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GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2014 FLORIDA BUILDING CODE
<br />5T14 EDITION AND THE 2014 FLORIDA BUILDING CODE - RESIDENTIAL 5 TH EDITION,
<br />ARKAY ENGINEERING, INC.: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
<br />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,S,F. LIVE LOAD - 50 P.S..F,
<br />DEAD LOAD - 10 P.S.F. DEAD LOAD - 10 P,S,F,
<br />ROOF:
<br />LIVE LOAD (TRUSS TOP CHORD) - 20 P,S,F,
<br />DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED)
<br />DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P,S,F,
<br />ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F.
<br />WIND:
<br />BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31: PER 2014 FLORIDA
<br />BUILDING CODE, RESIDENTIAL 5TH ADDITION - SECTION R301.2,1.1. AND 20!4 FLORIDA BUILDING
<br />CODE 5TH ADDITION SECTION 1609.1.1,
<br />WIND DESIGN ASSUMPTIONS:
<br />BUILDING EXPOSURE - B
<br />BUILDING RISK CATEGORY - II
<br />MEAN ROOF HEIGHT 30' OR LESS
<br />HEIGHT t EXPOSURE ADJUSTMENT
<br />COEFFICIENT = 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT = +/- 0.18
<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 />COMPONENT t CLADDING WIND LOADS
<br />ALL OTHER
<br />BUILDING
<br />ROOF OVERHANG
<br />COMPONENT
<br />ZONE
<br />LOADS
<br />LOADS
<br />1
<br />N/A
<br />+32.3/-35,3
<br />2
<br />405.1
<br />+32,3/-56.2
<br />3
<br />-110,ro
<br />+32.3/-89,0
<br />4
<br />N/A
<br />+35.3/-38,2
<br />5
<br />_r
<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 t COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P,S,F,
<br />FOUNDATION LOADING.
<br />ARKAY ENGINEERING, INC,: A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
<br />NOR PERFORMING ANY SOIL TESTING,
<br />ARKAY ENGINEERING, INC, SHALL NOT BE RESPONISIBLE 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,S,I.
<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 Oro REBAR t 35" FOR 01 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 SHALL BE ON THE
<br />SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
<br />A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
<br />MASONRY WALLS:
<br />CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
<br />AND SHALL HAVE A MINIMUM F'M OF 1,500 P,S,I,
<br />MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR S,
<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 M6 REBAR t 35" FOR 01 REBAR,
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />OF 3/6", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
<br />OF 2,500 P.S.I, (WHEN TESTED PER ASTM C-1019),
<br />PROVIDE CLEAN -OUT OPENINGS (12 50, IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
<br />THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT.
<br />TIMBER MATERIALS:
<br />ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
<br />LVL BEAMS SHALL BE (LSE) MICROLLAM LVL MATERIALS MANUFACTURED BY TRUSJOIST
<br />MACMILLAN (OR EQUAL),
<br />LUMBER UTILIZED IN BOTTOM PLATES, TOP PLATES, POSTS, STUD PACKS AND BEAMS
<br />SHALL BE #2 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.
<br />PSL POSTS SHALL BE 11.8E) PARALLAM PSL MATERIALS MANUFACTURED BY TRUSSJOIST
<br />MACMILLAN (OR EQUAL). SEE "POST SUPPORT TABLE" ON THIS SHEET FOR LOAD VALUES.
<br />EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR 1/16 O.S.B. (2-M-W RATING) NAILED
<br />WITH SD NAILS SPACED AT 3" O.C. ALONG ALL HORIZONTAL JOINTS t EDGES. 6" O.G. ALONG ALL
<br />VERTICAL JOINTS t EDGES AND 12" O.G. ALONG ALL INTERMEDIATE STUDS.
<br />AT OPENINGS 5'-O" WIDE OR LARGER, STRAP HEADER BEAM TO THE HEADER STUDS WITH (2) USP OR SIMPSON
<br />"LSTA24" STRAP TIES AT EACH END OF HEADER BEAM, ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION
<br />WITH A USP OR SIMPSON "HTTIfc" TENSION TIE.
<br />ANCHOR WOOD SHEARWALL SEGMENTS TO FOUNDATION WITH A USP OR SIMPSON "HTTI6" TENSION TIE AT EACH
<br />END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTERSECTIONS (BUILDING CORNERS),
<br />ANCHOR TRUSSES AS FOLLOWS:
<br />ROOF UPLIFTS OF 4550 AND LESS USE (1) USP "RT3" OR SIMPSON "143" HURRICANE TIE.
<br />FOR UPLIFTS FROM 4560 UP TO 9100 USE (2) USP "RT3" OR SIMPSON "143" HURRICANE TIES.
<br />UPLIFTS FROM 911" UP TO 1,4500 USE A USP "HTW20" OR SIMPSON "HTS20" TWIST STRAP.
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
<br />PRIOR TO REQUESTING THE FRAMING INSPECTION,
<br />IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
<br />'USP" OR "SIMPSON" CONNECTORS SHOWN,
<br />ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
<br />MATERIALS
<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 SIDE, WITH WALLS AT
<br />GARAGE TO HAVE MINIMUM R-11 INSULATION
<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 />d
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE AS A 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
<br />THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES, THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
<br />IF A REGISTERED TERMITICCE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />ABOVE DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
<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 HE INSTALLED PRIOR TO FINAL BUILDING APPROVAL,
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
<br />BACKFILLING t COMPACTION ARE COMPLETE
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
<br />(INCLUDING ANY BOXED OR FORMED AREAS) -
<br />BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN
<br />ADEQUATE SIZE t DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
<br />INITIAL TREATMENT,
<br />A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
<br />SHALL BE REQUIRED
<br />ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION), ANY SOILS DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
<br />BUILDING SIDEWALLS
<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 />FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
<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 LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
<br />FOR FUTURE TERMITE INFESTATIONS
<br />TRUSSES:
<br />IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE
<br />TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY ENGINEERING, INC, IS
<br />REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
<br />INTENT PRIOR TO COMMENCEMENT OF THE PROJECT,
<br />EXTERIOR WINDOWS 4 DOOR ASSEMBLIES:
<br />ALL EXTERIOR WINDOW t GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
<br />101/I62 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
<br />PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY,
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
<br />TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE,
<br />INSTALL ALL WINDOW t DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
<br />TO ACHEIVE THE DESIGN PRESSURES SPECIFIED.
<br />ELECTRICAL, PLUMBING 4 MECHANICAL:
<br />IN ACCORDANCE WITH CHAPTER 411,003(2XU OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL,
<br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
<br />MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
<br />ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS,
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN (2 FEET OF SINKS), GARAGE AND AT
<br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT,
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
<br />"AFI" CIRCUIT,
<br />SAFETY GLAZING:
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
<br />GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
<br />(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
<br />ASSEMBLIES.
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
<br />ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
<br />THAN 60 INCHES ABOVE THE DRAIN INLET,
<br />(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
<br />CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
<br />FINISHED FLOOR OR 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 MEETS ALL OF THE FOLLOWING
<br />CONDITIONS:
<br />A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN S SQ. FT,
<br />B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
<br />C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR,
<br />D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
<br />PLANE OF THE GLAZING.
<br />REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
<br />THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
<br />DRAFTSTOPPING:
<br />IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN
<br />FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES, DRAFTSTOPPING
<br />SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO TWO OR
<br />MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ. FT.
<br />ATTIC ACCESS:
<br />ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ. FT, AND HAVING MINIMUM
<br />30 INCHES OF VERTICAL HEIGHT, ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES,
<br />WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE
<br />WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305.1,3
<br />GARAGE:
<br />NO OPENINGS SHALL BE PERMITTED FROM A GARAGE INTO A SLEEPING ROOM, OTHER OPENINGS
<br />BETWEEN THE GARAGE AND RESIDENCE SHALL HAVE A DOOR (MIN. 1 3/5" THICK), OF SOLID WOOD,
<br />SOLID OR HONEYCOMB CORE STEEL, OR 20-MINUTE FIRE -RATED WITH SELF CLOSING HINGES,
<br />WALLS SEPARATING THE GARAGE AND RESIDENCE SHALL HAVE MIN. 1/2" GYPSUM BOARD
<br />APPLIED TO THE GARAGE SIDE, THE CEILING SHALL HAVE MIN. 1/2" GYPSUM BOARD APPLIED
<br />TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY ALL
<br />HABITABLE ROOMS ABOVE WITH MIN. 5/8" 'TYPE-X' GYPSUM BOARD IN COMPLIANCE WITH THE
<br />FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R309
<br />PRODCCT CATEGORY
<br />APPROVED PRODUCT LIST
<br />SUB CATEGORY MANUFACTURER
<br />STATE FL,
<br />APPROVV AL
<br />STRUCTURAL COMPONET
<br />HIO
<br />SIMPSON
<br />FL 10456
<br />STRUCTURAL COMPONET
<br />AC6
<br />SIMPSON
<br />FL 10860
<br />STRUCTURAL COMPONET
<br />A5U6fo
<br />SIMPSON
<br />FL 10860
<br />STRUCTURAL COMPONET
<br />WALL ANCHORS
<br />THREADED ROD
<br />N/A
<br />ROOFING
<br />ASPHALT
<br />GAF SINGLES ALL
<br />FL 10124.1
<br />ROOFING
<br />UNDERLAYMENT
<br />GAF
<br />FL 10626.1
<br />SOFFIT t FASCIA TRIM
<br />SOFFIT AMERICAN
<br />CONSTRUCTION METALS
<br />FL 12019.1
<br />SINGLE HUNG
<br />WINDOWS
<br />NON IMPACT
<br />PLYGEM 1500
<br />FL 16103.1
<br />EXTERIOR DOORS
<br />GARAGE 9'2" TO 16'2"
<br />CLOPAY
<br />FL 5684.3
<br />EXTERIOR DOORS
<br />SWINGING 8'0"
<br />PLAST PRO
<br />FL 15213,30
<br />EXTERIOR DOORS
<br />SWINGING &'0"
<br />PLAST PRO
<br />FL 15213.19
<br />WALL SIDING
<br />EXTERIOR
<br />WARDI BOARD
<br />FL 13192,1
<br />LAP SIDING
<br />0 OII Q/ I OII
<br />V
<br />TYPICAL ROOF TRUSSES
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<br />BOTTOM
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<br />1 STORY ALL THREAD ROD ANCHOR DETAIL
<br />NOT TO SCALE
<br />A301 ALL THREAD ROD ROD SYSTEM FROM
<br />SLAB TO TOP PLATE PLACED (1) AT EACH
<br />CORNER AND AT MAXIMUM &'0" OC ON
<br />PERIMETER OF HOUSE
<br />ARKAY ENGINEERING INC.. 1
<br />STRUCTURAL ENGINEERS
<br />a
<br />RICHARD L. KIDDEY E.
<br />FLORIDA LICENSE MBER 3.1296
<br />I HERBY CERTIFY THAT THESE NS AND SPECIFICATIONS
<br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
<br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION i609 OF THE
<br />FLORIDA BUILDING CODE 2014 5TH EDITION AND ASCE 1-10
<br />FOR 13S MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE
<br />2014 BUILDING CODE RESIDENTIAL 5T14 EDITION
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<br />Q
<br />W.
<br />w O
<br />O
<br />tu
<br />0—
<br />LIVING
<br />1410
<br />GARAGE
<br />402
<br />PORCH
<br />202
<br />TOTAL 2014
<br />PG
<br />✓Or-5
<br />ARKAY N
<br />16754
<br />
|