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GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE
<br />RESIDENTIAL AND 200E SUPPLEMENTS
<br />ARKAY ENGINEERING INC, A REGISTERED LICENSED, PLO RIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY, HAS APPLIED " RATIONAL ANALY 616' FOR THE: STRUCTURAL DESIGN
<br />OF THIS STRUCTURE
<br />THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADD IN" &HALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS
<br />FLOORS,
<br />LIVE LOAD6 - 40 P,6,F.
<br />DEAD LOAD6 - 10 P,6,F,
<br />GARAGE SLAB,
<br />LIVE LOADS - 50 P.6,F,
<br />DEAD LOADS - 10 P.&.F,
<br />ROOF,
<br />LIVE LOADS (TRU66 TOP CORD) - 20 P.6, F.
<br />DEAD LOADS (TRUSS TOP CORP) - 10 P.S.F. 18 P.6,F. WHEN TILE ROOF INSTALLED
<br />DEAD LOAD (TRU66 BOTTOM CORD) - 10 P.6 F.
<br />ASSUMED TRU66 SELF WEIGHT ( DEAD LOAD) - 1 P,6,F,
<br />WIND DE61GN A6SUMPTIONS,
<br />BUILDING EXPOSURE - D
<br />BUILDING IMPORTANCE FACTOR - 1.0
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT 4 EXPOSURE ADJUSTMENTS COE'FICIE NT • 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRE66ME COEFFICIENT - . / - 0 .I8
<br />SEE WIND SPEED AT BOTTOM RIGHT OF ALL SW EET6
<br />STUCCO THICKNES:
<br />OVER FRAME GABLE 1/8' STUCCO OVER FELT BACKED GALV
<br />LATH
<br />OVER MA60NARY WALL 1/2" 2 COAT STUCCO
<br />GABLE ENDS WITH SIDING BACK WITH 015 FELT
<br />SOIL BEARING 4 COMPACTION:
<br />THESE PLANS WERE DRAWN DA6ED UPON AN ALLOWABLE 6 OIL BEARING CAPACITY OF
<br />2000 P.6.P.( MINIMUM ) THE CONTRACTOR/PROPERTY OW NOR IS RE6110ON61SLE FOR VERIFYING
<br />THAT THE 601L ON THE 617E 16 PROPERLY PREPARED AN D COMPACTED 6UC14 THAT IT CAN
<br />SUPPORT A 2000 P.B.F. FOUNDATION LOADING
<br />ARKAY ENGINEERING INC, A REGISTERED LICENSED PLOR IDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY, DESIGNED THESE FOUNDATION6 W ITHOUT VISITING THE CONSTRUCTION
<br />SITE NOR PERFORMING ANY &OIL TESTING
<br />ARKAY ENGINEERING INC SHALL NOT BE RESPONSIBLE FO R THE 61TE 601L ABILITY TO SUPPORT
<br />THE BUILDING LOADS
<br />FOUNDATION 4 SLAB - ON- GRADE NOTES
<br />BUILDING 61TE SHALL BE SCRAPED TO REMOVE ALL ORGA NIC MATERIALS,.
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AR EA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.6.F. FOUNDATION LOADING. SLAB
<br />SHALL BE PLACE OVER A b MIL VAPOR BARRIER ON CLEA N ADEQUATELY COMPACTED
<br />AND TERMITE POISONED 601L
<br />CONCRETE UTILIZED IN THE FOUNDATION AND SLABS 614A LL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 3000 P,&,I,
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND 1 DENTIFIED IN ACCORDANCE
<br />WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED 614A LL BE A MINIMUM OF 25" FOR
<br />05 REBAR , 30' FOR @6 REBAR 4 35" FOR 01 REBAR
<br />PLANS ARE ENGINEERED FOR A MAXIMUM 6TEMWALL HE" T OF 4 COURSES ( AFTER
<br />FINAL SITE GRADING) THE CONTRACTOR OR 15UILDING OW NER 614ALL DETERMINE TWO
<br />EXACT 6TEMWALL HEIGHT BASE UPON SITE CONDITIONS P RIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 CO UR6E ARE REQUIRED
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE'"VEY SHALL BE ON 61TE
<br />FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS 614ALL BE EXPOSED AND A
<br />STRING 6TRECTED FROM MARKER TO MARKER TO VERIFY R EQUIRED SET BACKS
<br />MASONRY WALLS,
<br />CONCRETE MA60NRY UNIT SHALL BE HOLLOW UNIT MAb0NR Y IN ACCORDANCE WITH A6TM C-W
<br />AND 614ALL HAVE MINIMUM F'M OF ISOO P.6,1.
<br />MORTAR SHALL CONFORM TO A67MC -210 AND SHALL BE E ITHER TYPE M OR 6
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND I DENTIFIED IN ACCORDANCE
<br />WITH ASTMA-615. LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR 65 REBAR
<br />30" FOR 06 RESAR AND 35" FOR 01 RESAR.
<br />GROUT FOR THE POURED CELLS AND LINTEL6 SHALL HAVE A MAXIMUM COURSE AGGREGATE 61ZE
<br />OF 3/8' PLACED AT 8 TO II INCH SLUMP AND HAVE A M INIMUM 28 DAY COMPRESSIVE STRENGTH OF
<br />2000 P.S.I. ( WHEN TESTED PER A6TM C-1019 )
<br />PROVIDE CLEAN OUT OPENINGS ( 12 60, IN, ) IN CELL 6 CONTAINING SPLICED REINFORCEMENT. WHEN
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT
<br />SOIL TERMITE TREATMENTS
<br />TERMITE PROTECTION SHALL BE PROVIDED BY RECS16TNRE D TERMITICIDO6, INCLUDING PE6TICIDE6
<br />APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OT14E R APPROVED PROTECTION LABELED FOR
<br />USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION,
<br />A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO T HE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OC CUPANCY WILL BE ISSUED. THE CERTIFICATE
<br />SHALL STATE, (PER FBC R320.1)
<br />THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FO R THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT 16 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.I,6 DO NOT APPLY, A 6 IGNED FIVER EYAR CONTRACT FROM THE ISSUE
<br />OF THE CERTIFICATE OF OCCUPANCY ASSURING IN6TALLA TION. 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 APPROVA L ( PER FBC R320.1.1)
<br />INITIAL 601L POISONING TREATMENT SHALL BE DONE AP TER ALL EXCAVATION
<br />BACKFILLING 4 COMPACTION ARE COMPLETE ( PER FBC 3 20.1.2.)
<br />ANY 601L DISTURBED AFTER THE INITIAL TREATMENT 614 ALL BE RE- TREATED
<br />INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320. 1,2)
<br />BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAP& SHALL BE MADE
<br />WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MOT BE OF AN
<br />ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DI&TURBANC E OF THE 601L AFTER TWO
<br />INITIAL TREATMENT ( PER FBC R32013)
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<br />GABLE END
<br />5' 0"
<br />PARTIAL ROOF PLAN
<br />PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE
<br />PER APA TECHNICAL NOTE RMA, 16" - 24' INCH PANE LS
<br />DOUBLE PLY CLIP THE SIDE ADJACENT TO THE PULL WID TH
<br />PANE- NONE REQUIRED AT RIDGE OR HIP, 12" - 16" L UMBER
<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 EDGE&
<br />A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED 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 STUCCO MATERIAL 6 ALONG THE FOUNDATION
<br />PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT, ( PER FBC R320.1.5)
<br />EXTERIOR 601L TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC R 320.1.6)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE IN STALLED AFTER CONSTRUCTION 16
<br />COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY 601L DISTURBED AFTER THE
<br />VERTICAL BARRIER 16 APPLIED, SHALL BE RETREATED (PER FBC R320.1.6)
<br />CONDENSATE AND ROOF DOWN SPOUTS D16CI4ARGE AT LEA6 T 12" AWAY PROM THE BUILDING
<br />SIDE WALLS (PER FBC R320.1)
<br />AFTER ALL WORK IS COMPLETE ANY L006E WOOD AND FIL L MUST BE REMOVED PROM
<br />BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB
<br />TRAP BOXES, FORMS, SHORING AND ANY OTHER Cm 11ILOS E CONTAINING MATERIALS
<br />PER (FBC R320.8.3.)
<br />THE D16TANCE FROM THE EXTERIOR WALL COVERING ( EX CEPTIONS, PAINT AND DECORATIVE
<br />CEMENTITIOU6 FIN16H LE66 THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6' T O ALLOW FOR INSPECTION FOR FUTURE
<br />TERMITE INFESTATIONS (PER RIC R104)
<br />EXTERIOR WINDOWS 4 DOORS:
<br />ALL EXTERIOR WINDOWS 4 GLAS6 DOORS OR ENTRANCE DO OR 614ALL BE TESTED IN ACCORDANCE WITH
<br />AN61/AMMA/NUJWDA 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/IOINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER
<br />1.5 TIMES THE DE61GN LOADS TO THE ROUGH OPENING 6 U56TRATE
<br />INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE M ANUFACTURE ANCHORING RECOMMENDATIONS
<br />TO ACHIEVE THE DESIGN PRE66URF0 SPECIFIED
<br />ELECTRICAL, PLUMBING, 4 MECHANICAL:
<br />IN ACCORDANCE WITH CHAPTER 411,003 (2) (U OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL
<br />PLUMBING AND MECHANICAL SYSTEMS 614ALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
<br />MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMB ING AND MECHANICAL SYSTEMS DRAWN HERON
<br />ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO A DDRE66 MI6/HER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WI THIN b- FEET OR SINKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHAD- BE WIRED INTO A GROUND F AULT INTERRUPTER "CFI" CIRCUIT
<br />"AFI" CIRCUIT
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES 614 ALL BE WIRED INTO AN ARC-PAULT INTERRUPTER
<br />SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AN D IN HALL WAY AREAS ADJACENT
<br />TO BEDROOM AND OTHER LIVING AREAS
<br />GROUN'J WIRE FORM REBAR TO ELECTRICAL PANEL PER N. E.C.
<br />DUCTS IN GARAGE AND DUCT6 PENETRATING THE WALL6 O R CEILINGS SEPARATING THE DWELLING FROM THE
<br />GARAGE SMALL BE CONSTRUCTED OF MINIMUM NO,26 GAUD E SHEET STEEL OR OTHER APPROVED MATERIALS
<br />AND &HALL HAVE NO OPENINGS INTO THE GARAGE ( FBC 2004 R305.1.1.)
<br />SAFETY GLAZINGs
<br />TWO FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARD OUS LOCATION FOR THE PURPOSE OF
<br />GLAZING
<br />(I) GLAZING IN SWING DOOR&, FIXED AND SLIDING PAN EL OF SLIDING DOORS
<br />ASSEMBLIES
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUB6, WHIRLPOOLS, SAUNAS, STEAM
<br />ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY P ORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING 16 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 IS WITHIN A 24" RAP IU6 OF THE DOOR IN A CLOSED
<br />POSITION AND WW06E BOTTOM EDGE 16 LESS THAN 6 0" ABOVE THE FINISH FLOOR OR
<br />WALKING SURFACE
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PA NEL OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE . THAT M EET6 ALL OF THE FOLLOWING
<br />(A) EXPOSED AREA OF AN INDIVIDUAL PANE GREAT OR THAN 9 60, FT,
<br />(B) BOTTOM EDGE LE66 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 />REFER TO THE 2001 FLORIDA BUILDING CODE RE61DENTI AL - SECTION R306 FOR
<br />ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDO US LOCATION FOR THE
<br />PURP06E OF GLAZING
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AND APPROVED
<br />DRAFfSTOPPINGs
<br />PRIOR TO REQUESTING TWO FRAMING INSPECTION.
<br />IN SINGLE FAMILY DWELLINGS, DRAFTOTOPPING6 SHALL BE PROVIDED ( PARALLEL TO THE MAIN
<br />FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SE PARATING USEABLE SPACES. DRAFT6TOPPING
<br />SHALL BE CONSTRUCTED SUCH THAT THE FLOOR / COLIN G ASSEMBLEY 16 BROKEN UP INTO TWO OR MORE
<br />APPROXIMATED AREAS WITH NO AREA GREATER THAN 1000 60.FT.
<br />ATTIC ACCESSs
<br />ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXC EEDING 30 60. FT, AND HAVING
<br />MINIMUM 30 INCHES OF VERTICAL HEIGHT. ROUGH FRAME D OPENING NOT BE LESS THAN 22"X30"
<br />INCHES, WHEN MECHANICAL EQUIPMENT IS LOCATED IN T HE ATTIC IT &HALL BE INSTALLED IN
<br />ACCORDANCE WITH 2O04 FLORIDA BUILDING CODE RE61DE NTIAL - SECTION M1305.1.3
<br />TIMBER MATERIALS,
<br />ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSU RE TREATED
<br />MATERIALS
<br />TRUSSES,
<br />IF THE CONTRACTOR , TRU86 MANUFACTURE OR ANY OT14E R DE61GN IDROPE66IONAL REV16E THE
<br />TRU66 SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PL AN6 ARKAY ENGINEERING, INC 16
<br />REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMEN T6 FOR COMPLIANCE WITH THE
<br />DE61ON INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
<br />ZONE Q 8D RING SHANK NAILS AT 6' OC AT ALL EDGES
<br />SD RING SHANK NAILS AT 12' OC INTERMEDIATE
<br />80 RING SHANK NAILS AT 6" OC, 4 OC AT
<br />ZONE ©© ROOF EDGES, RIDGE LINES, OR GABLE END WALL
<br />NOTE, END JOINT& FOR SHEATHING SHALL BE
<br />STAGGERED AND OCCUR OVER A FRAMING
<br />MEMBER
<br />ROOF SHEATHING NAILING DETAIL
<br />NOT TO SCALE
<br />THE CLIENT UNDER6TAND6 THAT T14E DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
<br />AGREES TO HOLD HARMLES6, 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 />ELECTRICAL LEGEND
<br />G.F.I. IIv
<br />SWITCH GROUND FAULT
<br />RECEPTACLE
<br />IIO V
<br />WP
<br />110 v
<br />WATERPROOF
<br />OUTLET FLUORESCENT
<br />IIOY LIGHT
<br />CAN BE CEILING
<br />FIXTURE
<br />OR WALL (tYP)
<br />D
<br />ELECTRICAL FLAN 1/411 = 11 Oil
<br />THE CONTRACTOR/OWNER WILL BE RESPONSIBLE FOR
<br />DETERMINING IF EXISTING ELECTRICAL SERVICE CAN
<br />HANDLE ADDITIONAL LOAD
<br />IN ACCORDANCE WITH CHAPTER 411.003 (2) lU OF THE FLORIDA ADMINISTRATIVE CODE,
<br />ELECTRICAL SYSTEMS SHALL BE DESIGNED BY THE REOPE GTIVE CONTRACTOR TO MEET
<br />ALL APPLICABLE CODES. THE ELECTRICAL SYSTEMS DRAW N HERON ARE BASE UPON A
<br />DESIGN PROVIDED BY THE OWNER TO ADDRE66 HI6/HER R EQUIREMENTS,
<br />ALL ELECTRICAL OUTLETS IN GARAGE AND AT EXTERIOR LOCATIONS 6HALL BE WIRED
<br />INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
<br />CARBON MONOXIDE ALARM MUST BE INSTALL WITHIN 10'0 " OF EACH ROOM USED FOR
<br />SLEEPING PURPOSE& WHEN BUILDING HAG A FOSSIL FUEL BURNING HEATER OR APPLIANCE,
<br />A FIREPLACE OR AN ATTACHED GARAGE.
<br />2x4 CROSS -BRACING 6 RIDGE
<br />I 20'-0" MAX7
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<br />2 X 4 NAILERB TYP
<br />TOP/BOTTOM CHORD GABLE
<br />1END BRACING * 48" O.C. MAX
<br />FOR THE FIRST 4 ROWS OF
<br />TRUSSES (MIN 2X4 )
<br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADOTIONAL
<br />BRACING OR CROSS BRACING REQUIREMENTS
<br />REQ. MINIMUM TRUSS BRACING
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<br />CONT. BOTTOM CHORD
<br />BRACING (1"x4" MIN.)
<br />10'-0" MAX.
<br />2 X 8 •2 YELLOW PINE
<br />RIDGE BEAM TYP.
<br />VERT SCAB
<br />CONT, 2 X 4 NAILER TYP _
<br />2- I&D NAILS PER TRUSS
<br />BEVEL CUT
<br />TYP
<br />-)n' All
<br />-1- '---- ' --- --- --- --- ---- --- --- ---------------------------1
<br />ROOF TRUSS PLAN 1/4 _ 11 OII
<br />USSES BELOW SHEATHED
<br />.IOR TO VALLEY FRAMING
<br />ITALLATION
<br />6 02 YELLOW PINE
<br />LEY FRAMING TYP.
<br />COMMON TRUSS
<br />2 X 8 02 YELLOW PINE
<br />RIDGE BEAM TYP.
<br />2 X 4 CONT
<br />UPS RT3 OR 61MPWN
<br />H3 HURR STRAP * 48"
<br />OC TYP.
<br />SIMPSON 43 FRAMING
<br />ANCHOR TYP,
<br />r- ROOF SHEATHING
<br />UPS RT3 OR SIMPSON
<br />N3 HURR STRAP 48" OC
<br />TYP.
<br />SECTION "A" - "A"
<br />TYPICAL CONY FRAME VALLEY DETAIL
<br />ALL CONNECTORS ON VALLEY FRAMING DETAIL
<br />HAVE BEEN REVIEWED AND SIZED FOR COMBINE
<br />UPLIFT, SHEAR AND LATERAL LOADS
<br />2 X 4 VERTICAL SCAB * 48" Or -
<br />MAX CONN. W/ 4 I&D NAILS
<br />TOP 4 USP RT3 OR 6IMP60N H3
<br />HURR CLIP AT BOTTOM
<br />ROOF VALLEY DETAIL
<br />4- I&D TOE NAILS
<br />RIDGE BOARD END
<br />2 X 6 02 YELLOW PINE
<br />�— RAFTER 0 24" Or -
<br />UPS RT3 OR 6IMP60N
<br />H3 14URR STRAP EACH
<br />END
<br />ARKAY ENGINEERING INC.
<br />STIR RAL ENGINEERS
<br />R9: BARD L. IDDE'1' .E.
<br />FLORIDA LICENSE NUMBER 3T296
<br />I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIO NS
<br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
<br />ARE IN COMPLIANCE WITH CHAPTER I6, SECTION 160E O F THE
<br />FLORIDA BUILDING CODE 2001 FOR 120 MPH (3 SECOND GUST)
<br />WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001
<br />FLORIDA BUILDING CODE RESIDENTIAL AND 2009 SUPPLEMENTS
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