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III. I) 1 I' U P`. ®, 1» !gym® /I •� r-, s - •d1 r ••• s •• '�- • i'1 • � • is • • r- • - •: -• •• ' • • - .. � � � � �• �� aril ,�rr� ', �• r ' : • • .. • . • • •. • • VCV 1 CL1' NILAL V15LLAIMIt Subsurface information shown on these drawings was obtained solely for use in establishing design • • for • _ accuracy of this information is • guaranteed and •: •- construed as �r a - plans governingconstruction of - , • - j,. • • - ME- CHCAL ELECTR- : ti- - ELL-MINIC i of the [owner] if additional information is available, to make arrangements to review' ,the same prior to bidding, to conduct whatever site investigation or testing may bel, IN ACCORDANCE WITH CHAPTER 471.003(2)(1) OF THE FLORIDA required, and to make his own determinations as to all subsurface conditions. ADMINISTRATIVE CODE; ELECTRICAL,PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS SHEET INDEXTO MEET ALL APPLICABLE CODES. ANY MECHANICAL, ELECTRICAL, OR . DRAWN HEREOND UPON THE OWNERS AND OR CONTRACTOR REQUIREMENTS AND OR Iil1 • • m - �� : •• ! ALL ` OUTLETS IN BATHROOMS, r FEET •i . •1 -- ..t AND AT r •• LOCATIONS SHALL rrINTO A GROUNDINTERRUPTER "GFI" CIRCUIT. ARC- FAULT411110 glow. s . -"AFI" CIRCUIT iC I� _ \ i� ►� :_ 11 LOCATIONS OF • BIBS 'LL BE COORDINATED IN THE FIELI WITH CONTRACTOR AND OWNER 2020 FLORIDA RESIDENTIAL BUILDING CODE 7TH EDITION NFPA 70, NATIONAL ELECTRIC CODE (2017), AS REFERENCES BY THE FLORIDA BUILDING CODE CHAPTER 34 41)11®)1►ICE ®1.rIf.,' LOT 72 MEADOWOOD LOOP ZEPHERHILLS FL CLASSIFICATION BY OCCUPANCY, ................. RESIDENTIAL CLASSIFICATION BY GROUP.........................R CONSTRUCTION TYPE .......... ...................... V SPRINKLER CLASSIFICATION........................UNSPRINKLED FLOOD ZONE: X RISK CATEGORY II WIND ZONE 138 MPH (ASCE 7-16) To the best of my knowledge these plans are drawn to comply with owner's and/ or builder's specifications and any changes made on them after prints are made will be done at the owner's and / or builder's expense and responsibility. The contractor shall verify a!I dimensions and enclosed drawing. THE DESIGN PROFESSIONAL is not liable for errors once construction has begun. While every effort has been made in the preparation of this plan to avoid mistakes, the maker can not guarantee against human error. The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. This document is an instrument of a contract and is further protected by copyright laws and intellectual property rights. •I•1 kc1I Ia 4= AREA SC.I. FEET SST FLOOR CONDITIONED 11'238 1ST FLOOR UN -CO` IDITIO lED =RONT PORCH 123 GARAGE 460 REAR PORCH 69 TOTAL CONDITIONED 1238 TOTAL UNDER ROOF 1890 TOTAL WIDTH 35' TOTAL DEPTH 59' HEIGHT 18'6 DRIVEWAY 418 '1.V A L ,'1N AY S 71 CONC. DAD 9 Approved Product List Product category Sub category Manufacturer State of FL Approval # Structural Components SP4 Wood Connector Simpson FL10456.43 H10 Wood Connector Simpson FL10456.6 META24 Masonary Connector Simpson FL11473.18 HETA20 Masonary Connector Simpson FL11473.3 META14 Truss Connector Simpson FL11473.17 META16 Masonary Connector Simpson FL11473.17 META18 Masonary Connector Simpson FL11473.18 HHETA20 Masonary Connector Simpson FL11473.9 MGT Masonary Connector Simpson FL11470.9 HTT16 Masonary Connector Simpson FL11496.1 LTT206 Masonary Connector Simpson FL11496.3 U24 Wood Connector Simpson FL10655.141 H4 Wood Connector Simpson FL10456.14 MTS12 Wood Connector Simpson FL10456.33 HTS20 Wood Connector Simpson FL10456.23 H16 Wood Connector Simpson FL11470.1 CS16 Wood Connector Simpson FL13872.1 HGT2 Girder Connector Simpson FL10456.18 HGT3 Girder Connector Simpson FL10456.19 HGT4 Girder Connector Simpson FL10456.20 MTSM16 Connector Simpson FL11473,2 LSTA12 Wood Connector Simpson FL13872.5 LSTA18 Wood Connector Simpson FL13872.5 LSTA24 Wood Connector Simpson FL13872.5 LSU26 Joist Connector Simpson FL10447.14 A35 Framing Connector Simpson FL10446A Engineered Lumber Laminated Wood Beam Boise Engineered Wood Products FL1644.1 Doors Garage Doors 16'W3 CLOPAY Building Products FL15279.7 Doors Garage Doors 9'W4 CLOPAY Building Products FL15279.12 Doors Garage Doors 16'W4 CLOPAY Building Products FL15279.20 Doors Metal Exterior outswing PGT FL15443 Doors Sliding Glass Door PGT FL251-R30 Doors Fiberglass Exterior Masonite International FL18582.1 Windows Casement PGT FL243 Windows Single Hung PGT FL239 Windows Fixed Glass PGT FL 243-R20 Windows Mullions PGT FL261 Windows Horizontal Slider PGT FL242 Roofing Metal Roofing STEEL ROOFING SYSTEMS FL15837 Roofing Modified Bitumen Roof System GAF Materials Corp. FL16732.1 Roofing Asphalt Shingles Timberlane30 GAF Materials Corp. FL10124.1 Roofing Roofing Tiles Boral Roofing / US Tile FL11647.1 Roofing VentSure Ridge Vent Owens Corring FL10758.1 Roofing Underlayment Owens Corring FL9777.1 Panel Walls Siding James Hardie Building Products Inc. FL15867 Panel Walls Soffits- Vinyl Kaycan LTD FL16503.2 Panel Walls Soffits -Aluminum Kaycan LTD FL12198.1 Panel Wails Siding lKaycan LTD FL15867 Shutters Hurricane Storm Shutters Storm Smart Industries IFL11291.2 Below is your Wall Components aria Clad.dina design pressures for the selected conditions. SCE Wind load Progra n (3:0.3 Part 1:Low-Rise Building I Vall C-anip-, t= and Claddnlg Wall Components and Cladding (Ileac h <= 6of) ?ro,2ct.. LOT -2 Prep:;red by- Enter User Name of Bellevida E-mail. Enter Email - address 7'put. .SCE ",7 1G Strength Design Load & illo.+able Stress Design Wind Speed = 138 mph Building Exposure = B I,Graan & Suburbar- areas) Internal Pressure Coefficient GCpi = o.=_S Enclosed Building A- > Roof angle is greater than 1oc- kzt =1.ao Kd = c,.SS Ke = 1.00 ,Mean Roof Height = 13.��- ft Vut LLt: Velocit'r Pressure Exposure Coefficient "K-7 ma.X." = 0.57 Per . cb ev,sn-z, Lcg= z6.3 LRFD uses «-ind speed Vult = 13 8 mph Velvcily Pressure (qil LRFD) = 2_4.62 psf = .00256*P:z#Kzt#kd*ke+1* 7 ^2 lb:ft' 2 page 335 ASS u_ 11%ind speed vasdi =1o^ mph Velcci:• Pressure (-gh.%SSD) =14.17 psf = .00256{I 7_*fit*kd,`ke*V^24 .61b;'ft^2 T :area S Feet a F i tread Pos live Zane a psf Resistance Factor Deli Negative Negative Center Corner Zone 4 Zone 5 sf sf ble Stress DesiggFer Positive= 'Kegative Negative Zane Center Corner 4 S; Zone 4 Zone g sf Fi e o 1. Pa e - E�.�ernal Pressure Coefficients __._.-_ _ _ Pos eNegative G i Center GC �egati i Corner G�C:p 10 ft27 -30.2 11 -37.3 -1.40 20 2 ___71 -29.0 -34.8 j4 {ti 2.0 -2 -3 -o.q$ -1°1a 10 6.1 -2gj.0 111 -1 } -1^. 0.82 -i7. : -1,Ga -- 200 ft2 22.4 -24.8 00 ft 20.E -2 .1 -23.1 Least Width = `5ft a = 3.5 ft (gone SI is? -, or o.4h, whici evzr is snsal?,:r but nor less thar, S ;". Presented b .xDDtools.corn I t Lek a R!>_'k GABLE € DC1 A4 5 `k 10 i ALL WORK SHALL f;�:OWIPU MTH PREMA=UK,63 CODES FLORIDA BUILDING CODE, NATIONAL 5ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DA T E FIB 2 2 2021 rnTy OF YRH IL PLAN W tNtER _ FDJ ENGINEERING AND DESIGN, LLC CERT. OF AUTHORIZATION # 30%B FRANK®FDJENG.00M ENGINEERING CERTIFICATICATION I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DE51ON AND FOUND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, 7TH EDITION (2020) - RESIDENTIAL THI5 DRAWING AND DESIGN 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED THIS DRAWING AND DE51GN IS SIGNED AND SEALED FOR STRUCTURAL ENGINEERING ONLY, FRANK A DEJ05E PE FL PE #1353q � Jd w I u-1 r IXi m UA O >' lTi U! } LL! LU Q LU g Q) ®LL_ LU 1 LU c� itl PROVIDED BY: 2721 Agnes St Tampa FL 33619 813 313 0045 LL CJr 1/15/2021 r•.31i