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120 Pinefield Dr BR18-002785 - SCREENROOM1 SXK ORD P11 cyT Building & Fire Prevention Division 9 '\ - PERMIT APPLICATION FIRE DEPARTMENT - V,.p / Application No: / Documented Construction Value: S Cj ZDt%* C130 Job Address: L 3L ) Historic District: Yes No Parcel ID: I q Residentialn Commercial Type of Work: New Addition Description of Work: meW Sae, Alteration Repair Demo Change of Use Move 0 Plan Review Antact Person: Title: FQ,/vn*kc"A4 w Phone: 3 )2 /?0 Fax:407 `I 1 Z 011 3 Email: Tloemso c1 iqithus- &'+ Property Owner Information Name Ison-3et1, _Samo4-n_ Phone: 4o:?- SL9-87l Z Street: 1W ?rind r1rJd tV • Resident of property? City, State Zip: La&4 T?G 3 L tl Contractor Information Name r/S rr•.ilt w./r_ 14_ ice .S' Phone: •4}D7.— Z3 Street: 7L// / WAK46 PV" Fax: 410'7 5/ Z [P ! 93 City, State Zip: 01'64- rt% 3 2%OS State License No.: 4;0;r—, 1?*0/%49 Architect/ Engineer Information Name: • o(* l2CC/! L LG Phone: 9S4 Street: 4W Z2 /Q-rrtG sY 7'%' !,3/ Fax: City, St, Zip: ?o,ttffw/`v#e- y''G 335UV E-mail: 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. 1 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: 6"' Edition (2017) Florida Building Code Revised January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be Tound 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. Sign a oTO0*6 ge4In Date Print Owner/Agent's—Name Signaturt of Notary- fFlotBdacy A. RV Date NOTARY PUBLIC STATE OF FLORIDA Commit GG147626 e 0 Expires 1002021 Owner/Agent is Personally Known to Me or Produced ID Type of ID l Signature o ontractor/Agent Date to Print Contract Agent's Name A 6%w G-,,, &l Signatu If NotaryState of Florida Date AB Tracy A. Rolf c r NOTARY PUBLIC c STATE OF FLORIDA Comm# GG147626 Contractor/ Ageri 9st9 e E0f98n1AW? Wwn to Me or Produced 1D Type of ID 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 Cx rp" P% nctrik( APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: S 'R- JAX COMMENTS: 04 fo eo,, f&A r f- Sc-rreoi roots f n S G a s of A eo,' ay ie- Revised: January 1, 2018 Permit Application p 1(/1'( sewacoovm.raor.w Parcel Information Proper Record Card Parcel: 32-19-31-515-0000-0100 Property Address: 120 PINEFIELD DR SANFORD. FL 32771 Parcel 32-19-31-515-0000-0100 Owner(s) WILSON, BELL SANDRA Property Address 120 PINEFIELD DR SANFORD, FL 32771 Mailing 120 PINEFIELD DR SANFORD, FL 32771- Subdivision Name CELERY LAKES PHASE 1 Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2014) w Seminole County Legal Description LOT 10 CELERY LAKES PHASE 1 PB 62 PGS 75 & 76 Taxes value summary I 2018 Working 2017 Certified Values Values Valuation Method LC-osUMarket I Cosl/Market 1NumberofBuildings1 Depreciated Bldg Value 137,332 135,034 Depreciated EXFT Value 1 $336 .. 325 _ Land Value (Market) 34,500 32,500 Land Value Ag Just/Market Value 172,145 167,859 Portability Adj---- r--_------- 40,873 39,287-_ Save Our Homes Adj Amendment 1 Adj 0 P&G Adj i $0 0 Assessed Value 131,272 128,572 Tax Amount without SOH: $2,408.43 2017 Tax Bill Amount $1,660.35 Tax Estimator Save Our Homes Savings: $748.08 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund j $131,272 50,000 1 81,272 Schools 131,272 25,000 106,272 City Sanford 131,272 50,000 81.272 SJWM(Saint Johns Water Management) 131,272 50,000 81,272 County Bonds -- 131,272 ----- 50,000 ; 81,272 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 6/1 /2013 08070 1609 155,000 I Yes j Improved SPECIAL WARRANTY DEED CERTIFICATE OF TITLE 111/1/2012 07951 - 7/1/2012 I 07809 1536 1277 I 116,900 No 100 No r Improved Improved WARRANTY DEED 7/1/2005 05872 — 1937 — 277,500 Yes Improved SPECIALSPECIAL WARRANTY DEED 2/1/2004 05206 0106 150.300 Yes I Improved Find Corrtporabb Salts Land Method Frontage Depth Units Units Price Land Value LOT 0.001 0.00 ; 1 I $34,500.00 1 $34,500 Building Information sBed/Bath count incorrect? Click He Date: I hereby name and appoint Of US ALUMI: POWER OF ATTORNEY Dj,,)!01-spy rf CV4 In fact to act for me and apply to the Building Department for a For work to be performed at a location described as: Section Township Range Subdivision Owner of Lot FACE w rty and Address) to be my lawful attorney permit Block pL 3 717+1 And to sign my name and do all things necessary to this appointment. Thiago Davila / CBC1260190 Type or Print Name of Registered or Certified Contractor and Contractor's License Number) lr_— Signature of Registered or Certified Contractor) The foregoing instrument was acknowledged before me this --I—day of of 2400 By Thino Davila who is personally known to me / who produced N/A as identification and Who did not take oath. State of Florida V/,VCr1vt; Tracy A. Rolf NOTARY PUBLIC County of Orange STATE OF FLORIDA Comm# GG147626 YCLM (A - kit Expires 10/212021 Notar e Public, Orange County, F rida Seal U.S. Aluminum Services Corp. SALES CONTRACT 2211 WestWashftWnSL OAando, FL MIX - 407237.3128 Fax 407237.3129 State Certified Contractor CSC1260190 Boci Raton. FL 33499 Paan Co— FL32137 Clermont. FL 34711 Tamps, FL 33605 WWW.US-ALUMINUM.COM Pnpns' S61.892.1644 Phmn:3811ES6l.41s7 Phar:352.MAM Phr. a13.1D0.5327 E-mail: SA 1A4-Qw.%SOA\930 p A1Qr •C6* Customer: 3Q e X, 2 ,A )'L\5 A r` Home #: Address: \")D QtnrT-:6A n., Work at: Mobile is Ll Or1— 5,29 -,T Subdivision: Gate Code: Fax Y: Details Roof Kick Plate Winclovis Concrete Pavers D rardmura InwlatM 3 4• 6• arty' 6 24• 36' D vayl D 4• concrete SI sqh D ThickPays R — ool Enclosure Fan etsmCOY ewroate smoear nvo .y D Aoyk D Fe-r Sl b soft _ D nPsvrs — Screen Room D Pan Roof word D Glasr D i'IrAD T 51RD sunRoomDSkylightsOlv—D "Anted - r 3• Oar erornaa Des tollD Carport/ Patio cover D Shingles Cda D Th1e'dd Smell, D n— 'D PorclVUnal Stab Ardrmctural D Pat Doorwry SP LOW-E INS D ryPaD Rescrern/ APSIF DPenpobaattlashade SM MD Lc xL D O u rt— D Fence corer / _ D other Color D osbte style D Shed Style drl! M D A - Frame Studio Existing Deck: D Convete D Pavers Tear Down Sgfl Type: STR ssRerwval0rete/Pavers Removal Special Instnrdions c` IC- HOA Exists- 13YE$_PNPZ Responsible for App - rH DUS AlumHomeowner IsrequiredtosubmitapprovaUdenblImrstoUSAlumTprior to start of work _. N _ In ppBronw d18x14 M(Sln*Door-(qa4rary.?_DEGamer U*W D White D 20x2o DDoubieoowcaty— DS+Pereutter 5•or7• Lnn DSun sowerr D_PCADcorW— D Seamless j Gutter6•or7•Oft r. WOO Alrtach7j:T E3 To SoffitAttachmentEl iiiiiiiiiiiiiliii Angle Fascia E3 ROOF LAYOUT ONLY 111I mill 1111111 ONE i i TIN iiiii iiiin iiiiiiililii lrll goes mill, ui i1 long so as III: I'llons I':: I:: Immons ff MEASUREMENIS ABOVE ARE PRELIMINARY PRECISE MEASUREMENT S 10 BE COFAPLLTED BY LAVOUI I ECH Pay Isdue in toll at thedns ofc d work or upon pa U a Dr paid In fullwithin10 days ateels. AD material V D remainproperlyd USAkoninum Salviasum0 psymwab recalvad In bull. PVNd A=Mand Rrnwmbprwftd nUS Ahm*umSenvkn M e. •vent d rnplpaymOmNst rrD of W trod. 71ne astaror opreoa to fary as Merest andany costs Marred in the collection of this databxludMg reasonable anorney fan, a customer customrefum toI loll us tobegin work oraompMs work idme0ybegun, or m sooept mabrbb corntr0cb0 for. customer •w proas Pay equmreddamages ofasum equalto 33 113%d Min contract pries Phu cost of malMW and laborotoadyfan"odOr in proprert. Iacknowledgethat 1 have road and undershnd this canbract to Include Moms listed on the back of this contact and agree to Its terms. Buyer Seller - US Aluminum Services, Corp. P,bII Nam.) (StlWsa to approval by sail) Date — ?c111-1 Date OwnerBuyer 2_) IlM aA. U- W [IreSBntsM Owner/Buyer Approved By: TOW Investment O Depoall 154 0 ' Concrowmaven C. O D (Before Install) Upon Completion otInstallation s o • ( f v j P ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES). THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALSAHDARE NOT RAID IN FULL HAVE ARIGFRTO ENFORCE THEIR CLAIM FOR FAYMENTAGAINSTYOUR PROPERTY. IF YOUR CONTRACTOR ORASUBCONIRACTOR FAILS TO PAY SUBCONTRACTORS, SUBSUBCONTRACTORS. OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU NAVE ALREADY PAID YOUR CONTRACTOR IN FULL IF YOU FALL TO PAY YOUR CONTRACTOR YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IFALIEN IS FILED YOURPROPERTYCOULD BE SOLD AGAINST YOUR WILL TO PAYFOR LABOR MATERIALS, OROTHER SERVICES THAT YOUR CONTRACTOROR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF. YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROMANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A'NOTICE TO OWNER.' FLORIDNS CONSTRUCTION LIEN LAW IS COMPLEX AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. 02 T-W4 U9Alroftwm eavksa, Corp. All Right Roservod Google Maps 2211 W Washington St, Orlando, FL 32805 Drive 31.4 miles, 36 min to 120 Pinefield Dr, Sanford, FL 32771 y tR '-fib ',_ _ 11 \ z•". v.'y AI 77 aka' .i tr (•. „ .-!1`F, -"T , - +` r. , ti ti,ti Map data ©2018 Google 2 mi 2211 W Washington St Orlando, FL 32805 Get on FL-408 E t 1. Head west on Old Winter Garden Rd toward Barlow Ave 1 2. Turn left onto FL-423 S/S John Young Pkwy Continue to follow S John Young Pkwy 3. Turn left to merge onto FL-408 E A Partial toll road 3 min (0.8 mi) 03mi 0.3 mi 02m! Follow FL-408 E and FL-417 Toll N to US-17 N/US-92 E/S Orlando Dr in Sanford. Take exit 50 from FL- 417 Toll N A 4. Merge onto FL-408 E A Toll road s4R, Y 5. Keep left at the fork to stay on FL-408 E A Toll road 3.4 mi 6. Use the right 2 lanes to take exit 18 toward Sanford 1.0 mi 7. Merge onto FL-417 Toll N A Toll road 06mi t 8. Continue onto Central Florida GreeneWay/Eastern Beltway A Toll road 7.53 ft t 9. Continue onto FL-417 Toll N/Central Florida GreeneWay/Eastern Beltway A Toll road 1 8 mi of 10. Keep left at the fork to stay on FL-417 Toll N A Toll road 144mi Y' 11. Use the right 2 lanes to take exit 50 for US-92/US-17 toward Sanford A Toll road 0.6 mi Take E 25th St, Mellonville Ave and FL-415 Alt N/Celery Ave to Pinefield Dr 9 min (3.5 mi) f' 12. Turn right onto US-17 N/US-92 E/S Orlando Dr (signs for Sanford/Auto Train) a Continue to follow US-17 NNS-92 E A Partial toll road r 0.4 mi r 13. Slight right onto Park Dr 0.5 mi N 14. Turn right onto E 25th St 0.7 mi 7 15. Turn left onto Mellonville Ave 1.0 m) 1* 16. Turn right onto FL-415 Alt N/Celery Ave 0.7 mi 17. Turn right toward Pinefield Dr A Restricted usage road 180 ft 18. Turn right onto Pinefield Dr A Restricted usage road 0 Destination will be on the right 443 ft r v VYkY r +X t• ..,y +'1 +s'..y ryY: .r1 1V'i. " : :. - x - mom; ' R - _ ., -: st r 1, v y, + ,.. .. a*`"? . Win: ' .: Yr; -., a d, :x• +ri. '' ' .. .. s .. ,,, b, 1lr I1'3 r iR';. " .+ ; `r+ii, 't. t M ` i:.A'rr W°.?4rsue'-. i .u'mAS >; : .. ., in.i '- ''-`. , .'w! `-° v`• a q ` v 517,77 j fir, US Aluminum Services Warrant,+ US Aluminum Services, Corp. warranties our aluminum products against crazing, cracking, chipping, peeling and blistering for 5yearsfromdateofinstallationsubjecttotheTerms, Conditions and Exclusions below. US Aluminum Services, Corp. warranties our materials and workmanship for 2 years from date of installation, subject to theTerms, Conditions and Exclusions below. US Aluminum Services, Corp, warranties our products against leaks for two years from date of installation subject to the Terms, Conditions and Exclusions below. EXCLUSIONS Under no circumstances will US Aluminum Services, Corp., warranty water leaks on existing roofs or overhangs. It is not unusualforexistingleakstoappearonlyafterattachmentofnewaluminumroofstoexistingoverhangs, as these types of leaks are notnoticeablebeforehand. avrnr vo ects vonoochemicalsormaterialsmisusesabusen1111111111tillITonceoriluretorovideeriodicmaintenance. DISCLAIMER OF OTHER WARRANTIES US ALUMINUM SERVICES CORP. MAKES NO OTHER EXPRESS OR IMPLIED WARRANTY WHATSOEVER WITH RESPECT TO THEPRODUCT, INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS. TERMS AND CONDITIONS W6iro od sdeen t ors andholes f ro' ' door lion domo a door uin and door•h!n es nd sci tchedo/urrilnu n a 76us'iriess ddris ironi =hedcte oiinstolldtion I. US Aluminum Services obligations under this warranty shall be performed only by persons designated and compensated byUSAluminumServices. The homeowner will provide free access for the performance of warranty inspections and services andberesponsibleforextracostsduetoinabilitytogainaccessforwarrantyinspectionsorservicesafterreasonableadvancenotice. Any repair, refinishing or replacement not authorized by US Aluminum Services shall release US Aluminum Services from, all liabilities and obligations with respect to the products involved. 2. The original warranty period is not extended by any warranty service or replacement, but the remaining warranty periodcontinuesineffectandappliesundertheconditionshereofofthewarrantyserviceorreplacement. 3. If US Aluminum Services elects to replace any products under this warranty, it may substitute products designed by it to be ofcomparablequalityorpricerange. If US Aluminum Services elects to refinish any products, it may use different coating materialsanddifferentmethodsofapplyingthesame. 4. This writing embodies the entire warranty of US Aluminum Services and NO OTHER WARRANTIES are given beyond those setforthherein. ORAL STATEMENTS 00 NOT CONSTITUTE WARRANTIES and are not part of this agreement or any other salescontract. Please submit Warranty Service Requests a; www.;s-aluminum com/warranty Warranty cf US AlLminun- Services, Corp. - US Aluminum Services Corp., 2211 West Washington, Stree:, Orlando, FL 32805 6L Customer Acknowlecgmert Sigril Print Customer Name Bata GENERAL NOTES 1. DESIGN CRITERIA: APPLICABLE CODES, REGULATIONS & STANDARDS: 1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23 WOOD. 2. ASCE 7-10. & SEI7 3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 4. ACI318 CONCRETE REFRENCE MANUAL. 5. PCI PRECAST & PRESTRESSED CONCRETE. 6. AA ASM 35 & AA ADM 1 WIND LOADS: 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY 1. 2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609:3.1 EQUIVALENT BASIC WIND SPEED:.130 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C 3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4 CONCRETE & FOUNDATION DESIGN: 1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE APPLICABLE: A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING COMPONENTS: I. PORTLAND CEMENT TYPE 1 - ASTM C 150 II. AGGREGATES - LARGE AGGREGATE 314" MAX. - ASTM C 33 III. AIR ENTRAINING +/- 1 % - ASTM C 260 IV. WATER REDUCING AGENT - ASTM C 494 V. CLEAN POTABLE WATER VI. OTHER ADMIXTURES NOT PERMITTED B. METAL ACCESSORIES SHALL CONFORM TO: I. REINFORCING BARS - ASTM A615, GRADE 60 II. WELDED WIRE FABRIC - ASTM A185 C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT PERMITTED. D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 INCLUDING HOT WHEATHER RECOMMENDATIONS. E. MOIST CURE OR POLYETHYLENE CURING PERMITTED. F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE FBC. G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER. 2. IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING & OTHER DETERIORATION. NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION. 3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING, DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE OR EQUAL) TYP. ALL LOCATIONS. 4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5 REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/ NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL). 5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE NOTED. ALUMINUM SPECIFICATIONS: 1. ALUMINUM EXTRUSIONS SHALL BE 600575 ALLOY UNLESS OTHERWISE SPECIFIED. 2. ALL SELF MATING BEAM SECTIONS ARE TO BE -STITCHED WITH 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. 3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". . 4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES. 5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC. 6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC. FASTNER SPECIFICATIONS: 1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS OR BETTER, INSTALLED TO MFG.) 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, AND FASTENERS TO MANUFACTURING SPECIFICATIONS. 3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED. 4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT 24" O.C. AND 6" FROM ENDS. C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW' SPACING SHALL BE REDUCED TO 18" G.C. AND 6" FROM ENDS MASONRY SPECIFICATIONS: 1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2. ALL MORTAR SHALL BE TYPE M OR S. 3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. MISCELLANEOUS: RECORD COPY o%1111111111/j/ 2 ..c) o LL O U Q 0 ' zo v~i PROF 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH THE ATTACHED DETAILS. 3. FOR "PICTURE WINDOW' MODIFICATION TO EXISTING SCREEN ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. 1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. 2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN THE FIELD. 4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT. 5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE. 6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED. RESPONSIBILITIES: 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. SCR = SCREEN KP = KICK PLATE PW = PICTURE WINDOW X = HORIZ. SLIDING WINDOW O = HORIZ. STATIONARY WINDOW DH = DOUBLE HUNG WINDOW SH= SINGLE HUNG WINDOW SIP = SOLID INSULATED PANEEVIEWED FOR CODE COMPLIANCE CT = CABLE TIE SG = SUPER GUTTER Pt fgff ANG EXAMINER CS = CLEAR SPAN q-I vKB = KNEE BRACE DATE ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2"x2"x0.044" 2 x 3: 2"x3"x0.044" 2 x 4: 2"x4"0.044" 2 x 5: 2"x5"x0.050" N R N on/I$iON OPEN BACK SECTIONS A PERMIT ISSUED1x2: 1 "x2"x0.044" ALL BE CONSTRUED TO BE D WITH THE WORK AND NOTLICENSETOPROCE1x3: 1 "x3"x0.044" AUTHORITY TO VI LATE, CANCEL, ALTER OR SEROVISIONSOFTHETECHNIC SNAP SECTIONS ' SIDE ANY OF THECODES, NOR SHALL ISSUANCE OF A PERMIT PREYICIALFROMTHEREAFTER2x2SNAP: 2"x2"x0.050" THE BUILDING Co2x3SNAP: 2"x3"x0.050" RCONSTRUCT ON OR VIOLATIONS OF THIS COD2x4SNAP: 2"x4"x0.045" SELF MATING (SMB) 2 x 4 SMB: 2"x4"x0.044"x0.100" 2 x 5 SMB: 2"x5"4.050"4.100" 2 x 6 SMB: 2"x6"x0.050"x0.120" 2 x 7 SMB: 2"x7"4.057"4.120" 2 x'8 SMB: 2"x8"x0.072"x0.124" 2 x 9 SMB: 2"x9"x0.082"x0.124" 2 x 10 SMB: 2"x10"x0.092"x0.398" NOTE: AS INDICATED ABOVE ALL MEMBER PROFILES ARE INDICATED IN INCHES. SANFORD V z_ w W z w C 0 U- O 00 O co cM p o U U jo M C 0 U a Nco 0 w U U CV M c) co 00 T_ O Z H U W O w a o N c1l) Z TL w zwwJoO?O F _j_az w TW DESIGN DATE: - 06/15/2018 REVISION 1: DATE PAGE: REVISION 2: DATE SCALE NTS 10 N O 0 0 r . N rD N M v 1x2(TYP) \ 2x2 of (TYP) El>< aNi a' S ax 0 s 1x2 (TYP) 16" 8'-0" q NEW SCREEN ROOM OVER EXISTING CONCRETE SLAB HOST STRUCTURE OR FOURTH WALL FRAME SCREENROOM N 0 Co o 9 NO Host Structure Exist. SFR New 3"x0.024 : , . v Insulated Roof I. I'. I' ...................... ..... .... ................. 'I' V-6" V-6" 1 23'-6" 1 PLAN / ROOF V-6" V-6" New 3"x0.024 Insulated Roof W (TYP) d a to n N x N N 2x2(TYP) 5'-101/2" 5'-101/2" 5'-101/2" 5'-101/2" 23'-6" FRONT Existing Concrete Slab To Remain 1x2 (TP) 2xaY)v 2 DP TZ _c 1x2 (TYP) 16" 0" 4Q`:. LL'6t` ZZ co o OLIJ 6 F Project Information: Style: Studio Color. Bronze Screen: 18114 Screen boor: 2 Door w U/ O 3" Received Channel Header With (1) #10 x 3/4" Tek Screws @ 8" O.C. Top And Bottom 11 '\'\\ ALUM. ROOF 1/4 x 2 '%" Tapcons 10 x 3/4" Tek Screws @ 16" O.C. @ 8" O.C. ALUM. ROOF TO WALL Alum. Roof 2" x 2" Angle Clip w/ 2) #10 x %" TEK @ ea side 1/4" x 2-'W Tapcons 6" From Uprights and 24" O.C. FOUNDATION 2) #10 x 3" SMS into screen bosses 2) screen x 2" SMS into screen bosses I 1/4" x 21%" Tapcons @ 24" O.C. I TYPICAL UPRIGHT DETAIL 5) #14 x 5" STS w/ 1 neopreme washer per panel MAX. 12" O.C.) 16, S. .......... i ............. ............ ALUM. ROOF i. EdgeBeam TYPICAL ROOF TO BEAM DETAIL Alum. Roof 10x2"SMS @6" from the ends and @ 24" O.C. --- FRONT WALL -- 2) #10 x 2" SMS into screen bosses x 2-%" Tapcon 6" From Uprights and 24" O.C. x2'%" Tapcons @ 24" f O.C. 1Ox%" Fasteners - 2" from ends and every 12" O.C. (max) ALUMINUM KICK PLATE TYPICAL ALUMINUM KICK PLATE ATTACHMENT HOST STRUCTURE OR FOURTH WALL FRAME SCREENROOM 0%jj111111lt// Z :03O 0O': a_ go ZLLI O Q Q NU d'•.. W PLAT OF "BOUNDARY" SURVEY FOR NVISION DEVELOPMENT MANAGEMENT SERVICES, LLC Legal Description Lot 10, CELERY LAKES PHASE 1, according to the plat thereof as recorded in Plat Book 62, Pages 75 and 76, of the Public Records of Seminole County, Florida. N .2 ios JUN 2 5 Ok 1v ecMjfi•ac L strien #V#*" /meet cf-4 rew of i .P~ over ex-111 '••y C Wco e t Sys 4% p +h#4l0( Or r14•+. v i 11 1 32 N R d T.5' 9 N 89'38' 17" E 121.01 ' 101.01' oo 20.00 3' 5' DRAINAGE EASEMENT I Z 47.93' 48.19' o 2 STORY 0 1 CONC BLK STUCCO CRwopIVEA, ' o 1 RES o Ii D 14' O UN 3' 24.90 =' M 10 w . rnJ rn D 1 r;n 0 rr., Zr 34' 1 Z 11 L----- ------ ------ 11 O N O o o 101.18' 1 Qo N 89'38'17" E 121.18' o1NZ1 SCALE: ' 1;)=z 0, New screen room in-5ect at rear o horne over existivi3 c-oncre+e s(a6- 11 1 1 SET IRON Q CAP /3382 1lss• b w rj-p ROCKWOOD WAY O 4. m FOUND IRON dr CAP /3382 1 i i 1 25' I SURVEY NOTES: 1) The street address of the above -described property is 120 Pinefield Drive. 2) The above -described property lies in Flood Zone X. SURVEYOR'S CERTIFICATE This is to certify that this "Boundary Survey' of the above -described property and the plat hereon delineated is an accurate representation of the same. I further certify that this survey meets the Minimum Technical standards set forth by the Florida Board of Surveyors and Mappers pursuant to Chapter 5J-17 of the Florida Administrative Code pursuant to Section 472.027 of the Florida Statutes. REVISIONS. PROJECT NO: I t - R. BLAIR 2597 SANFORD NOT V, SURVEY DATE: 14, P.S.M. NO., 33t;2 JE - SANFORCL n' 32773 32' 2t>00:•:' luni iT.•ccei . .. CERTIFIED CORRECT TD- SANDRA D. WILSON•BELL FIDELITY FUNDING MORTGAGE CORP. SEMINOLE COUNTY TITLE RESOURCES OF GAINESVILLE, INC. STEWART TITLE GUARANTY COMPANY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address lZ O fL 3Z-7:7 1 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 are 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.floridabuilding.org. 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 U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # 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 Roofinq 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 Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u 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 S uc, 3" r' rao f (L 9 —g Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 REQUIREDRED INSPECTION SEQUENCE' BUM Max IIns ecdon Descri tu®n Footer / Setback Stemwall Foundation / Form Board.Surve Slab / Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell Sheathing — Wa1Is- 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 W-mdow- two Final Screen.Room Final. Pool Screen Enclosure. Mobile Home Building Final PreDemo Final Demo Final Single. Family- Residence Final. Building Other Address: rtiL ti101 IIy1GlrL WL L• • Min max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final IQCL'l r1C'•i1CiN 4LLFYt" 2!`,. ., , Y r-sg -: _. -v i z a• Yuri-.u-..'t;' v:a . ytionbanMaxIInsectionDescri Mechanical Rough Mechanical Final 1V1[in Max r A ectn®n. Descri ti®n Gas Underground Gas Rough Gas Final REVISED: June 2014 0-- a -7 ss Permit Number:' Folio/Parcel Identification Number: Z- — 1—StS—OGc:1O-01o0 Prepared by: I &itn ih21625-0 IIlII IIlI! lIIII !till Ilill IIIlI IIII III! WINT MALOY, SE11IhIOLE comiTY CLERK OF CIRCUIT COURT is COMPTROLLER8K9160Ps546 (IPgs) CLERK'S a 2018073054 RECORDED 06/26/2013 (18:02:4.6 AH RECORDING FEES $10.00 RECORDED BY ,ieckenro Return to: US Aluminum services Corp 2211 West Washington St. Orlando, FL 32805 NOTICE OF COMMENCEMENT State of Florida. -County of Orange 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 proper,and street ad ress if available) PelP.n(Get PGf 1 ED (o 2 Cv 31 c 1f -MU 2. General descriptio of improvement 3. Owner information or Lessee information if the Lessee Icontracted for the improveme t Name LA); Address lZ-0 Z_7f Interest in Property I „ftr Name and address of fee simple titleholder (if different from Owner listed above) Name Address 4. Contractor Name US Aluminum Services Corp Telephone Number 407-237-3128 Address 2211 W. Washington St. Orlando, FL 32805 5. Surety (if applicable, a copy of the payment bond is attached) Name Telephone Number Address Amount of Bond $ 6. Lender Name Telephone Number Address 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7, Florida Statutes. Name Telephone Number Address 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address 9. Expiration date of notice of commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the 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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN -- RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE r RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT N WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. co Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated in it are true to the best of knowledge and belief. AnQ... CZ::)W ! or lessee. or Owner's or lessee's Authorized The foregoing instrument was acknowledged before me this as for Tyge of authority. e.g. _officer trust e. attorney in fact AVIZIDIA Sig i atureofNotryPuublcc-- Slate of U ride Personally Known R Produced ID Type of ID Produced`. tor/ Partner/Manager Signatory's Title/Office '1 t v day of by W LA` a month/ year name of person a cc p Name of party on behalf of whom instrument was executed z u O CC LUZ Print. type or stamp commissioned name of Notary Public _c ; vTracy A. Rod 0 = o NOTARY PUBLIC o g STATE OF FLORIDA X Y 80 z Comm# SWI d: September 26. 201rF 6 z ONCE le Expires 1002021 " `•' Q m a