|
SHARED LEGEND: (NOT ALL APPLY)
<br />EXISTING
<br />PROPOSED
<br />NOMINAL 2X4" STUD WALLS NOTE: DIMENSIONS ARE SHOWN TO NOMINAL ROUGH
<br />WOOD FRAME AND NOMINAL MASONRY UNITS. INTERIOR WALLS ARE SHOWN AT 4"
<br />AND MASONRY WALLS ARE SHOWN AT 8" UNLESS NOTED. INTERIOR CLEAR
<br />DIMENSIONS VARY DUE TO CHANGES IN FINISH MATERIALS
<br />GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE ENTIRE 5TH EDITION OF THE 2014 FLORIDA
<br />BUILDING CODE AND THE 2014 FLORIDA BUILDING CODE - RESIDENTIAL.
<br />ARKAY ENGINEERING, LLC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS
<br />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) - 7 P.S.F.
<br />WIND:
<br />BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2014 FLORIDA
<br />BUILDING CODE, RESIDENTIAL - SECTION R301.2. 1. 1. AND 2014 FLORIDA BUILDING CODE SECTION
<br />1609.1.1.
<br />WIND DESIGN ASSUMPTIONS:
<br />BUILDING EXPOSURE - B
<br />BUILDING RISK CATEGORY - 11
<br />MEAN ROOF HEIGHT 30'OR LESS
<br />HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT 0. 18
<br />WIND SPEED SHOWN IN ADJACENT TABLE
<br />ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND
<br />INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION
<br />PER FBC 602.5
<br />SOIL BEARING & COMPACTION:
<br />COMPONENT & CLADDING WIND LOADS
<br />(140)
<br />BUILDING
<br />ROOF
<br />ALL OTHER
<br />ZONE
<br />OVERHANG
<br />COMPNENTS
<br />LOADS
<br />I
<br />N/A
<br />+32.3/-35.3
<br />2
<br />-65.7
<br />+32.3/-56.2
<br />3
<br />-110.6
<br />+32.3/-89.0
<br />4
<br />N/A
<br />+35.3/-38.2
<br />5
<br />N/A
<br />+35.3/-47.2
<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 ON
<br />THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. FOUNDATION
<br />LOADING.
<br />ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING
<br />COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR
<br />PERFORMING ANY SOIL TESTING.
<br />ARKAY ENGINEERING, INC. SHALL NOT BE RESPONSIBLE FOR THE SITE SOILS ABILITY TO SUPPORT THE
<br />BUILDING LOADS.
<br />FOUNDATIONS & 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 SUCH THAT IT CAN
<br />ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
<br />SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY COMPACTED AND
<br />TERMITE POISONED SOIL. CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM
<br />28 DAY COMPRESSIVE STRENGTH OF 3,000 P.S.I.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615.
<br />LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR
<br />#7 REBAR.
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER FINAL SITE
<br />GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT
<br />BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY
<br />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 SITE FOR
<br />THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING
<br />STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
<br />DETACHED GARAGE/SHOP
<br />FOR "THE HARRINGTON FAMILY
<br />LOCATED AT: 38735 7TH AVE. ZEPHYRHILLS, FL
<br />TRUSSES:
<br />IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE TRUSS SYSTEM LAYOUT FROM THOSE
<br />SHOWN ON THESE PLANS ARKAY ENGINEERING, INC. IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE
<br />WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT.
<br />EXTERIOR WINDOWS & DOOR ASSEMBLIES:
<br />ALL EXTERIOR WINDOW & GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101 /IS2 STANDARDS AND BEAR
<br />AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING
<br />ENTITY.
<br />ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN
<br />LOADS TO THE ROUGH OPENING SUBSTRATE.
<br />INSTALL ALL WINDOW & DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS TO ACHEIVE THE DESIGN
<br />PRESSURES SPECIFIED.
<br />ELECTRICAL, PLUMBING & MECHANICAL:
<br />IN ACCORDANCE WITH CHAPTER 471.003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE; ELECTRICAL, PLUMBING AND MECHANICAL
<br />SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND
<br />MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HISMER REQUIREMENTS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED
<br />INTO A GROUND -FAULT INTERRUPTER 'GFI" CIRCUIT.
<br />ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "Al'i" CIRCUIT.
<br />SAFETY GLAZING:
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING
<br />CODE, RESIDENTIAL - SECTION R308:
<br />(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES.
<br />(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
<br />GLAZ�NG �N ANY PORTION OF Al BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE
<br />GLAZ NG S LESS THAN 60 NCHES ABOVE THE DRAIN INLET.
<br />(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24
<br />INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FINISHED
<br />FLOOR OR WALKING SURFACE.
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3)
<br />ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
<br />A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 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 PLANE OF THE GLAZING.
<br />REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS
<br />LOCATION FOR THE PURPOSE OF GLAZING.
<br />TIMBER MATERIALS:
<br />ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
<br />LVL BEAMS SHALL BE (1.9E) MICROLLAM LVL MATERIALS MANUFACTURED BY TRUSJOIST MACMILLAN (OR EQUAL).
<br />LUMBER UTILIZED IN BOTTOM PLATES, TOP PLATES, POSTS, STUD PACKS AND BEAMS SHALL BE #2 YELLOW PINE (OR BETTER).
<br />EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE #2 SPRUCE (OR BETTER). ALL OTHER STUDS SHALL BE "STUD GRADE"
<br />SPRUCE.
<br />PSL POSTS SHALL BE (1.8E) PARALLAM PSL MATERIALS MANUFACTURED BY TRUSSJOIST MACMILLAN (OR EQUAL). SEE "POST SUPPORT
<br />TABLE" ON THIS SHEET FOR LOAD VALUES.
<br />EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR 7116 O.S.B. (2-M-W RATING) NAILED WITH BID NAILS SPACED AT 3"
<br />O.C. ALONG ALL HORIZONTAL JOINTS & EDGES; 6" O.C. ALONG ALL VERTICAL JOINTS & EDGES AND 12" O.C. ALONG ALL INTERMEDIATE
<br />STUDS.
<br />AT OPENINGS 5-0" WIDE OR LARGER, STRAP HEADER BEAM TO THE HEADER STUDS WITH (2) USP OR SIMPSON 1STA24" STRAP TIES AT
<br />EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION WITH A USP OR SIMPSON "H716" TENSION TIE.
<br />ANCHOR WOOD SHEARWALL SEGMENTS TO FOUNDATION WITH A USP OR SIMPSON "HTTI 6" TENSION TIE AT EACH END OF WALL
<br />SEGMENTS AND AT ANY WALL SEGMENT INTERSECTIONS (BUILDING CORNERS).
<br />ANCHOR TRUSSES AS FOLLOWS:
<br />ROOF UPLIFTS OF 4554 AND LESS USE (1) USP 'RT3" OR SIMPSON 'H3 HURRICANE TIE.
<br />FOR UPLIFTS FROM 456# UP TO 9 10# USE (2) USP "RT3" OR SIMPSON "H3, HURRICANE TIES.
<br />UPLIFTS FROM 911 # UP TO 1,450# USE A USP "HTW20" OR SIMPSON "HTS20" TWIST STRAP.
<br />ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED PRIOR TO REQUESTING THE
<br />FRAMING INSPECTION.
<br />IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE 'USP" OR "SIMPSON" CONNECTORS
<br />SHOWN.
<br />NOTES:
<br />1) ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING, PLUMBING CODES LATEST
<br />EDITIONS, AND THE NATIONAL ELECTRIC CODE (NEC).
<br />2) ALL CONSTRUCTION SHALL CONFORM TO LOCAL BUILDING CODES.
<br />3) ANY CHANGES TO THESE PLANS MUST BE APPROVED BY THE DESIGN ENGINEER AND THE
<br />BUILDING DEPARTMENT PRIOR TO CONSTRUCTION.
<br />4) THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND BUILDING SETBACK, AND REPORT ANY
<br />DISCREPANCIES TO THE DESIGN ENGINEER PRIOR TO CONSTRUCTION.
<br />5) PRE-ENGINEERED TRUSS DESIGN AND CALCULATIONS MUST ACCOMPANY THIS PLAN, AND IS
<br />PROVIDED BY OTHERS.
<br />6) ALL FINISHES, COLORS, TEXTURES, AND SPECIAL APPURTENANCES MUST BE SPECIFIED BY THE
<br />OWNER OR CONTRACTOR.
<br />7) THE CONTRACTOR IS TO VERIFY THE SLOPE OF THE LOT PRIOR TO CONSTRUCTION. IT MAY BE
<br />NECESSARY TO DESIGN SPECIAL FOOTINGS WHICH ARE NOT SHOWN HERE. PLEASE NOTE
<br />THE LIMITATIONS OF THE FOOTINGS SHOWN IN THE DETAILS.
<br />8) TRUSS ENGINEERING SHALL BE PROVIDED TO THE DESIGN ENGINEER FOR REVIEW AND IS
<br />REQUIRED PRIOR TO ANY COMMENCEMENT OF CONSTRUCTION. TRUSS MANUFACTURER
<br />MAY REQUIRE ADDITIONAL FOOTINGS NOT SHOWN. SEE TRUSS DRAWINGS FOR EXACT
<br />LOCATIONS OF FOOTINGS.
<br />9) IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO VERIFY THE CONSTRUCTION PLANS
<br />FOR DESIGN, SITE CONDITIONS, ETC. PRIOR TO COMMENCING CONSTRUCTION.
<br />SOIL TERMITE TREATMENT: PER FBC 2304.11 & FBC-RESIDENTIAL R318
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL -APPLIED PESTICIDES, BAITING SYSTEMS AND
<br />PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECT10N LABELED FOR USE AS A PREVENTATIVE
<br />TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE
<br />OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE
<br />FOLLOWING STATEMENT:'7HE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
<br />TREATMENT IS ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
<br />SERVICES."
<br />IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION
<br />PERIMETER SHALL BE DONE AFTER ALL EVACUATION, BACKFILLING AND COMPACTING IS COMPLETE (PER FBC 1816.1.1)
<br />IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, SOIL AREA DISTRIBUTED AFTER INITIAL CHEMICAL SOIL TREATMENT
<br />SHALL BE RETREATED WITH A CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED AND FORMED (PER FBC 1816.1.2)
<br />IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE
<br />SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTICS OR METAL
<br />PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL
<br />TREATMENT (PER FBC 1816.1.3.)
<br />IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A
<br />MINIMUM 6 MILLIMETER VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER
<br />PLACEMENT, RE -TREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCED STEEL, DON'T AFTER CHEMICAL TREATMENT
<br />UNTIL THE CONCRETE FLOOR 15 TREATED IS POURED, SHALL BE DONE IN SUCH A MANNER AS TO AVOID PENETRATING OR DISTURBING
<br />TREATED SOIL (PER FBC 1816.1.4.)
<br />IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, CONCRETE OVER -POUR OR MORTAR ACCUMULATED ALONG THE
<br />EXTERIOR FOUNDATION SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT TO ENHANCE VERTICAL PENETRATION OF THE
<br />CHEMICALS (PER FBC 1816.1.5.)
<br />IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL
<br />EXTERIOR CONCRETE OR GRADE WITHIN I FOOT (305MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO VERTICAL CHEMICAL BARRIER
<br />SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IN COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER
<br />INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED (PER FBC 1816.1.6)
<br />IF A REGISTERED TERMITICIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM IS USED FOR SUBTERRANEAN TERMITE PROTECTION, FBC
<br />1816.1.1. THROUGH 1816.1.6. DO NOT APPLY: HOWEVER, A SIGNED CONTRACT ASSURING THE INSTALLATION, MAINTENANCE AND
<br />MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF 5 YEARS FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY SHALL BE
<br />PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE INSTALLED PRIOR TO THE FINAL
<br />BUILDING APPROVAL. IF THE BAITING SYSTEM DIRECTIONS FOR USE REQUIRE A MONITORING PHASE PRIOR TO INSTALLATION OF THE
<br />PESTICIDE ACTIVE INGREDIENT, THE INSTALLATION OF THE MONITORING PHASE COMPONENTS SHALL BE DEEMED TO CONSTITUTE
<br />INSTALLATION OF THE SYSTEM (PER FBC 1816.1.7)
<br />IF A REGISTERED TERMITICIDE FORMULATED AND REGISTERED AS A WOOD TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />SECTION 1816.1.1 THROUGH 1816.1.6. DO NOT APPLY. APPLICATION OF THE WOOD TREATMENT TERMITICIDE SHALL BE AS REQUIRED BY
<br />LABEL DIRECTIONS FOR USE, AND MUST BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. CHANGES IN FRAMING OR ADDITIONS TO
<br />FRAMING IN AREAS OF THE STRUCTURE REQUIRING TREATMENT THAT OCCUR AFTER THE INITIAL WOOD TREATMENT MUST BE TREATED PRIOR
<br />TO FINAL BUILDING APPROVAL (PER FBC 1816.1.8.)
<br />PROTECTIVE SLEEVES AROUNDING PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE CELLULOSE -CONTAINING
<br />MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL
<br />THICKNESS OF 0. 10 INCH (0.254 MM), AND BE SEALED WITH THE SLAB USING A NON CORROSIVE CLAMPING DEVICE TO ELIMINATE THE
<br />ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE (PER FBC 1816.2)
<br />140 MPH (3 SEC. GUST)
<br />WINDOWS (ENCLOSED BUILDING)
<br />WINDOW
<br />CALL -OUT
<br />SQUARE
<br />FOOT
<br />WIND PRESSURE
<br />ENDZONE
<br />POSITIVE NEGATIVE
<br />2024
<br />4
<br />+35.3
<br />-47.2
<br />2030
<br />6
<br />+35.3
<br />-47.2
<br />2038
<br />7
<br />+35.3
<br />-47.2
<br />2044
<br />8
<br />+35.3
<br />-47.2
<br />2050
<br />10
<br />+35.3
<br />-47.2
<br />2060
<br />12
<br />+35.0
<br />-46.6
<br />2424
<br />5
<br />+35.3
<br />-47.2
<br />2430
<br />1 7
<br />+35.3
<br />-47.2
<br />2438
<br />8
<br />+35.3
<br />-47.2
<br />2444
<br />10
<br />+35.3
<br />-47.2
<br />2450
<br />11
<br />+35.1
<br />-46.9
<br />2460
<br />14
<br />+34.7
<br />-45.9
<br />2824
<br />6
<br />+35.3
<br />-47.2
<br />2830
<br />8
<br />+35.3
<br />-47.2
<br />2838
<br />9
<br />+35.3
<br />-47.2
<br />2844
<br />11
<br />+35.1
<br />-46.9
<br />2850
<br />13
<br />+34.8
<br />-46.2
<br />2860
<br />16
<br />+34.3
<br />-45.3
<br />3024
<br />1 7
<br />+35.3
<br />-47.2
<br />3030
<br />9
<br />+35.3
<br />-47.2
<br />3038
<br />11
<br />+35.1
<br />-46.9
<br />3044
<br />13
<br />+34.8
<br />-46.2
<br />3050
<br />15
<br />+34.5
<br />-45.6 1
<br />3060
<br />18
<br />+34.0
<br />-44.6
<br />3424
<br />1 7
<br />+35.3
<br />-47.2
<br />3430
<br />10
<br />+35.3
<br />-47.2
<br />3438
<br />12
<br />+35.0
<br />-46.6
<br />3444
<br />14
<br />+34.7
<br />-45.9
<br />3450
<br />16
<br />+34.3
<br />-45.3
<br />3460
<br />20
<br />+33.7
<br />-44.0
<br />3824
<br />8
<br />+35.3
<br />-47.2
<br />3830
<br />11
<br />+35.1
<br />-46.9
<br />3838
<br />13
<br />+34.8
<br />-46.2
<br />3844
<br />15
<br />+34.5
<br />-45.6
<br />3850
<br />18
<br />+34.0
<br />-44.6
<br />3860
<br />22
<br />+33.6
<br />-43.7
<br />4024
<br />9
<br />+35.3
<br />-47.2
<br />4030
<br />12
<br />+35.0
<br />-46.6
<br />4038
<br />14
<br />+34.7
<br />-45.9
<br />4044
<br />17
<br />+34.2
<br />-45.0
<br />4050
<br />20
<br />+33.7
<br />-44.0
<br />4060
<br />24
<br />+33.4
<br />-43.4
<br />*IMPORTANT NOTE: IF NOT OTHERWISE NOTED,
<br />ALL WINDOWS FOR THE 140 MPH WIND SPEED
<br />MUST BE RATED FOR +35.3/-47.2 P.S.F.
<br />PRESSURES.
<br />140 MPH (3 SEC. GUST)
<br />WINDOWS (ENCLOSED BUILDING)
<br />WINDOW
<br />CALL -OUT
<br />SQUARE
<br />FOOT
<br />WIND PRESSURE
<br />END ZONE
<br />POSITIVE NEGATIVE
<br />12
<br />3
<br />+35.3
<br />-47.2 1
<br />13
<br />5
<br />+35.3
<br />-47.2
<br />14
<br />7
<br />+35.3
<br />-47.2
<br />15
<br />8
<br />+35.3
<br />-47.2
<br />16
<br />10
<br />+35.3
<br />-47.2
<br />1/232
<br />5
<br />+35.3
<br />-47.2
<br />1/233
<br />7
<br />+35.3
<br />-47.2 1
<br />1/234
<br />9
<br />+35.3
<br />-47.2
<br />1/235
<br />1 12
<br />+35.0
<br />-46.6
<br />1/236
<br />14
<br />+34.7
<br />-45.9
<br />30X26
<br />5
<br />+35.3
<br />-47.2
<br />30X38
<br />8
<br />+35.3
<br />-47.2
<br />30X50
<br />10
<br />+35.3
<br />-47.2
<br />30X63
<br />13
<br />+34.8
<br />-46.2
<br />30X72
<br />15
<br />+34.5
<br />-45.6
<br />22
<br />6
<br />+35.3
<br />-47.2
<br />23
<br />10
<br />+35.3
<br />-47.2
<br />24
<br />13
<br />+34.8
<br />25
<br />16
<br />+34.3
<br />-45.3
<br />26
<br />19
<br />+33.9
<br />-44.3 1
<br />48X26
<br />8
<br />+35.3
<br />-47.2 1
<br />48X38
<br />12
<br />+35.0
<br />-46.6
<br />48X50
<br />16
<br />+34.3
<br />-45.3
<br />48X63
<br />21
<br />+33.6
<br />-43.9
<br />48X72
<br />24
<br />+33.4
<br />-43.4
<br />32
<br />9
<br />+35.3
<br />-47.2
<br />33
<br />14
<br />+34.7
<br />-45.9
<br />34
<br />18
<br />+34.0
<br />-44.6
<br />35
<br />23
<br />+33.5
<br />-43.6
<br />28
<br />1 +33.1
<br />-42.9 1
<br />140 MPH (3 SEC. GUST)
<br />OPENINGS (ENCLOSED BUILDING)
<br />WINDOW OR DOOR
<br />OPENING SQ. FT.
<br />WIND PRESSURE
<br />END ZONE
<br />POSITIVE NEGATIVE
<br />10
<br />+35.3
<br />-47.2
<br />20
<br />+33.7
<br />-44.0
<br />30
<br />+33.0
<br />-42.6
<br />40
<br />+32.3
<br />-41.2
<br />50
<br />+31.6
<br />-39.8
<br />60
<br />+31.3
<br />-39.2
<br />70
<br />+31.0
<br />-38.6
<br />80
<br />+30.6
<br />-37.9
<br />90
<br />+30.3
<br />-37.3
<br />100+
<br />+30
<br />1 -36.7
<br />FLORIDA PRODUCT APPROVAL LIST
<br />MANUFACTURER
<br />PRODUCT
<br />PA #
<br />GAF
<br />SHINGLED ROOFING
<br />10124.1
<br />MI
<br />SINGLE HUNG WINDOWS
<br />15217.2
<br />GAF
<br />#30 FELT - UNDERLAYMENT
<br />15487.1
<br />PLY GEM
<br />VINYL SOFFIT
<br />17636.1
<br />SEMCO
<br />OFF RIDGE VENTS
<br />16994.1
<br />THERMA TRU
<br />SINGLE DOOR
<br />9196.1
<br />THERMA TRU
<br />DBL DOORS
<br />15036.4
<br />JAMES HARDIE
<br />HARDIE BOARD SIDING
<br />10477.1
<br />OVERHEAD
<br />SECTIONAL GARAGE DOOR
<br />14170.8
<br />AREA VENTILATION REQUIRED - UPPER & LOWER PROVIDED
<br />418 S.F. ATTIC AREA / 300 = 1.39 X 144 = 200 / 2 = 100 SI.
<br />UPPER & LOWER VENTILATION REQUIRED
<br />UPPER VENTILATION REQUIRED
<br />2 SEMCO LOW PROFILE OFF RIDGE VENTS AT 70 SUEACH = 140 > 100 SI.
<br />LOWER VENTILATION PROVIDED
<br />16 FT. SOFFIT VENTS (MIN) AT 6.42 SUFT = 103 > 100 SI.
<br />SQ. FT. CHART
<br />AREA SQ. FT.
<br />DETACHED GARAGE/SHOP 418
<br />1
<br />"NO" MECHANICAL TO BE INSTALLED
<br />I HEREBY CERTIFY:
<br />THAT THE CONSTRUCTION PLANS SHOWN HEREIN ARE IN COMPLIANCE WITH
<br />CHAPTER 16, SECTION 1609 OF THE ENTIRE 5TH EDITION OF THE 2014 FLORIDA
<br />BUILDING CODE FOR 140 M.P.H. ULTIMATE DESIGN WIND SPEED (RISK CATEGORY 11)
<br />ALONG WITH THE ENTIRE 2014 FLORIDA BUILDING CODE, RESIDENTIAL.
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<br />DATE: 6/16/2016
<br />REVISION:
<br />SCALE: 114"
<br />SDI # 2016104
<br />ARKAY # 16484
<br />SHEET
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<br />PERMIT SET
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