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Home My WebLink About308 W 15 StEIVE CITY OF SANFORD l / SAN 2 1 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION D a Application No: U/ Documented Construction Value: $ oLy Job Address: _:36R 1J- /5 _) :6L Historic District: Yes No Parcel ID: - _0, 5, _03 -ytO0o -- Residential QC Commercial Type of Work: New Addition ® Alteration Repair Demo Change of Use Move Description of Work: i r.V& jj `t U Y 1 Plan Review Contact Person: Vay1 r -tC9 t Title: ne( cm. Phone: -CTI_y j-1 57 cl Fax: Email: oh 4 it • CA Property Owner Information Name (2 InAo n \/a r e -E pOA Phone: (45N 5 (Q 3= eco Street: 50'7 1,j5 ' . -. Resident of property? City, State Zip: S"CA P L 3 9--7 J Cgotractor Information Name IM c lnlx.!eA LT. f3-c et tir' Phone: 140- -(off b -5 aR a Street: Q t'( 1? -Q Fax: 40740(&-' c q. t City, State Zip: V__L 3 16 State License No.: djjC5&25L) Architect/Engineer Information Name: [. •45 Sk Phone: 3R- R "Z'oZ-a 1. O Street: 135 Fax: City, St, Zip: _y0rI aT_ FL-'33C13I E-mail:_ktz Cplt'Y') Bonding Company: Mortgage Lender: 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 NOTICE 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: Ste Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be 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. 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. Print Owner/Agent's of Notary -State of Florida I Notary public State of Florida Yvonne M Brewer Y My Commission FF 909116 h. np`A Expires 09119/2019 Date Date Signature of Notary- tate of Florida Date O,,p.FY P1*1 BRITTANY SNIPES MY COMMISSION t FF 126014 EXPIRES: May 22, 2018 y' JC GF FLO\OP Bonded ihru Budget Notary Services Owner/Agent is Personally Known to Me or Contractor/Agent is —1. ---Personally Known to Me or Produced ID Type of ID FL 0L_ Produced ID Type o BELOW IS FOR OFFICE USE ONLY 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 # of Heads APPROVALS: ZONING: 1-2S-I(o Ste` bTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application I 1/14/2016 SCPA Parcel View: 36-19-30-503-0000-0030 tpervid Johngpn,pFA Property Record Card PROPERTY Parcel: 36-19-30-503-0000-0030 APPRAISER Owner: VANDERPOOL CLINTON TRUSTEE FBO 9EMWOLECOUNTY. FL.OFUDA Property Address: 308 W 15TH ST SANFORD, FL 32771-3414 Parcel: 3&-19-30-503-0000-0030 Property Address: 308 W 15TH ST Owner: VANDERPOOL CLINTON TRUSTEE FBO Mailing: 308 W 15TH ST SANFORD, FL 32771-3414 Subdivision Name: THE OAKS Tax District: Sl-SANFORD Exemptions: 00 -HOMESTEAD (2015) DOR Use Code: 01 -SINGLE FAMILY Legal Description S 12.7 FT OF LOT 3 & ALL LOTS 4&5 THE OAKS PB3PG25 SEC 36 TWP 19S RGE 30E W 63.33 FT OF E 183.33 FT OF S 130.10 FT OF N 267.3 FT OF W 1/2 OF SE 1/4 OF NW 1/4 OF NE 1/4 Taxes Taxing Authority Assessment Value Exempt Values Book Taxable Value County General Fund 196,122 50,500 145,622 Schools 196,122 25,500 170,622 City Sanford 196,122 50,500 145,622 S]WM(Salnt3ohns Water Management) 196,122 50,500 145,622 County Bonds 196,122 50,500 145,622 Sales Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED 6/1/2015 08499 0126 100 No Improved WARRANTY DEED 3/1/2014 08233 1615 275,000 Yes Improved CORRECTIVE DEED 4/1/2003 04788 0224 100 No Improved WARRANTY DEED 2/1/2003 04717 1038 230,000 No Improved WARRANTY DEED 7/1/1999 03687 0913 170,000 No Improved WARRANTY DEED 3/1/1996 03052 1411 95,000 No Improved QUIT CLAIM DEED 12/1/1993 02704 1430 44,600 No Improved WARRANTY DEED 11/1/1990 02245 1092 91,000 No Improved httplAwm.scpafl.org/Parcel 1/2 Contract Fun in the Sun Pooling Heating Inc. 6250 Edgewater Drive Suite 700 - Orlando, FL 32810 p: 407.696.5292 f: 407.696.5945 State License #CVC56754 www.homesolarhotwater.com - www.funpoolheatinq.com l, _ r. ,.x': -- f.., 2yaR_tr` : ~-,.4'-`-a:!`` Y+. ,} ,.. i..tr- - NAME HOME PHONE ADDRESS T CELL' i f 5— PHONEc.•- J ,, I I CITY T//' STATE ZIP WORK I PHONE IN Ile ADDRESS LEAD SOURCE CITY STATE ZIP SYSTEM I DESIGNED BY yx.,,, Vis= : ,: F .ar,z _ . *=-:.':w ' 6 PRODUCT PLUMBING TYPE I A 13V SCREEENED OPEN OFPOOL PANELS 1 G; COVER j !URRICANE PACKAGE SIGNATURE PLUMBING SELF -DRAINING SYSTEM NEVER LUBE VALVES ! 0) 2" CHECK VALVES #rbABEL 8 PAINT PIPES PANELSIZE SPA COVER= AUTO CONTROL I. t L L • TANK SIZE allYER'S RIGHT TO CANCEL: Florida state taw gives you the right to cancel this transaction, by givingusnoticebycertlfedorregisteredmailPostmarkedonorbeforemidnightofthethirdbusinessdayfollowingtheeffectivedateofthistransaction. ACCEPTANCE: I (we) have read this agreement, including the information on the reverse side of thisPagoandi (No) acknowledge and accept all terms and conditions. a D 1 CUSTOMER SIGNATURE UN POOL HEATING REPRES NTA SIGNATURE DATE DATE PATE BASE SYSTEM 1q X14) t`, AUTO I _ .-- --- -- CONTROLCL41% DISCOUNTS IPROMOTIONS TOTAL 10 INVESTMENT 1 jG7 e-? DEPOSIT I { BALANCE DUE PAYMENT------ METHOD I — --- ----TERMS ---- ----- REQUESTED` INSTALLATION DATE I LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: Ui 1 r, n n -e— an agent of to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: street Address) Expiration Date for This Limited Power of Attorney: License Holder Name:Cts ,T. -a0-e State License Number: Signature of License Holder: STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this day of, 20(J /', by Thr« (L` rcu+.- who is rsonally known to me or who has produced s - identification and who did (did not) take an oath. Notary Sea]) BRITTANY SNIPES MY COMMISSION # FF 126014 EXPIRES: May 22, 2018N lF.r FIpP\o! Bonded Thru Budget Notary Services Rev. 08.12) Signature Oat o S Print or type name Notary Public - State of Ro (i J -- Commission No. F 1 My Commission Expires:ti SUMMARY INFORMATION SHEET FLORIDASOLAR ENERGY CENTER n February 1995 1679 CLEARLAKE ROAD, COCOA, FLORIDA 32922-5703 (321)638-1000 FSEC # 95006C MANUFACTURER Revised October 2001 Collector Model SunSaver SunSaver 922 435 Ofterson Drive Chico, California 95928-8207 This solar coliector ryas evaluated by the Florida Solar Energy Center (FSEC) in accordance with prescribed methods and was found to meet the minimum standards established by FSEC. This evaluation was based on soiarcollector tests performed atthe Florida Solar Energy Center, Cape Canaveral, Florida. The purpose of the tests is to verify initial performance conditions and quality of construction only. The resulting certification is not a guarantee of long term performance or durability. DESCRIPTION Gross Length 3.652 meters 11.98 feet Gross Width 1.216 meters 3.99 feet Gross Depth 0.007 meters 0.02 feet Gross Area 4.440 square meters 47.79 square feet Transparent Frontal Area 4.440 square meters 47.79 square feet Volumetric Capacity 18.9 titers 5.0 gallons Weight (empty) 8.8 kilograms 19.5 pounds Recommended Flow Rate 252 ml/s 4.0 gpm Maximum Operating Pressure 310 kPag 45 psig Maximum Wind Load Not Applicable Number of Cover Plates None Flow Pattern Parallel Forced circulation Number of Flow Tubes Multitube mat MATERIALS Enclosure None Glazing None Absorber Polymer plastic with UV stabilization r'jAbsorberCoatingNoneInsulationNoneFoRD THERMAL PERFORMANCE FA V Tested per ASHRAE 96-1980 (RA 1989) Incident Angle Modifier Kra =1.0 - 0.02 t l 16-319 coso Efficiency Equations r} = 82.1 - 1547 (Ti-Ta)/I n = 82.1 - 272 (Ti-Ta)/l rf = 82.8 - 1336 (Ti-Ta)/I - 10126 [(Ti-Ta)/I]2 rf = 82.8 - 235 (Ti-Ta)/1 - 314 [(Ti-Ta)/IP Units of Ti -Tall are `C / Watt/m2 Units of Ti -Ta are OF/ Btu/hr•ft2 RATING The collector has been rated for energy output on measured performance and an assumed standard day. Total solar energy available for the standard day is 5045 Watt-hours/m2 (1600 Btu/1`127) distributed over a 10 hour period. Output energy ratings for this collector based on the second -order efficiency curve are: Collector Temperature Energy Output Low Temperature, 35°C (95°F) 51,100 Kilojoules/day 48,500 Btu/day Intermediate Temperature, 50°C (122`F) 22,800 Kilojoules/day 21,600 Btu/day High Temperature, 100°C (212°F) 0 Kilojoules;day 0 Btu/day REFERENCE 93021 M 16-319 T_ _ _ /f 1 I I I I i Ill 1. I f s . ItTam@ { solfacfar# Sfze 3 8° w i i-itdlire•S ' i n r ,:. Collector Type L' L Substrates t )Yes { NO Phone (H) introller I E Directions I Draindo a ' au>io ai c ( rnal,3ual YeclrstiPoolCoderx 4 4/ I Heatpump OLY. size l. h;,;:ti` -,r- ` r• Mist To 1reake _ - RE Type vr:,?i3: tr1'f ... fJ:t-yw,..\.3-T v v s ;•:y.,. •:. {;n v r ... y3_CL. l:" s1J .:3;1N.6_ r c.Y•rA N".: rte;,.., s.:s -.< a rr:..6;..sati. yy } - . r.r:--sem-_::._'e i.^....':.-"7;±:'?a.`.;L :, .„c [ - r' •• `'• -•,, ` d [*dSs 'xs t';t-.e>. 47 Fze -_ R .. ..... r:ii .A.w:i•1r uta__::\F. •-:..0\nom 5• ] y. Z iL..T.. Screen enclasi ire ( S Yes(i-) No Root Calor Pump Type, Sate57 ExtUlOirWall Typeebe Fitter Typ ( )Cars ( ) f Saud 4----'`)'€]E agesiop 1111alf Color Ghtvrlrtafior'r^ypeSSI-g g (/}'#wo pitchHeight( 5ir is •< Gleaning Sy° Open Sears Gestiatg ( ydes ( } tiia r{t } d + 's o -r ,vc c:. vc,_ r-.• r• rM-MF x •. x• o , ;\ 'yy.>aa.yy.:. •'i`i..::.hb:f^1wT'": ate. a_ i i5j•,y ` ta?• i• ) S'irrter )Reel M mal: zK..:.w y . _..., vY: •,., c.?;,rir.: ..;r_ ,. i ) Apprx• Pipe Ran FtN Slstifs Other:II isertc Y g ,ertr#>rc I o a".•: :7\ 's ar'x <5 i.r%i` a fic p - ^ a • ° w isa'•,^'.'.'-titi:: cS.'K3;:"-z`, xiK 4 . ° . w ° . a ° e a w ib. Imo`'^ Siia?':Y". : . s w • s . y. .N • a...e. LDING,< ITn T1X iaSw :A?s CT`s-.1+,.F; rg €,Si:_'•.k'} t a • a • a • a ° w MVI z: Hi s':'.Tli-'y' 4 Zy.s " Y. ° • e . w ° e a w e iiF nl7*1ntt4RP saaeai P,..,.4... .. __ w . . . 24" wide panel also acceptable upper hold down damp see detall A or optional' detail. A-1 STRAP SPACING 48" O.C. MAX ACCEPTABLE A RJENATE EXTEND THRU TO SHEATHING BELOW ADD SEALENT AT CONNECTION PROVIDE TAPCON SCREWS OF ADEQUATE LENGTH TO SECURE BRACKET TO CEMENT TILE DRILL HOLE THRU CONC. TILE AND INSTALL TAPCON SO AS NOT TO BREAK TILES. k LAG ACCEPTABLE ALTERNATE OR 14 PHIL PAN OR HEX HEAD ACCEPTABLE ALTERNATE 1. THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THE DRAWINGS IS FOR THE INSTALATION OF POTABLE WATER HEATING SYSTEMS ON STRUCTURES UP TO 35 FEET IN HEIGHT WITH ROOF SLOPES BETWEEN 0 AND 30 DEGREES, ROOF AREAS 1 AND 2 BUT NOT CORNERS. 2. THE DESIGN OF THIS INSTALLATION IS BASED ON ASCE7-10 FOR SURFACE AREAS BETWEEN 20 AND 48 SQUARE FEET RESULTING IN A MAXIMUM WAND PRESSURE OF <- 67 PSF. THE INSTALLATION SHALL UTILIZE HARD- WARE PROVIDED BY THE MANUFACTURER AS DETAILED IN THE INSTALATION MANUAL OR AS SHOWN ON PLAN. LOWER/RETURN ASSEMBLY DETAIL B a',, LOWER hold down, 2/PANEL ROPTIONAL TO LSTRAPANELS „ NOR REQUIRED OWER TO HAVE BOTH PLEASE'NOTE:•LOWER CLAMP ASSEMBLY i^` ' MAYBE OMITTED,,PROVIDED A CONTINUOUS CROSS STRAP IS'INSTALLED NO MORE THAN 8"+- ABOVE LOWER/RETURN ASSEMBLY PANELS SHALL NOT BE INSTALLED IN CORNER ZONES OF ROOF ASSEMBLIES. y A j RIDGE 0. Q PANEL t ROOF CORNER ZONE SHALL BE 10 PERCENT OF SHORT DIMENSION OF BUILDING OR 40 PERCENT OF MEAN HEIGHT, OR 3 FT. WHICH EVER IS SMALLER. PANEL2-# 14X 1 1/2"PAN HEAD I— OR HEX HEAD SCREW. 0a rm ROOFING MIN. 1/2" O.S.B. OR PLYWOOD SHEATHING upper clamp assembly detail A J 8. PANEL STRAP ROOFING MIN. 1/2 O.S.B. OR PLYWOOD SHEATHING ower tie doon assembly detail b NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED BOTTOM CONTINUOUS STRAP IS LOCATED WITHIN B" OF BASE PROVIDE #12 SCREWS W/CONICAL ADEQUATE LENGTH TO SECURE BRACKET TO CEMENT TILE DRILL HOLE THRU CONC. TILE AND INSTALL SO AS NOT TO BREAK TILES. V PANEL 0 PANEL w 1/2" O.S.B OR PLYWOOD ROOF DECKING RIDGE STRAP BRACKET TILE ROOF ROOF LAYOUT GENERAL CONDITIONS CONC. BARREL/FLAT TILE MOUNTING BRACKET I STRAPPING 14X 1 1/2 -PAN HEAD OR HEX HEAD SCREW. ROOFING MIN. 1/2" O.SB. OR PLYWOOD SHEATHING y N — RAFTER MOUNTING BRACKET DETAIL C SA M 0S M h W PL1 Z W W Q N Ij q_ O z '' WCK W>Y> 0 z W W Z ¢_ d L- W =),Z.,, C4 W ( U U') Lj Pa Zo>V~ Q 00 _c 1ZWU_IW R a Q =)a1 0N g0OL 0N O ZWZ_ W U)v.Y JWO U CL LLI X LO2Z U E3 HWS L,_ 16 -13 NOTE ENSURE TILE CAVITY IS FILLED COMPLETLY RAFTER WITH DOW TILE BOND ROOF TILE ADHESIVE OR EQUAL. APPLY ADHESIVE TO TILE AQUA THERM MOUNTING BRACKET IS ATTACHING TO PLUS ALL TILES AROUND IT (5) MINIMUM. C. ` KOS"',,l OLj %,10ENSF No 052288 0,?% STATE OF g'LOR10l" AL JOSEPH C. KOSINSKI, PE PE #52288 COA #29576 FLORIDA BUILDING CODE 2014, 5th EDITION TO INCLUDE THE EXISTING AND RESIDENTIAL CODES ULTIMATE DESIGN WIND SPEED: 180 NOMINAL DESIGN WIND SPEED: 140 RISK CATAGORY: 2 IMPORTANCE FACTOR: 1.0 EXPOSURE CATAGORY: C INTERNAL PRESSURE COEF: +-0.18 ENCLOSED STRUCTURE THE STRUCTURAL COMPONENTS OF THIS PLAN ARE IN COMPLIANCE WITH THE 2014 FLORIDA BUILDING CODE, WIND LOAD COMPLIANCE AND ITS RESISTANCE TO GRAVITY AND DESIGN PRESSURES LLJ toY z W in W N Q Z Z Q W 0 C-3 ¢ (.) Of W H N L.L1 0 to OC Zk O) ci a DATE W U) W W o Q I— U) U z LjJ J J o 0 C) WLL. QQJ LL_ O U) DATE 10-17-15eJ BY JCK STRAP BF DETAIL C A KET r F STRAP SPACING 48" O.C. MAX ACCEPTABLE A RJENATE EXTEND THRU TO SHEATHING BELOW ADD SEALENT AT CONNECTION PROVIDE TAPCON SCREWS OF ADEQUATE LENGTH TO SECURE BRACKET TO CEMENT TILE DRILL HOLE THRU CONC. TILE AND INSTALL TAPCON SO AS NOT TO BREAK TILES. k LAG ACCEPTABLE ALTERNATE OR 14 PHIL PAN OR HEX HEAD ACCEPTABLE ALTERNATE 1. THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THE DRAWINGS IS FOR THE INSTALATION OF POTABLE WATER HEATING SYSTEMS ON STRUCTURES UP TO 35 FEET IN HEIGHT WITH ROOF SLOPES BETWEEN 0 AND 30 DEGREES, ROOF AREAS 1 AND 2 BUT NOT CORNERS. 2. THE DESIGN OF THIS INSTALLATION IS BASED ON ASCE7-10 FOR SURFACE AREAS BETWEEN 20 AND 48 SQUARE FEET RESULTING IN A MAXIMUM WAND PRESSURE OF <- 67 PSF. THE INSTALLATION SHALL UTILIZE HARD- WARE PROVIDED BY THE MANUFACTURER AS DETAILED IN THE INSTALATION MANUAL OR AS SHOWN ON PLAN. LOWER/RETURN ASSEMBLY DETAIL B a',, LOWER hold down, 2/PANEL ROPTIONAL TO LSTRAPANELS „ NOR REQUIRED OWER TO HAVE BOTH PLEASE'NOTE:•LOWER CLAMP ASSEMBLY i^` ' MAYBE OMITTED,,PROVIDED A CONTINUOUS CROSS STRAP IS'INSTALLED NO MORE THAN 8"+- ABOVE LOWER/RETURN ASSEMBLY PANELS SHALL NOT BE INSTALLED IN CORNER ZONES OF ROOF ASSEMBLIES. y A j RIDGE 0. Q PANEL t ROOF CORNER ZONE SHALL BE 10 PERCENT OF SHORT DIMENSION OF BUILDING OR 40 PERCENT OF MEAN HEIGHT, OR 3 FT. WHICH EVER IS SMALLER. PANEL2-# 14X 1 1/2"PAN HEAD I— OR HEX HEAD SCREW. 0a rm ROOFING MIN. 1/2" O.S.B. OR PLYWOOD SHEATHING upper clamp assembly detail A J 8. PANEL STRAP ROOFING MIN. 1/2 O.S.B. OR PLYWOOD SHEATHING ower tie doon assembly detail b NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED BOTTOM CONTINUOUS STRAP IS LOCATED WITHIN B" OF BASE PROVIDE #12 SCREWS W/CONICAL ADEQUATE LENGTH TO SECURE BRACKET TO CEMENT TILE DRILL HOLE THRU CONC. TILE AND INSTALL SO AS NOT TO BREAK TILES. V PANEL 0 PANEL w 1/2" O.S.B OR PLYWOOD ROOF DECKING RIDGE STRAP BRACKET TILE ROOF ROOF LAYOUT GENERAL CONDITIONS CONC. BARREL/FLAT TILE MOUNTING BRACKET I STRAPPING 14X 1 1/2 -PAN HEAD OR HEX HEAD SCREW. ROOFING MIN. 1/2" O.SB. OR PLYWOOD SHEATHING y N — RAFTER MOUNTING BRACKET DETAIL C SA M 0S M h W PL1 Z W W Q N Ij q_ O z '' WCK W>Y> 0 z W W Z ¢_ d L- W =),Z.,, C4 W ( U U') Lj Pa Zo>V~ Q 00 _c 1ZWU_IW R a Q =)a1 0N g0OL 0N O ZWZ_ W U)v.Y JWO U CLLLI X LO2Z U E3 HWS L,_ 16 -13 NOTE ENSURE TILE CAVITY IS FILLED COMPLETLY RAFTER WITH DOW TILE BOND ROOF TILE ADHESIVE OR EQUAL. APPLY ADHESIVE TO TILE AQUA THERM MOUNTING BRACKET IS ATTACHING TO PLUS ALL TILES AROUND IT (5) MINIMUM. C. ` KOS"',,l OLj %,10ENSF No 052288 0,?% STATE OF g'LOR10l" AL JOSEPH C. KOSINSKI, PE PE #52288 COA #29576 FLORIDA BUILDING CODE 2014, 5th EDITION TO INCLUDE THE EXISTING AND RESIDENTIAL CODES ULTIMATE DESIGN WIND SPEED: 180 NOMINAL DESIGN WIND SPEED: 140 RISK CATAGORY: 2 IMPORTANCE FACTOR: 1.0 EXPOSURE CATAGORY: C INTERNAL PRESSURE COEF: +-0.18 ENCLOSED STRUCTURE THE STRUCTURAL COMPONENTS OF THIS PLAN ARE IN COMPLIANCE WITH THE 2014 FLORIDA BUILDING CODE, WIND LOAD COMPLIANCE AND ITS RESISTANCE TO GRAVITY AND DESIGN PRESSURES LLJ toY z W in W N Q Z Z Q W 0 C-3 ¢ (.) Of W H N L.L1 0 to OC Zk O) ci a DATE W U) W W o Q I— U) U z LjJ J J o 0 C) WLL. QQJ LL_ O U) DATE 10-17-15eJ BY JCK RECORD COPY RENEWED POR CODE COMpUANCE EXAPLANS M ER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICALCODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TI CONSTRUCTION OR VIOLATIONS OFRTHIS CODE REQUIRED INSPECTION SEQUENCE BP# BUILDING PERMIT Main Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our 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 Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 Address: ,ny /., I <'k CT- ELECTRICrIL -PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final ME CHANICAL fl?ERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final