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132 Meadow Blvd; 17-2379; REPLACE DOORS (2)CITY OF SANFORD yi BUILDING & FIRE PREVENTION AUG _ 2017 PERMIT APPLICATION Application No: gY: Documented Construction Value: $ Job Address: /%%[Q%/, & Historic District: Yes No Parcel ID: 3_S- 19 - 3d 5QR-(XYT)-Q2_L10 Residential Commercial Type of Work: New 1-1Addition Alteration Repair Demon Change of Use Move Description of Work: RPUIQ p 'b (S S 1 21z_ t"),r- S 1 7 . Plan Review Contact Person: J-QAV/ _a_ UCl )&An Title: {`, i 1 Phone: -q D9 4 6(3 Fax: Email: Jp=i am' G ITV s Cit I P Q i I. Cn/1i Property Owner Information Name /l Phone: _)71 - 3qn- % ,-2.35" Street: ea 0U Resident of property? City, State Zip: SQ Vr - L 3 Contractor Information Name 1 AS C-OL, t Street: 3 O City, State Zip: Phone: '-f C)?^ 42 - FL 97 Fax: State License No.: N C) -5 ( 2 ( 2 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: 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. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is ccurate and that all work will be done in compliance with all applicable laws regulating construction zoning. Signature of Owner/Agent Date Signat of Co a o/Ag t Date Print Oer/Agent's Name Print Co tractor/Agent's Name SUZANNE BALTZLEY Notary Public - State of Florida My Comm. Expires Dec 2, 2017 Commission 8 FF 074100 Owner/ Agent isP w Produced ID SUZANNE BALTZLEY Notary Public - State of Florida My Comm. Expires Dec 2.2017 fiommission M FF 074100 Type of ID (L Ill Produced ID v 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: ' 14- I I Revised: June 30, 2015 Permit Application SCPA Parcel View: 33-19-30-508-0000-0240 Page 1 of 2 Property Record Card 134' cF j Parcel: 33-19-30-508-0000-0240 70PUMA Owner: FELTMAN LOU ANN siur+[tcxhw-trv,.cWratan. ! Property Address: 132 MEADOW BLVD SANFORD, FL 32771-3692 Parcel Information Value Summary Parcel; 33-19-30-508-0000-0240 j W j Owner I FELTMAN LOU ANN Property Address 32 MEADOW BLVD SANFORD, FL 32771-3692 Mailing 132 MEADOW BLVD SANFORD, FL 32771-3692 Subdivision Name I MAYFAIR MEADOWS — Tax District S1-SANFORD M DOR Use Code 0130-SINGLE FAMILY WATERFRONT — — Exemptions 00-HOMESTEAD(2014) Legal Description LOT 24 MAYFAIR MEADOWS PB 29 PGS 31 TO 33 Taxes rTa:x,.n:,:Autharity__ outy General Fund Schools _ City Sanford _, __ SJWM(Saint Johns Water Management) County Bonds Sales ---- __ Description Date WARRANTY DEED 6/1/2013 WARRANTY DEED 12/1/1988 Find Comparable Sales Land Method LOT Frontage 2017 Wor king 20 16 Certified I j — Values 20lues ed Valuation Method Cost/Market Cost/Market Number of Buildings Depreciated Bldg Value i $105 593 $97 022 Depreciated EXFT Value i $200 $200 Land Value (Market) $25,000 z $25,000 Land Value Ag Just/Market Value $130 793 i $122 222 I Portability Adl Save Our Homes Ad/ $24 602 € $18 215 ' Amendment 1 Ad/ P&G Adj _ 7,$ 0 Assessed Value $106,191 $104,007 Tax Amount without SOH: $1,637.00 2016 Tax Bill Amount $1,272.00 Tax Estimator Save Our Homes Savings: $365.00 Does NOT INCLUDE Non Ad Valorem Assessments Assessment Value Exempt Values Taxable Value mm $ 106,191 _ $50,000 ?, 56,191 106 191 $25,000 81 191 106,191 $50,000 _.._-. 56,191 106,191 $50,000 , 56,191 106,191 $50,000 -- -_ _ __ 56.191 Book Page j Amount Qualified Vac/Imp 08066 0817 a $ 124 900 Yes Improved 02030 0537 $68,000Y Yes Improved Depth — Units 0.00; 0.00 1® Units Price Land Value 1®;$25,000.00 25,000 Building Information w-.v_ ___ _ _ _ _._ __-..... .__ .... .- _ .., _..---- .--__ Bed/Bath count incorrect? Click Here i Year Built — d i Description Fixtures Bed Bath Base Area Total SF Living SFExt Wall j Ad' Value Re I Value ` Appendages i—® Actual/ Effective j g ( 1 P ; 1 SINGLE 1988 7 3 2 0 1,337 1,7671,337 SIDING GRADE 3 $ 105,593 $ 119,992 Description i Area FAMILY 12.00 F a http:// parceldetail. scpafl.org/ParcelDetailInfo.aspx?PID=33193050800000240 7/24/2017 t % F06- (L 3020 Mere Drive 7711 Anderson Rd. Orlando, FL 11808 Tampa. FL 33634 407)770-0183 WINDOWS & DOORS (813)514-9490 wtawr.fnSwd.et)rn hltLic fCGC1518212 6wc, rbe o,ocu.t M du. Prten. c, dew inrdhtca, Lt<2 alrtr 1111-1 1—to Buyee m414w -ras +ah FAS ital , k Dwrs, Lrreinalar refcned to all (rlSA+p ti inch :rli alwelials Iicted b P. RSr tc c/ata ar n,os rx I,dmt Is there, a. Hornco rrs Association? Yes ;; Mo G=( oll ?c•{ r '. i1 l r•: ny Saaa f apt Congratulations on Your purchase of the finest home improvement products in the industry today! Below are the names and contact information of key people involved with your purchase. We believe that communication is the pathway to success! Please contact the people below at anv time re[tardinL trour purchase andior installation. Installation Customer Care, You will be contacted by a t 1 [tier o . our Instaihucn r sm to discuss the In the et nl that you h tie any questions or cancer re +tarninc the wind(+v or door flu to ill : installation please do not hcsilatr_o craniact e:! 7r ,into I. Conan, receipt of your eontr u.' and re It specifications. I roduCtiou C rdo'! o' at) or ,P Sr' _ your Production 2. S h dole a um for the ticht me r ore Mana€ r at e 7 J . If you 11M that w d ill ifrer nn any 3. I eruily an approximate installation start or delivery dale (,four promises to you p1case contact its at 6 d. An.,,,cr anv concerns yen Wady have related to the project. 0 Install fickUp Deli—, Loa,' -a Mr."t haMrLa Misd 1 Quantity 4{. =tmcn:nT I 'aeries i Srvl< Color Gods t kx'ns t 1.. i Lin: '.r.t,, t I e i Please read the jellowing hold ape and initial corresponding Line. 1 Bill doors are non -finished. Failure to paint or stain doors in a timely manner mm affect your rights under the manufictm'cr's warranty. Not Applicable Buyer initials: Verbal understandings. and agreements with representative shall not be binding. All understanding .and agreements must beset forth in writing in this Pontract. t understand and recognize all terms and conditions on the front and reverse of this contract and am initialing to indicate my complete understanding, Buyer initials: 11URRICAi' I- PROTECTION 1. acknowledge that l am the owner of the residence and have contracted with FASMT) to replace windowsldoors. Thihome is located ip au impact zone and I have existing burricatm protection equipment that complies with local jurisdiction. hASWD will not be liable if my existing protection equipment is deemed inadequate by the local government inspector after my windows are Installed. In the event that my hurricane protection equipment fails inspection. I understand that FA.SNVI3 will supply appropriate materials at a cost to me of S375.0(! per opening. I am initialing to Indicate my' no fete understanding. Not Applicable Buyer initials: 09Id: The warranty provisions as stated on the reverse have been explained and UG!'c understand them fully. Additional provisions and warranties arms fed an the reverse side and are part of this contract. Buyer initials: TIt, ' ro, kt PRICE le I '}Jabo ,k tat n is{ lucnneaac al fable mscaanU.is SUBTO`I':A L: J relies: ",_r.. mttb bycrl to if,, ep oval of I 1'1?rn CeditAPpr alCcule _ 7_.l TA .(DF;t.I b.ERYOR PICK UP O':L11 L Credit CnrdlPiuit-1 .ua credit ctdinlornwl-ma 'I coil GRAtiDTOT,IL C:u1=Irinal Payn t -able ttl Ib•; epnn a,rlPl Cwt) D EPOSpr REQUIRED: fray it i dt ra n I t is yf to ed in a co ci x n ,n roc rd f ', :, Cr r r tact - p- t trot Ili A 3.AESS U HFP t,Or` B r(sI Wve laae. n d d,cir rat t l thi of nt 1 k a a rd;oaeialv e a t. -pc ntth Ceaciala and tnlc_a aaucn p., d' i s ue i u.tood .h,,u the Bay r is ready for rk to Fi r yao, it. R t ,c (} n rir loa •ei alas arras one, at any um p nor to robb agiu or the third flat ahcr the data of this trap acts a, Sevultare arrived below ach as .r orcipt that t—ells) reco"d appropriate cancepadon farms Ste re+crse safe for debt, FS\VD BUYER o.+r1 fan ; vrnr n I t N 1 B rf fm, v,.a- G nl't La: IArtt i\ 1 use a l Iru 1m, ila m- 11 doesr let lerillikiae a volid told hinding C c n n t ter alv pap rani—, and urail it e ju 1 rni lcleptcj h: n auth u d reel a t e l F l SN D All asdc al Ihsbe led upon the l.te,tcuutd la tin. lino seta u; tr up- tiled U.thelastot,.xork. or productsarern.d torcca<+u Past due anuvnts art sublcct I harkharge of 1 M+,, P ra a m,1 ire 1 the dov rlmfiry,, g. r F tS&D all e ,[1 or nfr-,,cr,t or Ili non -ncf ding z1 gal 1 anon Ices 1 tl or n 1r a 1 .,,sort i r d as a Pat, -,r lac "Iloeton prex s Ibis -.ot n t ard tF - ilp—n..rt foe credo, d rn}, shall e -soil e ha cirair, "g-el"a ho"'. Il, It ei . Hh sh enlim agrtcru.m and..pe' ifi.la m shall out 1, "It—d ,,-u,diri ezccps by cram --meal acrr.xn the p-alic. 1-ta , IN fit(: EVENT THIS CONTRACT IS `JUT ACCFI [ED BY 1SWD ANY i \MINT MADE Hi RftNDI_R SII. LL RE REFUNDED'10 NIE BUYERIS) AND TH.E Ct)NIRACr SHALL HE NULL AND VOID AND 01 NO EFFCC I. FASND IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL DEFLCT.S. DRY ROT CAR CODE VIOLATION- REPAIRING, I t.ASTGPING. CARPFN'TRY AtiD1OR DECORA-IrING ARE \pT INCLLDFD L;'+[LESS SPECiFICAiLLY CHARGED FOR AND SPECIFIED IN WRITING HEREIN, While Copy- (Office) Canary Copy (Production) Pink Copy (Bu)er) Prepared Bye `• 1111111111 HIP 1111111111111 Return to: FAS'r1D, LLC I 3020 Nrerc' Dr. Orlando, FL 32808 GRANT i1taL0'i r 5Et1TNC1LL :l I iaT CLERK OF CIRCUIT COURT' ,r; C:>: NPTROL.I_ER OK 896-1 Ps u79 (11`9s) NOTICE OF COMMENCEMENT CLERK'S t 2017079101 State of F!ari RECORDED ii !t14;?Cli' lii 05 _i f'i'1 Count of RECORDING BEES $1i -00 I RECORDED BY tsm i th Parcel ID: _,3_ -3-19i - 3b—Sb C»(, 24bPermit : The undersigned hereby gives notice that improvement will be made to certain real property. In accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement: 1. Legal description of Property (and street add ss if available): i : Aft) rt_>'J 2. General description of improvement:_ ,1_ F-rn1` fo A I, n.. a. Ownername/address: b. Interest in property: q Q. c. Name and address of fee simple title holder (if other than owner): 4. Contractor Name and Address: FASWD. LLC 3020 MERCY DRIVE ORLANDO F 32808 Phone:4 7-770-0184 Fax:407-770.01 7 5. Surety —Name and Address: Amount of bond: $ 6. Lender— Name and Address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybeservedasprovidedbySection71A3(1)(a) 7, Florida Statutes: 8. In addition to him/herself, Owner d signates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes [Provide NarneMailing Address]: c i 9. NOC expiration date (one full year from the date of recording unless different date is 2x J- specified): w; 1 US WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE i OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION CIQ 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 L.7 i 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. 0 U- LJ , Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the f rqoing and that the facts stated in It are true to the best of my knoviiedge and belief. v Natural Person (or Owner's Authorized Oflice r!Director/Partner/Ma nag er) The forQgoing ins rum t ryes acknowledged before me this day of4,_,20 )7 by( print name of person) ast O npr-- (type of authority) for (name of party on behalf of whom instrumenivras executed). Personally Known -_-_ -OR. Produced Identification 4' J/ GARY OROIAN MY COMMISSION #FF089917 EXPIRES February 5, 2018 398- 0153 LIMITED POWER OF ATTORNEY Date: 'A-Z- 1 I hereby name and appoint l to be my lawful attorney -in -fact to act for me and apply fora permit for work to be performed at the location described as: Address of Job) LL Owner of Prop And to sign my name and do all things necessary to this appointment. a ure of Certified Contractor Scott A. Varga (QGQ1518212) Printed Name of Contractor and License Number STATE OF FLORIDA COUNTY OF The foreqoinq ins, rument was acknowledged before me this 7-day of who is personally known to me or ® has produced of identification) has identi ication. Notary PofF Suzanne Baltzley Print/ Type/Stamp Name of Notary Public Al- WI 20_[_7_, by type AN, In S LAQ koSUZANNE BALTZLEY Notar Public - State of Florida My Comm. Expires Dec 2, 2017 6 : 1' Commission # FF 074100 W093 WINVOWS & DOORS obID /l2o 06 Customer n Address LSL Al -ael DON'T FORGET *Mean Roof Height *Corners *Room IDS IAIJ OUDix > zCxPMxwM m ZOm ZCO GT-pn,!CnZD"l00 OOG7r-m<n0 MmO(nMr. OnD m F OO>Z(nn=03 0-XMZz=Q mo0w nmmn,3: t(PMKmDm a" iz=+"j70Zo c 0 nM= 7zO Om-0m9WMzD'zM( J) n N Lo Project Diagram - f— 1 32 7? 1 Sales Rep it F page 1 of 1 x BCIS Home Log In ! User Registration Hot Topics Submit Surcharge ! Stats & Facts Publications `; FBC Staff 1 BCIS Site Map Links j Search FI lida Product Approval FUSER: Public User Product Approval Menu > Product or Application Search > Apolication List > Application Detail FL # FL7612-R16 / ] 21,1 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 i:::J 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 Exterior Doors ) n ISV1 C Subcategory Sliding Exterior Door Assemblies 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 Year AAMA 450 2006 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7612 R16 Eauiv SimEx-PVC-Eciuivalencv Ddf Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved mary of Products CFL # Model, Number or Name 17612.1 06 OS Method 1 Option A 01/09/2017 01/16/2017 01/22/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 77x84 (+/-30 PSF), 71x80 (+/-35 PSF), 71x96 (+/-35 PSF), 95x80 (+/-35 PSF), 71x80 (+/-50 PSF) 7612.2 106-05 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 107x80 (+/-30 PSF), 107x80 (+/-45 PSF) 7612.3 106-05 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other: 71x116 Retrofit Installation 7612.4 106-05 Description ProRnish Contractor, ProFinish Master, Grand Estates Contractor, Therma Tru (VSPD) 2-Lite Sliding Patio Door Certification Agency Certificate FL7612 R16 C CAC 06-05 2P SGD (Fin) 71x80 R PG50.odf FL7612 R16 C CAC 06-05 2P SGD (Fin) 7I.x80 R-PG35 odf FL7612 R16 C CAC 06-05 2P SGD (Fin) 71x96 R PG35.odf FL7612 R16 C CAC 06-05 2P SGD (Fin) 95x80 R35.odf FL7612 R16 C CAC 06-05 2P SGD (Finless) 71x80 R PG35.odf FL7612 R16 C CAC 06-05 2P SGD (Finless) 71x80 R PG50. odf FL7612 R16 C CAC 06-05 2P SGD (Finless) 71x96 R PG35.odf FL7612 R16 C CAC 06 05 2P SGD (Finless) 95x80 R35.1)df FL7612 R16 C CAC 06-05 2PSGD (Fin) 77x84 R-PG30.odf Quality Assurance Contract Expiration Date 11/17/2017 Installation Instructions FL7612 R16 II IN0340 06-05 2P PD 2X.odf FL7612 R16 II IN0444-R6 06-05 2P 1X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL7612 R16 AE EvalReoort-IN0444-R6.odf Created by Independent Third Party: Yes ProRnish Contractor, ProFinish Master, Grand Estates Contractor, Therma Tru (VSPD) Vinyl 3-Lite Sliding Patio Door Certification Agency Certificate FL7612 R16 C CAC 06-05 3P SGD (Fin) 107x80 R PG30 ext 5).odf FL7612 R16 C CAC 06-05 3P SGD (Fin) 107x80 R PG45.odf Quality Assurance Contract Expiration Date 11/20/2017 Installation Instructions FL7612 R16 II IN0341 06-05 3P PD 2X.odf FL7612 R16 II IN0445-R3 06-05 3P PD IX.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL7612 R16 AE EvalReoort-IN0445-R3.odf Created by Independent Third Party: Yes Reflections 5300, Prism Ultra -Gold, VantagePointe 6100, Grand Estates Select, Sears 9300, Therma Tru (VSPD) Vinyl 2-Lite Sliding Patio Door with Transom (Retrofit Installation) Certification Agency Certificate FL7612 R16 C CAC 06-05 2P SGD w Transom (Finless) 71x116 R45.1)df Quality Assurance Contract Expiration Date 01/29/2022 Installation Instructions FL7612 R16 II IN0413 06-05 2PD w Transom 2X.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Reflections 5300, Prism Ultra -Gold, VantagePointe 6100, Grand Estates Select, ThermaTru (VSPD) Vinyl 2-Lite Sliding Patio Door (Retrofit Installation) MODEL DESIGNATION: Simonton Series 06-05 2—Panel Vinyl Patio Door MAXIMum OVERALL NOMINAL SIZE See Size Chart DFSK'N PRESSURE RATING: See Size Chart cABL E QOFIGURATION X0, OX GENERAL DESCRIPTION, The head, sill, and side jambs are extruded PVC: The wall thickness through which the anchor screw penetrates is a minimum of 0.157". j__jMAX O.C. SPACING 3" II---- SEE SIZE CHART. T m 2t? Wx w X Zl— CUNIT HEIGHT — — — DQ a a Of N U N_ C5 v x w INSTALLATION U1 ANCHOR I SEE TABLE 1 THROUGH KEEPER Lucas A. Turner 2016-06-16 13:55-04:00 r ` REV. k REVISIONS: 2 UPDATED SIZES PER NEW TESTING. 6/16/2016 LUCAS A. TURNER, P.E. 3 UPDATED AN NOTESFLPE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA ( 29779) 1239 JABARA AVE. 4 RAN 5 U A H N 1 ST R P 6 A L M TR -n ll1 NORTH PORT, FL 34288 PH. 941-380-1574 SED BY DATE: f. O.D. OB/25,:14 LMH 06/17/15 LMH 11/23/-15 LMH 12/04/15 MIN. EDGE DIST., SEE TABLE 1 SUBSTRATE BY OTHERS SILICONE CAULK SUBSTRATE SEE NOTES 15 & 16 MIN. EMBED. ISEEBY OTHERS BACKER ROD SILICONECAULKSEE NOTES 15 & 16 TABLE 1 INSTALLATION ANCHOR, SEE TABLE 1 BACKER ROD SILICONE. CAULK INSTALLATION SEE NOTES 15 & 16 ANCHOR 1/ 4" MAX. SHIM SEE TABLE 1 BACKER ROD MIN. EDGE DIST., THROUGH KEEPER INSTALLATION SEE TABLE 1 i/ 4" MAX. SHIM ANCHOR, SEETABLE1 HEAD 1 BACKER ROD MIN. EMBED., SILICONE CAULK SEE TABLE 1 SEE NOTES 15 & 16 JAMBS 3 SET SILL ON 3 EVENLY SPACED BEADS OF SILICONE CAULK WITH A 4' VOID AT EACH END SEE NOTES 15 & 16 SILICONE CAULK SEE NOTES 15 & 16 SUBSTRATE BY OTHERS SILL UNIT ' WIDTH 6. 000 6.000 6" b43.000 3.000WMAX. OVERALL FRAME WIDTH SIZE CHART nl n rK IRE STATEMENT This document is the property at Simonton Windows, which retains an proprietary and other rights to Its sueject matter. This document is provided to the recipient on the esprh..-d onditlon thatitisnottobedtsclosed. reproduced In whole o part; nor used in coopnetion with the design, manufacture or repow of goods for anyone other, than Simonton windows without its consent. This restriction does not limit the recipient's rights to utilize information contained in this document which is propeny obtained from another source. OVERALL N1DTH SIZE HEIGHT 0 C SPACING DPRATING 77' 84" 16 3/4" 30 PSF 71" 71" 80" 96" 15 5/ a 15 5 8" t35 PSF 95" 80" 11 5/8" 71" 80" 10 7 8"1 0 PSF SILICONE CAULK SEE NOTES 15 & 16 MIN. EMBED. SEE TABLE 1 MIN. EDGE DIST., SEE TABLE 1 SIMON`I' ON* B I Dimensional Tolerances Unl se O necified w a n 5' i Cachrana. Avcnuc PemnsM rn, WV 8415 AWN T. D.O. CHECKED Decimals Angles SCALE: SHEET: APPR D A t . 03 XX t . 01 0' 30 min. XXX 3 . 005 FIT 1 of 2 SERIES: 06- 05 2—PANEL PATIO OIX T TLE 1X BUCK INSTALLATION trODEL DESIGNATION: Simonton Series 06=05 2-Panel Vinyl Patio Door MAXIMUM OVERALL NOMINAL SIZE: See Size Chart ncclrN PRESSURE RATING: See Size Chart USABLE CONFIQURATIONS: XO, OX GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC:. Thewall thickness through which the anchor screw penetrates is a minimum of 0.157". i Aalc i ..,— ---- TYPE ANCHOR TYPE EDCEETE 2. KSI MIN.) 3/16" ITW TAPCON 1/8" OR GROUT -FILLED CMU MIN._. 3/16" ITW TAPCON 2CF MSUBSTRATESUBSTRATESOUTHERNPINEWOOD3/16" ITW TAPCON WTHREAD 7/85. SOUTHERN PINE WOOD to WOOD SCREW 7/8"5GE 0.060 MIN, STEEL 10-16 ITW TEKS1/2"33KSI YIELD MIN. SELF-DRILLNG SCREW 1 8 ALUM. 6063-T5 MIN.. OR 10 GRADE 5SEtF-TAPPING 1/2" F 1 STEM' 3fi KSI MIN. DRILLING SCREW 6/ 16/2016 LUGS A. TURNER, P.E. FL PE 0 58201 TURNER ENGINEERING & CONSULTING, INC. COA 1 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 REVISIONS: REVISED BY DATE: UPDATED SIZES PER NEW TESTING. T.D,D. ae/25{ UPDATED ANCHOR NOTES LMH 06/17/' SIUGONIE LMH 11/23,4 RAN SIZE CHARI& N 14 N LMH 12/04/' NOTES: 1.. This installation has been evaluated for use In locations adhering to the Florida Building Code outside the HVHZ, and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings an Other Structures do not exceed the design pressure ratings herein.. 2. For anchorage requirements in various substrates -see -Table 1. A minimum distance of 3' shall be maintained between any two installation fasteners. 3.. All interior and exterior perimeter surfaces of the window must be caulked. 4. Anchor type, size, spacing, embedment, and edge distance shall be as specified in these drawings. substrate, 5.. Anchor embedment to substrate shall be beyond wall dressing or stucco. For masonry openings with wood bucks less than 1-112" thick, embedment shall be beyond wood bucks, if used, and into masonry . Wood bucks with masonry are optional. 6. Wood or masonry openings, bucks, and buck fasteners, by others, shall bl properly designed and installed Transfer wind loads to the structure. 7. The responsibility for selection of Simonton' products to meet any applicable local laws, building codes, ordinances. or other safety requirements rests solely with the architect, building owner, or contractor. 8. Shims are required where gaps of greater than 1/16" exist between opening and. frame. Max. shim stack is.1/4". Shims shall be load -bearing and capable of transferring loads to the substrate. 9. When used In areas requiring Impact protection, this product requires the use of approved Impact resistant shutters or other external protection, 10. Sealing and Bashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening into which the product is being installed. Oaerall water penetration resistance of the installed product is not addressed in this drawing and is the responsibility, of others. 11. Glazing shall comply with ASTM E 1300-04. 12. All fasteners penetrating. into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals. Any dissimilar materials that come into contact shall be protected to prevent reactions in accordancewith code requirements. 13. A wind load duration factor Cd = 1.6 was used for the analysis of wood screws only. 14, ProductsshallbeconstructedasspecifiedintestreportsC5619,01:-109-47, C5620.01-109-47, C5622.01-109-47, D3268.01-501-47-rO, D3269.01 -501 -47-rO, 02892.01-50147-rO, C351 6.01 -501-47-rO anci D3264.01- 50147-rO, by Architectural Testing, Inc. 15. Use100% 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, wood fibers, grease, oil din, 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 visit Simonton.com. 16. Caulkapplication: recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces am dean and dry including the new window(sj. Use a backer rodonalljoints >314" 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. nSCI 0SURr 5IA1EhdENI this document is the property of Simonton Windows, which toins all proprietary and other rights to Its subject matter. his document I. provided to the recipient on the expressed iditlon that it is not to be disclosed, reproduced In whole o rt; not used in conjunction with the design, manufacture or repair of goods for anyone other than Simonton Windows without its wnsenl. This restriction does not limit the recipient's rights to utilize Information contained In this document which is Properly obtained from another source. Dimensional Tolerances Decimals Angles X 3 . 03 XX t 01 0' 30 min. XXX f . 005 g SIMONTON' ICccmn. Avcnuc Pc —,Win, W V 2641 s FIT — 2 0l 06-05 2- P 1X BUCK k wk BCIS Home Log In User Registration Hot Topics Submit Surcharge s Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product ApprovaldbaUSER: Public User i' Product Approval Menu > Product or Application Search > Application List > Application Detail is FL # FL12463-R8 Application Type Revision ~/ J 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method ProVia Door, Inc. 2150 State Route 39 Sugarcreek, OH 44681 330)852-1774 dean.martin@proviaproducts.com Chris Nolt christopher.nolt@proviadoor.com Exterior Doors an fiA S o-QA Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard ASTM E330 Method 1 Option A Year 2002 Date Submitted 09/29/2016 Date Validated 11/14/2016 Date Pending FBC Approval Date Approved 11/15/2016 Summary of Products Go to Page Page 1 / 2 0 FL # Model, Number or Name Description 12463.1 20GA STEEL IS DOOR !20GA STEEL IS PATIO DOOR W/ OR W/ OUT SIDELITES AND TRANSOM Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12463 p Approved for use outside HVHZ: Yes i Quality Assuranceance Contract Expiration Date !, Impact Resistant: No 02/28/2021 Design Pressure: +45/-50 Installation Instructions Other: SEE INSTALLATION INSTRUCTIONS FOR APPROVED FL12463_R8_II_08-00709E__pdf CONFIGURATIONS Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463_R8_AE_511231F.pdf Created by Independent Third Party: Yes 12463.2 20GA STEEL IS OR OS DOOR '20GA STEEL IS OR OS DOOR W/ OR W/ OUT DIRECT SET j SIDELITES AND TRANSOM i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12463_R8_C_CAC _NI009869-R4.pcif Approved for use outside HVHZ: Yes ' Quality Assurance Contract Expiration Date Impact Resistant: No ! 02/28/2021 Design Pressure: +40/-45 Installation Instructions Other: SEE INSTALLATION INSTRUCTIONS FOR APPROVED i FL12463.....g$,,._II08-00710D,,.,,,p f CONFIGURATIONS Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL12463_R8_AE_511233D.pdf j j Created by Independent Third Party: Yes I J az 20GA STEEL IS OR OS DOOR 20GA STEEL IS OR OS DOOR W/ OR W/ OUT SIDELITES AND jTRANSOM Limits of Use Certification Agency Certificate Approved for use in HVHZ: No ! FL12463_R8_C_CAC NI009869.01-R5.pdf Approved for use outside HVHZ: Yes j Quality Assurance Contract Expiration Date Impact Resistant: No ' 02/28/2021 Design Pressure: +45/-55 ; Installation Instructions Other: SEE INSTALLATION INSTRUCTIONS FOR APPROVED FL1246 R8.._II..,_08-00708D..,,,pdf CONFIGURATIONS Verified By: Luis Roberto Lomas 62514 ! Created by Independent Third Party: Yes Evaluation Reports FL12463_R8_AE_511229D.pdf Created by Independent Third Party: Yes 12463.4 SIGNET 7'0 FIBERGLASS DOOR SIGNET 7'0 IS/OS GLAZED FIBERGLASS DOOR W/ OR W/ j OUT SIDELITES AND TRANSOM L— Limits of Use Certification Agency Certificate Approved for use in HVHZ: No ! FL12463.,..R8.....C_.._CAC .._NI009851,01-R4.pdf Approved for use outside HVHZ: Yes j Quality Assurance Contract Expiration Date Impact Resistant: No 02/28/2021 Design Pressure: +55/-55 Installation Instructions Other: SEE INSTALLATION INSTRUCTIONS FOR APPROVED FL12463_R8_II_08-00711D__pdf CONFIGURATIONS Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes j Evaluation Reports FL12463_,_R8.._AE.....511235D_pdf Created by Independent Third Party: Yes 12463.5 SIGNET 7'0 FIBERGLASS DOOR ! SIGNET IS 7'0 GLAZED FIBERGLASS PATIO DOOR W/ OR W/ i OUT SIDELITES AND TRANSOM Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12463_...R8_._C.._CA_C NIQ09851..:02-R4.pd_f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No i 02/28/2021 Design Pressure: +45/-50 I Installation Instructions i 104 1/2" MAX FRAME WIDTH -{ O FIXED INACTIVE ACTIVE FIXED 15 1/4" MAX TRANSOM HEIGHT 97 1/2" 112 3/4" MAX MAX DOOR FRAME AND HEIGHT SIDELITE FRAME HEIGHT 20 GA STEEL IS DOUBLE DOOR W/ SIDELITES AND TRANSOM EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 45PSF/-55PSF NONETHISSYSTEMWASNOTTESTEDFORWATER INFILTRATION AND IS TO BE INSTALLED ONLY WHERE THE WATER REQUIREMENT IS NOT NEEDED FOR ADDITIONAL APPROVED CONFIGURATIONS SEE SHEET 3. NOTES: 1, MAXIMUM DOOR PANEL SIZE: 35 314"X 94 15116' 2. MAXIMUM SIDELITE PANEL SIZE: 15 1/4'X 97 112" 3. MAXIMUM DOOR PANEL D.LO.: 20' X 78 12' 4. MAXIMUM SIDELITE PANEL D.L0.:67/8'X7812' 5. MAXIMUM TRANSOM D.L.O.: 102"X 123/4" TABLE OF CONTENTS SHEET NO. DESCRIPTION I INSWING ELEVATION AND NOTES 2 OUTSWING ELEVATION AND HARDWARE 3 INSWING/OUTSWING ADDITIONAL CONFIGURATIONS 4 - 5 ANCHORING LAYOUTS 7 - 8 INSTALLATION DETAILS 9 INSTALLATION AND GLAZING DETAILS REVISIONS DESCRIPTION DATE I APPROVED REVISED PER NEW TESTING 05/22/13 R.L. REVISED INSTALLATION DETAILS 08/11/15 R.L. NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4) UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLAZING. 5) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 7) FOR ANCHORING INTO 2X BUCK OR WOOD FRAMING USE #10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ANCHORING LAYOUT AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ANCHORING LAYOUT AND INSTALLATION DETAILS. 9) ALL FASTENERS TO BE CORROSION RESISTANT. I0) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - G=0.42 MINIMUM SPECIFIC GRAVITY B. CONCRETE - 3,000PSI MINIMUM COMPRESSIVE STRENGTH. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 11) FRAME MATERIAL: WOOD WITH G .46 MINIMUM SPECIFIC GRAVITY OR COMPOSITE. 12) DOOR PANEL MATERIAL: 20CA. STEEL WITH 17GA. STEEL OR .0938" FIBERGLASS TOP AND BOTTOM RAIL. SEE SHEET 9 FOR PANEL OPTIONS. 13) SIDELITE SASH MATERIAL: 24GA STEEL WITH WOOD EDGE. 14) MAXIMUM DOOR PANEL SIZE = 35 3/4" x 94 15/16". 15) MAXIMUM SIDELITE SASH SIZE = 13 7/8" x 95 1/8". 16) UNITS MAY BE INSTALLED WITH EITHER SCHLAGE F-SERIES DOOR KNOB AND B-SERIES OR F-SERIES DEADBOLT OR EMTEK RESIDENTIAL GRADE DOOR HANDLE ASSEMBLY OR MULTI -POINT LOCK HANDLE ASSEMBLY BY TRILENNIUM, SEE HARDWARE SCHEDULE SHEET 2 FOR APPROVED HARDWARE. SIGNED: 1110912016 PROVIADOOR, INC 11 t0 1 0 STATE ROUTE2WEST SUGARCREEK, OH 44681 J\ S1R GENS S 20GA STEEL IS OR OS DOOR W/ AND W/ OUT 71t• o51 14" SIDELITES AND TRANSOM INSWING ELEVATION AND NOTES u OF DRAWN: DWG NO. REV i0 1pR10P•\ V`' rs/ pNAI• G\\ TJH 08-00708D7/I/ffllill,\ SCALE NTS IDATE03/17/09 1SHEET OF 10 104 1/2" MAX FRAME WIDTH 15 1/4" MAX TRANSOM HEIGHT T 1/2" 112 3/4 MAX MAX DOOR FRAME AND HEIGHT SIDELITE FRAME O i FIXED HEIGHT jFIXEDINACTIVEACTIVE 20GA STEEL OS DOUBLE DOOR W/ SIDELITES AND TRANSOM EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 45PSF/-55PSF NONETHISSYSTEMWASNOTTESTEDFORWATER INFILTRATION AND IS TO BE INSTALLED ONLY WHERE THE WATER REQUIREMENT IS NOT NEEDED FOR ADDITIONAL APPROVED CONFIGURATIONS SEE SHEET 3. NOTES: 1. MAXIMUM DOOR PANEL SIZE: 35 3/4"X 94 15116" 2. MAXIMUM SIDELITE PANEL SIZE: 15 1/4"X 97 112' 3. MAXIMUM DOOR PANEL D.L.O.: 20"X 78 112" 4. MAXIMUM SIDELITE PANEL D.L.O.: 67/8'X781/2" 5. MAXIMUM TRANSOM D.L.O.: 102" X 12 3/4" O55" J- 1 1/4 37/64" i 4 13/16" INSWING DOORSILL DETAIL REVISIONS REV I DESCRIPTION DATE PPPRCVEO C REVISED PER NEW TESTING _ 05/22/13 R.L. 0 REVISED INSTALLATION DETAILS 08/11/15 1 R.L. 5 51/64" 1 43/64" 055" -1 1 3/B" 1 5/64' I #8 x 5/ 1 ? /32" -1- SCRI J OUTSWING DOORSILL DETAIL 5 5/8" 1/2 Ana TJ4QA:QI4nI n HARDWARE SCHEDULE A. F-SERIES LOCK ASSEBLY DOOR KNOB BY SCHLAGE. B. B-SERIES DEADBOLT ASSEMBLY BY SCHLAGE, C. F-SERIES DEADBOLT ASSEMBLY BY SCHLAGE. D. RESIDENTIAL GRADE DOOR HANDLE ASSEMBLY BY EMTEK E. MULTI -POINT LOCK HANDLE ASSEMBLY BY TRILENNIUM F. INSWING HURRICANE ASTRAGAL BY ENDURA. G OUTSWING HURRICANE ASTRAGAL BY ENDURA. H_(3) 4" x 4" BALL BEARING HINGES BY PENROD. 1. !31 4" x 4" SPRING BOMMER HINGES BY PFNROO 8 x 2 1/2" SCREW ANEL 3 x 5/8" SCREW 8 x 5/8" SCREW HINGE INSTALLATION DETAIL PROVIA DOOR, INC 2150 STATE ROUTE 39 WEST ALTERNATE) SUGARCREEK, OH 44681 TERNATE). 20GA STEEL IS OR OS DOOR W/ AND W/ OUT 14' SIDELITES AND TRANSOM OUTSWING ELEVATION AND HARDWARE DRAWN: DWG N0. REV TJH 08-00708 D SCALE NTS DALE 03/17/09 SREET2 OF 10 SIGNED: 1110912016 0 w • •G E N S • 90,i A (irgT;ATIFE OF Fs. ORtDP•G REVISIONS REV DESCRIPTION C REVISED PER NEW TESTING DATE APRRDVED 05/22/13 R.L. D REVISED INSTALLATION DETAILS 08/11/15 R.L. O O O O O 4/ 4/ 4/ ACTIVE ACTIVE IXE IXE ACTIVE IXE ACTIVE IXE INACTIV ACTIVE SINGLE SINGLE W/SIDELITE SINGLE W/SIDELITE SINGLE W/SIDELITES EXTERIOR VIEW EXTERIOR VIEW EXTERIOR VIEW EXTERIOR VIEW DOUBLE EXTERIOR VIEW O o 4/ o / 4/j]E ACTIVE ACTIVE IXE FIX ACTIVE IXE ACTIVE INACTIVE ACTIVE SINGLE W/TRANSOM SINGLE W/SIDELITE & TRANSOM SINGLE W/SIDELITE & TRANSOM SINGLE W/SIDELITES & TRANSOM DOUBLE W/TRANSOM EXTERIOR VIEW EXTERIOR VIEW EXTERIOR VIEW EXTERIOR VIEW EXTERIOR VIEW SIGNED: 11/09/2016 PROVIADOORINC RIII.LO't/i 10STATE392WESTN`s SUGARCREEK, OH 44681 w•GENS'YS/ NOTE: ALL APPROVED CONFIGURATIONS CAN BE 20GA STEEL IS OR OS DOOR W AND W OUTOAT- INSWING OROUTSWINGMODELS. ALL CONFIGURATIONS ARE SHOWN AS 14" SIDELITES AND TRANSOMAPPROVED INSWING/OUTSWINGADDITIONALCONFIGURATIONSoFRIGHTHAND ACTIVE, LEFT HAND ACTIVE IS DRAWN: DWG N0. REV F i R10P' O ALSOAPPOVED. TJH OS- 00708 D is ONAIt\\ SCALE NTSDATE03/17/09 SHEET OF 10 6" MAX. TYP. 6" MAX. TYP. 16" MAX. O.C. TYP. 6" MAX. TYP. 16" MAX. O.C. TYP. I L 6" MAX. I I TYP. SINGLE 6" MAX. 16" MAX. TYP. O.C. TYP. 3" MAX. 6" MAX.. NP 6" MAX. TYP. TYP. 6" MAX. TYP. 16" MAX. O.C. TYP. 6" MAX TYP. T DOUBLE 16" MAX. 6" MAX. TYP. ,.J O.C. 3" MAX. TYP. —j 6"" MAX.M 6" MAX. 6" MAX. TYP. 16" MAX. O.C. TYP. 6" MAX. T TYP. I SINGLE W/SIDELITE 16" MAX. O.C. TYP. 6" MAX. TYP. 6" MAX. TYP. 3" MAX. TYP. 3" MAX. TYP. 6" MAX. TYP. 6" MAX. 1 TYP. 16" MAX. O.C. TYP. DOUBLE W/SIDELITES REVISIONS DESCRIPTION DATE I APPROVED REVISED PER NEW TESTING 05/22/13 R.L. REVISED INSTALLATION DETAILS 08/11/15 R.L. 6" MAX. TYP. 3" MAX. TYP. 16" MAX. 6" MAX. TYP. —{ O.C. TYP. SINGLE W/SIDELITES I 6" MAX. TYP. PROVIA DOOR, INC 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 6" MAX. 20GA STEEL IS OR OS DOOR W/ AND W/ OUT TYP. 14" SIDELITES AND TRANSOM T ANCHORING LAYOUTS WITHOUT TRANSOMS DRAWN: DWG NO. TJH 08-00708 SCALE NTS IDATE 03/17/09 1 SHEET OF 10 16" MAX O.C. TYP 6" MAX. TYP. SIGNED: 1110912016 RI LLI0XXXXiiJ , E NSF 9iP i 0 &¢51 5T/* ` AfTllFFE 0 F ; 4o o FS _c 0R19P' •Gyi S'ONAl1E? REVISIONS REV DESCRIPTION DATE I APPROVED C REVISED PER NEW TESTING 05/22/13 R.L. D REVISED INSTALLATION DETAILS 08/11/15 1 R.L. 16" MAX. O.C. TYP. 16" MAX. 6" MAX. 6" MAX. O.C. TYP. 6" MAX. .J TYP. 16' MAX. TYP. TYP. I J 6"TYP X. 6,.TMP X O.C. TYP. 6..TMP X. 3" MAX. 6" MAX. TYP. TYP. { 6" MAX. J 6" MAX. T- 6" MAX. TYP. 6". TYP. 3" MAX. J TYP. 6" MAX. J TYP. TYP. 16" MAX. 16" MAX. 16" MAX. O.C. TYP. O.C. TYP. O.C. TYP. 6" MAX, TYP. SINGLE W17-RANSOM 6" MAX TYP. 6" MAX. 6" MAX. -1 3" MAX. 16" MAX. O.C. 6" MAX. SINGLE W/SIDELITE TRANSOM 6" MAX. TYP. ---i 16" MAX. 3" MAX. TYP. O.C. TYP. 6" MAX. TYP. SINGLE W/SIDELITES & TRANSOM PROVIA DOOR, INC 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 20GA STEEL IS OR OS DOOR W/ AND W/ OUT 14'. SIDELITES AND TRANSOM ANCHORING LAYOUTS WITH TRANSOMS DRAWN: DWC NO. REV TJH 08-00708 D SCALE NTS IDATE 03/17/09 SHEETS OF 10 SIGNED: 1110912016 911 Lr0 ENSF9iP 6Af OF 0. t i/5/ ONAi` N\ 16" MAX. O.C. TYP. 6" MAX. 6" MAX. TYP. TYP. 6" MAX. 6" MAX. 7YP. I TYP. 3" MAX. J TYP. 3" MAX. TYP. 16" MAX. O.C. TYP. 6" MAX. TYP. 6" MAX. f TYP. 6" MAX. 3" MAX. TYP. TYP. 16" MAX. 6" MAX. O.C. TYP. TYP. DOUBLE W/TRANSOM 16" MAX. O.C. TYP. 6" MAX. TYP. rT 3" MAX. TYP. 6" MAX. TYP. 9" MAX. TYP. 15" MAX. O.C. TYP. REVISIONS REV DESCRIPTION DATE I APPROVED C REVISED PER NEW TESTING 05/22/13 R.L. D I REVISED INSTALLATION DETAILS 08/11/15 R.L. 6" MAX. TYP. r 9" MAX. TYP. 1 6" MAX. TYP. 3" MAX. TYP. 6" MAX. rt TYP. I n I I TI n I 6" MAX.tP 3" MAX. 16"X. j TYP. O.C. TYP. 6" MAX. TYP. DOUBLE W/SIDELITES & TRANSOM PROVIA DOOR, INC 2150 STATE ROUTE 39 WEST SUGARCREEK, OH 44681 20GA STEEL IS OR OS DOOR W/ AND W/ OUT 14" SIDELITES AND TRANSOM ANCHORING LAYOUTS WITH TRANSOMS DRAWN: T3H IDWG N0. 08-00708 scALE NTS IDATE 03/17/09 TSREET6 OF 10 SIGNED: 1110912016 R1 I IL o irS T((TilrrE O F Fs; . pNA;`E\\ EXTERIOR U—Y- f INTERIOR s EXTERIOR INTERIOR REVISIONS V DESCRIPTION DATE APPROVED REVISED PER NEW TESTING 05/22/13 R.L. REVISED INSTALLATION DETAILS OB/I 1/15 R.L. SEE SHEET 9 1 3/8" MIN. L 1/4" MAX. INTERIOR FOR SLAB OPTIONS SEE SHEET 9 EMBEDMENT I SHIM FOR SLAB OPTIONS iI 10 WOOD II SCREW 3/16" TAPCON APPROVED SEALANT APPROVED 10 WOOD SCREW BY OTHERS SEALANT BY OTHERS L. EXTERIOR r I 2X BUCK/WOOD 1 3/8" MIN. d 1 1/4" MIN. 1/2 MIN FRAMING BY OTHERS, TOEMBEDMENT v o EMBEDMENT EDGE DISTANCE 2X BUCK BE PROPERLY SECURED 2X BUCK/WOOD 1/2" MINA FRAMING BY OTHERS, EDGE DISTANCE Tl 2 1/2" MIN. APPROVED JAMB DETAIL INSWING 2X BUCK TO BE DOORSILL DETAIL EDGE DIST. SEALANT pX BUCK/WOOD FRAMING INSTALLATION PROPERLY SECURED INSWING DOORSILL DETAIL BY OTHERS SIDELITE JAMB SHOWN, HINGE AND STRIKE 2X BUCK/WOOD FRAMING INSTALLATION INSWING JAMBS AND HEAD SIMILAR MASONRY/CONCRETE INSTALLATION 1/4" MAX. SHIM INTERIOR 4.v 3/16" TAPCON v tOSCREEWWOOD 3/16" TAPCON ter EXTERIOR Q 1 X BUCK BY OTHERS, MASONRY/CONCRETE 1X BUCK TO BE APPROVED APPROVED BY OTHERS T PROPERLY SECURED SEALANT BY OTHERS SEALANT BY OTHERS 2 1/2" MIN. - d APPROVED EDGE DIST. SEALANT BY OTHERS 1 3/8 MIN. 4 1 t/a" MIN. JAMB DETAIL INSWING EMBEDMENT 4 v EMBEDMENT MASONRY/CONCRETE INSTALLATION 2X BUCK/WOOD 1 1/4" MIN. SIDELITE JAMB SHOWN,HINGE AND STRIKE FRAMING BY I EMBEDMENT JAMBS SIMILAR OTHERS, 2X —F- EDGE DISTANCE I 2 1/2" MIN. SIGNED: 1110912016 BUCK TO BE SIDELITE SILL DETAIL PROPERLY 111 EDGE DIST. DOOR, INCOSTAAESEcuREoINSWINGSIDELITESILLDETAIL2150PROUTET lS RI'L/0 2X BUCKWOOD FRAMING INSTALLATION INSWING SUGARCREEK, OH 44681 w •GENS ."9Bi MASONRY/ CONCRETE INSTALLATION 20GA STEEL IS OR OS DOOR W/ AND W/ OUT JO51 NOTES: 14" SIDELITES AND TRANSOM- 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, INSWING INSTALLATION DETAILS jpTOF = NOT SHOWN FOR CLARITY. DRAWN: owc N0. O F lV 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE REV i Fd' , 0 R k DESIGNED IN ACCORDANCE WITH ASTME2112 TJH 08ISHEET D j S/ SCALE DATE SHEET NTS 03/17/09 7 Of 10 ONA flin EXTERIOR SEE SHEET 9 FOR SLAB OPTIONS APPROVED SEALANT BY OTHERS 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED APPROVED SEALANT BY OTHERS INTERIOR EXTERIOR lit F INTERIOR 10 WOOD SCREW SEE SHEET 9 FOR SLAB OPTIONS APPROVED SEALANT BY OTHERS e r 1 3/8" MIN. 4 - EMBEDMENT a 1/2" MIN OUTSWING 2X BUCKANOOD FRAMING INSTALLATION EXTERIOR Tiff INTERIOR BUCK/WOOD J FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SIDELITE SILL DETAIL SECURED OUTSWING 2X BUCKWOOD FRAMING INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 EDGE DISTANCE 10 WOOD SCREW REVISIONS REV DESCRIPTION DATE APPROVED C REVISED PER NEW TESTING 05/22/13 R.L. D REVISED INSTALLATION DETAILS 08/11/15 R.L. 1 3/8" MIN. 11/4" MAX 3/16" TAPCON EMBEDMENT SHIM BUCK/WOOD FRAMING FRAMING BY 1/2" MIN OTHERS, 2X EDGE DISTANCE BUCK TO BE MASONRY/CONCRETE PROPERLY SECUREDBYOTHERS sa INTERIOR 4 1 1/4" MIN. # 10 WOOD II a EMBEDMENT SCREW I 2 1/2 MIN. ff EDGE DIST. DOORSILL DETAIL OUTSWING MASONRY/CONCRETE INSTALLATION EXTERIOR T V- INTERIOR 3/16" TAPCON APPROVED SEALANT BY OTHERS L d 1 3/8" MIN. a 4 EMBEDMENT 2 1/2" MIN. 1/2" MIN EDGE DIST. EDGE DISTANCE OUTSWING MASONRY/CONCRETE INSTALLATION I I EXTERIOR APPROVED SEALANT JAMB DETAIL OUTSWING BY OTHERS 2X BUCKANOOD FRAMING INSTALLATION SIDELITE JAMB SHOWN, HINGE AND STRIKE JAMBS AND HEAD SIMILAR 1/4" MAX. 4 SHIM 1X BUCK BY OTHERS, 2 1/2" MIN. g 1X BUCK TO BE EDGE DIST. PROPERLY SECURED 9.4 3/16" TAPCON APPROVED SEALANT BY OTHERS MASONRY/CONCRETE BY OTHERS EXTERIOR 1 1/4" MIN. JAMB DETAILOUTSWING EMBEDMENT 1 1/4" MIN. I MASONRY/CONCRETE INSTALLATION EMBEDMENT SIDELITE JAMB SHOWN, HINGE AND STRIKE JAMBS AND HEAD SIMILAR SIGNED: 1110912016 2P1 OOSTAAE DOOR39 (WEST \\\\NC S t9!I LJoROUTEt1X SUGARCREEK, OH 44681 `\J•.GENS 9Lp 20GA STEEL IS OR OS DOOR W/ AND W/ OUT = *• p,-6 51 14" SIDELITES AND TRANSOM u OUTSWING INSTALLATION DETAILS TATOF DRAWN: DWG NO. REV :cz o ID JH NTS DATE 03/17/09 08 s007 80F 10 DIHEET8 S/NAl1ENG\11 2" MIN EDGE DISTANCE 10 WOOD 2X BUCK/WOOD FRAMING SCREW BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 1 3/8" MIN. EMBEDMENT a 1/4" MAX. SHIM APPROVED SEALANT BY OTHERS 6 X 1" WOOD SCREW LOCATED 2" FROM EACH EXTERIOR INTERIOR CORNER AND 12" MAX D.C. THEREAFTER TRANSOM DETAIL INSWING/OUTSWING 2X BUCK/WOOD FRAMING INSTALLATION HEAD SHOWN JAMBS SIMILAR NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS REV DESCRIPTION DATE APPROVED C REVISED PER NEW TESTING 05/22/13 R.L. D REVISED INSTALLATION DETAILS 08/11/15 R.L. 2 1/2" MIN. 3/16" TAPCON EDGE DIST. MASONRY/CONCRETE BY OTHERS 1 1/4" MIN. a 4, a a EMBEDMENT a a IX BUCK BY OTHERS, 4 a IX BUCK TO BE 7- I PROPERLY SECURED E 1/4" MAX. SHIM INTERIOR 6 X 1" WOOD SCREW APPROVED SEALANT LOCATED 2" FROM EACH BY OTHERS EXTERIOR CORNER AND 12" MAX O.C. THEREAFTER TRANSOM DETAIL INSWING/OUTSWING MASONRY/CONCRETE INSTALLATION HEAD SHOWN JAMBS SIMILAR SIGNED: 1110912016 PROVIADOORINC IICIO///i 10STATE392WESTSUGARCREEK, OH 44681 J\s OENSF9`P 0 51 20GA STEELISOROSDOORW/ AND W/ OUT 14" SIDELITES AND TRANSOM INSTALLATION & GLAZING DETAILS a= TATE OF ; t iC :°lORtDP;• icss/pNAl1EaG\ DRAWN: DWG N0. REV JE 08 08 D 5007 DATENTS03/17/09 9 OF 10 1 3/16" 1/8" TEMP 1/8" TEMP EXTERIOR SUPER SPACER GLAZING TAPE GLAZING TAPE HOTMELT BUTYL DOW 995 3/4" BITE BACK BEDDING INTERIOR 10 X 1 3/4" SCREW 6 1/2" FROM EACH END AND 8 1/2" MAX O.C. THEREAFTER GLAZING DETAIL A O.A. 1/8" TEMP fri 1/8" TEMP EXTERIOR INTERIOR BUTYL GLAZING COMPOUND POLYPROPOLEN LITE FRAME BY TRINITY 20GA. STEEL PANEL 17GA. STEEL EDGE GLAZING DETAIL C nnno OAAICI O.A. 1/8" TEMP 1/8" TEMPrT EXTERIOR INTERIOR BUTYL GLAZING COMPOUND 24GA. STEEL POLYPROPOLEN PANEL LITE FRAME BY TRINITY WOOD EDGE GLAZING DETAIL B c — arc DAAICI 1" O.A. 1/8" TEMP 1/8" TEMP INTERIOR 6 X 1" WOOD SCREW EXTERIOR LOCATED 2" FROM EACH CORNER AND 12" MAX O.C. SEALANT THEREAFTER X WOOD GLASS STOP FOAM GLAZING J \- SETTING TAPE GLAZING DETAIL D BLOCK TRANSOM PANEL OPTION 1 PANEL OPTION 2 W-CHANNEL FIBERGLASS PANEL OPTION 3 SIGNED: 1110912016 PROVIA 0 STATE DOORI 39 NC 21WEST SUGARCREEK, OH 44681 `w•GENS Qs 20GA STEEL IS OR OS DOOR W/ AND W/ OUT _ *- 0"K51 14" SIDELITES AND TRANSOM — (^- INSTALLATION & GLAZING DETAILS STATcE OF ; DRAWN: DWG N0, REV D cAH NTSDATE03/17/09 08 500ET00 OF 10 REQUIRED INSPECTION SEQUENCE BP# IAM l 7- 73 79 Address: BUILDING PERMIT Min maxi Ins ection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building If 97) Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) IT II Min 1Max I Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final t r Y3 y.Vt ^y1,i .li '+.i '*,, 'Sxt .:sY`x..e T'r `I+ R.avjti'..5•}''..i!Sva fl • t;l ,wi uJ``F:Lil':.3.:« FAYW.] ' 'C Min Max Ins ection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 16 ECHANICAL IPEIZMIT Min 1Max Mechanical Roug Mechanical Final II min 1Max I Inspection Description Gas Unde Gas Roug Gas Final REVISED: June 2014