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<br />2017 FLORIDA RESIDENTIAL BUILDING CODE 6TH EDITION
<br />NFPA 70, NATIONAL ELECTRIC CODE (2014), AS REFERENCES BY THE FLORIDA
<br />BUILDING CODE CHAPTER 34
<br />W)1111JN►Lem 11_1F:'
<br />LEGAL DESCRIPTION:
<br />CITY OF ZEPHYRHILLS PB 1 PG 54 EAST 71.00 FT OF LOTS
<br />8 9 & 10 BLOCK 35 (G) OR 9435 PG 3337
<br />PHYSICAL ADDRESS:
<br />38401 12TH AVENUE, ZEPHYRHILLS, FL 33542
<br />CLASSIFICATION BY OCCUPANCY ..................RESIDENTIAL
<br />CLASSIFICATION BY GROUP.........................R
<br />CONSTRUCTION TYPE................................V
<br />SPRINKLER CLASSIFICATION........................UNSPRINKLED
<br />FLOOD ZONE: X
<br />RISK CATEGORY II WIND ZONE 138 MPH (ASCE 7-16)
<br />V \
<br />To the best of my knowledge these plans are drawn to comply with owner's and/ or builder's
<br />specifications and any changes made on them after prints are made will be done at the
<br />owner's and / or builder's expense and responsibility. The contractor shall verify all
<br />dimensions and enclosed drawing. THE DESIGN PROFESSIONAL is not liable for errors
<br />once construction has begun. While every effort has been made in the preparation of this
<br />plan to avoid mistakes, the maker can not guarantee against human error. The contractor of
<br />the job must check all dimensions and other details prior to construction and be solely
<br />responsible thereafter. This document is an instrument of a contract and is further protected
<br />by copyright laws and intellectual property rights.
<br />AREA SQ. FEET
<br />1ST FLOOR CONDITIONED 1238
<br />1ST FLOOR UN -CONDITIONED
<br />FRONT PORCH 123
<br />GARAGE 460
<br />REAR PORCH 6
<br />TOTAL CONDITIONED 1238
<br />TOTAL UNDER ROOF 189
<br />TOTAL WIDTH 35'
<br />TOTAL DEPTH 591'
<br />HEIGHT 1s1�6
<br />DRIVEWAY 41
<br />WALKWAYS 71
<br />CONC. PAD
<br />• ■ ► V
<br />Subsurface information shown on these drawings was obtained solely for use in
<br />establishing design controls for the project. The accuracy of this information is not
<br />guaranteed and it is not to be construed as part of the plans governing construction
<br />of the project. It is the BIDDERS AND OR CONTRACTORS responsibility to inquire
<br />of the [owner] if additional information is available, to make arrangements to review
<br />the same prior to bidding, to conduct whatever site investigation or testing may be
<br />required, and to make his own determinations as to all subsurface conditions.
<br />01:I 001_1 RLKe] ► 6011:tll" I to] ► ■ ► Le.
<br />1. First floor CMU walls with bearing height at 9'4" feet (U.N.0)
<br />3. Interior non -load bearing walls shall be constructed of spruce pine fur
<br />at 1611 o.c; interior load bearing walls shall be constructed of southern
<br />yellow pine 16" ox
<br />4. All interior doors to be 2 panel 80" masonite
<br />5. Match all door and window header heights at 80"
<br />6. All Base moulding to be pre -primed wood 5 1/4" profile
<br />7. Door casings to be pre -primed wood 2 1/4" profile
<br />8. R301.2.1.2 Protection of openings. Windows in buildings located in
<br />wind-borne debris regions shall have glazed openings protected from
<br />wind-borne debris. Glazed opening protection for wind-borne debris shall
<br />meet the requirements of the Large Missile Test of an approved impact
<br />resisting standard or ASTM E 1996 and ASTM E 1886, SSTD 12, ANSI/
<br />DASMA 115 (for garage doors) or TAS 201, 202 and 203 or AAMA 506
<br />referenced therein. THIS REQUIREMENT CAN BE MET THROUGH THE USE
<br />OF WOOD STRUCTURAL PANELS THAT MEET THE REQUIREMENTS OF
<br />FBC SECTION 301.2.1.2
<br />9. ALL INTERIOR GLAZING WITHIN 18" OF THE FINISHED FLOOR IS TO
<br />BE TEMPERED GLASS.
<br />10. ALL GLAZING WITHIN 6011 ABOVE OR ADJACENT TO TUBS AND
<br />SHOWERS IS TO BE TEMPERED.
<br />11. CONTRACTOR TO PROVIDE WINDOW & DOOR MANUFACTURER
<br />SPECIFICATIONS AND FLORIDA PRODUCT APPROVAL CODES.
<br />12.R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS
<br />EMERGENCY ESCAPE AND RESCUE OPENING SHALL HAVE MINIMUM
<br />DIMENSIONS AS SPECIFIED IN THIS SECTION
<br />R310.2.1 MINIMUM OPENING AREA
<br />EMERGENCY AND ESCAPE RESCUE OENINGS SHALL HAVE A NET CLEAR
<br />OPENING OF NOT LESS THAT 5.7 SQUARE FEET(0.530 M2). THE NET
<br />CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE
<br />OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE
<br />AND RESCUE FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING
<br />SHALL BE NOT LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR
<br />WIDTH SHALL BE NOT LESS THAN 20 INCHES (508 MM).
<br />EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A
<br />NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET (0.465 M2).
<br />R310.2.2 WINDOW SILL HEIGHT
<br />WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND
<br />RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN
<br />44 INCHES (118 MM) ABOVE THE FLOOR: WHERE THE SILL HEIGHT IS
<br />BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN
<br />ACCORDANCE WITH SECTION R310.2.3
<br />13. WINDOWS WILL COMPLY WITH INSULATION AND FENESTRATION
<br />REQUIREMENTS PER TABLE 402.1.1
<br />14. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROUGH
<br />OPENING SIZES PRIOR TO CONSTRUCTION.
<br />15. GUTTERS AND DOWNSPOUTS TO BE COORDINATED BETWEEN
<br />OWNER AND CONTRACTOR
<br />16. WET AREAS
<br />All shower and wet areas including tile and shower pans to refer the latest
<br />edition of the TCNA Handbook for Ceramic, Glass, Stone Tile Installation,
<br />typ.
<br />All wet areas to use Durock Cement board (recommended for all tile
<br />areas)
<br />Acceptable USG Durock Glass -Mat Mold Tough
<br />"Un _ \ M: V I: !
<br />IN ACCORDANCE WITH CHAPTER 471.003(2)(1) OF THE FLORIDA
<br />ADMINISTRATIVE CODE; ELECTRICAL, PLUMBING AND MECHANICAL
<br />SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS
<br />TO MEET ALL APPLICABLE CODES. ANY MECHANICAL, ELECTRICAL,
<br />OR PLUMBING SYSTEMS DRAWN HEREON ARE BASED UPON THE
<br />OWNERS AND OR CONTRACTOR REQUIREMENTS AND OR
<br />SUGGESTIONS.
<br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET
<br />OF SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED
<br />INTO A GROUND FAULT CIRCUIT INTERRUPTER "GFI" CIRCUIT.
<br />ALL OTHER ELECTRICAL OUTLETS SHALL BE WIRED INTO AN ARC -
<br />FAULT INTERRUPTER "AFI" CIRCUIT
<br />LOCATIONS OF ALL HOSE BIBS SHALL BE COORDINATED IN THE FIELD
<br />WITH CONTRACTOR AND OWNER PRIOR TO INSTALL
<br />If 38401 12th Avenue
<br />Label
<br />IN
<br />Title Descri tion Comments
<br />G-1
<br />1FROJECT INFORMATION
<br />0-1
<br />15ITE PLAN
<br />0-2
<br />FOUNDATION PLAN
<br />0-3
<br />FIRST FLOOR PLAN
<br />0-4
<br />EXTERIOR ELE1/ATION5
<br />0-5
<br />5EGTION 1/IEkN5
<br />0-6
<br />ROOF FRAMING PLAN
<br />E-1
<br />ELECTRICAL PLAN
<br />5-1
<br />GON5TRUCTION DETAILS
<br />5-2
<br />FRAMING DETAILS
<br />6-1
<br />16ENERAL NOTES & 5PECIFICATION5
<br />R'=
<br />,ALL WORK SHALL OC3MPLY VWI'rH PREVAILING CiTy
<br />CODES FLORIDA BUILDING COLS , ►� ��� � ; " ��_� ��®'
<br />NATIONAL ELECTRIC OoDFI , _ 9
<br />AND THE CITY OF ZEPHYRHILLS���
<br />ORDINANCES _
<br />Approved Product List
<br />Product category
<br />Sub category
<br />Manufacturer
<br />State of FL Approval #
<br />Structural Components
<br />SP4 Wood Connector
<br />Simpson
<br />FL10456.43
<br />H10 Wood Connector
<br />Simpson
<br />FL10456.6
<br />META24 Masonary Connector
<br />Simpson
<br />FL11473.18
<br />HETA20 Masonary Connector
<br />Simpson
<br />FL11473.3
<br />META14 Truss Connector
<br />Simpson
<br />FL11473.17
<br />META16 Masonary Connector
<br />Simpson
<br />FL11473.17
<br />META18 Masonary Connector
<br />Simpson
<br />FL11473.18
<br />HHETA20 Masonary Connector
<br />Simpson
<br />FL11473.9
<br />MGT Masonary Connector
<br />Simpson
<br />FL11470.9
<br />HTT16 Masonary Connector
<br />Simpson
<br />FL11496.1
<br />LTT208 Masonary Connector
<br />Simpson
<br />FL11496.3
<br />U24 Wood Connector
<br />Simpson
<br />FL10655.141
<br />H4 Wood Connector
<br />Simpson
<br />FL10456.14
<br />MTS12 Wood Connector
<br />Simpson
<br />FL10456.33
<br />HTS20 Wood Connector
<br />Simpson
<br />FL10456.23
<br />H16 Wood Connector
<br />Simpson
<br />FL11470.1
<br />CS16 Wood Connector
<br />Simpson
<br />FL13872.1
<br />HGT2 Girder Connector
<br />Simpson
<br />FL10456.18
<br />HGT3 Girder Connector
<br />Simpson
<br />FL10456.19
<br />HGT4 Girder Connector
<br />Simpson
<br />FL10456.20
<br />MTSM16 Connector
<br />Simpson
<br />FL11473.2
<br />LSTA12 Wood Connector
<br />Simpson
<br />FL13872.5
<br />LSTA18 Wood Connector
<br />Simpson
<br />FL13872.5
<br />LSTA24 Wood Connector
<br />Simpson
<br />FL13872.5
<br />LSU26 Joist Connector
<br />Simpson
<br />FL10447.14
<br />A35 Framing Connector
<br />Simpson
<br />FL10446.4
<br />Engineered Lumber
<br />Laminated Wood Beam
<br />Boise Engineered Wood Products
<br />FL1644.1
<br />Doors
<br />Garage Doors 16'W3
<br />CLOPAY Building Products
<br />FL15279.7
<br />Doors
<br />Garage Doors 9'W4
<br />CLOPAY Building Products
<br />FL15279.12
<br />Doors
<br />Garage Doors 16'W4
<br />CLOPAY Building Products
<br />FL15279.20
<br />Doors
<br />Metal Exterior outswing
<br />PGT
<br />FL15443
<br />Doors
<br />Sliding Glass Door
<br />PGT
<br />FL251-R30
<br />Doors
<br />Fiberglass Exterior
<br />Masonite International
<br />FL18582.1
<br />Windows
<br />Casement
<br />PGT
<br />FL243
<br />Windows
<br />Single Hung
<br />PGT
<br />FL239
<br />Windows
<br />Fixed Glass
<br />PGT
<br />FL 243-R20
<br />Windows
<br />Mullions
<br />PGT
<br />FL261
<br />Windows
<br />Horizontal Slider
<br />PGT
<br />FL242
<br />Roofing
<br />Metal Roofing
<br />STEEL ROOFING SYSTEMS
<br />FL15837
<br />Roofing
<br />Modified Bitumen Roof System
<br />GAF Materials Corp.
<br />FL16732.1
<br />Roofing
<br />Asphalt Shingles Timberlane30
<br />GAF Materials Corp.
<br />FL10124.1
<br />Roofing
<br />Roofing Tiles
<br />Boral Roofing / US Tile
<br />FL11647.1
<br />Roofing
<br />VentSure Ridge Vent
<br />Owens Corning
<br />FL10758.1
<br />Roofing
<br />Underlayment
<br />Owens Corring
<br />FL9777.1
<br />Panel Walls
<br />Siding
<br />James Hardie Building Products
<br />Inc.
<br />FL15867
<br />Panel Walls
<br />Soffits- Vinyl
<br />Kaycan LTD
<br />FL16503.2
<br />Panel Walls
<br />Soffits -Aluminum
<br />Kaycan LTD
<br />FL12198.1
<br />Panel Walls
<br />ISiding
<br />I Kaycan LTD
<br />IFL15867
<br />Shutters
<br />lHurricane Storm Shutters
<br />IStorm Smart Industries
<br />IFL11291.2
<br />I HEREBY CERTIFY THAT THIS PLAN AND
<br />SPECIFICATIONS WAS PREPARED BY ME OR
<br />UNDER MY DIRECT SUPERVISION AND FOUND IT
<br />TO BE IN COMPLIANCE WITH THE 2017 FLORIDA
<br />BUILDING CODE 6TH ED (RESIDENTIAL)
<br />PATRICK A. SULLIVAN
<br />ARCHITECT, LLC
<br />AA26002687
<br />8910 N. DALE MABRY HWY
<br />SUITE 22
<br />TAMPA FL 33614
<br />(813)205-2494
<br />CE 7-10 I'�" load Program (30,4 Part i. Law R.i_.e wilding Wall Components and Cladding)
<br />s all Components and Cladding (Wear Rcf He,y ht 50ff)
<br />Prx_�ect:CO SULTRE..=.LTI
<br />Prepared by: Enter User _,ame of BELLE 4'ID3
<br />E-snail: Enter Email Address
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<br />a.SCE _-iC, Strength Design Load & Allo; able Stress Design
<br />l=indSpeed =-38 mph
<br />Building Exposure = B t`,Ufban & Suburban area l
<br />Internal Pressure Coefficient GCpi = o.i8 Enclosed Building
<br />6 > Roof angle is greater :hart ioc
<br />Kzt
<br />Kd = o3,5
<br />dean Poof Height = 1&a ft
<br />IDLtuut:
<br />'.'elocityPressure Exposure Coefficient mat," = o,-
<br />Per TGb:z SV.S 1, PagE 3--
<br />LPFD uses vind speedVult = i3S mph
<br />}'cic,.? r Pressure (4a LRFD) = 2S.ci psf = ._ u25C*K2*K t*Kd*;' 2lb ft" 2
<br />Per e-3.o,v 2.page-16
<br />_.SD user ,ind speed Vasd1=1.07 mph
<br />Velocity- Pressure (qh ASD) = i j,4 psf = .00256*K *1Lzt*Kd*V-2*o.b it, fit" 2
<br />_
<br />LRFI? QLoad
<br />Resistance
<br />Stress De_ s1§
<br />Per Fi ireo�}-a. Pale 3
<br />ntars
<br />Area a
<br />Sq Feet
<br />Positive
<br />Zone
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<br />sf
<br />7Z-1�14
<br />tiegati�e
<br />LDrne1'
<br />Zone 5 i
<br />sff
<br />Pr9sitite:
<br />Zone
<br />4 3': 5
<br />Negative
<br />Center
<br />Zone 4
<br />psf '
<br />`vegative
<br />Co er
<br />IPos1tt'
<br />Zane iCenter
<br />psf I
<br />£ ternalPressureCoefficients
<br />__
<br />tiegativeegatiie
<br />GCg
<br />Corner G
<br />34.2
<br />-3-..i
<br />-45.8
<br />-;--
<br />--z_.37�♦z-5
<br />1
<br />i..00
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<br />-1,40
<br />_10A:!
<br />50ft2
<br />r0Oft-
<br />zg.i
<br />3z.a
<br />35.b
<br />i^.5
<br />igs
<br />-21.4
<br />zC30 {t'
<br />J
<br />-30.5
<br />-0.9
<br />Least 4"idh = 35 ft a = ;.5 tt (one 5)
<br />; ._f > e. Lit u nth cr 04h, whtchcuer is srnattzr but n,:;t Tess than 3 j±,
<br />Presen_edY; CADDtools.com
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<br />a s ZONE 5 ZrMc5 ti �� 'ZONE 5
<br />FLA€ k KX- 0ABLE W10F i0!6 rl FIB'R00f (052r)
<br />Foot notes:
<br />�17 Frorr, Florida Building Code bth editian 20 ;- in section i6a9.3.i s+4-ind speed eons: ersion,
<br />NEW SINGLE FAMILY RESIDENCE
<br />FOR,MASTERCRAFT CONSTRUCTION AND HOMEBUILDING
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<br />PROVIDED BY:
<br />1385 OAKFIELD DR
<br />BRANDON FL 33511
<br />813.313.0045
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<br />DATE:
<br />7/8/2019
<br />SCALE:
<br />SHEET:
<br />C-1
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