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HomeMy WebLinkAbout117 Andrews Rd; 17-2623; SCREEN ROOM2:- CITY OF SANFORD 1 , -ti BUILDING & FIRE PREVENTION PERMIT APPLICATION i AUG 2 3 2017 1 J Application No: y`--Dom nted Construction Value: $ p C3 Job Address: % ( wC -e vv S Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: E V-- 1 f 5-e ,tea a,-. e9 n, .,n Plan Review Contact Person: /d Title: Phone: q b 7 / % G L 7x• Cf l i Property Owner Information Name 1 l+-c °I- -4.- - w n ''' Phone: O % Street: I 1t,,(, C ` Resident of property? ; 'i `- City, State Zip: ar v C` .0 3a7 7 Name Street: City, State Zip: r.nntrne-fnr Infnrmatinn t( n ""7 :T-,a(( o 14 0 State License No.:f37 Architect/Engineer Information Name: Street: Q( 0^1 V i m (4"e°t e City, St, Zip:(4 t)I Phone: Fax: E-r,-A1*i1• Bonding Company: Mortgagf Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICES OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE': RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction/ in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application s NO'PI, E: In addition to the requirements of this permit, there may be additionalrestrictions applicable to this property that may be i found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. i Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. l I"10Vlit :1.r_ 1 ' k ff t: ?-t-, ikA—d, L vv., m - Print Owner/Agent's Name Print Contractor/Agent's Name Owner/ Agent is Produced M BRYAN OORION Notary Public - State of Florida Commission # FF 181319 1y C res Mar 27, 2019 WNWAWWWOMAWWvAssn. Contractor/A Produced M BELOW IS FOR OFFICE USE ONLY BRYAN DORION Notary Public - State of Florida Commission # FF 181319 My Comm. Expires Mar 27, 2019 Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No #--``o--f Heads APPROVALS: ZONING: - UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 9rq• tv' 17 n. Screen enclosure shall matt Ok to install 11' x 36' (396 square foot) screen room as shown on plaIn s t le and color with previously installed screen enclosure 1n building. sty Revised: June30, 2015 1 Permit Application SCPA Parcel View: 18-20-31-503-0000-0600 http://parceidetail.scpafl.org/ParceiDetaillnfo.aspx?.PID=1820315030... j Property Record Card 14PN47a% Parcel: 18-20-31-503-0000-0600 Owner: HARMON CHASTITY A & PEREZ JUAN scnRs+o c uvry raocrow Property Address: 117 ANDREWS RD SANFORD, FL 32773 Parcel Information Value Summary Parcel 1 600 Ow r ARMON CHASTITY & PEREZ JUAN Property Address D SANFORD, FL 32773 Mailing 117 ANDREWS RD SANFORD, FL 32773 Subdivision N e ft03 ax District S1-SANFORD D a 01-SINGLE FAMILY Exemptions OD-HOMESTEAD(2002) Y i Legal Description LOT 60 ROSE HILL PB 54 PGS 41 & 42 Taxes -- ------ z t s t ju M1 6 o 1° 2017 Working 2016 Certified Values Values Valuation Method Cost(Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 99,636 $90.833 Depreciated EXFT Value T Land Value (Market) 30,000 27,000 Land Value Ag JustlMarket Value 129,636 --- 117,833 Portability Adj Save Our Homes Adj 45,645 35,570 Amendment 1 Ad P&G Adj 1 $0 0 Assessed Value 83,991 82,263 Tax Amount without SOH: $1,548.00 2016 Tax Bill Amount $835.00 Tax Estimator Save Our Homes Savings: $713.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Seminole Countv GIS Taxing Authority I Assessment Value I Exempt Values Taxable Value County.General Fund 83,991 50,000 33,991 Schools r- - --- -- --... — - --- - - - -- -- 83,991 fi ---- -- - 25,000 ! 58.991 City Sanford 83,991 50,000 33,991 SJWM(Saint Johns Water Management) 83,991 50,000 33,991 County Bonds 83,991 50,000 33.991 Sales -------- i Description Date Book Page Amount Qualfied Vac/Imp QUIT CLAIM DEED 9/1/2016 08779 0053 100 No Improved QUIT CLAIM DEED 2/1/2003 04718 1565 100 No Improved WARRANTY DEED 6/1/2001 SPECIAL WARRANTY DEED 9/1/1998 104131 123496 0537 1719 115.300 1,456.500 Yes No I Improved Vacant Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value I LOT 1 $30,000.00 $30,O99 Building Information Is Bed/Bath count incorrect? Click Here. l Description I Year Built Actual/EffectiveFixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 of 2 8/22/2017 9:28 AM F 09/25/2017 09:31 4073223039 P PAGE 03/05 i PRAGE BUILDER A-"q o 5450 Bryant Avenue • Sanford, FE 32773 Telepbone: (407) 324-9960 , Fax: (407) 322-3039' State Certified: #CBC053007 www-Mllkroo 1dp1ro.co m 11 it NAME / —a—l ADDRESS S r a nrnECTIONS: v v SC:R1E£N:7 11 C'ATEflO ' FLAT: GABLE TEE IN: annF SI7F 000PS: 1 7f 3 , TYPE: I- KICKPLAT'E: GUTTERS: 1 IR Gv WINDOW TYPE: t• Xy- V,_ FRAME COLOR n- PORCH OVERHANG: i HOUSE 0,H,: SOFFIT? I FAN BEAMS: — I 1 n mot SLAB SIZE: EXISTING SLAB: /! 4+'•C b ., Dr-MOI 6?t b V`/ ' f/ o- P /I-,- EI,ECTFjCAU -let all d GATE CODE t' wa suJLILrRYomp o e om MATERIAL AND WORKMANSKIP GI ARANTEED FOR 2YEARS. NOTE: i) HAIRLINE CRACICiNCr OF Nl:'GV CONCRETE SLABS IS A Contractor cxprddly reserves all cmaactots, medaniGB and material COMMON OCCURRENCE. man% lien a9tleh may be aucntd under my pier iaiuue of IL. 4w L 2) S1Pit.R4UE R SYSTEM MUST BE R=CATLD DY =TDIVUn secure payment of the contact prim and may amen and flx the same as a 3) DRAINAGE AT BASE OF ROOM IS RFSPONSLBILTCY OF lien, upon the real pro" on which inFWlatian is made. HOMEOWNER. pp rp} t Ppmharar agrees th supply decides) p at job ietn. a) FLOOR MAY REQD LEVELING FOR TILE INSTAL S 1LftON. 5) OWNER IS RESPONSIBLE FOR ANY RENSPECPIDN FEbS c D E TO LNA,,CCESSIB= OR MISSING PERMIT i 6) HO2 R I$ RESPONSIBLE FOR HOA OR A) C,APPROVAL. 7) ALL WORKAR) AS MUST BE FREE OF DEBRIS ANI7 Email: T I)v ir. u i t A fin c{ rry - the Sams on the terms and conditions printed on tbo r-cm Fee for Cm&t Card transactions. Thm UI years labor and material ptrantea- Cash. Check. 3 % I Illlll ill i I1111 lll! I il lIQ llill 1 1THISINSTRUMENTPREPAREDBY: Name: KENT PRAGER Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 NOTICE OF COMMENCEMENT Permit Number: 1 T (a3 Parcel ID Number: A a a -S3 © 0(-, G 0 GRANT MALOYf SEMI"BOLE COUNTY CLERK OF CIRCUIT C:O1JRT & C:OrPTROLLER LK 8976 Pq '190 (1Po3.1 CLERK' S t 2017085413 RECORDED I_I /23 2017 11:16:10 ;111 RECORDING FEES $10.00 RECORDED BY lidevure The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT 60 ROSE HILL PB 54 PGS 41 & 42 117 ANDREWS RD SANFORD, FL 32773 2. GENERAL DESCRIPTION OF IMPROVEMENT: SCREEN ROOM 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: CHASTITY HARMON 117 ANDREWS RD SANFORD, FL 32773 Interest in property: FEEN SIMPLE Fee Simple Title Holder (if other than owner listed above) Name: same Address: CONTRACTOR: Name: PRAGER BUILDERS, INC Phone Number: 407-324-9960 Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 SURETY ( If applicable, a copy of the payment bond is attached): Name: Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713. 13(1)(a)7., Florida Statutes. Name: KENT PRAGER Phone Number: 407-324-9960 Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 8. In addition, Owner designates KENT PRAGER of PRAGER BUILDERS, INC to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 407-324-9960 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THEfm JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY¢ BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.jj, 1: 01 666- ft J A lal tM CHASTITY HARMON Signature of Omer or L see, or O o essee's (Print Name and Provide Signatory's Tide/Office) Authorized Officer/D' or/Partner/Manager) State of County of ,0 5 Q The foregoing instrument wa acknowled d before me this day of , 2p.— o EE 0 by `/ •"' 4-d. I j^ Who is4 rsona I nown = OR cr: Name of Pe on making statement who has produced identification type of identification produced: a 71 _ OO v k0ly PUB , BRYAN CORION _ _ _ _ __ 4 r=°. `= Notary Public - State of Florida - w"' Z 5 Cornmission # FF 181319 i Notary Signature N • Y c r s, 9r o op° My Comm. Expirr.s Mar 27, 2010 hgin 0 Bonded through Naticnal Notary Assn. Y 0wa s 08/25/2017 09:31 4073223039 P PAGE 01/05 RECORD COPY 97 0-1 ALUMINUM SCREEN DESIGN roct'Ion En sneer=:n willaRi Ao rr,:n u rr, & Cors P n Types: creen Room exceeds 75 MPH) POQI ScreenlCage (Removable Screen - Remove screen when a d 1 Wind Speed PIC $re%CaJe (Non -Removable Scr+n — l)esi4ned to Car Port REVIEWED FpR DE COMPLIANCE OPatio cover PLANS EXAMINER F-Qther DATE NewL_J per Address: //I 1 vU6w4- city.,„- Contractor Name: PRAGER BUILDERS INC Address- 2938 STONEWALL PL Cjty: SANFORD I/ HUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIQNS OF THE TECHNICAL CODES,VENT THE BUILDING OFFICIAL FROM THEREAFTERF REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Zip Code:32773 phonelFax: 407-383-9555 / 407-322-3039 Email_ INFO@PRpGERSUILMRS.COM --i-- No of Copies Choose One: flail[] Pick Up Fed WE] ccourn 0) Cho provide FedEx a For FedEx aplion got to www.Aluminumscreendesinnn.com and payment Check Credit Card U it card) Ul o yc 1=or Credit Card option 90 to www !amino cr ndesian.scm. to pay by d SANpORD Engineering prepared try: 2 623AbD Engineer: Wmhael7hompsOn, MSc, P.F- (P_F- #47509) 52od Vineland Road -Suite 250, oriando, FL32811 08i 23i 2017 05: 31 4073223035 P PAGE 021'03 ALUMINUM4SCREENAb .:: jtll qA 9 {iy c w.. Ci KKK ®_Fplt'v011i0 f j}TYiaB d Ind {re+p):_ Screen Koo insulated Pan Ioo Tonal wall:, Block Conven Fascia x y _ [] Kick Plate Uprights -^ ' Tap Plate 4 pool se n/Cage: Mansard[] Doane Cable Wall: BlockE3 Convention Gamer Uprights Purlin .-.-- Beams —. x Car Poi: insulated Pan Conventional Fascias Mall: block Pest SeamSPatio cover. Insu a' dPart conven$ionalD FaSc-a[] Wall: Mock[] Beams .,.,. c-, lost _— X Comte: MrIng tjeW: 4" WaDO L LLL Zi A- U f1 pzkvemc/ . M N m AON. _.-t 8 s t . aaa «, w '" 9 General Notes & Design Standards Screen Patio Room Enclosure) The following are general design standards. More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Design Codes: Florida Building Code 2014 (5'h Edition) Aluminum Design Manual 2010 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) (35 psi Risk Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil bearing capacity — 2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pcf Internal angle of friction = 30 degrees Coeff. Of friction between footing and soil = 0.5 Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com rig r:« N 0 E S i Ct, n F.r.:g-iEAD.-, Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum design. All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced. Aluminum Protection: Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME B 18.6.4 specification. Self —tapping screws shall meetthe requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches. For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap and end lap fasteners shall be no more than 2" from the end of overlapping sheets. Bolts: Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Chair Rails, Purlins & Wind Brace: Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction. Wind Speed =130 MPH 2 x 2 Chair Rail = 6'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0" 2 x 3 Chair Rail = 8'-0" 2 x 3 Purlins = 8'-0" 2 x 3 Wind Brace = 8'-0" 2 x 4 Wind Brace = 9'-0" Concrete Conform to ACI 318, latest edition and ACT 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shall be'/4" Reinforcing Steel: Conform to ACT 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A185 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www. aluminumscreendesign.com E R , :fit l!1 its airur'T inn Et Ls E. ng Beams & Uprights: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 130 MPH PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Beam -Size Max Beam Span & Max Column Spacing Column -Size Max Column -Height Pan Roof Span Insulated Roof Span 2 X 3 6'-0" 2 X 3 8'-0" 3" Spans 13'- 6" 3" Spans 15'-0" 6" Spans 20'-0" 2 X 4 8'-6" 2 X 4 8'-0" 2 x 5 10'-0" 2 x 5 9'-0" 2 X 6 12'-0" 2 X 6 10'-0" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30' max; 2 x 4 for beam span greater than 30'. Purlin• Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". Intermediate/Header Beam: Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10 feet (max) when insulated roof span exceeds 15 feet. Patio Cover: Contractor is required to install insulated roof covering pursuant to the Florida product approval specification. Overhang shall be a maximum of 1'-0" along the side, 3'-0" along the front and 1/2 along the front interface between the super gutter and the attached pool cage knee riser wall. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com tt AQ -(,W- P In the event of a conflict in member sizes shown on the plans and the general notes, the contractor must utilize the more stringent member size requirements. gel 3u¢lis j1 "rls0 A @ WN NW @ WLD 3/25/2017 09:31 4073223039 i_ I IN e4-\ L— P PAGE 05/05 Jf FETWONPOND Ok to install 11' x 36' (396 square foot) screen DRAINAGE EASEMENT) room as shown on plan. Screen enclosure shall match in style and color with previously installed screen enclosure in building. LEGAL KSW710N; LOT 6% 009 HILL, ACCORDNVC 70 THE PLAT -WNW AS RECOFM IN FLAT'1300K 4 , PAGES 41 AND 42, OF THE: C[M L*r kw MV FM PUWC RECORM Of - SUNOLE COUNTY, P=DA. LOT IS iO o GDa&p AD,C[NT I,OT LK. . .. T tGS ARE Bf SEd ONREGARDLI T,SET I=va — , vmurfxTM3SURVEYISNOTIN79MTOLOCATEANY UND9 C UiID UMITM FE C • RWt ROC/ M + ele R*K?__OE_"V 7, 8 ON 1Ne Na114NAL FLOOD .mEsuaANCE PRWm! nW W CWiC. II MElCr 124 C POW aF a Rra M Pc CA 1 AF COWUNITY HD. ZIMC,, PA L N0.01345E DATED APRIL 17, 1995, THEAM DESCRIBED PROPERTY IS NOT LOCATED ppWr Of Tp,NIMICY PT PgptT or W v4UTM A may. K41L A WC J¢09 slow graB TMN A SPECIAL Ft Doti I{AZARD Y. CLIEi+ITr ClUffff MAMON & 0 Ell V EZ: W. 0 I NLAtk T— - OU IQHI GY: — CERWICATXIN 'M HAS (W UAM Y r Cif.• 11A TW SURVEY NAS BEEN PRE MM .FOR THE EXCLUSIVE USE OF IhE PERSM , OR CRGANIZATTON . IODMFO ABOVE W ITSCER71FICATION IS NON—TRAIISMAOLE. ANY Y T1iATTWISS[JRVEY 1rAS i FAlii= LWD FFY RESP ISIHLE CHARGE COPY HEREOF, TO BE CONSIDERED VAUD, ANIt NfFTSTtIEMtntlrlUMTECMICALSTAN>yl4RDS AS SET .FdRI N $Y THE FLpRIDA MUST BE QMQ= IMTH 11E SEAL OF A BOARD Of FRIPESSICAmmi, LAID SURVIr1'OR4 M CnMr- I..R 61I717•-6o r 66tKAUfi MCVUQWbV% cuehirV.n e w r 08/25/2017 09:31 4073223039 P PAGE 03/ 05PRAGERBULDERS4INC. 5450 Bryant Avenue • SaOord, FL 32773 Telepbone: (407) 524-9960 • FU: (407) 322-3039 State CerM.ed: #CBC053007 wwwCSlYnI'88n'Lpi8.e8m NAME [14 sr t ` / r ADDRESS DTRECTIONS: l sCRE£N:1 4 CA7Efl0 FLAT: GABLkF— TIE IN: _LkM' RWFR17R: X i TYPE: KICKPLATE_ GUTTERS: a K C d WINDOW TYPE: Q• XX V t= FRAME COLOR n — PORCH OVERHANG: I t HOUSE O.FI.: SOFFIT? pEAK; t rSIDE: j \ t Y 6 / SLAB SIZE: C> 44,v / / EXISTING SLAB: b o . DEMO:/ rlk?. ` p P EUF,CrKCAL: "' Urf tI GATE CODE: wmvv sunroompro s com y7ATER1AL AND WORKNV.NSKW GUARANTEED FOR 2WARS. Contractor espresdy ttenrvee all conastetots, ruetbaaim and materiel mans lion which may be imermd umlcr any;—ibivm uIthe I— is W— payment of the conitact price and may amen and fix the same.as a lieu upon she real pfopt* on which iust4latim is made. Purchaser agrees to -Apply eiecuical po-1 at job site. Email: NOTE: 1) HALRLiilE CRACKING OF NEW CONCRETE SLABS IS A COMMON OCCURRENCE. 2) SPitn 4UER 5X5'1'13M MUST BE RELOCATED BY CUMM IL 3) DRATNAGE AT BASE OF ROOM IS RESPONSIBILITY OF HOMEOWNZ. L 4) FLOOR MAY REQUIRb4 LEVELING FOR TILE INSTALLATION. 5) OWNERIS RESPONSIBLE FOR ANY REINSPECnON FEES DI11r TO 1NA,CCJ SSIBIlM OR MISSING PERMIT 6) HOMEOWNER I$ RESPONSIBLE FOR HOA OR ARC APPROVAL. 7) ALL WORKAREAS MUST BE FREE OF DEBRIS ANTI the Same on the term- Emd conditi632s ptitAted on the rcvcm Cash. Check- 3% Fee fat Credit Card transactions. Two full yeara labor and material gun=*& BEAM IS ATTACHED TO UPRIGHTS WITH (8) # 10 1" ON EACH SIDE OF BEAM 3" INSULATED PANELS ARE ATTACHE TO ALUMINUM STRUCTURE WITH 4) # 10 4" PER PANEL OR 6" FROM ENDS 24" O.C. TYP. 2X2 CHAIR RAILS & GIRTS ARE ATTACHED WITH INTERNAL CLIPS WITH (4) #10 1 ", CAPRI CLIPPED WITH (8) # 10 1 ", OR BLIND SCREWED WITH (3) #10 2" 2X4 OR GREATER BEAMS UP TO 15' ARE STITCHED TOGETHER WITH 910 1" 6" FROM ENDS 24" O.C. IX2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS (5" X 1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. 2 X 2 X 1/8" ANGLE SCREWED INTO EACH SIDE OF BEAM WITH (2) 10 V & INTO CONCRETE WITH (1) 2-1/4" X 1/4" TAPCON FRONT WALL, BACK WALL & SIDE WALLS TOP PLATES ATTACH TO ROOF MEMBERS WITH # 10 1" 6" FROM ENDS 24" O.C. TRAP 24" O.C. MAX 4" FROM EWED THROUGH GUTTER INTO ATTACHED TO FRONT OF 11 XTRUDED GUTTER IS ATTACHED TO ASCIA WITH # 10 4" 6" FROM ENDS 4" O.C. INTO RAFTER TAILS KNEE WALL ATTACHES TO STRUCTURAL GUTTER WITH 4" 2 X 2 X 1/8" ANGLE & (4) # 10 1" INTO GUTTER & BEAM PER SIDE 2X2 POST .046 OR GREATER 2 HINGE I l Cei l 1C Z 7 [7,I: SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" ALUMINUMSCREENDESIGN:COM DESIGN STATEMENT MICHAEL THONIPSON ALUMINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO FL 32811 SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0. AND EXPOSURE C. RISK CATEGORY 1. E. # 47509FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS C A # 3 n93 a 7 X 2X2 Wza:Rml *1[clz' SIDE WALL DETAIL TINSULATED UMNSTRUCTURE ATTACHED 4) # 10 4" PER PANEL OR 6" FROM 2X3 BEAM 2X2 IKICK PLATE IS ATTACHED TO STRUCTURE WITH # 10 1" 6" FROM ENDS 18" O.C. GUTTER & FASCIA DETAIL EXTRUDED FASCIA IS ATTACHED TO 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED TO 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. 1X2 BOTTOM PLATE IS ATTACHED TO UPRIGHTS WITH CAPRI CLIP WITH (4) 2 HINGE 10 1" OR BLIND SCREWED WITH (2) urn r nr.n crr r. 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 1X2 EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1 " 6" FROM ENDS 24" O.C. ALUMINUMSCREENDESIGN. COM DESIGN STATEMENT MICHAEL THOMPSON ALUMINUMSCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, FL 32811 SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C. RISK CATEGORY 1. E. # 47509 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS -SEA#3093 0, I ACHMENT DETAIL STOM VINYL WINDOW 10 2" 6" FROM ENDS OA 24" O.C. ON ALL SIDES O #10 1" THRU FACE 6" FROM ENDS 24" O.C. ON ALL SIDES 2X2 POST .046 OR GREATER HINGE LOCATIONS DOOR FULL Z OR DOOR JAM STANDARD DETAIL 2 HINGE DOO EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICIIAEL THOMPSON ALT 7 M11V V7T7 METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD V MS Cln7 1 ',ENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6@YAHOO• COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, FL 32811PHONE: 407-734-1470 SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. CO IMMEDIATELY SICDIFFER FABRICATION CONSTRUCTION CONSTRUCTION E.# 47509 FAX: 407-734-1790 CONTRACTOR SHALL NOTIFY TE ENGINEER SHHOUD TE CONDITIONS FROM P AN 7-CA#3093Q City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 4,4 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they a.e to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinq.orq. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding Sectional Roll Up Automatic Other, 2. Windows Single Hun Horizontal Slider Casement' Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 C Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane E.P.S. Roof Silo nts Other JUne 2014 2 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name _ Please Print) June 2014 3 I " Tidd flUdding Code Online I! I BCIS Home Log In User Registration https://www.floridabuiIding.org/pr/pr_app_Ist.aF Hot Topics Submit Surcharge Stats & Facts i Publications FBC Sti Code Version FL# Application Type Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results - Applications„ _. __.._.. ViTypeEManufacturer t...N:. ...'. ..........e .... ........ FL2291 Rd ision Four Seasons Building Products ' Tr R9 History Category: Roofing 9 Subcategory: Products Introduced as a Result of New Technology i.............. ........... _._............................._... .... ......... ... ... _ ....... .... Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commis. on if necessary. 2014 L Contact Us 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-182 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessib Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, pleas Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide they have one. The emails provided may be used for official communication with the licensee. However email addresses supply a personal address, please provide the Department with an email address which can be made available to the public Chapter 455, F.S., please click here . Product Approval Accepts: O eClrck Credit Safe I. i 7/6/17, 11:58 AP o I m m nti t. c EPS FOAM CORE ROOF PANELS SEAL JOINT WITH CONTINUOUS CAULKING OR SEALING TAPE rOPTIONAL FAN BEAM WF I :,: w a O 2 PANEL INTERLOCK N.T.S. VERT SECTION PROVIDE 1%2" MIN. SPACING BETWEEN CH TO_WOOD; (2)/4"0 LAG SCREWS WITH 11/z" MIN. THREAD PENETRATION TO EXISTING WOOD HOST (G=0.55 OR BETTER), %" AIN. EDGE DISTANCE, SPACED AT 6" O.C. MAX. TO CONCRETE: (2) 14"0 ITW STAINLESS STEEL TAPCONS with 13/4" MIN. EMBED. TO EXISTING 3192PSI NON -CRACKED 0.024" OR 0,030" ALUM OR 26ga GTEEL TOP & BOTTOM 4' MAX WIDTH PER i FACINGS INTERLOCKING PANEL I J' 1/4" PER FOOT MIN SLOPE) i CONCRETE HOST, 2%2" MIN. EDGE 1-1 v i 0 0 0 0 EPS CORE (1.0 PCF) DISTANCE, SPACED AT 12' O.C. MAX. - - • • 1 C-CHANNEL, MIN 0.045" e HOLLOW BLOCK: (2) 74" 0 ITW THICK (6063-T6 ALUM) STAINLESS STEEL TAPCONS WITH 1 %4" CLEAR SPAN L INSIDE TO INSIDE -- OV"t MIN. EMBED. TO EXISTING HOLLOW — ( ) BLOCK, 2Y2" MIN. EDGE DISTANCE, I —#8x9/6' SAE GRADE 5 SMS AT 6" 36" SPACED AT 6" O.C. MAX. O.C. MIN. TOP & BOTTOM, TYP. L/ 25u, i ROOF PANEL/SPAN DETAIL WIC 12" 1 N.T.S. VERT SECTION MAXIMUM ALLOWABLE CLEAR SPAN TABLE 5nn1=C nvr-Q crRFFrtI \A/ I I S AND PATIO COVERS: ANCHORS IN EA PAIR, TYP, EXISTING HOST STRUCTURE 1%2"/-BY OTHERS, TYP, MIN. PANEL f D EPTH 3" Panels 4" Panels 6" nelsPa—_ Expo- I Live Load Deflection 0.024" 0.030" j 26GA 0.024" (") 0.024" j 0.030" Skin 26ga Steel Skin 0.024" Alum Skin : 0.030" Alum Skin 26ga Steel Skin Wind Speed : sure 8/or Uplift : Limit Alum Skin Alum Skin Steel Skin Alum Skin Alum Skin Alum U... ) EPS 1-LB EPS 1.5-LB EPS 1-LB EPS i 1-LB EPS 1-LB EPS 1-LB EPS 1-LB EPS 1-LB EPS B 1 9 PSF 120 1-LB EPS 15'-11" 4 1-LB 16-6" 19'-8" 16-8 18'-11" 1 20'-5" 23'-0" 23.-0" 2S-0" 23' 0" 110 MPH C 1 10 PSF 120 16-2" 17'-7" 18'-8" 15'-10" 1T-11" 19'-4" 22'-2" 23'-0" 110 MPH 110 MPH D 13 PSF 120 14'-P' 16'-4" 1T 4" 14'-8" 16'-8" 1 17'-11" 20'-6" 21'-1" 22'-2" 23'-0" 23'-0" 12DMPH B 11PSf 120 14'-1V 1T-4" 18'-6" 15'-7" 1T-9" 19'-1" 21'-10" 22-5" 23'-0" 22'-5" 23'-0" 120 MPH C 1: PSf 120 14'-3" 16'-6" ; 1T-7" 14-10 16'-10" 18' 2" 20'-9" 19'-2" 21'-4" 19'-12' 21'-0" 23'-0" 120 MPH D 15 PSF 120 13'-4" 16-5" I 16'-5" 13'-11" 15'-9" I 17'-0" 18'-1" 20'-8" 21'-3" 22'-4" 23' 0" 130 MPH B 12 PSF 120 14%2" 16'-5" 1 1 17'-6" 14'-1D" 16'-9" 16-12" 1T_3' 19'_6' 20'-2" 21'-3" 23'-0" 130 MPH C i 14 PSF 120 13'_6" 15'-8" 16'-B" 14'-1" 13'-2" 14'-1 V 16' 1" 1T-7" 18'-10" 19'•10" 22'•5" 130 MPH D I 17 PSF 120 12'-7" 1S-6" 14'-7" 15'-8" 15'-6" 16'-8" 14'-1" 16'-0" 1T-3" 19'-7" 20'-3" 21' 4" 23' 0" 140 MPH B 14 PSF 120 12'-9" 14'-9" 16-9" 13'-4" 15'-1" I 16'-3" 17%11" 19'-1" 20'-1" 22'-9" 140 MPH C 1 17 PSF 120 11'-12 13-11 14'-5" 12'-6" 14'-3" I 15' 4" 16'-5" 17%12" 18'•11" 140 MPH D 20 PSF 120 IT-2" 15'-3" 16-3" 13'-9" 16-7" 16'-10" 18-10 19'-8" 20'-9" 23'-0" 150 MPH B 15 PSF 120 12'-3" 14'-2" 14'-11" 12'-9" 14'-6" j 15' 8" 16%11" 16 4" 19'-4" 21'-6" 150 MPH C 1 19 PSF 120 li'-6" 13'-4" 13'-7" 12'-T 13'-7" 14'-8" 15' 4" 1T-1" 18' 2" 19'-6" l50 MPH D 23 PSF PSF 120 120 12'-8" 14'-8" 15'-8" 13-Y 16-0 1 1T-T 18'-12" 19'-12" 22'-7" 156 MPH B C 17 21 PSF 120 11'-11" 13'-10" 14' 4" 12'-5" 14' 1" 2" 15'-3" 16•-3" 1T-10" 18'•10" 20'-7" 156 MPH 156 MPH D 25 PSF 120 11'-2" 12'-1 4' 1'-8" 13 3" 14'-4" 14'-9" 16'-5" 1T•8" 18'-9" 21' 10" 160 MPH B 1 18 PSF 170 12'-4" 14' 42'-11" 14'-8" i 15'-10" 1T-2" 18'-7" 1T-7" 19'-6" 18'-6" 20'-1" 160 MPH C j 22 PSF 120 11'-9' 13'-2-3" 13'-11" 14'-12" 14'-l" 15'-10" 14 " 5 15'-12" 17'-3" 16-3" 160 MPH D 26 PSF 120 10'-12" 12'-9" 12' ' 11'-6" 13' 0" j 15'-7" 16'-9" 18'-3" 19'-Z" 21'-3" " 165 MPH B 19 PSF 120 17-2" 14'-l" 14'-9" 12'-9" 14'-5" 13'-7" 18'-2" 165 MPH C 23 PSF 120 11'-6" 13'-4" 13'-7" 12'-0" 11'-3" 12'-9" 13'-9" 13-11 16-6" 16'-9" 1T•9" 165 MPH C 28 PSF 120 10'-9" 12'-6" 12'-4" I 14'-5" 12'-6" 14'-2" 15'-4" 16'-4" 17'-12" 18'-i 1" 20'-9" ' 170 MPH B I 20 PSF 120 11'-12" 13'-11" 13'-4" 14'-5" 14' 11" 16,_7" 1T-9" 16-12" 170 MPH C 24 PSF 120 11' 3" 13'-1" 13' 2" 11'-11" 1P-9" 11'-1" 17-6 13'-6" 13'-7" 15' 1" 16'-3" 17'-3" 170 MPH D I 29 PSF 120 10'-7" 12'-2" 11'-11" 11'-9" 12'-0" 12'-0" 12'-D" 12'-0" 12' 0" 12'-0" 170 MPH t C 30 PSF 60 11'-2" 10'-5" 11'-11" j 11'•9" 10'-11" 12'-4" j 13'-4" 13' 4" 14'-9" 15'-11" 16'-11" 170 MPH C 30 PSF 120 9'-1" 10'-7" j 11'-3" 9'-6" 10-10 11'-8" 13'-4" 1T-8" 14'-5" 16'-9" 170 C 30 PSF' 180 11'-2" 11'-11" j 11.9" 12'-0" 12'-0" 12'-0" 12'-0" 12' 0" 12' 0" 12' 0" 175 C 130 PSF' 80 10'-5" 11'-N" 11'-9" 10'-11" 12'-4" 13%4" 13' 4" 14'-9" 15'-11" 11" 5 MPH C 30 PSF' 120 11'-3" 9'-6" 10'-10" 11%8" 1T-4" 13'-8" 14-5" 16'-5" 17 C 1 30 PSF' 180 9'-1" 11.4. 10%7" 11'-10" i i 11'-8" 12'-0" 10'-10" 12' 0" 12'-4" 12'-0" 1 IT-3 " 12-0" 1T-2" I2'-0" 14'•8" 12'-0" 15'-10" 16'-9" M H t ! D ! 31 PSF 80 1i5MPH D 3" PSF 120 10'-5" 11'-10;' i 11'-8" 1 -.. e e. e o c p. 2. 3. 4. t MAXIMUM ALLOWABLE CLEAR SPAN TABLE "' ROOFS OVER ENCLOSED SUNROOM ADDITIONS: Wind Speed Expo- su " Live Load dor Uplift Deflection Limit L I... } 0.024 Alum Skin 1-LB EPS 3" Panels 0.030" 26ga Steel , 0.024" Alum Skin Skin Alum Skin 1-LB EPS 1-LB EPS 1.5-LB EPS 0.024' Alum Skin 1-LB EPS 4" Panels_ 0.030" 26ga Steel Alum Skin I Skin 1-LB EPS 1-LB EPS 0.024" Alum Skin 1-LB. EPS 6 Panels 0 0301, Alum Skin 1-LB EPS 26ga Steel Skin i 1-LB EPS 100 MPH B 13 PSF 120 13'-11" 16'.2" 17'-2" 14'-7" 16'-6" 1 T-10" 20'4" 20'-11" 21'-12" 23'-0" 100 MPH - B 13 PSF 180 12'-2" 14'-1" 15'-0" 12'-9" 14'-5" 15'-7" 17-9" 18'-3" 19%2" 22'-4" 100 MPH E 13 PSF 240 i 11'-1" j 12'-10" 13'.8" 1V-7" i3'-1" 14'-2" 16'-2" 16'-7" 17'-5" 20'-4" 100 MPH C 16 PSF 120 13'-1" 15'-2" 16'-2" 13'_8" 15' 6" 16'-9" 1 18'-81' 19'_7" 20'-7" 23'_0" 100 MPH' C 16 PSF 180 11'-5" 13•_3" 14'-1" 11'-11" 13'-6" 14'-7" 16'-8" 1T-V 18'-0" 20'-12" 100 MPH C 16 PSF 240 10'-4" I' 12'-1" 12'-10" 10'-10" 12'4" 13'-3" 15'-2" ' 15'-7" 16'4" 19' 1" 100 MPH D 19 PSF 120 12'-3" 14'-3" 14'-11" 12'-10" 14'-6" 15%8" ` 16'-11" 18'-4" 19'4" 21'-6" 100 MPH D 19 PSF 180 10' 8" 12' 5" 13' 3" 11'-2" 12'-8 13'-W 15'-81, 16' 1" 15'-11° 19' B" 100 MPH D 19 PSF 240 79" 11'-3" 12'.0" 10'-2" 11' 6" 12'-5" 14' 2" 14'-7" 15' 4" 17'-10" 110 MPH B 16 PSF 120 13'-1" 11 15'-2" 16'-2" 13'-8" 15%6.. 168" 18'-7" 19'-7" 20'-7" 23'-0" 110 MPH 13 16 PSF 180 11'-5" i IT-3" 14'-1" 11'-11' 13'-6" 14'-7" " 16-8" 17'-1" 1T-12" 20'-12" 110 MPH B 16 PSF 240 10 4 12'-0" 12'-10" 10'-10' 12'-3" 13'-3" 15-2" 15'-6" 16'-4" 19' V 110 MPH C 19 PSF 120 12 3 14'-3" 14'-11" IT-10" 14'-6" 15'-8.. I 161-111, 18' 4" 19'-4" 21' 6" 110 MPH C 19 PSF 180 10 -8" j 12'-5" 13'-3" 1 T-2" 12'-8" 13'-8" 15'-8" 16'-1" 16'-11" 19' 8" 110 MPH C 19 PSF 240 j 9'-9" i 11'-3-' 12'_C' 10'-2" 11' 6" 12'-5" 14'-3" 14' 7" 15'-4" 1T 11° 110 MPH D 23 PSF 120 11'-6" 13'4" 13' 6" 11'-12" 13'-7" 14'-8" i 15'-4" 1T-1" 18'-1 19' 6" 1 110 MPH D 23 PSF 180 10--0" I 11'-VI 12'-5" 10'-6" 11-11 12'-10" 14'-8" 15'-0" 15'-10" 18'-5" 110 MPH D 23 PSF 240 9'-1" 10'-7" 11' 3" V-6" 10'-10" 11' 8" 13'-4" 13'-8" 14' 5" 16'-9" 120 MPH B 19 PSF 120 12'4" j 14'_4" I VA" 12'-11" 14' 7" 15' 9" 17 1" 18•-6" 120 MPH B 19 PSF 180 10'-9" I 12'-6" 13' 4" 11'-3" 12' 9" 13'-9" 15' 9" 16'.2" 16'-i2 19'-10" 120 MPH B 19 PSF 240 9'-9" 11'4' 12'-1" 10'-3" 11'-7" 12'-6" j 14'-4" 14'-8" 15'-5" 17'-12' 120 MPH C 22 PSF 120 11 7' i 13'-5" 13'-8" 12'-1" 13'-9" 14'-9" 15'-6" 17'-3" 18'-3" 19'-9" I 120 MPH C 22 PSF 180 10'-1" 9'- 2" 11'- 9" 10'- 8" 12'- 6" 1 V-4" 1V- 7" 9'- 7" 1V- 12" 10'- 11" 12'- 11" 11'- 9" 14'- 9" 13'- 5" 15'- 2" 13'- 9" 15'- 11" 14'- 6 18' J" 16- 11"' 120MPHC22PSF240120 MPH D 27 PSF 120 10--10" 12'_7" 12'-5" 11'-4" 12'-10" IT-10" 14'-1" 15'-8" 16'-11" 1T-11" 120 MPH D 27 PSF 180 9' 6' 10'-12" 11'-8" 9'-1 V 1 V-3" 12'-1" 1 13'-10" 14'-2" 14'-11" 17 5120 MPH D 27 PSF 240 8'J" I " 9'-12" 10'-B" 8'-12" 10'-2" 10 12" 12'_7" 12'-11" . 13'-7" 15'-10 130 MPH B 22 PSF 120 11'-8" I 13'-7" IT-11" 12'-2" 13'-10" 14'-11" 15' 9" 17'-6" 18'-5" 20'-0" 130 MPH B 22 PSF 180 10 2' 1 V-10" 12'-7" 10'-8" 12'-1" 13' 1" 14'-11" 15'4" 16'-V 18'A" 130 MPH B : 22 PSF 240 9' 3" 10'-9" 11'-5" 9'-8' 10'-12" 1V-10' I 13'-7" IT-11" 14'-8" 17' 1" r 130 MPH C 26 PSF 120 10'-12" 12'-9" 17-8" 11'-5" 12'-12" 14'-0" 14'-4" 16-11" 17'-2" 18- 2 130 MPH C 26 PSF 180 9'-7" 11'-1" 11'-10" 10'-0" 1V-4" 12'-3" j 13'-12" 14'-4" 1T-1" 17'-7" 130 MPH C 26 PSF 240 8'-8" 10--1" 10'-9" 9'-1" 10'.4" 11'-1" 12'-9" I 13'-1" 13'-9" 15-12" 130 MPH . D 32 PSF 120 10-.W 11 -7" 1V-5" 101-9" 12 1 13'•0" 12'-12" 14'-5" 15'-7 130 MPH D 32 PSF 180 V-12" 10'-5" 11' 1" 9` 5" 10' 8' 11' 6" 12'-12" I 13'-5" 14'-2" 16 6" 130 MPH D 32 PSF 240 8' 2 9 6 10'-1" 8'-6" 9'-8" 10,11 511" 12'-3" 1210 14'-12' ; 140 MPH B 25 PSF 120 11 2 12-11" 12-11" 11'-81, 13'-2" 14 3 I 14 8'" 16'.3" 17-7 18' 7 _! 140 MPH B 25 PSF 180 9' 9 11 3" 12 0' 10'-2" 11'-6" 12 5 14' 2" 14'-T 15'4 17'-10 140 MPH B 25 PSF 240 8'-10, 10 -3" 10'-111, 9'-3" 10'-6" 11 -3' 12'-11" 13 -3" 13 -11 16'-3 140 MPH C 30 PSF 120 10'-5" I 11'-11" 11'-9" 10'-11" 12'-5" 13'-4" I 13'-4" 14'-9" 15'-12" 16-,1 140 MPH C 30 PSF 180 9'-1" 1V-7" 11'-3" 9'-6" 10'-10" 1 T-8" I . 13'-4" 13'-8" 14'-5" 140 MPH C 30 PSF 240 8'-3" 9'-7" 10'-3" 8'-8" 9'-10" 10'-7" 12'-1" 12'-5" 13'-1" 15'-3 140 MPH D 37 PSF 120 9'-9" 10'-10" 10'-8" 10'-3" 11'-3" 12'-1" 12'-1" 13'-5" 14'-6" 15' 4' 140 MPH D 37 PSF 180 8'-7" I 9'-11" 10'-7" 8'-11" 10'-2" 10 1" I 12'-1" 12'-10" 13-6 140 MPH D 37 PSF 240 T-9" 9'-0" 9' 7" 8'-1" 9'-2" 9' 11" 11'-4" 11'-8" 12'-3" 14'-3" . TABLE NOTES: 1. ALLOWABLE CLEAR SPAN CALCULATIONS BASED ON ASCE 7-10 FIGURE 26. 5-1c, RISK CATEGORY I, 10 PSF MIN LOAD. EXP'B' PRESSURES VALID UP TO 30' MRH. EXP'C' & EXP'D' PRESSURES VALID UP TO 15' MRH ONLY. 2. DEFLECTION LIMIT AS NOTED IN CLEAR SPAN TABLES, MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3" MAX PER FOOT. (3:12). 3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES. 4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT EXCEED 3'-0 MAXIMUM ALLOWABLE SIDE OVERHANG IS 25% OF LAST PANEL WIDTH. (i.e. 12" MAX FOR 48" PANEL WIDTH). 5. (t) INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY. DEFLECTION LIMITS CONSIDERED FOR USE IN THE HVHZ ARE: 5.1. L/80 FOR SPANS <_12'-O" 5.2. L/180 FOR SPANS > 12'-0" CLEAR SPAN TABLES DIRECTIVE: 1. CHOOSE TYPE OF ENCLOSURE TO BE COVERED (F17 SCREENED WALLS, OR FULLY ENCLOSED). I 17 2. VERIFY APPROPRIATE ALLOWABLE LIVE LOAD, WIND SPEED AND EXPOSURE CATEGORY WITH r-- GOVERNING MUNICIPALITY AND BUILDING CODES -Z IN EFFECT FOR THE PROJECT LOCATION USING FLORIDA BUILDING CODE. 3. FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS CORE DENSITY I I i SELECTED. 4. ANCHOR COMPOSITE PANELS TO EXISTING HOST STRUCTURE AND EXISTING SUPPORTING MEMBERS AS ILLUSTRATED HEREIN. RIEQUMED INSPECTION SEQUENCE Bp# 23 Address: IELECT.RICAL 1P.EItN Min I Max BuILIDING ]PERMIT Min Max . Hns ection IlDescri Lion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie -Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) I[nsgection DescritDtion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final I min Max Ins action Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 1VIIECI ANICAL IPEk lYiIT . . Min Max Inspection Description Mechanical Rough Mechanical Final min Max Ims ection 1[Desc!2 tion " Gas Underground Gas Rough Gas Final REVISEID: June 2014