMPANY, HAS APPLIED " RATIONAL ANALY 616" FOR THE STRUCTURAL DESIGN
<br />WITHIN If OF THE STRUCTURE SIDE WALLS (PER FBC R 320.1.6)
<br />OF THI6 STRUCTURE
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE N 6TALIJ?D AFTER CONSTRUCTION 16
<br />THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADD IN" SHALL BE DESIGNED FOR THE
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE
<br />FOLLOWING SUPERIMPOSED LOADS
<br />VERTICAL BARRIER 16 APPLIED, SHALL BE RETREATED (PER FCC R320.1.6)
<br />M-OOR6' LIVE LOADS 4o P.S.F.
<br />CON DEN6ATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAS T 0' AWAY PROM THE BUILDING-
<br />DEAD LOAD6 - 10 PAY.
<br />SIDE WALL& (PER FDC R320,1)
<br />GARAGE GLADs
<br />AFTER ALL WORK 16 COMPLETE ANY LOOSE WOOD AND FEL L MUST BE REMOVED, FROM
<br />LIVE LOADS - SO PA.F.
<br />BELOW AND WITH IN IY OF THE BUILDING. THIS SHALL W"m ALL GRADE STAKES TUB
<br />DEAD LOAD6 - 10 P.S.F.
<br />TRAP BOXES, FORM6, 6110RING AND ANY OTHER CELL UL06 E CONTAINING MATERIALS
<br />ROOF.
<br />PER (FBC R320.0,3.)
<br />LIVE LOADS [TRUSS TOP GOOD) - 0 P.S. F.
<br />1
<br />DEAD LOADS (TRUSS TOP CORD) - 10 P.S.F. B P.O.F. WHEN TILE ROOF INSTALLED
<br />THE DISTANCE PROM THE EXTERIOR WALL COVERING ( EX CEPTIONbs PAINT AND DECORATIVE
<br />DEAD LOAD (TRUSS BOTTOM CORD) - 10 PA F.
<br />CEMENTITIOU6 FINI64 L.E66 THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />A661JMED TRUSS 6Et WEIGHT ( DEAD LOAD) - 1 P.G.F.
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6' T O ALLOW FOR INSPECTION FOR FUTURE
<br />WIND DESIGN AGWMPTION6,
<br />TERMITE INFESTATIONS (PER MSC- R104)
<br />BUILDING EXPOSURE - D
<br />EXTERIOR WINDOWS 4 DOORS/
<br />BUILDING IMPORTANCE FACTOR - 1.0
<br />ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DO OR SHALL BE TESTED IN ACCORDANCE WITH
<br />MEAN ROOF HEIGHT 30' OR Lis"
<br />ANWAMMA/NWWDA 1OVI62 STANDARD AND BEAR AN AMMA OR WDMA LABS. IDENTIFYING THE MANUFACTURE
<br />HEIGHT 4 EXPOSURE ADJUSTMENTS COCFFICIE NT - 1.0
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
<br />ENCL.O6ED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT .. / - O ,IS
<br />ALL MUJ-ION6 AND ADJACENT DOOR/WNDOW ASSEMBLIES SMALL BE TEST OR ENGINEERED TO TRANSFER
<br />SEE WIND SPEED AT BOTTOM RIGHT OF ALL 814 EET6
<br />Lb TIMES THE DESIGN LOADS TO THE ROUGH OPENING 6 U156TRATE
<br />SOIL BEARING 4 COMPACTION,
<br />SIALL THE M ANUPAGTURE ANCHORING RECOMMENDATIONS
<br />TO EVE THE DESIGN PRESSURES SPECIFIEDPER
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE 6 OIL BEARING CAPACITY OF
<br />ELECTRICAL, PLUMBING, 4 MEOWANICALI
<br />2000 P.&.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OW HER 16 RESPONSIBLE FOR VERIFYING
<br />THAT THE SOIL ON THE 617E 16 PROPERLY PREPARED AN D COMPACTED SUCH THAT IT CAN
<br />SUPPORT A 2000 P.b,F. FOUNDATION LOADING
<br />IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE ELECTRICAL
<br />PLUMBING AND MECHANICAL SYSTEMS SMALL DE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
<br />ARKAY ENGINEERING INCe A REGISTERED LICENSED FLOR IDA PROFESSIONAL STRUCTURAL
<br />MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMB NG AND MECHANICAL SYSTEMS DRAWN HERON
<br />ENGINEERING COMPANY, DESIGNED TWIN FOUNDATIONS W ITHOUT VI6ITNG THE CONSTRUCTION
<br />ARE BABE UPON A DESIGN PROVIDED BY THE OWNER TO A DDRES6 14I6/HER REQUIREMENT6,
<br />SITE NOR PERFORMING ANY SOIL TESTING
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (W THIN 6' PEET OR 61NK6), GARAGE AND AT
<br />ARKAY ENGINEERING INC SHALL NOT BE RESPONSIBLE FO R THE 617E 601L ABILITY TO SUPPORT
<br />EXTERIOR LOCATION& SHALL DE WIRED INTO A GROUND F AULT INTERRUPTER 'CFI" CIRCUIT
<br />THE BUILDING LOADS
<br />"API' CIRCUIT
<br />FOUNDATION 4 SLAB - ON- GRADE NOTES 1
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES SH ALL ISE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />SMOKE DETECTORS 614ALL BE PLACE IN EACH BEDROOM AN D IN HALL WAY AREAS ADJACENT
<br />BUILDING 817E SHALL BE SCRAPED TO REMOVE ALL ORGA HOC MATERIALS,
<br />TO BEDROOM AND OTHER LIVING AREAS
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AR EA, SHALL DE COMPACTED
<br />GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N. EC,
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.B.F. FOUNDATION LOADING. GLAD
<br />SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEA N ADEQUATELY COMPACTED
<br />DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS O R CEILINGS SEPARATING THE DWELLING FROM THE
<br />AND TERMITE POISONED SOIL
<br />GARAGE SHALL BE CONSTRUCTED OF MINIMUM NO,26 GAUG E SHEET STEEL OR OTHER APPROVED MATERIALS
<br />CONCRETE UTILIZED IN THE FOUNDATION AND SLAM GNA LL NAVE A MINIMUM 28 DAY
<br />AND SHALL HAVE NO OPENINGS INTO THE GARAGE ( FSC 2004 R308.1.1.)
<br />COMPRESSIVE STRENGTH OF 3000 P.O.I.
<br />REINFORCING STEEL 614ALL BE GRADE 40 MINIMUM AND I IDENTIFIED IN ACCORDANCE
<br />SAFETY GLAZING:
<br />WITH ASTM A -615. LAP SPLICES, WHERE REQUIRED SHA LL Be A MINIMUM OF 25" FOR
<br />85 REBAR , 30' FOR 06 REBAR a 35' FOR 01 REBAR
<br />THE FOLLOWING &HALL BE CONSIDERED SPECIFIC HAZARD OU6 LOCATION FOR THE PURPOSE OF
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEGH T OF 4 COURSE& l AFTER
<br />GLAZING
<br />FINAL SITE GRADNW THE CONTRACTOR OR BUILDING OW HER SHALL DETERMINE THE
<br />EXACT &TEMWALL WEIGHT BASE UPON SITE CONDITIONS P RIOR TO POURING THE FOUNDATION
<br />(1) GLAZING IN SWING DOORS, FIXED AND SLIDING PAN EL OF SLIDING DOORS
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 CO URGE ARE REQUIRED
<br />AS6EMDLIEB
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR NOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL SE ON SITE
<br />ROOMS, BATHTUBS AND OkNOR6, GLAZING IN ANY P ORTION OF A BUILDING WALL
<br />FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL DE EXPOSED AND A
<br />ENCLOSING THESE COMPARTMENT& WHERE THE BOTTOM EDGE OF THE GLAZING 16 LESS"
<br />THAN 60 ABOVE THE DRAIN INLET
<br />STRING STRECTED FROM MARKER TO MARKER TO VERIFY R EQUIIQED 6ET BACKS
<br />(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANE- ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE 16 WITHIN A 24" RAID US OF THE DOOR IN A CL08ED
<br />SOIL TERMITE TREATMENTI
<br />POSITION AND WHOSE BOTTOM EDGE 16 LESS THAN b 0' ABOVE THE FINISH FLOOR OR
<br />WALKING SURFACE
<br />TERMITE PROTECTION 614ALL DE PROVIDED BY REGISTERE D TERMITICIDEB, WAAVNG PESTICIDES
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PA NEL OTHER THAN TW06E LOCATIONS
<br />APPLIED TO SOIL, OR WOOD, DATING SYSTEMS, OR ONE R APPROVED PROTECTION LABELED FOR
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE , THAT M EET6 ALL OF THE FOLLOWING
<br />USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
<br />(A) EXP06ED AREA OF AN INDIVIDUAL PANE GREAT ER THAN S 60, FT,
<br />(B) BOTTOM EDGE LESS THAN 16" ABOVE THE FLOOR
<br />(C) TOP EDGE GREATER THAN 36' ABOVE THE FLOOR
<br />A CERTIFICATE OF COMPLIANCE' &MALL BE I66UED TO T HE BUILDING DEPARTMENT BY A LICENSED
<br />(D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY
<br />PERT CONTROL COMPANY BEFORE A ' CERTIFICATE OF OC CUPANCY WILL BE ISSUED. THE CERTIFICATE
<br />OF THE PLANE OF THE GLAZING
<br />SHALL STATE. (PER PDC R320.1)
<br />TIMBER MATERIALSI
<br />THE BUILDING HAS RECEIVED A COMPLETE TREATMENT PO R THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT 16 INAGCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
<br />EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 6PRUCE (OR BETTER)
<br />OF AGRICULTURE AND CONSUMERS SERVICES
<br />ALL OTHER STUDS SMALL DE'STUD GRADE" SPRUCE &PAC E 16" OC. ALL SPLICES AT
<br />TOP PLATE MUST SE MINIMUM 4'0' AND NAILED 4' OC W ITH 12D COMMON NAIL&
<br />IF A REGISTERED TERMITICIDE BAIT SYSTEM 16 TO DE USED FOR SUBTERRANEAN TERMITE PREVENTION
<br />SECTION R320.1 THROUGH RSWA& DO NOT APPLY. A 6 *NED FIVER EYAR CONTRACT FROM THE ISSUE
<br />EXTERIOR WALI.& SHALL BE CONSTRUCTED WITH 1/2' PLY WOOD OR VIb' 0.6,D, ( 2-M4LI RATING) NAILED
<br />OF THE CERTIFICATE OF OCCUPANCY A66URNG INGTAL.LA TION. MAINTENANCE AND MONITORING OF THE
<br />WITH BD NAILS SPACE AT 3" OC ALONG ALL HORIZONTAL JOINTS AND EDGES, 6' OC ALONG ALL VERTICAL
<br />BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
<br />JOINTS AND EDGES AND 12" OC ALONG ALL INTNRMEDIAT E STUDS
<br />MUST OR INSTALLED PRIOR TO FINAL BUILDING APPROVA L [ PER FBC R320.I,10
<br />AT OPENINGS S'0" WIDE OR LARGER &TRAP HEADER SEA M TO THE HEADER STUDS WITH (2) UbP OR SIMPSON
<br />L6TA24 STRAP TIES AT EACH END OF HEADER BEAM. ANC NOR BOTTOM OF HEADER 6TUD6 TO FOUNDATION
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AP TER ALL EXCAVATION
<br />WITH U6P OR SIMPSON HTTI6 TENSION TIE,
<br />BACKFILLNG 1 COMPACTION ARE COMPLETE ( PER PBC 3 20,L2.)
<br />INTERIOR STUD WALLS TO DE OF 2 X 4 82 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T,
<br />ANY SOIL. DISTURBED AFTER THE INITIAL TREATMENT 6H ALL DE RE- TREATED
<br />PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUD& SPACED
<br />INCLUDING ANY BOX OR FORMED AREAS (PIER PDC R320. 1,2)
<br />MAXIMUM 24 OC, WALLS TO HAVE V2 GYPSUM BOARD E AC 4 SIDE, WITH WALLS AT
<br />GARAGE TO HAVE MINIMUM R-11 INSULATION
<br />BOXED AREA IN THE CONCRETE GLAD FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESW RE TREATED
<br />WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
<br />MATERIALS
<br />ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY D*TURDANC E OF THE 601L AFTER THE
<br />ANCHOR WOOD SHEAR WALL6 SEGMENTS TO FOUNDATION W TH SIMPSON LTT20B TEN61ON TIE AT EACH
<br />INITIAL TREATMENT ( PER FOC R320,13)
<br />END OF WALL SEGMENTS AND AT ANY WALL &EGMENT INTE R6ECTION ( BUILDING CORNERS)
<br />A MINIMUM 6 MILL VAPOR BARRINt MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AND APPROVED
<br />DILUTION IF RAINFALL OCCUR6 BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL
<br />PRIOR TO REQUESTING THE FRAMING INSPECTION,
<br />BE REQUIRED (PER PBC R320.1.4)
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<br />RELOCATE METER TO
<br />THIS NEW LOCATION
<br />ELECTRICAL PLAN 1/411 1' O"
<br />THE CONTRACTOR/OWNER WILL BE RESPONSIBLEE
<br />POR DETERMINING IF EXI6TNG SERVICE CAN HANDLE
<br />ADDITIONAL LOAD
<br />THE CLIENT UNIDERSTAND6 THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLESS, IDEMNU'Y, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
<br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARI6ING OUT OF OR REQULTING PROM THE
<br />PROJECT, THE DESIGNER WILL N GOOD PAIN ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
<br />DRAWING6, BUT N TIME EVENT MIRRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
<br />REPAIR& OR DELAY TO THE CONSTRUCTION
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<br />(1) SIMPSON MSTM I6 TWISTED
<br />STRAP WITH (4) I/4"X2 1/4" TAP
<br />i CONS IN WALL AND (4) IOD NAILS
<br />IN RAFTER
<br />I
<br />2X6 02 PINE RAFTERS 24" OC
<br />19. 911
<br />ROOF FRAMING PLAN 1/411 = 11 O"
<br />DBL TOP PLATE
<br />NAILED 3' OC TO TOP NAIL WITH 60 R6 NAILS
<br />AND BOTTOM PLATES
<br />2X4 BLOCKING AT ALL JOINTS Ib' OC
<br />IF PLYWOOD RUNS HORIZONTAL
<br />NAIL 3' OC WITH SD NAILS
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<br />' 12X6X1
<br />150 CFM
<br />EXISTING
<br />FAMILY ROOM
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<br />I THE CONTRACTOR/OWNER WILL BE REOPON61BLE
<br />I ' FOR DETERMINING IF EXISTING H.V,A.C, CAN HANDLE
<br />1
<br />1 ADDITIONAL LOAD
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<br />j MECHANICAL PLAN 1/4"
<br />ELECTRICAL LEGEND
<br />no V G.F.I,
<br />110 V
<br />,F {
<br />GROUND FAULT
<br />RECEPTACLE
<br />SWITCH
<br />IIO V
<br />CACA LIGHT
<br />N DE CEILING
<br />OR WALL (TYP)
<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, PLUMS ING AND MECHANICAL SYSTEMS DRAWN HERON
<br />ARE DA6E UPON A DESIGN PROVIDED BY THE OWNER TO A DDRES6 HIS/HER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WI THIN 6' FEET OR SINKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND F AULT INTERRUPTER "CFI" CIRCUIT
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES 6H ALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />'AFI' GRCUT
<br />SMOKE DETECTOR6 SHALL BE PLACE IN EACH BEDROOM AN D IN HALL WAY AREAS ADJACENT
<br />TO BEDROOM AND OTHER LIVING AREAS
<br />PLYWOOD NAIL PATTERN ( WALL
<br />PLYWOOD NAILED AS SHOWN AND USING SIMP60N ANCHORS
<br />OR HURRI BOLT AS SHOWN ON FLOOR PLAN TO CREATE
<br />EXTERIOR SHEAR WALL OR SIMPSON MSTA30 STRAPS
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<br />STRAP AT WOOD WALL WITH
<br />(1) SIMPSON 142,5 CLIP AT ONE
<br />SIDE OF RAFTER AND FILL NAIL
<br />HOLES IOD NAILS
<br />STRAP ALL HEADERS Ab 6140UM WITH 2
<br />EACH 6IMP60N L6TA 21" 6TRAP6 AT
<br />EACH END FILL ALL NAIL HOLE6 WITH
<br />IOD X 1 1/2" NAIL6
<br />WALL/ HEADER DETAIL
<br />EXISTING
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<br />FOUNDATION t PLUMBING PLAN 1/4" = 11 O"
<br />ROOF EDGE
<br />- - - - - - - - - - - - - -
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<br />PARTAIL ROOF PLAN
<br />PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE
<br />PER APA TECHNICAL NOTE R215A, 16" - 24" INCH PANE L6
<br />bD RING SHANK NAILS AT 6' OC AT ALL EDGES
<br />ZONE 0
<br />DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WID TH
<br />8D RING SHANK NAILS AT 12" OC INTERMEDIATE
<br />PANEL. NONE REQUIRED AT RIDGE OR HIP. 12" - 16" L UMBER
<br />8D RING SHANK NAILS AT 6" OC, 4 OC AT
<br />ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON THE SIDE
<br />ZONE Q ROOF EDGES, RIDGE LINES, OR GABLE ENDWALL
<br />ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT
<br />NOTE END JOINTS FOPR SHEATHING SHALL DE
<br />RIDGE OR HIP. 12' OR LESS USE LUMBER ONLY BLOCKING
<br />STAGGERED AND OCCUR OVER A FRAMING
<br />12X4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGE6
<br />MEMBER
<br />- WINDOW OR DOOR OPENING&
<br />HAVE DOL 2 X 12 82 PINE WITH
<br />E LAYER 1/2' PLYWOOD HEADERS
<br />JESb OTHERWISE NOTED ON FLOOR
<br />AN
<br />E ING& 6'0' AND WIDER MUST
<br />VE DOUBLE JACK STUD EACH
<br />D NAILED b" OC WITH 160 NAILS
<br />IL BEAM6 TOGETHER WITH
<br />!OWE 120 COMMON6 8" OC
<br />EACH SIDE OF BEAM
<br />STUD&
<br />ROOF SHEATHING NAILING DETAIL
<br />NOT TO SCALE
<br />ATTACH WINDOW TO STUDS THROUGH WINDOW
<br />FIN PER YOUR WINDOW MANUFACTURE INSTRUCTIONS
<br />TO MEET WIND LOAD AND COMPRESSION RATINGS
<br />FOR YOUR JOD LOCATION
<br />l
<br />CAULK WINDOW PER YOUR
<br />UIMNDOW MANUFACTURES SPECIFIC
<br />RECOMMENDATION& TO MEET WIND
<br />LOAD AND COMPRESSION RATINGS s
<br />FOR YOUR JOB LOCATION
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<br />11'1
<br />EXTERIOR STUD WALL
<br />WOOD WINDOW ATTACHMENT DETAIL
<br />ARKAY ENGINEERING INC.
<br />S UCTURAL ENGINEERS
<br />RICI4ARD L, KIDDEY P,E,
<br />FLORIDA LICENSE NUMBER 312%6
<br />1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIO NS
<br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
<br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 160E O F THE
<br />FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST)
<br />WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2004
<br />FLORIDA BUILDING CODE RESIDENTIAL AND ALL 200E AN D
<br />2006 SUPPLEMENTS
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