HomeMy WebLinkAbout38409 South Ave•
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EXISTING NORTH ELEVATION 1/4" = 1' O"
NEW NORTH ELEVATION 1/4" = 1' O"
PROOCUT CATEGORY
APPROVED PRODCUT LIST
SUB CATEGORY MANUFACTURER
STATE OF FL.
APPROVAL •
STRUCTURAL COMPONET
42.6, LTT205
SIMPSON
FL 4T4 R-1
LSTA STRAPS
SIMPSON
FL ISOI R-3
ROOFING
FLINTL46TIC GM6
CERTAINRTEED CORP
FL 411
MODIFIED BITUMNE
ROOFING
f16 OR 030 FELT
ATLAS ROOFING
FL 4064-RI
WINDOWS
SINGLE HUNG
FLORIDA EXTRUDERS INC
FL 42 - R4
MILESTONE WDW
SOFFIT 4 FASCIA TRIM
SOFFIT TOWN 4 COUNTY INDUSTRIES
FL SSW
WALL SIDING
VINYL LAP
CERTAINTEED CORP
FL I513-RI
THE CLIENT UNDER6TAND6 THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLE66, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING PPA60NADU ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIA15LE FOR C06T OF
REPAIRS OR DELAY TO THE CONSTRUCTION
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EXISTING WEST ELEVATION 1/4" = 1' O"
NEW WEST ELEVATION 1/4" = 1' O"
1/2" COX OR 1/I6" 060 ROOF SHEATHING
NAILED PER SHEATHING DETAIL WITH 60
R.S. NAILS PER 614EATIANG DETAIL, USE
STEEL PLYCLIP6 AND 030 FELT WITH
GMS MODIFIED BITUMEN ROOFING.
2X6 02 YELLOW PINE
RAFTERS SPACE 24" OC
(1) 61MP60N 142.5 CLIP AT ALL RAFTER
TO WOOD WALL LOCATIONS, FILL NAIL
HOLES WITH IOD X 1 1/2* NAILS
2Xi WOOD SUB FASCIA WITH
ALUMINUM FASCIA, SOFFIT
ALUMINUM SINGLE
HUNG WINDOWS
MINIMUM R-19 INSULATION
IN RAFTER CEILING AREA
DOL2X4
TOP PLATE I/2" CEILING TYPE
GYPSUM BOARD
ALL TOP PLATE SPLICE MUST
BE MINIMUM 4'0" NAILED 4" OC
WITH 12D COMMON NAILS
DOL 2 X 12 '2 PINE WITH ONE
LAYER 1/2" PLYWOOD IN CENTER
OVER ALL DOOR AND WINDOW
OPENINGS
2X4 02 SPRUCE STUD WALL AT 16" OC WITH 1/2" COX
OR OSB WALL SHEATHING NAILED 3" OC ON ALL
PLATES AND 6" OC ON VERTICAL STUDS, COVER 1/2" GYPSUM
ION IN WALLS WITH
WITH TYVEK HOUSE WRAP AND VINYL LAP SIDING 0
/2GYPSUM WALLBOARD
TYPICAL 4' CONCRETE SLAB WITH WIRE MESH
OR FIBER MESH Ai rrn 6 MILL VISQUEEN OVER
CLEAN COMPACT TERMITE TREATED 601L
GRADE — — — — — — — — — — — — — — — — — —
2011
SINGLE 2X4 P.T. OTTOM PLATE SECURED TO SLAB 1211 TYPICAL 20"XI2" MONO FOOTINGS
O
WITH 2 EACH "S REBAR ON CHAIRS
WITH I&XS" ANCHOR DOLTS 24" OC OR S/6"Xl'
SLEEVE ANG14OR6, USE I/2"X2"X2" SQUARE WASHER
2X4 WOOD WALL DETAIL
NOT TO SCALE
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REAR NORTH
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HOUSE
FLOOR PLAN
1/4"
m 1' O"
DIMENSIONS ARE APPROXIMATE AND MUST
BE FIELD VERIFIED BY CONTRACTOR BEFORE
CONSTRUCTIONS BEGINS
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BLOCK WALL WITH (4) 1/2"X6" REDHEAD
EXPANSION BOLTS
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ATTACH NEW WOOD WALL TO EXISTING
WOOD WALL WITH (6) 160 NAILS
la'all
NEW REAR NORTH WEST SECTION
HOUSE FLOOR PLAN 1/411 _ 11 O11
DIMENSIONS ARE APPROXIMATE AND MUST
BE FIELD VERIFIED BY CONTRACTOR BEFORE
CONSTRUCTIONS BEGINS
THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNS D TO COMPLY
WITH ALL OF THE LOADING REQUIREMENTS OF " SECTION S03 - STRUCTURAL"
OF THE FLORIDA BUILDING CODE 2004 - EXISTING BUIL DING
SIMPSON LTT205 ANCHOR WITH S/S"X1" RED
HEAD EXPANSION BOLT SECURE TO SLAB
THROUGH BOTTOM PLATE. FILL NAIL HOLES
TO STUDS WITH IOD NAILS. PLACE (1) AT EACH
CORNER AND AT EACH SIDE OF ALL OPENINGS
AND SPACED MAXIMUM 6'O" OC
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
a
RICHARD _. KIUf�EY P.E.
FLORIDA LICENSE NUMBER 31256
1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIO NS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 0 F THE
FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST)
WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2004
FLORIDA BUILDING CODE RESIDENTIAL AND ALL 2005 AN D
2006 SUPPLEMENTS
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GENERAL
NOTES:
ANY CONCRETE OVERPCUR , MORTAR OR STUCCO MATERIAL 6 ALONG THE FOUNDATION
THIS BUILDING MAO BEEN DESIGNED TO CONFORM TO THE 2004 FLORIDA BUILDING CODE
PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR 601L TREATMENT, ( PER FCC R320.1,5)
RESIDENTIAL
ARKAY ENGINEERING INCt A REGISTERED LICENSED, PLO RIDA PROFESSIONAL STRUCTURAL
EXTERIOR 601L TREATMENT MUST DE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
ENGINEERING COMPANY, HAS APPLIED " RATIONAL ANALY 616" FOR THE STRUCTURAL DESIGN
WITHIN If OF THE STRUCTURE SIDE WALLS (PER FBC R 320.1.6)
OF THI6 STRUCTURE
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE N 6TALIJ?D AFTER CONSTRUCTION 16
THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADD IN" SHALL BE DESIGNED FOR THE
COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE
FOLLOWING SUPERIMPOSED LOADS
VERTICAL BARRIER 16 APPLIED, SHALL BE RETREATED (PER FCC R320.1.6)
M-OOR6' LIVE LOADS 4o P.S.F.
CON DEN6ATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAS T 0' AWAY PROM THE BUILDING-
DEAD LOAD6 - 10 PAY.
SIDE WALL& (PER FDC R320,1)
GARAGE GLADs
AFTER ALL WORK 16 COMPLETE ANY LOOSE WOOD AND FEL L MUST BE REMOVED, FROM
LIVE LOADS - SO PA.F.
BELOW AND WITH IN IY OF THE BUILDING. THIS SHALL W"m ALL GRADE STAKES TUB
DEAD LOAD6 - 10 P.S.F.
TRAP BOXES, FORM6, 6110RING AND ANY OTHER CELL UL06 E CONTAINING MATERIALS
ROOF.
PER (FBC R320.0,3.)
LIVE LOADS [TRUSS TOP GOOD) - 0 P.S. F.
1
DEAD LOADS (TRUSS TOP CORD) - 10 P.S.F. B P.O.F. WHEN TILE ROOF INSTALLED
THE DISTANCE PROM THE EXTERIOR WALL COVERING ( EX CEPTIONbs PAINT AND DECORATIVE
DEAD LOAD (TRUSS BOTTOM CORD) - 10 PA F.
CEMENTITIOU6 FINI64 L.E66 THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
A661JMED TRUSS 6Et WEIGHT ( DEAD LOAD) - 1 P.G.F.
AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6' T O ALLOW FOR INSPECTION FOR FUTURE
WIND DESIGN AGWMPTION6,
TERMITE INFESTATIONS (PER MSC- R104)
BUILDING EXPOSURE - D
EXTERIOR WINDOWS 4 DOORS/
BUILDING IMPORTANCE FACTOR - 1.0
ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DO OR SHALL BE TESTED IN ACCORDANCE WITH
MEAN ROOF HEIGHT 30' OR Lis"
ANWAMMA/NWWDA 1OVI62 STANDARD AND BEAR AN AMMA OR WDMA LABS. IDENTIFYING THE MANUFACTURE
HEIGHT 4 EXPOSURE ADJUSTMENTS COCFFICIE NT - 1.0
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
ENCL.O6ED BUILDING
INTERNAL PRESSURE COEFFICIENT .. / - O ,IS
ALL MUJ-ION6 AND ADJACENT DOOR/WNDOW ASSEMBLIES SMALL BE TEST OR ENGINEERED TO TRANSFER
SEE WIND SPEED AT BOTTOM RIGHT OF ALL 814 EET6
Lb TIMES THE DESIGN LOADS TO THE ROUGH OPENING 6 U156TRATE
SOIL BEARING 4 COMPACTION,
SIALL THE M ANUPAGTURE ANCHORING RECOMMENDATIONS
TO EVE THE DESIGN PRESSURES SPECIFIEDPER
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE 6 OIL BEARING CAPACITY OF
ELECTRICAL, PLUMBING, 4 MEOWANICALI
2000 P.&.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OW HER 16 RESPONSIBLE FOR VERIFYING
THAT THE SOIL ON THE 617E 16 PROPERLY PREPARED AN D COMPACTED SUCH THAT IT CAN
SUPPORT A 2000 P.b,F. FOUNDATION LOADING
IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE ELECTRICAL
PLUMBING AND MECHANICAL SYSTEMS SMALL DE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
ARKAY ENGINEERING INCe A REGISTERED LICENSED FLOR IDA PROFESSIONAL STRUCTURAL
MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMB NG AND MECHANICAL SYSTEMS DRAWN HERON
ENGINEERING COMPANY, DESIGNED TWIN FOUNDATIONS W ITHOUT VI6ITNG THE CONSTRUCTION
ARE BABE UPON A DESIGN PROVIDED BY THE OWNER TO A DDRES6 14I6/HER REQUIREMENT6,
SITE NOR PERFORMING ANY SOIL TESTING
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (W THIN 6' PEET OR 61NK6), GARAGE AND AT
ARKAY ENGINEERING INC SHALL NOT BE RESPONSIBLE FO R THE 617E 601L ABILITY TO SUPPORT
EXTERIOR LOCATION& SHALL DE WIRED INTO A GROUND F AULT INTERRUPTER 'CFI" CIRCUIT
THE BUILDING LOADS
"API' CIRCUIT
FOUNDATION 4 SLAB - ON- GRADE NOTES 1
ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES SH ALL ISE WIRED INTO AN ARC -FAULT INTERRUPTER
SMOKE DETECTORS 614ALL BE PLACE IN EACH BEDROOM AN D IN HALL WAY AREAS ADJACENT
BUILDING 817E SHALL BE SCRAPED TO REMOVE ALL ORGA HOC MATERIALS,
TO BEDROOM AND OTHER LIVING AREAS
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AR EA, SHALL DE COMPACTED
GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N. EC,
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.B.F. FOUNDATION LOADING. GLAD
SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEA N ADEQUATELY COMPACTED
DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS O R CEILINGS SEPARATING THE DWELLING FROM THE
AND TERMITE POISONED SOIL
GARAGE SHALL BE CONSTRUCTED OF MINIMUM NO,26 GAUG E SHEET STEEL OR OTHER APPROVED MATERIALS
CONCRETE UTILIZED IN THE FOUNDATION AND SLAM GNA LL NAVE A MINIMUM 28 DAY
AND SHALL HAVE NO OPENINGS INTO THE GARAGE ( FSC 2004 R308.1.1.)
COMPRESSIVE STRENGTH OF 3000 P.O.I.
REINFORCING STEEL 614ALL BE GRADE 40 MINIMUM AND I IDENTIFIED IN ACCORDANCE
SAFETY GLAZING:
WITH ASTM A -615. LAP SPLICES, WHERE REQUIRED SHA LL Be A MINIMUM OF 25" FOR
85 REBAR , 30' FOR 06 REBAR a 35' FOR 01 REBAR
THE FOLLOWING &HALL BE CONSIDERED SPECIFIC HAZARD OU6 LOCATION FOR THE PURPOSE OF
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEGH T OF 4 COURSE& l AFTER
GLAZING
FINAL SITE GRADNW THE CONTRACTOR OR BUILDING OW HER SHALL DETERMINE THE
EXACT &TEMWALL WEIGHT BASE UPON SITE CONDITIONS P RIOR TO POURING THE FOUNDATION
(1) GLAZING IN SWING DOORS, FIXED AND SLIDING PAN EL OF SLIDING DOORS
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 CO URGE ARE REQUIRED
AS6EMDLIEB
(2) GLAZING IN DOORS AND ENCLOSURES FOR NOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL SE ON SITE
ROOMS, BATHTUBS AND OkNOR6, GLAZING IN ANY P ORTION OF A BUILDING WALL
FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL DE EXPOSED AND A
ENCLOSING THESE COMPARTMENT& WHERE THE BOTTOM EDGE OF THE GLAZING 16 LESS"
THAN 60 ABOVE THE DRAIN INLET
STRING STRECTED FROM MARKER TO MARKER TO VERIFY R EQUIIQED 6ET BACKS
(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANE- ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE 16 WITHIN A 24" RAID US OF THE DOOR IN A CL08ED
SOIL TERMITE TREATMENTI
POSITION AND WHOSE BOTTOM EDGE 16 LESS THAN b 0' ABOVE THE FINISH FLOOR OR
WALKING SURFACE
TERMITE PROTECTION 614ALL DE PROVIDED BY REGISTERE D TERMITICIDEB, WAAVNG PESTICIDES
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PA NEL OTHER THAN TW06E LOCATIONS
APPLIED TO SOIL, OR WOOD, DATING SYSTEMS, OR ONE R APPROVED PROTECTION LABELED FOR
DESCRIBED IN ITEMS (2) AND (3) ABOVE , THAT M EET6 ALL OF THE FOLLOWING
USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
(A) EXP06ED AREA OF AN INDIVIDUAL PANE GREAT ER THAN S 60, FT,
(B) BOTTOM EDGE LESS THAN 16" ABOVE THE FLOOR
(C) TOP EDGE GREATER THAN 36' ABOVE THE FLOOR
A CERTIFICATE OF COMPLIANCE' &MALL BE I66UED TO T HE BUILDING DEPARTMENT BY A LICENSED
(D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY
PERT CONTROL COMPANY BEFORE A ' CERTIFICATE OF OC CUPANCY WILL BE ISSUED. THE CERTIFICATE
OF THE PLANE OF THE GLAZING
SHALL STATE. (PER PDC R320.1)
TIMBER MATERIALSI
THE BUILDING HAS RECEIVED A COMPLETE TREATMENT PO R THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT 16 INAGCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT
EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 6PRUCE (OR BETTER)
OF AGRICULTURE AND CONSUMERS SERVICES
ALL OTHER STUDS SMALL DE'STUD GRADE" SPRUCE &PAC E 16" OC. ALL SPLICES AT
TOP PLATE MUST SE MINIMUM 4'0' AND NAILED 4' OC W ITH 12D COMMON NAIL&
IF A REGISTERED TERMITICIDE BAIT SYSTEM 16 TO DE USED FOR SUBTERRANEAN TERMITE PREVENTION
SECTION R320.1 THROUGH RSWA& DO NOT APPLY. A 6 *NED FIVER EYAR CONTRACT FROM THE ISSUE
EXTERIOR WALI.& SHALL BE CONSTRUCTED WITH 1/2' PLY WOOD OR VIb' 0.6,D, ( 2-M4LI RATING) NAILED
OF THE CERTIFICATE OF OCCUPANCY A66URNG INGTAL.LA TION. MAINTENANCE AND MONITORING OF THE
WITH BD NAILS SPACE AT 3" OC ALONG ALL HORIZONTAL JOINTS AND EDGES, 6' OC ALONG ALL VERTICAL
BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
JOINTS AND EDGES AND 12" OC ALONG ALL INTNRMEDIAT E STUDS
MUST OR INSTALLED PRIOR TO FINAL BUILDING APPROVA L [ PER FBC R320.I,10
AT OPENINGS S'0" WIDE OR LARGER &TRAP HEADER SEA M TO THE HEADER STUDS WITH (2) UbP OR SIMPSON
L6TA24 STRAP TIES AT EACH END OF HEADER BEAM. ANC NOR BOTTOM OF HEADER 6TUD6 TO FOUNDATION
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AP TER ALL EXCAVATION
WITH U6P OR SIMPSON HTTI6 TENSION TIE,
BACKFILLNG 1 COMPACTION ARE COMPLETE ( PER PBC 3 20,L2.)
INTERIOR STUD WALLS TO DE OF 2 X 4 82 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T,
ANY SOIL. DISTURBED AFTER THE INITIAL TREATMENT 6H ALL DE RE- TREATED
PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUD& SPACED
INCLUDING ANY BOX OR FORMED AREAS (PIER PDC R320. 1,2)
MAXIMUM 24 OC, WALLS TO HAVE V2 GYPSUM BOARD E AC 4 SIDE, WITH WALLS AT
GARAGE TO HAVE MINIMUM R-11 INSULATION
BOXED AREA IN THE CONCRETE GLAD FOR INSTALLATION OF TRAPS SHALL BE MADE
ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESW RE TREATED
WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
MATERIALS
ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY D*TURDANC E OF THE 601L AFTER THE
ANCHOR WOOD SHEAR WALL6 SEGMENTS TO FOUNDATION W TH SIMPSON LTT20B TEN61ON TIE AT EACH
INITIAL TREATMENT ( PER FOC R320,13)
END OF WALL SEGMENTS AND AT ANY WALL &EGMENT INTE R6ECTION ( BUILDING CORNERS)
A MINIMUM 6 MILL VAPOR BARRINt MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AND APPROVED
DILUTION IF RAINFALL OCCUR6 BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL
PRIOR TO REQUESTING THE FRAMING INSPECTION,
BE REQUIRED (PER PBC R320.1.4)
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RELOCATE METER TO
THIS NEW LOCATION
ELECTRICAL PLAN 1/411 1' O"
THE CONTRACTOR/OWNER WILL BE RESPONSIBLEE
POR DETERMINING IF EXI6TNG SERVICE CAN HANDLE
ADDITIONAL LOAD
THE CLIENT UNIDERSTAND6 THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNU'Y, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARI6ING OUT OF OR REQULTING PROM THE
PROJECT, THE DESIGNER WILL N GOOD PAIN ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWING6, BUT N TIME EVENT MIRRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIR& OR DELAY TO THE CONSTRUCTION
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1 STRAP AT BLOCK WALL WITH
(1) SIMPSON MSTM I6 TWISTED
STRAP WITH (4) I/4"X2 1/4" TAP
i CONS IN WALL AND (4) IOD NAILS
IN RAFTER
I
2X6 02 PINE RAFTERS 24" OC
19. 911
ROOF FRAMING PLAN 1/411 = 11 O"
DBL TOP PLATE
NAILED 3' OC TO TOP NAIL WITH 60 R6 NAILS
AND BOTTOM PLATES
2X4 BLOCKING AT ALL JOINTS Ib' OC
IF PLYWOOD RUNS HORIZONTAL
NAIL 3' OC WITH SD NAILS
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150 CFM
EXISTING
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I ' FOR DETERMINING IF EXISTING H.V,A.C, CAN HANDLE
1
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j MECHANICAL PLAN 1/4"
ELECTRICAL LEGEND
no V G.F.I,
110 V
,F {
GROUND FAULT
RECEPTACLE
SWITCH
IIO V
CACA LIGHT
N DE CEILING
OR WALL (TYP)
IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE- ELECTRICAL
PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMS ING AND MECHANICAL SYSTEMS DRAWN HERON
ARE DA6E UPON A DESIGN PROVIDED BY THE OWNER TO A DDRES6 HIS/HER REQUIREMENTS.
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WI THIN 6' FEET OR SINKS), GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND F AULT INTERRUPTER "CFI" CIRCUIT
ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES 6H ALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
'AFI' GRCUT
SMOKE DETECTOR6 SHALL BE PLACE IN EACH BEDROOM AN D IN HALL WAY AREAS ADJACENT
TO BEDROOM AND OTHER LIVING AREAS
PLYWOOD NAIL PATTERN ( WALL
PLYWOOD NAILED AS SHOWN AND USING SIMP60N ANCHORS
OR HURRI BOLT AS SHOWN ON FLOOR PLAN TO CREATE
EXTERIOR SHEAR WALL OR SIMPSON MSTA30 STRAPS
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STRAP AT WOOD WALL WITH
(1) SIMPSON 142,5 CLIP AT ONE
SIDE OF RAFTER AND FILL NAIL
HOLES IOD NAILS
STRAP ALL HEADERS Ab 6140UM WITH 2
EACH 6IMP60N L6TA 21" 6TRAP6 AT
EACH END FILL ALL NAIL HOLE6 WITH
IOD X 1 1/2" NAIL6
WALL/ HEADER DETAIL
EXISTING
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FOUNDATION t PLUMBING PLAN 1/4" = 11 O"
ROOF EDGE
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I I GABLE END I I
PARTAIL ROOF PLAN
PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE
PER APA TECHNICAL NOTE R215A, 16" - 24" INCH PANE L6
bD RING SHANK NAILS AT 6' OC AT ALL EDGES
ZONE 0
DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WID TH
8D RING SHANK NAILS AT 12" OC INTERMEDIATE
PANEL. NONE REQUIRED AT RIDGE OR HIP. 12" - 16" L UMBER
8D RING SHANK NAILS AT 6" OC, 4 OC AT
ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON THE SIDE
ZONE Q ROOF EDGES, RIDGE LINES, OR GABLE ENDWALL
ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT
NOTE END JOINTS FOPR SHEATHING SHALL DE
RIDGE OR HIP. 12' OR LESS USE LUMBER ONLY BLOCKING
STAGGERED AND OCCUR OVER A FRAMING
12X4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGE6
MEMBER
- WINDOW OR DOOR OPENING&
HAVE DOL 2 X 12 82 PINE WITH
E LAYER 1/2' PLYWOOD HEADERS
JESb OTHERWISE NOTED ON FLOOR
AN
E ING& 6'0' AND WIDER MUST
VE DOUBLE JACK STUD EACH
D NAILED b" OC WITH 160 NAILS
IL BEAM6 TOGETHER WITH
!OWE 120 COMMON6 8" OC
EACH SIDE OF BEAM
STUD&
ROOF SHEATHING NAILING DETAIL
NOT TO SCALE
ATTACH WINDOW TO STUDS THROUGH WINDOW
FIN PER YOUR WINDOW MANUFACTURE INSTRUCTIONS
TO MEET WIND LOAD AND COMPRESSION RATINGS
FOR YOUR JOD LOCATION
l
CAULK WINDOW PER YOUR
UIMNDOW MANUFACTURES SPECIFIC
RECOMMENDATION& TO MEET WIND
LOAD AND COMPRESSION RATINGS s
FOR YOUR JOB LOCATION
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i
11'1
EXTERIOR STUD WALL
WOOD WINDOW ATTACHMENT DETAIL
ARKAY ENGINEERING INC.
S UCTURAL ENGINEERS
RICI4ARD L, KIDDEY P,E,
FLORIDA LICENSE NUMBER 312%6
1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIO NS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 160E O F THE
FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST)
WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2004
FLORIDA BUILDING CODE RESIDENTIAL AND ALL 200E AN D
2006 SUPPLEMENTS
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