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216 San Fernando Ct 17-1725 FENCEECEIVE JUN 1 2017 BY: Documented Construction Value: $ 14 1 D CITY OF SANFORD BUILDING $ FIRE PREVENTION PERMIT APPLICATION Application No• Job Address: 2) (o San F e_rn a.o d o Ct Historic District: Yes No Er Parcel ID: 0 3- 2 o- 3 o- S F T- u 0 o 0 I s 4--0 Residential [`Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: I r S_J--C J I ' t x 2 L i: (ert Cj Ct kc-,rw, Plan Review Contact Person: 13 r) 0-n ffec V-cf Title: Phone: `, 99-6 _74 00277 Fax: Qo-7 6996aq% Email: l---?r--1 at) (o C ror 1 cv`yy\ Property Owner Information Name S e\(-Cr) S 0 reG o M Phone: 4 c:) 7 41 b 2-1 - 3 Street: 2) (o S q h F er n CZr1 d o Ct Resident of property? : YeO City, State Zip: S CU"l (,g rA FL 3 21-73 Cgntractor Information Name Crealtyr- aernb d-e c7 Phone: L -0-7 1 9 Q (o q 9 q Street: I o5 S n 1kr-5 ely " 12.5 Fax: Ci q City, State Zip: W I I of to (c Dq S FL. 3 2-7o % State License No.: C 2 Q32 Arch itect/Eng 1 neer Information Name: 'D W S (e— CI CC -P r) Street: 2- to Q (AJ ek 1;V 0 v50 anQ1 n- Q d city, St, zip: L" w cs) d Ft_ —t Bonding Company: Phone: Lf O 7 S 3 G 2 3 S Fax: 53 G 2 °3 3 4 E-mail: C1 eO_1 brn C-,nQ L n - e Q"naLL - c, 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t6 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application INOTICE: In addition to the requirements ofthis 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 auencies, or federal agencies. lcceptance of pennit 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 tittle of submittal. The actual construction value will be fi;cured based on the current ICC Valuation Table in effect at the titne 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 issucd. 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. Signitura 6fO&ereAgent. Date 17r egvSvte`1 Print 0-wnAgcn' trt's M. me 4f!tj— 5 -22 A7 s ,ureofCont ctorlAgnt Date Mroc.- MC CiQ -n`T1 Print Contractor/Agent' s Lame Signature of Notary= Stamp of Ftorid -" i DIpNpS.SIMPSON :' t"• ' BRIAN A NOOW MY COMMISSION i FF 116132 MY COMMISSION # GG095752 EXPIRES: Juty 6, 2018 gondedThruNotaryPudc,Undenvriters >'•' EXPIRES May 17, 2021 e'w a ;: OwnerlAgent,is Personally Known to Nfe or Contractor/Agent is Personally K.now7i to Me or P; edeettH !) Type of I t-4 t Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY PermitsRequired: Building Electrical : Mechanical Plumbing GasO Roof Construction type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction Electric - # of Amps Plumbing ## of Fixtures Fire Sprinkler Permit: Yes No C] 4 of Heads Fire Alarm Permit: Yes No 0 APPROVALS: ZONING: 2l UTILITIES: _ INGIi'EER.ING: FIRE: COMMENTS: v ' I' SCreevi , cf toot aril a1UR41nv mwe wiy.",` S pa cee meef 2071CJ lk Irgv r, e rt. Revise June 30,201; WASTE WATER: BUILDING: Sr X lt?_ paae__ khPeW open P .rmit Application Proper Record Card CFA Parcel: 03-20-30-5FT-0000-1540Pf, Owner: STEVENS GREGORY M & SARAH K SCW4MCCOLA"y FLOP" Property Address: 216 SAN FERNANDO CT SANFORD, FL 32773-5558 ParnM InlInrinatinn Parcel 03-20-30-5FT-0000-1540 Owner STEVENS GREGORY M & SARAH K Property Address 216 SAN FERNANDO CT SANFORD, FL 32773-5558 Mailing 216 SAN FERNANDO CT SANFORD, FL 327735558 Subdivision Name HIDDEN LAKE PH 2 UNIT 4 Tax District Sl-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2014) 83 b10 154 8932 -10 i. 7. 0) 110' 030A 59 .99 62. Seminole County 1 Legal Description LOT 154 HIDDEN LAKE PH 2 UNIT 4 PB 25 PGS 66 & 67 Taxes in 2017 Working 2016 Certified Values Values Valuation Method Cost/Market I Cost/Market Number of Buildings Depreciated Bldg Value 1$108,099 94,059 Depreciated EXIFT Value 600 600 Land Value (Market) 25.000 21,000 Land Value Ag Just/Market Value 133,699 115,659 Portability Adj Save Our Homes Adj j$41.510 25,366 Amendment I Adj P&G Adj 0 so Assessed Value 92,189 90,293 Tax Amount without SOH: $1,505.00 2016 Tax Bill Amount $997.00 Tax Estimator Save Our Homes Savings: $508.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 92,189- 50.000 42,189 City Sarilbrd 92.189; 50,000 42,189 Schools 92,189, 25,000 67,189 County Bonds 92,189 $50,000, 42,189 SJWNI(Saird Johns Water Management) 7 92,1891 50,000 1 42,1891 Sates Description Date I Book I Page JAmourn Qualified Vadimp WARRANTY DEED 8/11/2013 -08109 1625 1 145,000 Yes Improved WARRANTY DEED 31111982 01383 0374 50,400 Yes Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value ILOT 0.00 0.00 25,000.00 25, Building Information Is Bed/Bath count incorrect? Click Here. Description Year Built ActuallEffective Fixtures Bed I Bath Base Area Total SF Living SF I Ext Wall Adj Value Repi Value I Appendages 1 SINGLE 1982/2005 6 1 2. 2.0 1,262 1.790i 1,262 1 CONC $108,099 $113,1931iFAMILYBLOCK Description Area GARAGE I 513.00FINISHED CREATIVE REMODELING Orlando - aa8 a1 1 BBB www.crorl.com Certified Residential Contractor CRC1329083 9-699 1055 Nursery Road, # 125 Winter Springs, FL 32708 DATE IUYER`S NAME elr-,a. gra 4 PHONE knnRFSS n Ir_ SG Street) Cityl plate) i1i a•cts DESCRIPTION OF GOODS & SERVICES S1. CASH PRICE ..............................:.......... l,' 2. DEPOSIT ... ....... ................. BALANCE............... .......................... $ cs.,.cte =- 3. DRAW 1 ................ ......... :....... .. 3, • BALANCE ....................... ae.^ni ;:ntf<a14. DRAW 2 .......... ............................... 5. BALANCE DUE ON COMPLETION ...... y.+.n`` tle/89.. l.S-•' „ ,S"CC2 - - 7 tea...: ...... _ ... - a .. a v ;; v r9 ri Aaa- r st1a91r - ra.ar t*]l 2 4 ! l , n a rmll, 4 I.n Ca"iC i.fi r_%. of `2.C; !- iI-j (rbi>t Tt i"42 i lY. s k9f i t;'`1"! ,FRii,f. c.?l'"i.'.,r-.. :csvd+,iG'. ttf.: icf:-9'z+. :2•a'I' le.,. 6 f4L... y? -' S. a yL'4' I.l./ia W J /a D ".L a'Ugy aw +<3 v'2 cv (:.:rc•A` QVrs:r}s. '-.">•r v. t+ce.•:! 'i x .:%,et ':C S:fR A'"a+J G-i'r. th.. at. •' n "Z.r/.n' r !"Ji`t1of''`.=:sce.. 3f, . 6r i1 i J.O Ft Q'i '"'! dal5 7 i fp G Si/. C:.d 2..i'L.' anI M 3°t'•: F.S. 713.015 ACCORDING TO FLORIDAS CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37 FLORIDA STATUTES). THOSE WHO WORK ONYOURPROPERTYORPROVIDEMATERIALSANDARENOTPAIDINFULLHAVEARIGHTTOENFORCETHEIRCLAIMFORPAYMENTAGAINSTYOURPROPERTY, THIS CLAIM IS KNOWN. AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR, OR A SUBCONTRACTORFAILSTOPAYSUBCONTRACTORS, SUB -SUBCONTRACTORS, OR, MATERIAL SUPPLIERS OR NEGLECTS TO MAKE OTHER LEGALLYREQUIREDPAYMENTS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOUHAVEPAIDYOURCONTRACTORINFULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVEALIENONYOURPROPERTY. THIS MEANS IF A. LIEN IS FILED YOUR PROPERTY COULD BE. SOLD AGAINST YOUR WILL TO PAYFORLABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR SUBCONTRACTOR MAY HAVE FAILED TO PAY. FLORIDAS CONSTRUCTION LIEN LAW IS COMPLEX AND IT IS RECOMMENDED THAT WHENEVER A SPECIFIC PROBLEM ARISES; YOU CONSULT AN ATTORNEY. CONSTRUCTION INDUSTRIES RECOVERY FUND PAYMENT MAY BE AVAILABLE FROM THE CONSTRUCTION INDUSTRIES RECOVERY FUND IF YOU LOSE MONEY ON A PROJECTPERFORMEDUNDERCONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A STATE - LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING ADDRESS: CONSTRUCTION INDUSTRY LICENSING BOARD • 7960 ARUNGTON EXPRESSWAY, SUITE 300 . JACKSONVILLE, FL 32211-7467 1 acknowledge tChaI ha e read and understand this contract to include items listed on the back of this contract and aoree to its terms. DATE: _ L ..= -rY• l % --- - -- -- ..._ PURCHASER: PURCHASER: This contact is subject to approval and acceptance by the Seller. V3rNOiiZEQ iiKER GE TYE <.ELLEa) NAME OF SALESMAN: IIIIIIIIIII IIIIIIIIII IIIII IIIIIIIIIIIII THIS.INSTRUMENT PREPARED BtiNameC Address: r O U«- PL- 3 2-) as NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number: GRANT SECIIN01_i_: C:OUNT't Ct..t_RK Of" CIRC*: ll' :i}I.1f'J ?, C[ItIF'- ROLLER CLERK'S u 2017057912 RECORDED 06/12'iU1( 11=01.451 -All REt:Oft()ING FEES) $1.0„00 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) 7-1( swN.G4- 5 n r.i 3.2n!3 2. GENERAL DESCRIPTION OF IMPROVEMENT:. i y Yt 2.c 3. OWNER INFORMATION OR LESSEE.iNFORMATiON IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT-. Name and: address: t!tr $ Jz.Y n J=C ant' Zlb .r.,, w ni+, c~. Sc.nvi'r fit. 3?Ti3 Interest' in property: - - Fee Simple Title, Holder Bother than owner listed above) Name: 4. CONTRACTORt Name:(aa-`i i. r., iz,irh o 0 of («, «. Phone M1lumber. t!i)-)<t`a 9ti Address: D, r s.! 3 `)pg. _.. S. SURETY (if applicable, a copy of the payment bond Is attached): Name: I Address- T Amount;of Bond: 6: LENDER_Name: Phone.Number. Address: 7: Persons wfthin` he State of Florida Designated by Owner upon whom notice or other doeumentjt I' AEU UU;lyd Lt 71313(1)(0)7., Florida Staivtes. LL V ) rtt tl AND COMPTROLLER Name: Phone Numbe Address: 8. In addition,. Owner designates //1 A of BY - - to receive a copy of the Lienor's Notice.as provided in Section 713.13(1)(b), Florida Statutes, Phone number S. Expiration Date of Notice:Oft onimencernent (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 L. 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 THE 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. x rcGpn1-eye.^f nai a of Owner or Lessee; or Ovmer s or Lessee's rir t qjmo arv! Provide Signatorys Tito/Office) Authorized Ot'cer,irectcr,Partn?r/:.tanager) State of F 1 ct County of RiAAiKD The foregoing instrument W" acknowledged before me this day of 20 17 by C-,,c i L-W s o is personally known to e 0 OR Name of person mak!ng statement who has pco ion C1 type of identification produced: A-- Nctary &ignaair 017 DIANA S. SIMrFF N MY COMMISSION t116132aEXPIRES: July 018 FBonded Thru Notary Public Undemiters SEM]AADLE COUNry MAUL 7-l—,IUR I—SDICTIO)VA L LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: -7 — — 16 I hereby name and appoint - -F I N fq M C er P- RT-H an agent of. C re-c&tve k-pre-jocie Narneof Orlcv)cko LL--,f- to be my lawful attomey-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to thisappointmentfor (check only one option): t EY" All permits and applications submitted by this contractor. Or 0 The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney.- 7 - I L — 1-7 - License Holder Name: M a r- M C G-ra i-h State License Number: Cr-Z' C /S2-qC),(?3 Signature of License Holder. STATE OF FLORIDA COUNTY OF ------- The foregoing instrument was acknowledged before me this Lq*—'dav of -SA"L 20_.I( by wig c, (:.Ak who is 14-ersonalty known to me or El who has produced as identification and who did (did not) take an oath. 43VX'—C 8Tn!i!!El Signature Crt Notary BRIANA HOOVER MY COMMISSION #FF01 2740 EXPIRES May 17. 2017 3 Florldallotary"-1111— Om 4 ' '? d Print or type Notary name Notary Public- State of - f('ar"J.- Commission No. Ff-oll'),io My Commission Expires: REOWAMpiPLATMORIF 0 PAGWWW ' PUBMMOGIMOF 30MUM oOLUnr. FLOFMA/ I 1pq - SME P61W GATES-m 9i Ll 25 sit ZONING D Tr'7 21 j a •; ok eke x 'K` cov\.c.re.Ae- lqr A,3 +' 1n5v\ae _ G\uw n C oo-F c\ c S 113- ". oYb\ e Pave e ; end uJ , scr eeh> G\JMjh v -C COLY"Q_ %-Z r a 1 e YChe* vJ c\\ : Se CL C S aVL4 O 11 ' 91 J WrHEWA MEND 4MREM cn. Com emommomw ms rugse.a Ic PAMM+va c PPAJ IOW SNOW asunwrammkAREASSUMMAMWAmm NAr. 61300wim SUM+- a low- um.mRmpLAw ft v o SUMMMEDONE. OSSOMMviNi$' FBA. supam o amm- CHMtmK 0,-SUaMfIDANTEASEMEMS ltosvmfemm OF - R&D w RAL&OW PZ• F YA7U . _ NINE UMMMAID li0.t Otdi amaacaascap - MM & C tI PREPMM FM CMINIWTM Ski IME 6 MK OL eM am QIQMID j, on t m M. ym IRELAND SURVEYING.. - 1. MW ALOMA AVMF,WA M PARK, FLOMDA_ SUITE 401 M MaM FAX Wn-WM - WN awasumm saemaerm ma a ns- ... a•® saw mbmumt m sa+sa.raao®am»Q m me n. s, ranterexwaeILOOM rw& i arc; i vi i y ',''' 5 •'#r•,Q•'w 43".}•^35^E,, y'yrd$.v^s'*•, •r- kyyr`wfUJjV'. w"YkcH3,.tC P:' i` ri,'. ..mac g. F-+..a iA K-n'. BCIS Home Log In User Registration Hot Topics Profess'*--M=AubficUser ct 1 -W Submit Surcharge Stats & Facts Public tons . FBC Staff BCIS Site Map Linter Search',. •,. 5 Et=orAcoicator•>AppoCadonList Search Criteria R,-mom•= Code Version 2014 FL# Application Type ALL Product Manufacturer 5500.1 Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL ALLProductModel, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL ALL Search Resins - ennr. --N— FL# TvPe Manufacturer Status FLS500-R4 History Revision Elite Aluminum Corporation FL#: FL5500.1 Approved Model: Aluminum / Aluminum Roof Panels Panels! Description: EPS Foam Cone Composite Patio RoCategory: Roofing Subcategory: Metal Roofing Approved by DBMR. Approvals by DSM shall be reviewed and ratified by the Contact Us:: 14an North Monroe Sit Tallahassee aoa ag ; li;%:g . jUd The State of Florida is an AA/ff0 employer. Cnovriaht 2007-2013 State of Florida.•: :: :: , c Ce_...r Under Florida law, email addresses are public retards. If you do not want your e-mail address released in response to a pubiirreeordselectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If request, do's send Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapterhave any Rueust provide please Department with an *Pursuant mtheyhaveone. The emails provided may be used for official communication with the lioN see, 4j-owever email' addresses are e public record. If an email t wishaddret if supplyapersonaladdress, please provide the Department with an email address who can be made available to the public. To determine if You a not wish n Chapter455, FS., please dick hherre You are a licensee under product Approval Accepts Lr et' 3 FE rA wlNc SANFORD A- O pq R e It17 _ 1 725 httPs:// Www.floridabuilding.org/pr/pr_avl)_Ist.aspx 9/21/2015 rr4 Home Log In o User Registration Hot Topics Submit Surcharge Slats & Facts Professb'n'W Product ApprovalA. USER: Public User FL # It Application Code 1 Application Approved Comments Archived a N`°"'"' . ,fir r-• a Publications FBC Staff BM Site Map links Search Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954)949-3200 dk@dokimengineering.net Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954)949-3200 bpeacock@elitealuminum.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity Quality Auditing Institute Ltd, Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A. Pomerantz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL5500 R4 COI Index odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5500 R4 Eauiv Eauiv odf Sections from the Code 104.11.2 1709.3 h4s://www.floridabuilding.org/pr/car app_dtl.aspx?param=wC'EVXQwtDgt2g7jKEgbCB... 9/21/2015 Product Approval Method Method 2 Option B Date Submitted 02/26/2015 Date Validated 03/08/2015 Date Pending FBC Approval 03/09/2015 Date Approved 04/15/2015 Summary of Products r FL # lHodei, Number or Name Description 5500.1 Aluminum / Aluminum Roof Panels EPS Foam Core Composite Patio Roof Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FLS R¢. 1i uwwa odf Approved for use outside HVHZ: Yes Verified By: Frank L Bennardo, P.E. PE0046549 Impact Resistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: For outdoor patio construction only. For use outside FL5500 R4 AE Eva1 odf the HVHZ. See installation drawing for allowable span/load FL5500 R4 AE NOA 11092407 odf combinations. FL5500 R4 AE Test Reports l.od' FL5500 R4 AE Test Reports 2 odf Created by Independent Third Party: Yes Contact Us :: 1940 North l4o Street Tallahassee Fl32399 Phone: 850-487-1624 The State of Florida is an AAJEEO employer. Copyright 2007 2013 S A%of E!2d4 :: Prhocv Statnn,e„t : • Accessibility Statement :: Refund Statert ent Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, con taQ the office by phone or by traditional mail. If you have any questions, please contact $50.487.1395. -Pursuant to Section455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for Official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick jl,. Product Approval Accepts: l https:// www.floridabuilding.orglprlpr_app_dtl.aspx?param---vCTE VXQwtDgt2g7j*KEgbCB... 9/21 /2015 EPS FOAM CORE ROOF PANELS ALUMINUM / ALUMINUM SKIN CLEAR_SPAN TABLE USE INSTRUCTIONS__ I. D€T€NMIN€ TYPE OF €NtL09UR€fib §@ COVER€b (OPEN, 2, D€T€NMIN€THEE§ITT@fl§PP@CI IC R€QUIft ®€§IGN WIND PR€§§Ufl€ PROVIDED §Y §€PARATE ENOIN€€RINd,§Y A LIC€N90 €NOIN€€R OR REbI§f€R€D ARCHITECT, IN ACCORDANC€ WITH THE FLORIDA §UILOINO €013€ FIFTH OTfION (€019)) 81 FIND ALLOWAkI COMPO§IT€ PANEL CLEAR §PAN IN TAKEO FOR APPROPRIATE PANEL- 00TH, FACINO THI€KII90, AND 09 EALJOINT CONTINUOU9CAULKING a TY131CA"PANG INt€AVTOCN EPA R®.FAN_PAN_ TAIL; Oft 0,07A" ALUM d' MAN WIDTH PER tNT€NLOLNING PANEL7Ot-- FAPINd§ __ 0/411 P€R FOOT MIN 41-dow R09N tO AbOIfIbNAL P.NdIN€FRINd §H€ET§ FOR LOAM ROOF €ONNEetION9, 0 9UPPURfINCj 9TRUCTUR€ b€tAk§ (§Y OTHER§) THI9 §H€€T LEfltIF1E9 Al LOWA§L@ ROOP §PAN§ ONLY, DEFLECTION NOTES: Ulu L/1110 FOR ALL MEM§€R§ §UPPONTINO ROUF§ OV€R AN OPEN bR §CN€EN•WALL€DROOM, A, Ulu MIR) FOR ALL MEM§ER9 9UPPORTINO ROOF@ WITH A NON•PLA§T€R€b C€ILINd OV€RAN €NCLb9€1) ROOM, U§€ L/240 FOR ALL M€M§€119 §UPPORTINO ROOF9 WITH A PLA91€1(€D t€ILINO DV€R AN ENELO§€b ROOM, PER FLORIOA §UILOINO COD€ FIFTH €OIfION ROM TABLE 1004,9, OTHER __CONSIDERATIONS: _ I, FRONT OV€flNANd MAY 0€ UP fO a'=a WITH VALU€§ LI§f€b HP09 MAXIMUMUN§UPPONT90 §ib§ OV§AHANb 19 A§% OF LA§f PANEL WIbfH (I P 1A MAX FOR 10" PANEL WIDTH 2,Nfj4TP P1f H B ALL tl€ /AR @€R §INLD INb COD A€QUJREh1 N. § T" " OPTIONAL u u " duff€R OR ONIP LAP bVEN11AN 10" MAX 0/11 AT FRONT § A§% OF LA§T PANEL WIDTH AT 911)€9 UP tO 10" MAX OIN At §Ib€§) DESIGN PRESSURES., A N®TE® tN C66AR SPAN TAKES DESIGN. NOTES;. 0p® fIV fAtlN9 N€ AT®IV OMANgpD BUR CAALCU A ®R®Q Ulu WITH s C U NMC ®® p€NfiMH ®0 €NA© N A€€®RQ @§pv4y' 11 fAry ARNN ®y€€g@®LpNLN fiUH@ ® 9 IV6lN1Ff Bprv@l®N A HO tlfi! VALU€§ 6! €®H fl€I pBN ANY A10MILY fiA— VA.LWV ®ER VAfi[QN .- @AN€ LPROP€NTI€§i 17PAN€ L 9TRUM- RAL PROP€ATI019 b0lVED FROM C€NTIFIkb TEAT N€ PONt§ NOE HETLO§-305 09=19tl9, 09.1009,•tl§•1900, 4§ 4900, •04 1904, •O§•109A, tl§=1998, •0§=1994, •0§•19a§, 09= 190640.1997 •a0•Atl00 •oe-Aaai =tla-Aontl,=aa•Aaa9, HUNRi AN€ 061NE' RING Ot T6TIN6( E" "ntl-aaie §r A, PANEL b€Ab LOA09 HAV§ §E§N PACITAN€0 INTO CALCULATi1iN9 FOR GRAVITY 1,009 A§ WELL A§ EALLULAtION9 FOR PANEL PROPEN'fl€§, T w WWns11 i1rt A90drG9PR? 09PROItitBtD}tl5` CQYXAGT.Q9PR s Q9Ak rl d, F nda 41 Product Approval a - USER: Public UserPr Product Approval Menu > Product or Application Search > Application Ust Search Criteria Refine Search Code Version 2014 FL# 5179.10 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL#` Type Manufacturer Validated By Status FL5179- Revision Simonton Windows American Architectural Approved R20 FL*: FL5179.10 Manufacturers Association History Model: 43-17 214) 878-1642 Description: Profinish Contractor, Amcraft Grand Estates Contractor, PerfeXion Contractor Vinyl 2-Lite Horizontal Slider Category- Windows Subcategory: Horizontal Slider Approved Dy o6FR. Approvats oy L)uF snan oe revrewea ano ra—a oy cne r ana,or a,e Y. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: 0 L=er Credit Card Safe vILD/NC SANi=r; RD O ARTIv1<' 17 FL # FL5179-R20 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro, WV 26415 614) 532-3596 luanne.harris@simonton.com Authorized Signature Luanne Harris luanne.harris@simonton.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus, OH 43219 614) 532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847)303-5664 webmaster@aamanet.org Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5179 R20 Eouiv SimEx-PVC-Eauivalencv odf Product Approval Method Method 1 Option A Year 2008 Association Created by Independent Third Party: Evaluation Reports FL5179 R20 AE EvalReoort-IN0260-R6.odf Created by Independent Third Party: Yes 5179.9 43-06 and 43-17 6060 VantagePointe, Profinish Builder, ProAnish Contractor, ProFinish Master, Grand Estates Contractor, PerfeXion Contractor, PerfeXion Builder Vinyl 3-1-ite Endvent Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5179 R20 C CAC 43-06 EV 96x63 R PG30 (ext.).Ddf FLS179 R20 C CAC 43-17 to 43-06 Waiver.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 09/07/2019 Other: 96x63 Installation Instructions FL5179 R20 II IN0170 43-06 43-17 EV 2X.Ddf FL5179 R20 II IN0269 SS 43-06 EV 1X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R20 AE PER3829 SS 2015-06-24.Ddf Created by Independent Third Party: Yes 5179.10 / 143-17 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 72x63 (+/-30 PSF), 72x48 (+/-35 PSF) Profinish Contractor, Amcraft Grand Estates Contractor, PerfeXion Contractor Vinyl 2-Lite Horizontal Slider Certification Agency Certificate FL5179 R20 C CAC 43-17 HS 72x48 R35.i) FL5179 R20 C CAC 43-17 HS 72x63 R30 (ext).Ddf Quality Assurance Contract Expiration Date 08/02/2020 Installation Instructions FL5179 R20 II IN0141 43-17 SL 2X.odf FL5179 R20 II IN0262 SS 43-17 SL 1X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R20 AE PER3828 SS 2015-06-24.Ddf Created by Independent Third Party: Yes 5179.11 43-35 and 43-40 Reflections 5050/5300, 6100 VantagePointe, Asure, Prism Bronze/Gold/Ultra Gold, Grand Estates View, Grand Estates Plus, PerfeXion Gold, PerfeXion Silver Vinyl 2-Lite Horizontal Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 69x65 (+/-25 PSF), 78x63 (+/-25 PSF), 72x54 (+/- 30 PSF), 72x36 (+/-35 PSF) Certification Agency Certificate FL5179 R20 C CAC 43-35 HS 72x36 R35 (ext.).odf FL5179 R20 C CAC 43-35 HS 72x54 R PG30.Ddf FL5179 R20 C CAC 43-35 HS 78x63 R PG25.Ddf FL5179 R20 C CAC 43-40 HS 69x65 R25.Ddf FL5179 R20 C CAC 43-40 HS 72x54 R PG30.0f FL5179 R20 C CAC 43-40 HS 78x63 R-PG25.1)df Quality Assurance Contract Expiration Date 11/20/2017 Installation Instructions FL5179 R20 II IN0139 43-35 43-40 SL 2X.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5179.12 43-35 and 43-40 Reflections 5050/5300, 6100 VantagePointe, Asure, Prism Bronze/Gold/Ultra Gold, Grand Estates View, Grand Estates Plus, PerfeXion Gold, PerfeXion Silver Vinyl 3-Lite Endvent Slider Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Certification Agency Certificate FL5179 R20 C CAC 43-35 EV 84x36 R35 (ext.).Ddf FL5179 R20 C CAC 43-40 EV 84x36 R-PG40.Ddf Quality Assurance Contract Expiration Date Design Pressure: N/A Other: 84x36 (+/-35 PSF), 8406 (+/-40 PSF) 11/20/2017 Installation Instructions FL5179 P.20 II IN0146 SS 43-35 43-40 EV 1X.Ddf FL5179 R20 II IN0147 43-35 43-40 EV 2X.2df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5179 R20 AE PER3823 SS 2015-06-24.Ddf Created by Independent Third Party: Yes M.QDFL DESIGNATION. Simonton Horizontal Slider Series 43-17 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart 1 L 1 A bL 4" MAX. 2 See Size Chart OX or XO The head, sill, and side jornbs are extruded PVC. The wall thickness through' which the anchor screw penetrates is a minimum of 0.070". B O.C. W" MAX, OVERALL NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS 6 X 1 1/4" MIN. WOOD SCREW WITH 1.00" MIN. EMBEOMENTINTO WOOD MIN. EDGE DIST., SEE NOTES SILICONE CAULK, 2X BUCK SEE NOTES 11 & 12 SILICONE CAULK, SEE NOTES 11 & 12 1/4" MAX. SHIM REVISIONS: REVISED UPDATED SIZES PER TESTING T.D.0 ADDED GLAZING DETAILS. T.O.0 REMOVED GLAZING DETAILS 9. T.D.0 ADDED MIN. EDGE GIST. NOTES CJM ADDED NOTES 11 & 12. LMH DATE: 07/07/16 HEAD 2X BUCK 6 X 1 1/4" MIN. W000 SILICONE CAULK, 1 SEE NOTES 11 & 12 4" 1/4" MAX. SHIM MAX. I SCREW WITH 1.00" MIN. T SILICONE CAULK, SILICONE CAULK, EMBEDMENT INTO WOOD I SEE NOTES 11 & 12 SEE NOTES 11 & 12 MIN. EDGE DIST., SEE NOTES b6 X i j/4" MIN. X WOOD SCREW,. TYR. N8 X 1 1/4" MIN. W000 2X BUCK FLANGE TO BUCK I SCREW WITH 1.00" MIN. SILICONE CAULK, EMBEDMENT INTO WOOD SEE NOTES 11 & 12 T MIN. EDGE DIST.. SEE NOTES SILL JAMB WIDTH SIZE CHART, OVERALL SIZE DP RATING 72", 63" d:30 PSF 72" 46" t 35 PSF X NOTES: i 1. This installation has been evaluated for use In locations adhering to the Texas & Florida Building Code and where pressure requirements as determined by ro ci ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z. 2. All interior and exterior perimeter surfaces of the window must be caulked. 3. Anchors shall be specified and spaced as shown Anchor embedment to base material shall be beyond wall dressing or stucco and into wood. I 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with I the architect, building owner, or contractor. I 5. Shims are optional. Maximum shim slack is 1/4". I 6. Wood bucks (by others) must be engineered and anchored property to transfer loads to the structure. Wood bucks shall be spruce -Pine -Fir. Wood minimum a specific gravity = 0.42 psi. 7. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection. J — 8. Flashing should be applied using the ASTM E 2112 method appropriate for the opening into which the window is being installed. r 9. Installation screws must be at least 1/2" from the edge of the wood. 10. This product complies with ASTM E 1300-04, 11. Use 100% pure silicone caulk compliant with AAMA 800 Section 1 - Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk, damaged wood, woad fibers, grease, oil dirt, rust, mold or similar contaminants. Vacuum and clean opening surfaces completely. A fully primed surface Is recommended, but not required. Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied. For more details see visit Simonton.com. 12.Coulk application: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry including the new window(s). Use a backer rod on all joints >3/4" deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/8" deep and make full contact with both the new window and structural opening surfaces. Silicone caulk should be forced into joint or compressed to assure full contact on both surfaces and to expel any air pockets, HAWINU NU.: DI ^aaiR STA M NT NI : Dimenelonal Tolerances STMONTON' B IN0141 This document Is the properly of Simonton Windows, which Unleee Otherwise Specified retalns all proprietary and other rights to Its subject matter. I Cuchmm Aumu 98Y, 10 /2e This document Is provided to the recipient on the expressed Y E A condition that It Is not to be disclosed, reproduced In whole or Prnnaxvu, WV 2fi41? part, nor used In conjunction with the design, manufacture or Decimals Angles SCALE: SHEET: fA;PP!-DATE: repair o/ goods for anyrme other than Simonton Windows FIT 1 0l 1 without its coneent. This restricllon does not limit the R A AR A: % 3 .OJ reciplent'e rights to utilize informotim contained In this .xx t 01 0' 30 min. document which Is properly obtained from another source. NI HTREATMENT. . Xxx 3 .005 e3-17 HORIZONTAL SLIDER n 2% BUCK NEW CONSTRUCTION INSTALLATION 6R K b..r,aB t e B¢it131Y,9WN'S aGGN1Affl18Pk Florida Product ApprovaldUSER: Public User Product Approval Menu > Product or Application Search > Application list e f7FFIt OF . S'ECAFTi1RY`'WIN Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 161.1 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Type Manufacturer Validated By Status FL161-R5 Revision Custom Window Systems Inc. FL#: FL161.1 Steven M. Urich, PE 717) 317-8454 Approved History Model: Guardian Hinged Door Description: Guardian Hinged Door w/Glazed Insert. Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Approved Oy t o P W,.,.w ...,r.. - Contact Us:: 2601 Blair Stone Road Tallahassee FL 323_99 Phone: M-487-1824 The State of Florida is an AA(EEO employer. Cmriaht 2007-2013 State Of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487A395. -Pursuant to Section 455.2751), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. Theentailsprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., pleasedickheerre. Product Approval Aocepb: 99 ®"`_ M VILD/ Credit .. Safe 41.G11I'l1; t1l l}LICiS' 1 7 - 1 7 2 5 i In BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff 1 BCis Site Map Links i search Florida Product ApprovalrUSER: Public User Product Approval Menu > Product or Application Search > application List > Application Detail i FL # FL161-R5 s Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 jlathrop@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code A 161. R5 COI EvalReo CWS-176E (Guardian Door).pdf Year AAMA/101/I.S.2-97 1997 ASTM E1300-04 2004 Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 summary of Products FL # Model. Number or Name Description 161.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Not for use in HVHZ. Primarily used with Screen Rooms. Installation Instructions FL161 R5 II CWS-176E (Guardian Door) odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evalnwtion Reports FLt 61 R5 AE EvalReo CW5-176E (Guardian Door) odf Created by Independent Third Party: Yes 161.2 Guardian Hinged Door Guardian Hinged Door w/Solid Core. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Not for use in HVHZ. Primarily used with Screen Installation Instructions FL161 R5 II CWS-242D (Guardian Door - Solid Core).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL161 R5 AE EvalReo CWS-242D (Guardian Door - Solid Core). df Created by Independent Third Party: Yes Rooms. Back Next Contact Us :: 2601 Blair Cone Road Tallahassee a 32Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Cocninaht 2007- 013 State of Florida :: Privacy Statement :: AccesplAt t Statement :: Refurid Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response tapublic-records . equest, doequrstm to Sectionelectronic mail to this entity. Inroad, contact the office by phone or by traditional mail. If you have any questions, please 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaikprovidedmaybeusedforofficialcommunicationwiththelicensee.. However email addresses are public record. If you do not wish to supply a personal address, pleaseprovidetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determine if you are a licensee under Chapter 455, F.S., please dickhere . Product Approval Accepts: W Fog --- . PRIME DOOR - NON -IMPACT SHOWN WALUM. SINGLE HUNG) TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS........1 CONFIGURATIONS.................................2 SECTION VIEWS.....................................3 BOM & EXTRUSIONS ..............................4 ANCHOR SCHEDULE & NOTES.............5 INSTALLATION DETAILS ........................6 37 1/ " IOVERALLWIDTH GENERAL NOTES: am' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED Il 1qll/Q3( WINDOW SYSTEMSTOCOMPLYWITHTHEFLORIDABUILDINGCODE (FBC). CURRENT EDITION. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) W W W.CWS.CC 3. CONFIGURATIONS: OUTSW ING, LEFT OR RIGHT HINGED. 1000 ALUM. 4. DESIGN PRESSURE RATING: DOORNEGATIVEDESIGNLOADSBASEDON, TESTED PRESSURE AND GUARDIAN GLASS TABLES ASTM E-1300-04, NON -IMPACTPOSITIVEDESIGNLOADSBASEDON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES mASTME-1300.04. 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED N co r IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR o o p DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD Y i w o iANCHORCALCULATIONS. w a m 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE TYP.) SYSTEM IS REOUIRED IN WIND BORNE DEBRIS REGION. m LL LL m O 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT v E O 0 USED AT ALL FRAME JOINTS. pv N Z W Cr.W WS a a z CL TYP.) tu Ft U 0 n o MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 37-1/4" x 81" 40 PSF NONE ptyp J Jt No 58201 Lucas A. Turner u o 2015-04-27 90; sraTE of ; 4U 20:51-04:00 IFS•.<-OR1 P `,.•' is/O YA G z 4/27/2015 LUCAS A. TURNER, P.E. FL PE /1 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-360-1574 GENERAL NOTES AND ELEVATIONS ADE 09/08/08 VG #: REV.: CWS-176 E ALE: -- —SHEET 1:15 1 OF6 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 27.314" MAX UNIT WIDTH 1000 ALUM. 231/2" GUARDIAN DOOR GLASS DLO NON -IMPACT 2 7o 2LU F Y G W 0 W H Q Q] 2U/Z U U 8 Z GLASS m m m O DLOcc o o O Nta- Qcc Z OA> W aMAX UNIT HEIGHT' 0 Sa wwN0mQZ V40REW'T,i2Cz00 Gp .CENSF:P iiGLOSS No 58201 '. STATE OF 4/27/2015 LUCAS A. TURNER, P.E. 2s" — — FL PE # 58201 GLASS DLO 1239 JABARA AVE. NORTH PORT, 34288 SH-3500 (SEE SEPARATE APPROVAL) PH. 941-380-1 574 ALL GLAZING DSB TEMPERED MIN. SHEET DESCRIPTION: DOOR CONFIGURATIONS DRAWN BY: DATE: ADE 09/08/08 DWG#: REV.: CWS-176 E SCALE: SHEET 1:10 20F6 llli!il'fl. 1193) ALT, THRESHOLD (1186) SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 9, 11, 17-19, 24-26, 31, 36 ALT. THRESHOLD (1126) INTERIOR 056090mmWINDOWSYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT 0 SECTION VIEW B-B 0% 140 RE W t No 56201 a 1 cc 13% STATE OF :tU Ol\` 1- 5-1 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SECTION VIEWS THRESHOLD DESCRIPTION MAX. POS. DP 1126 1186 BUMPER THRESHOLD STANDARD THRESHOLD NONE 40 1193 SADDLE THRESHOLD NONE E 176rSCALE: NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED.2 09/08/08 v.: E SHEET 30F6 6 CORNER KEY - S-1002 31 P-3531 18 x 3/8 PHIL MA I Z5Ma 32 P-3214 BUGSWEEP TEAM PLASTICS PLASTIC 33 S-1300 ADJUSTABLE SWEEP KEYMARK ALUM 2 3/8" — 34 P-3367 DOOR STRIKE YALE SS SS L 3/4" 1/16 35 P-3368 DEADBOLTSTRIKE YALE 36 P-3612 8 x 1-1/4 QUAD PAN W/ 1/4" LEAD FASTEC STEEL i 13/16" I 37 P-3776 BACKER PLATE ALCOA ALUM 1 LINE ITEMS NOT USED: 2, 4, 20-22, 27, 30 j OUTSWING HEAD S-1377 NOTE: SINGLE HUNG B.O.M. NOT SHOWN, SEE SEPARATE APPROVAL. 2 15/16" — 5 1 1/2" 1/16" STANDARD THRESHOLD 3-1186 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 4 DOOR CORE - H-1001 2 3/8" — OUTSWING JAMB S-1374 r- 3 3/8"-- 87" -0 1— 1l16" BUMPER THRESHOLD S-1126 36 OUTER FRAME ASSEMBLY 11 PANELFRAME ASSEMBLY 2 5/8' 1/16" 1 3l16" I 33 ADJUSTABLE SWEEP S-1300 3 7/16" L SADDLE THRESHOLD S-1193 THRESHOLD DESCRIPTION MAX. POS. DP 1126 BUMPER THRESHOLD NO 1186 STANDARD THRESHOLD 40 1193 SADDLE THRESHOLD NONE NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 0=90m WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 1000 ALUM. GUARDIAN DOOR NON -IMPACT g cn LL LL m 0 v o O In N N Z w am cc g O cr a a w d 0 0 NO w a o woc ED 00 GEAISF i r l• No 58201 pO: STATE OF :BUJ1. z:Z- 4/27/2015 LUCAS A. TURNER, P.E. FL PE 4 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 09/08/08 UTG N: REV.: CWS-176 E ALESHEET 1: 2 4OF6 12 3/4" MAX 6" MAX. (TY 6" MAX. (TY 17" MAX. O.C. TYP.) INSTALL ONE #8 ANCHOR THRU EACH HINGE INTO SUBSTRATE (TYP ANCHOR LAYOUT NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. DOTE 2 JSTALLATION NCHOR (TYP.) INSTALL TWO #8 ANCHORS THRU STRIKE PLATE AND DEADBOLT STRIKE PLATE INTO SUBSTRATE (TYP.) 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONTRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THESTRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS). FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT U U Ommm v o O co N ¢ Z W ccWS g a a z a Lu V! D ¢ O litiuftlp1OREW llo E9.C NSF :Qy No 58201 9 , STATE OF mow'+ 41 27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES ADE I 09/08/08 CIS-176 E ALE: SHEET 1:20 5 OF 6 MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTI SEE TABLE 1 PERIMETER SEALA BYINSTALLER INSTALLATION ANC SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTAL INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BYINSTALLER SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST, SEE TABLE 1 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 4" MAX. SHIM INTERIOR SEAL OR SET IN CONCRETE OR MASONRY a MIN. EMBEDMENT a Q SEE TABLE 1 CVERTICAL SECTION TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1" 1.1/8" CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" 2XMIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1.3/8" 1/2" 0.045" ALUM. (6063•TS MIN.) OR 0.045" STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.045" 1/2" HINGE AND STRIKE PLATE ANCHORS 2X MIN. SOUTHERN PINE (G=0.55) 8 WOOD SCREW 1.3/8" 7/8" MIN. EDGE DIST. SEE TABLE 1 INTERIOR 1/4" MAX. SHIM — HINGE/STRIKEPLATE - MIN. EMBEDMENT HINGE/STRIKEPLATE I MIN. EDGE DISTANCE SEE TABLE 1 SEE TABLE 1 MIN. EMBEDMEN HINGE/STRIKE PLATE SCREW SEE TABLE 1 SEE TABLE 1 _-- INSTALLATION ANCHOR — SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 SEALANT BEHIND - —PERIMETER SEALANT FLANGE BY INSTALLER BY INSTALLER CB HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM ANCHORAGE AS SHOWN IN TABLE 1. 0 ®m WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 Www.Cws.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a0 m 0 LL LL m V O N N !L Z cc ac W W E 0 a a w 0- G U D a ¢ O X 4/2712015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380- 1574 INSTALLATION DETAILS ADE 09/08/ 08 VG W: CWS- 176 E ALE. SHEET 1: 2 6OF6 RECORD COPY HThissunroomhasbeendesignedinaccordancewiththerequirementsofthe2014wwDow & DOOR scr>EDu, EFloridaBuildingCode, Fifth Edition - Residential, Chapter 3, Section R301.2.1. The following wind load requirements, in accordance with 2014 Florida Building Code, (Kitchen) GivingArea w-, = 57" x 62"Glass WindowFifthEdition - Building, Chapter I6, Structural Design, Section 1609 and ASCE 7-10 were employed in the design of the structure: -,— w-2 = 66"x 62"Glass Window6068DoorUltimateDesignWindSpeed (Vult): 140 MPH (To Remain) 4s" x 62" Glass Window3-Second Gust Wind Speed (Vasd): 108 MPH - Risk Category: Il D-I = 36"x so" DoorWindExposureCategory: B Applicable Internal Pressure Coefficient: +/- 0.18 (Category III Sunroom) Design Pressure for Exterior Components & Cladding: 14'-0" D , NOTE: Walls = +18.0/-20.9 PSF - l.) All Doors & Windows To Be InstalledRoof = +6.8/-21.2 PSF Proposed Cat. III Sunroom Per the Manufacturers Specifications 2.) M.E.P. By Others, If Applicable 4' 0" W-1 CW ,-1 W_l 24'-0" U REVIEWED FOR CODE COMPLIANCE ob WIND LOADS ON EXTERIOR OPENINGS Proposed Floor Plan PLANAWIND LOAD WIND LOAD B MI ER chi a OPENINGSIZETOTALTOTALPOSITIVENEGATIVELENGTHOFLOADPERLimAREA LOAD WUCK ATTACHMENT FT OF BU % Ft. 2)._ (Lbs.) (PSF) ---- (PSF ._ ate) iLB pe. FT.i DATE w Window4-9' x 5-2' 24 8 888 20 8 27 2 181.08 44 ndow 5'8 x 5-2• _ 28 4.... 773 20.8 Do. o..r ..3-0.." x e''-8• ___. ... 2.0...0.. 544 ............2 1908 Window 4'-0•x 5-2" 20.7 582 08 172.08 - _ 349 27_ ... 9 SION 208. _.. M V] 27. 2 33 0 ext 1) For erior windows use 1 x4 P.T. buck on jambs and heatl use 2x4 (Min ...... 2) For exterior doors) P.T. buck on jambs and head A PERMIT ISSUED SHALL BE CONSTRUED TO BE A o LICENSETOPROCEEDWITHTHE , 3) For garage door use minimum 2x8 P.T. buck for jambs and required spring pads. WORK AND NOTa AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 4) Ptoideenoughfastenersoftusedto.......... ype equalor exceed stated loads on table _ _ _ Fasteners are required no closer than 2' or more than 4 from ends and spacetl - rn equal ndistancesiowbalanceofbuck ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL Mrmmu1.m fasteners br top buck is 2 — CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT — — MinrtumfastenersbrsWebuck is 3 ... THE BUILDING OFFICIAL FROM THEREAFTER Approwd Fasteners 3/18 Tapcon with 1../ penetration 230 lb of holding power. - REQUIRING A CORRECTION OF ERRORS IN PLANS, Tapcon with 2' penetration=,360lb of holding power. ' .. -- Existing Concrete (TYP.) CONSTRUCTION OR VIOLATIONS OF THIS CODE i. .! .._......_. ..._......._ Sea manufacturers specification for required fasteners to attach garage door, entry door; ti pao doors andwmdowsto bwlding. Note: .. Ga rage door bucks^ shall be attached to studs with 3/8 xd lag bolts. Spaced ..... ....... ...... .. each 24 o c with minimum of 3 bolts. _ 1) #5 Dowel @ 4'-0" O.C. (MAX.) w/ 6" (MIN.) Embedment Into Existing Footer Using Simpson — S.E.T.- XP Epoxy & 12" (MIN.) Projection Into _ 10'-0Concrete (TYP.) 2) #5 Dowels w/ 6" (MIN.) Emb. Into Existing on N Footer Using Simpson S. E.T.-XP Epoxy & o rn d, — c e 25" (MIN.) Lap w/ New Footer Steel (TYP.) c o 11 n o 4" Concrete Slab with Turndown Footer a a. 0 w/ 6x6 - 10 10WeldedWireMeshOr ¢X Fiber Mesh Crack Control Over 4'-0" ,° r 4I ro°..0. o x P. Compacted Sand Fill •! I _ ° o ' J w a. U .> 0 O o0 o nA ConcreteSlabwith Turndown Footer TYP. 12" ( ) Q N a a Material List: 6005A-T61 Alloy ' 24'-0" 1" x 2" x 0.044" Open Back 12" 1 (2) #5 Bars Continuous 2" x 2" x 0.044" Hollow w/ 25" (MIN.) Lap ( TYP.) 2" x 4" x 0.050" Hollow Section AA Foundation Plan 2" x 4" x 0.046" x 0.100" S.M.B. 3" x 0.024" Composite Roof 6-Ap, Notes: DATE: 1. There shall be no debris or roots within the foundation. 2. The foundation shall be a minimum of 2,500 p.s.i. concrete 6 7 17 over 6-mil. vaporbarrieronclean, well compacted termite treated soil. 3. 2,000 P. S.F. (MIN.) soil bearing capacity. . PAGE: 1 of 3 Scale: 114 11 = 2' 2" x 4" Edge Beam 2" x 4" Attach 1" x 2" To Girt Usin 4) #10 x 1-1/2" S.M.S. (M. Into Screw Bosses (TYP.) Attach I" x 2" To Base Plate Using 2) #10 x 1-1/2" S.M.S. (MIN.) into Bosses (TYP.) Existing Truss (TYP.) ttach 1" x 2" To 2" x 4" Using 4) #10 x 1-1/2" S.M.S. (MIN.) into icrew Bosses (TYP.) o 2" x 4" Using #10 x 1-1/2" MIN.) @ 18" O.C. & 4" From right (MAX.) (TYP.) Tapcon w/ 1-3/4" (MIN.) Emb. Into Solid icrete @ 18" O.C. & 4" From Each fight (MAX.) (TYP.) Concrete Foundation (TYP.) Corner Detail Attach Fascia to Existing TrussTail Using 2) 3/8" Diameter Wood Screws w/ 2-1/2" (MIN.) Thread Penetration Per TrussTail (MIN.)(TYP.) 3" Composite Roof (TYP.) NOTE: Provide Additional Flashing As Necessary y Attach Roof Panel to Header Using 1) #10 x 1/2" S.M.S. @ 8" O.C. (MAX.) Top & Bottom (TYP.) Header To Fascia Using (1) # 12 Caulk All Exposed Screws Wood Screw w/ I" Washer & 1-1/2" (MIN.) Thread Penetration 3" x 0.050" Aluminum Header @ 8" O.C. (MAX.)(TYP.) Roof to Fascia 3" Composite Roof See "Roof to Edge Bf for Roof Connection 2" x 4" Edge Beam 2" x 2" x 1/8" Angle (TYP.) 1" x 2" Open Back 1/4" Tapcon w/ 1-3/4" (MIN.) Emb. Into Sol Concrete @ 18" O.C. & 4" From Each Upright (MAX.) (TYP.) 1) 1/2" L.D.T. w/ 3.5" (MIN.) Embedment Into Solid Concrete with 3" (MIN.) Edge Distance - Each Side (TYP.) Attach Roof to Head - T' 1/4" x 4" Lag w/ I-1, Washer @ 8" O.C. (I Caulk All Exposed S Upright Detail Roof to Edge Beam(s) Attach Header to Upright Using 4) #10 x 1-1/2" S.M.S. (MIN.) Into Screw Bosses (TYP.) x 4" Chair -Rail (TYP.) Attach Girt to Upright Using 4) #10 x 1/2" S.M.S. (MIN.) Each Side - Top & Bottom (TYP.) Attach Base Plate Upright Using 4) #10 x 1-1/2" S.M.S. into Screw Bosses (TYP.) Concrete Foundation (TYP.) 2" x 2" x 1/8"Angle Fastened to Column Using (4) # 12 x 3/4" S.D.S. Per Side (TYP.) oof Panel (TYP.) Edge Beams Scale: N. T.S. REQUIRED INSPECTION SEQUENCE IMP# 25 BUILDING PERMIT Min Max ®.n Descri 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 CJ 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) Address: 2 IL F 4t-13 c tZ IEL EGT RJCA'L .P. E RM'I Il - min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Ins ection Descri Lion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final REVISED: June 2014 21 CITY OF SANFORD UG 0 8 2017 BUILDING & FIRE PREVENTION kl PERMIT APPLICATION BY Application No: 1 1 -2 S Documented, Construction Value. $ Job Address' Historic District: Ves r] No 71 idResen -1 Parcel TD: tiAl Commercial F Type of Work: New r] Addition AlterationEl RepairEl DemoF1 ChangeoffseEl Nio-veEl Description of Work. :L,-st-A (7-) P, F. Plan Review Contact Person: Title: Phone-. Fax: Email Name n 5 Phone: 4tv-414-_1 1 esloenj of property?4reet: 7- Lt;. 2- S City State Zip,. tontractor, Information Name Phone: 3-'O'T —5 Fax: Street: S22- R---i 42-1- 7 t73State License No City, StateZip- --P-4 Architect/Engineer Information Name: Phone: Street: Fax: -- City, St, Zip: E-mail: llondiitg Company: Address -- Mortg gage Lender: Address: — WARNING TO OWNER-. YOUR FAILURETO RECORD A NOTICE 01" CONIMENCLAMENTMAY kESU,I,'I'I-N YOUR PAYIN(; TWICE FOR IMPROVEMENTS TO YOUR Pltopf',RTY. A NOTICE OF COMNIFNCEMENT MUST BE Tiff,F IRSTI. NSPECTION. IF YOU INTEND TO OBTAI"N' RECORDEDAND POSTED ONTHEJOBSITEBEFOREvK'-kNCING, CONSULT NNATI- I YOUR LENDER. 011—AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Applitation is hereby made to obtain a permit to do the work and installations as indidated. I certify that no work or installation has cornmenced prior to the i§s uance of a permit and that all! work will be pci-fornicd to ineet standards of al'Llaws regulating construction ill this illrisdiction. I I understand that a' separ.ate peir-mit must be secured for electrical work, phimbing., signs, wells, pools, furuaces. boilers, heaters, tanks, and air conditiouer*s, etc, G -ti-n and the c0fle in eflect as of that date:-- )" I Eilition (20 4) F1oridaBuilding Code FBC1053 Shall be inseniJedwith tile ale () alv C 4 \ f>ermit Revised: hine, 30,2015 NOTICE: In addiction to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty; and there ratty be additional permits requixed from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is veri;Eication that I will notify the owner of the property of the requirements of Florida Lien Law. FS 71 3. Vile 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 coilstruction 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. OWNERIS AFFIDAVIT: I certify that all of the foregoing information is accurate and that all workwill be done in compliance with all applicable laws regulating construction and zoning. Sign turUurl}wncr,'rtgcnr Dale Prirt thuneriA;ent's.Nante Sirtr. tureoi'Nown Sateot Floridt7are OwneriAgent is Personally Known to Me or Produced ID Type of 1D -- Sign .re or,,tr-ac odA g.enl ace Print C' ontrncaortAgenCs Name ixinaturc 0MOLary- State of] [or ida rate. Contractor/Agent is Personally Known t Me. or Produced LDc/` Type of ID Permits Required: Building Electrical Mechanical plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: N[ in. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - 4 of Amps Plumbing # of Fixtures__ Fire Sprinkler Permit: Yes No # of Heads _ Fire Alarm Permit: Yes Q No APPROVALS: ZONING: ENG I I E.EPUNG UTI l_ IT IES : FIRE: WASTE WATER: BUILDfNG: Reviscd: Jun 30,, 015 PennitApplication A CERTIFICATE OF LIABILITY INSURANCE DATE(MMlDD1YYYY) F8/7/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. if SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,, certain policies, may require an endorsement. A statement on this certificate does not confer rights to 'the certificate holder in lieu of such endorsements . PRODUCER-' The Insurance Shop, LLC 3809 South Providence Rd Columbia, MO 65203 5064979 CONTACT Jessica KramerNAME. PHONE 573-.445.5535 acNo888.583.3110 aooREss:7essaca insurances opl c.com INSURE S AFFORDING COVERAGE NAIC# INSURERA: Markel Ins CO INSURED All Pro Electrical Contractors.:, LLC 2910 Nicholas Lane Apopka, FL 32703 INSURERB: INSURER C: INSURERD: INSURERE; INSURER F: COVERAGES GChtnFIL:AIt INUIVIOr-M — -- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVEFORTHE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTi.FICATE MAY BE ISSUED OR MAY. PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALC THE TERMS, EXCLUSIONS. AND CONDITIONS OF"SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS LTRTYPE OF INSURANCE AUUL INso wvo POLICY.NUMBER MMlDQIYYYY. CYEFFMMrDDfYYY LIMITS. COMMERCIAL . GENERAL LIABILITY CLAIMS MADE E] OCCUR. EACH. OCCURRENCE.. DAMAGE 10 KEN ILL) PREMISES Ea occurrence _ - 5 MED. EXP An one' erson PERSONAL :& ADVINJURY GENERAL AGGREGATE s GEN' LAGGREGATE LIMI.TAPPLIES. PER: PRO- n LOC POLICY JECTOHER'- AUTOMOBILELIABILITY ANYAUTO OWNED.. SCHEDULED AUTOS: ONLY AUTOS. HIRED: - NON•OWNED. AUTOS ONLY AUTOS ONLY PRODUCTS-;COMP/OPAGG COMBSINGLE Eaaccidentldentl - BODILY INJURY (Per person). S. BODILY, INJURY (Per accident) S PROPERTY DAMAGE Peraccident) A UMBRELLA LIAR EXCESS LIAB CLAIMS -MADE N/A mwco08182203 7/ 23/2017 23/2018 EACH OCCURRENCE S AGGREGATE S. HOCCUR PEALITEEORH _ DED' RETENTION WORKERSCOMPENSATION AND EMPLOYERS'LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERMiEMBER EXCLUOEOI Y Mandatory in NH) If yes, descntie under E RIFT F.P RATI N below E.L. EACH ACCIDENT 100, 000 E.L. DISEASE - EA EMPLOYEE S, - r 000 I _ L LIMIT 50 0 , 00 0 DESCRIPTION OF.OPERATiONS l LOCATIONS i VEHICLES (ACORD 101, Additional Remarks Schedule; maybe attachedif more space is required) city of Sanford 300 N Park Ave Sanford, FL 32771 SHOULD ANY OF THE ABOVE DESCRIBED POLICIESBE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WLL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE n i9RR-9n15 ACORD CORPORATION. All rights reserved. ACORD25 (2016/03) The ACORD name and logo are registered marks of ACORD All Pro Electrical Contractors EC #13003325 Name / Address Sarah Stevens 216 San Fernando Ct. Sanford FI. 32773 Estimate Date Estimate # 7/27/2017 1225 Project Description Qty Cost Total Sunroom ******** Supply & install (1) 15 amp 20 volt circuit for lighting & receptacles Supply & install wire & outlet boxes for (2) paddle fans with continuous power Assemble & install (2) new paddle fans ( paddle fans supplied by home owner) Assemble & install (1) new wall mount light fixture ( light fixture supplied by home owner) Supply power for (3) existing wall receptacle outlets Back of House ******* Supply & install (1) tamper resistant / weather resistant GFI receptacle outlet Process permit & schedule inspection Labor & Materials 1,065.00 1,065.00 We look forward to working with you. Total $1,065.00 Customer Signature