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100 Sand Pine Cir 17-1502; WINDOWS4 MAY 232017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ ' fQp.Sp\ Job Address: W-,)Q 'tA `- >u C\V- Historic District: Yes No Parcel ID: Q2- - OCT-1 O Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title:--n (I_ Phone A0--,'/-M \ - Fax: Email: j- 155p. Imo.,£ CC t,vA C ii 1 1L • GO t`1 Property Owner Information Name ? PhoneAO-7-- O2i 1 Street: LCC) 'SvG N_'s C11Z Resident of property? : A F_'S City, State Zip:'E: 1 V; M ., t=L Contractor Information Name L C 400 Phone: - $p$S- Street?( e 760X Fax: City, State Zip: L,tJLb =L ?,2SS-7 State License No.:([-,c_ 1SO '-S4j--7 Architect/ Engineer Information Name: 114 Phone: Street: City, St, Zip: Fax: E- mail: Bonding Company: V-l A- 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. 1 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. h 0 011, FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application tl' . ,- %k NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi and zoning. 5 - Z— t Signature of Owner/Agent Date Signature of Con r c or ent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name Gk. A i'/y 1. 1 . A COb4AnrS P2Signatureofary- ate of Flori a \\pVembP o ; 2r n. = NX: Contractor/Agent is PersonallygTF Produced ID Type of ID fy i INlf14N 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: . Z- - 17 Revised: June 30, 2015 Permit Application not'ire roluMod;once the Installation Services are performed, i -- n WtiS 4t t 3 tC K {;'?„ NOTICE TO CUSTOMER:. Federal law requires Lowe'a to provida you with the pamphlet Rimovata Rlybt. By aion this Contract, Custgmar,goknowtedges tlhavingreceivedacopyofthisptuttletbeforeworkbeganinformingCustomerCOniradTOtal of the potential risk of the lead hazard exposure from renovation activity to be '8ppiicable Wes includ I performed In Customer's dwelling unit O rotted wood is discovered during Instaliatibn additional charges a Yau: w i be give to ngo ordermustbecomgietedandsitrodbytheCustomerforanyadditionalcharges. Customer must Initial: --- Any work w n,atenel rwts{aecffa is not lkkWed in fts contracL Any dwv— or ads ea6r,s wi31 tie t s arsei`:charRe for. tip malsrW end labor. NnTICF TA nNNFR _ Et'MRAiNt'. Tn Ft ClQil" A1q t'AW4ZT0iif mnm i W I AW tcorTinut 74a nn474,i 17 r<i noinA A Work is to txtmme,r ron =abla availability of Contractor artd/or any special order gr cpstomer nate Good(s) which Is -anticipated to be lift in d j. Estimated complat on data is .....................V—Eib O V:P (fIU In datej. Said edmatodsubstAnfial completion, dat®N not.of the n A statement of any contirgerkiea that would mated yr change said estimated substantial convietbn date is as fogows. d apptrcabie, insert a statement of such cwbngen6es).. This Contract prbvidee that all cialme°.by Customer or Lowe's will tie resolved by BINDING ARSITRATION, 'Custgmer and Lowe's GIVE UP THE RIGHT` TO GO TO COURT to odoreo this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lows's and Customer's rights will be, detarminad by a NEUTRAL ARBITRATOR and NOT a judge or jury. Lovre's.and Customer are entitled to -a FAIR HEARING —But the arbitration procedures are SIMPLER AND MORE LIMITED THAN RULES APPLICABLE IN COURjL Arbitrator decision,% are as enforceable as any court ceder and are sul> d to VERY LIMITED REVIEW BY A COURT. FOR MORE DETAILS: Review the section tided ARSIFRRTION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS ACTION ADJUDICATION touad:tn"ihe Tents "and Conditions of this Contract. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE'AND YOU 14AVE READ THE TERMS AND CONDITIONS CONTAINED ON ALL PAGES OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU MAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET, FORTH ON, kLL PAGES OF THIS CONTRACT, YOU ARE.ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNAIIJRE. WITNESS OUR HAND(S) AND SEAL(S) BELLOW THIS, r2 r Y; DAY OF.. Lowe' S Home Centers, LLC Owmeer _ .. Lowe' s AwWoonzed Representative ra owner or 1fYRness Customer acknowledges recalpt of a bus copy of this contract which was aomplotaiy Atlod In prior to Custorrrar's execution hawot. You, the buyer, ma cancel this lrarreacR$dri at airy urns prior ta,mldnight of the tfilyd business day attar the daft of this, transaction. Seethe attached notice of cancellation SEA4INOLE COUNTY MULT/%URISDICTIONAL a .', • .. w Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 5 - \ 2 1-1 I hereby name and appoint: tArk— SE.9 QQ . a Y=L1tJF an agent of: Lr- >XA),=j 4C2Mp l.ytJT S Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to thisappointmentfor (check only one option): All permits and applications submitted by this contractor. Or The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: 1 t`17E t tTF License Holder Name: State License Number Signature of License F STATE OF FLORIDA COUNTY OF SbAlMOLE The foregoing instrument was acknowledged before me this 12 day of MftH 20 ti , by PG- 5-t2 CAp who is P'personally known to me or who has produced and who did (did not) take an oath. Lwfx- Signature of Notary ANGELA DAVIDSON Notary Public - State of Florida Commission #t GG 021708 Eats Aug 15, 2020 iE OF f,• s Bonded ttuouglt National Notary Assn. as identification 1 VhAGia 110c Vion Priht or type Notary name Notary Public - State of F L Commission No. GCS 021-709 My Commission Expires: O$f t5/Za2a Z G vSao o 6 Ln O N Gov S tiD C 2 C- r Om p D:5D opmzcmmacizm 55mz Omz CL7-DO G- 0-nzD=00m ZMGr-m<mo 0 M 00 -o 0 m cn T Cnpm m 0 c0-1gD O0 zcnm=ir- OGAGznm0 U)M D-n cno om D 77 cnmKmMzozD Q00-Icv21-0=MZ0 os-mmGZm<C moocom zD DDcn m m z s v> i m -;- ' 1 p K m Z r m 0 r0- Z n m Mid-Fiorida Builders:Inq.. 4073354487 1 ) 0.1 19 Quotc 1iop:,,'/ssf.,srv.lowes.c6itlin2t)—b,'tnediutnoUote.jsp?prc)jectld,- 15... Ba(* lo Ouote Wte': 0/19/2017 Project #: ClistopwrName: 11sto"Wr phone: Customer Addm,ss: LOWE'S HOME. CENTFRS' LW # 1657 3 780 S: ORi'ANDO. DR SANFORDJ1 32773,5614 U A 1,407) 430-40(iO 507669308 Winds & Dr 05/19/2017 BRIAN BRUNILE-Y 407) -302-01,47,1 100 SAND, PINE ORCLE, SAWORD, rl 32773 USA Line Item Product Code Frame Size Description Unit Price Quantity Total Price I. of 3 05/19/2017 10:45 AM Quote http://sstsrv.lo v,Ls,coin.'ni2o_br'mediuniQtiote.jsp'?proiec.tld= 15... Glass, Strength: Annealed lnsulated Glass Option. Low-E V Low B Glass. Stv1c: ,SunDefensc ("I'M). Gas killed: Argon High Attitude:.lion-} igh Attitude Sash Lock: Cam -Action lock Number Of Locks: I Lock larnitcd Opening ffardware: No Limited Opening, Hardware 1,fnrdware Finish: White , Screen Clplion. Hall' Scrccn Screen Shipping,C tion: Shipped In Unit riilc Typc:.;Na Grills Will This Product 0c, Installed. By Lowes (R).'?! Installed By Lowc s (R) Manufacturer: Pella (A) 350 Series Windows And Patio 17<Urs 71 112-inWx79IP?-in. n :;..........:.,. oduct: Doors rPC: Patio anufacnucr: Pella (R) 350 Series Windows And Patio Doors tecgy Star (R) Qualified Producis Only: No - 1 would like, to uw all avai fable product offering.. iom'l:ocation No 3 oduct Category., Slitting Patio Door nfigurauoti: 2 Panel oration P Venting: Vent/Fixed V pipe: Rectangle .% ame Type: DoubleWall Flush Range tual' Franie Depth': 6-in rformance Options: Standard tual: Frame Width: 71 1t"2-in foal I`ramc. Heighi: 7t) 1/2=in . s Opcning Width: 72=in. s Opening Height 804 terior Material Typc. Vinyl itructural Performance Grade: +/- 50 y` Water: Performance Grade:.+/- 50 sill Riser; No Sill. Riser, oam Insulated: No Foam Insulated, Vctual Wall Depth:5 1/2-in xtar nr.0 olor: White aterior Color: White 1lind4, B&wecn Glass No'Bhnds'Beisvecii Dias, ihades' Between The Glass'. No'Shad ;s Between Glass Jhving Type : Insulated ass Strt;ngih: `l"empercd sulated Glass Options; Low R ' f mEGlassStyle`_ aunDefense (TM) is Filled: Argon; j' gh Altitude: Non High Altitude elated Glass Overall Thickness: Standard Per D"ign acri, or Hardware: Finish: White - 2, 012.67 1. $2,01 2 or3 0511912017 1-0:45 AM Quote, ht(p;J'/ sstsrv.Iowts.corn/m2o birrieditimQuote'sp') tojectid=15— J -P Salespemon! ANTONY PURSAUDS16,57API) Accepted by: This Millwork Quote is valid until 5/2512017, -nils is an estin late only. nis estirnme does not in materials'e6ritained in this estitnate are subject to availabilitYfrOrn the manufacturer or supplier, 6 ?oq - (,xY44") 3. of .3 I'VOJect Total: $2,654,17 ivory ch.arges. De livm, of all Pacitities', c1linkenslons, 05/10/2017 10:45 AM Search Criteria Refine Search Code Version 2014 FL# 16809 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 C"Pa Pr'h Racultc - Annliratinnc I FL# TvDe Manufacturer Validated By Status I FL16809-R3 Revision Pella Corporation Terrence E. Lunn, PE i Approved i History Category: Windows 561) 625-6455 I Subcategory: Horizontal Slider Approveo Dy unrrc. Approvals Dy corn snail De rewewea ana rauneo Dy me KUL ano/or cne commission rr necessary. 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 click here . Product Approval Accepts: https://www.floridabuildirx. org/pr/pr_app_I st.aspx im 5/22/2017 Florida Building Code Online Product Approval USER: Public User ri:4aX,r,S A3th Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 14010 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 Raarrh Rpcnitc - Annfiratinnc FL# Type Manufacturer Validated By Status FL14010-R3 Affirmation Pella Corporation Terrence E. Lunn, PE Approved History C Category: Exterior Doors 561) 625-6455 Subcategory: Sliding Exterior Door Assemblies Approved by UBPR. Approvals by UBPR shall be reviewed] and ratitlea by the P(JL and/or the commission it necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1a24 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-mailaddress 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 click here . Product Approval Accepts: Ity m'1 1!0 '5 https:/ twww.floridabuildir)g.org/pr/pr app_Ist.aspx 1/1 Florida Building Code Online Page 1 of 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge ',, Stats & Facts _ Publications FBC Staff i BCIS Site Map Links 1 Search FIrid 9 Product Approval i .USER: Public User Product Approval Menu > Product or Application Search > Aoolication List > Application Detail FL # FL14010-R3 Application Type Affirmation Code Version 2014 Application Status Approved 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 Pella Corporation 102 Main St. Pella, IA 50219 641)621-6096 pellaproductapproval@pella.com Joe Hayden Sandi Robinson pellaproductapproval@pelia.com Joseph Hayden 102 Main Street Pella, IA 50219 641) 621-6096 jahayden@pella.com Andrew Nelson 102 Main St Pella, IA 50219 641)621-3804 nelsona@pella.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing Window and Door Manufacturers Association Terrence E. Lunn, PE Lj Validation Checklist - Hardcopy Received Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 jI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ;-;Yes t—No ON/A http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCB... 5/24/2017 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option A 01/29/2015 01/29/2015 02/02/2015 FL # Model, Number or Name Description 14010.1 350 SERIES VINYL SLIDING DOOR - OXXO (146" X 100") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14010 R3 C CAC 411-H-1120.37.0 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/16/2018 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass conform to latest version of FL14010 R3 II 1712.pdf ASTM E1300, and shall be safety glazed where required by Verified By: Warren W. Schaefer, P.E. 44135 FBC 2406. Created by Independent Third Party: Yes Evaluation Reports FL14010 R3 AE 1712.1)df Created by Independent Third Party: Yes 14010.2 350 SERIES VINYL SLIDING DOOR - OXO (146" X 100") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14010 R3 C CAC 411-H-1120,00.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/09/2018 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass conform to latest version of FL14010 R3 II 1712.1)df ASTM E1300, and shall be safety glazed where required by Verified By: Warren W. Schaefer, P.E. 44135 FBC 2406. Created by Independent Third Party: Yes Evaluation Reports FL14010 R3 AE 1712.1)df Created by Independent Third Party: Yes 14010.3 350 SERIES VINYL SLIDING DOOR - OX / XO (95.5" X 100" Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14010 R3 C CAC 411-H-1120.00 with WDMA Letter.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/09/2018 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass conform to latest version of FL14010 R3 II 1712.1)df ASTM E1300, and shall be safety glazed where required by Verified By: Warren W. Schaefer, P.E. 44135 FBC 2406. Created by Independent Third Party: Yes Evaluation Reports FL14010 R3 AE 1712.pdf Created by Independent Third Party: Yes 14010.4 350 SERIES VINYL SLIDING DOOR - O (48" X 100") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14010 R3 C CAC 411-H-1120.00 with WDMA Letter.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/09/2018 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass conform to latest version of FL14010 R3 II 1712.pdf ASTM E1300, and shall be safety glazed where required by Verified By: Warren W. Schaefer, P.E. 44135 FBC 2406. Created by Independent Third Party: Yes Evaluation Reports FL14010 R3 AE 1712.pdf Created by Independent Third Party: Yes Back Next 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 click here . Product Approval Accepts: M e6ne k http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtGLR%2byCB... 5/24/2017 GENERAL NOTES: I. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. THESE NON —IMPACT RATED DOOR SYSTEM INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4. ALL ANCHORS SECURING DOOR FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. 5. TO THE BEST OF OUR KNOWLEDGE, THE DOORS SHOWN HEREIN ARE CERTIFIED & QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE 914-3 FLORIDA BUILDING COMMISSION SPECIFICATIONS. DOOR ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 7. CERTIFICATION OF THESE DOOR INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) THEY ARE INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT. 2) IF THEY ARE INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH DOOR INSTALLATIONS. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED. B. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED DOOR. B. THESE DRAWINGS CERTIFY THE DOOR INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED DOORS IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER &/OR INSTALLER. 146" MAX. FRAME WIDTH 3" 3" 6" MAX. EQUAL EQUAL EQUAL SPACING SPACING SPACING SIMILAR SIMILAR 0 X 0 OPPOSITE B v 3 FRAME SCREWS WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. 6" MAX. MAX. i 18" MAX D.C. I 6" MAX. FRAME SCREWS AT PANEL---/ EXTERIOR ELEVATION: MID -SPANS ARE NOT REQUIRED "OXO" DOOR SET SILL IN A BED OF WHEN THE FRAME WIDTH IS SCALE: 1/2" = V-0" SEALANT PER SECTION 110" OR LESS (TYP. HEAD & A/3 & B/3 SILL) FRAME ANCHOR REQUIREMENTS TABLE FRAME SCREWS OPENING TYPE SUBSTRATE) 2)FRAME TO OPENING FASTENER TYPE MINIMUMEMBED MINIMUM EDGE DIST. MIN. 2X6 WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) N0. 10 SMS OR WOOD SCREW 1 1/4" 3/4" MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK A36 STEEL NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" MIN. 1/8" THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. C-90 CMU OR 2500 PSI CONCRETE 1) 1/4" CONCRETE SCREW 11 1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITW RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S). 2) ALL FRAME SCREWS SHALL BE EITHER PAN HEAD OR HEX HEAD SCREWS. ALLOWABLE DESIGN PRESSURE ALL CONDITIONS) 50 PSF ALTERNATE ANCHOR!SUBSTRATE EVALUATION NOTE: ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. INSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPLICABLE STANDARDS. 48" MAX. FRAME WIDTH EQUAL SPACING SIMILAR 6" MAX. 3 I fi X. OPPOSITE FRAME SCREWS WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS o 0TABLE" ON THIS SHEET 18" MAX. FOR REQUIREMENTS. D.C. CnU) Zo w O 1O C, w ONLYO a i FRAME SCREWS AT z Of Z ¢ r' PANEL MID -SPANS ARE o oU erg! NOT REQUIRED WHEN of THE FRAME WIDTH IS 36" OR LESS (TYP. r a N W a a D HEAD & SILL). Z L 6" MAX. oZ d EXTERIOR ELEVATION: 0" DOOR x SCALE: 1/2" = 1'-0" d 4A, c az zdn Ld W Z E 0_H ojn n W J g L. uTn z o NM L 0 emsY^UOmN 3 n tttitcc;s•jt// z co DO1= lu y 10, m: a O 1¢ O: Zd2%5 0 n;0 F dyb ••*pPo, U 3 INSTALLATION OE ANY OTHER PRODUCT NOR MAY 1 OF SUBSTRATE BY OTHERS PER "FRAME FRAME SCREWANCHORREQUIREMENTSTABLE" PER ELEVATION 1/4" MAX. SHIM AT EACH ANCHOR SEALANT BY n =a Q ROTHERSIo0 EXTERIOR BONDED WASHER OR - SEALANT REQUIRED AT EACH SILL FASTENER LOCATION. SEALANT LOTHERS BY--,, M r 11 SUBSTRATE BY•SET`•SILL .IN A.J OTHERS PER CONTINUOUS BED OF FRAME ANCHOR SEALANT REQUIREMENTS TABLE" SECTION A SCALE: 1/2 FULL 3 CO SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME 1/4" MAX. SHIM FRAME WIDTH AT EACH ANCHOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND FRAME SCREW 3 e PERIMETER OF DOOR FRAME PER ELEVATION ° CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X_ BUCK TO BE MIN. S 1/2" DEEP NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS) I`: t... ... ...... INSTALLATION NOTE: WHILE NOT SHOWN, THE DOOR FRAME EXTRUSIONS CAN BE SUPPLIED WITH A FLANGE OR NAIL FIN TYPICALLY USED TO SEAL THE FRAME PERIMETER TO THE OUTER EDGE OF THE BUCK. USE OF THE FLANGE OR NAIL FIN IS ACCEPTABLE PROVIDING THE . ANCHOR CONDITIONS SHOWN ARE UNCHANGED. 1/4" MAX. FRAME/SILL SHIM OR GROUT SCREW PER ELEVATION SEALANT OTHERS EXTERIOR SECTION B SEALANT BY SCALE: 1/2 FULL 3 OTHERS FRAME SCREW PER ELEVATION FRAME ANCHOR REQUIREMENTS TABLE" SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" Li IEXTERIORT t• 4 ail 111 T........ z U O O: J Tnezw OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER 2 *•,, z . HEAD SECTION SHOWN: SILL & SIDES ARE INSTALLED THE SAME) 6b6tij Q Q FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) En O Wo,o g1' w - o NCJoc aN i zw z_aN 00V) 5 g! NJ y w oao a a T zw z m z Z co m 2 z WQ w za a Z zzn aw wa EgX w = r N Wz FlA F M k8Lo zo- a o 22 m 300 na 3d1 Li 0 w N a A SHEET NO. 3 OF 3 Florida Building Code Online Page 1 of 4 BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts ',. Publications FBC Staff BCIS Site Map Links ; Search '.. FI d 00' Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL16809-R3 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Pella Corporation 102 Main St. Pella, IA 50219 641) 621-6096 pellaproductapproval@pella.com TROY FARR tbfarr@pella.com TROY FARR 18600 NE WILKES ROAD PORTLAND, OR 97230 503) 405-9176 tbfarr@pella.com Pat Bortscheller 102 Main Street Pella, IA 50219 641) 621-1000 P]Bortscheller@pelia.com Windows Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Terrence E. Lunn, PE W Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440-08 AAMA/WDMA/CSA 101/I.S.2/A440-11 Method 1 Option A Year 2008 2011 http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtmmTSTNdVP... 5/24/2017 Florida Building Code Online Page 2 of 4 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 03/09/2016 03/10/2016 03/17/2016 FL # Model, Number or Name Description 16809.1 250 Series Sliding Window 72" x 44" vinyl non -impact XO/OX sliding window with lock stile reinforcement Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. Certification Agency Certificate FL16809 R3 C CAC CCL 411-H-1463.18 .19.1)df Quality Assurance Contract Expiration Date 05/24/2021 Installation Instructions FL16809 R3 II Drawing 1869.odf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing 1869.odf Created by Independent Third Party: Yes 16809.2 250 Series Sliding Window 72" x 44" vinyl non -impact XO/OX sliding window with lock and meeting stile reinforcements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-1463.22 .23.1)df Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 05/24/2021 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing 1869.pdf Created by Independent Third Party: Yes 16809.3 250 Series Sliding Window 108" x 44" 1/4 vent vinyl non -impact XOX sliding window with lock stile reinforcement. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-1463.02 .03.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 08/06/2021 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing 1869.pdf Created by Independent Third Party: Yes 16809.4 250 Series Sliding Window 108" x 44" 1/4 vent vinyl non -impact XOX sliding window with lock and meeting stile reinforcements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-1463.04 .05.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 08/06/2021 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing 1869.pdf Created by Independent Third Party: Yes 16809.5 250 Series Sliding Window 108" x 44" 1/3 vent vinyl non -impact XOX sliding window with lock stile reinforcement. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-1463.08 .09.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 08/06/2021 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing 1869.pdf Created by Independent Third Party: Yes http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtmmTSTNdV P... 5/24/2017 Florida Building Code Online Page 3 of 4 16809.6 250 Series Sliding Window 108" x 44" 1/3 vent vinyl non -impact XOX sliding window with lock and meeting stile reinforcements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-1463.10 .11.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/06/2021 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.1)df ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing 1869.odf Created by Independent Third Party: Yes 16809.7 250 Series Sliding Window 52.25" x 62" vinyl non -impact XO/OX sliding window with lock and meeting stile reinforcements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL- 411-H-1463.58.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/12/2025 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.odf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing 1869.1)df Created by Independent Third Party: Yes 16809.8 250 Series Sliding Window 96" x 62" vinyl non -impact XO/OX sliding window with lock and meeting stile reinforcements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL- 411-H-1463.50.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/19/2025 Design Pressure: +30/-30 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.1)df ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing 1869.1)df Created by Independent Third Party: Yes 16809.9 250 Series Sliding Window 78" x 84.5" overall size vinyl non -impact XO/OX sliding window with integral transom. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL 411-H-1463.24 .25.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2021 Design Pressure: +25/-25 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.odf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing 1869.1)df Created by Independent Third Party: Yes 16809.10 250 Series Sliding Window 120" x 62" vinyl non -impact XOX 1/4 vent sliding window with lock and meeting stile reinforcements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL- 411-H-1463.34.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/15/2025 Design Pressure: +25/-25 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.odf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing 1869.odf Created by Independent Third Party: Yes 16809.11 250 Series Sliding Window 120" x 62" vinyl non -impact XOX 1/3 vent sliding window with lock and meeting stile reinforcements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL- 411-H-1463.38.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/15/2025 Design Pressure: +30/-30 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.odf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 5/24/2017 Florida Building Code Online Page 4 of 4 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing 1869.Ddf Created by Independent Third Party: Yes 16809.12 fferies Sliding Window 96" x 72" vinyl non -impact XOX 1/4 vent sliding window with lock and meeting stile reinforcements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL- 411-H-1463.42.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/13/2025 Design Pressure: +25/-25 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.1)df ASTM E1300 standard. Verified By: Warren W. Schaefer 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing 1869.pdf Created by Independent Third Party: Yes 16809.13 250 Series Sliding Window 96" x 72" vinyl non -impact XOX 1/3 vent sliding window with lock and meeting stile reinforcements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL- 411-H-1463.46.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/13/2025 Design Pressure: +25/-25 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.Ddf ASTM E1300 standard. Verified By: Warren W. Schaefer 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing 1869.1df Created by Independent Third Party: Yes 16809.14 250 Series Sliding Window 73.5" x 72" vinyl non -impact XO/OX sliding window with lock and meeting stile reinforcements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R3 C CAC CCL- 411-H-1463.54.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/19/2025 Design Pressure: +25/-25 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R3 II Drawing 1869.Ddf ASTM E1300 standard. Verified By: Warren W. Schaefer 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R3 AE Drawing 1869.1)df Created by Independent Third Party: Yes Back Next 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 click here . Product Approval Accepts: M eChsck. ..ea`. Credit Safe S£Wilt ,X ETRICS http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgtmmTS TNdV P... 5 /24/2017 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL TINISH OR STUCCO. FOR MAX. FRAME WIDTH, SEE PRESSURE TABLE 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE ON THIS SHEET. PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE 3. THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN Al 2" ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA 3 BUILDING CODE (FBC). 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS w w N = Bl SHALL MEET REQUIREMENTS OF FLORIDA BUILDING CODE N 40.THE5. OE THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALITY ASSURED BY A FLORIDA STATE W APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN 3C Z ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF w 0 BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. LLr PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL 4 BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY G ASSURANCE SPECIFICATIONS & TESTING REPORTS. 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE Q w CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) PRODUCT g IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT. 2) PRODUCT IS INSTALLED BY O w ANYONE OTHER THAN A UCENSED CONTRACTOR D(PERIENCEO WITH w INSTALLATIONS OF THIS TYPE OF PRODUCT. 3) IF CHANGES RAVE C_ OCCURRED TO THE PRODUCTSCERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT DR FIN FASTENER WITHIN 2" OF CORNERS & 4 1/2" CLUSTER FIN FASTENERS MAX. O.C. WHEN JOB AT MEETING RAIL ENDS REQUIRED DESIGN SUCH THAT THERE ARE A PRESSURE IS OVER +/-35 TOTAL OF 5 POSITIONED I PSF; 9" MAX. O.C. WHEN AS SHOWN. SEE "FRAME JOB REQUIRED DESIGN ANCHOR REQUIREMENTS PRESSURE IS +/-35 PSF TABLE" ON THIS SHEET OR LESS. SEE "FRAME FOR REQUIREMENTS. ANCHOR REQUIREMENTS j TABLE" ON THIS SHEET I FOR REQUIREMENTS. INCONSISTENT WITH WHAT HAS BEEN TESTED. 8. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED PRODUCT. B. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER &/OR INSTALLER. FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME/CLIP/NAIL FIN TO SUBSTRATE) OPENING FASTENER TYPE 1) FRAME SCREWS MIN. 2X4 WOOD FRAME OR BUCK N0. 10 SMS OR WOOD SCREW MIN. GR. 3 & G=0.55) - MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP DRILL SCREW MIN. 1/8" THK A36 STEEL NO. 10 GR. 5 SELF TAP DRILL SCREW MIN. 1/8" THK 6063-175 ALUM. NO- 10 GR. 5 SELF TAP/DRILL SCREW MIN. C-90 CMU OR 2500 PSI CONCRETE (2) 1/4" CONCRETE SCREW 41 EXTERIOR ELEVATION: XO WINDOW SCALE: 3/4" = 1'-0" NAIL FIN MOUNT CONDITION) AINIMUMI MINIMUM EMBED EDGE DIST 1 1/4" I 3/4" 1) INSTALLATION CLIP SCREWS MIN. 2X4 WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) N0. 10 SMS SCREW 1 1/4" 1/2" MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8• THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" 2500 PSI CONCRETE 2) 1/4" CONCRETE SCREW 1 1/4" 2' 3) NAILING FIN FASTENERS MIN. 2X4 WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) NO. 8 SMS SCREW 1 3/8" 1/2" MIN. 2X4 WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) 11 GA. ROOFING NAIL 1 3/8" 1/2" MIN. 1/8" THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" 1) FRAME AND INSTALLATION CUP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. 2) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITW RAMSET/ RED HEAD TAPCONS (C.S. OR S.S.) OR HILT] KWIK-CON II (C.S OR S.S.). 3) WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. 7 4" MAX. FOR MAX. FRAME WIDTH, SEE PRESSURE TABLE ON THIS SHEET. 6" 6" 12" MAX. O.C. 12" MAX. O.C. A2 3 4" MA 4" MA w v= B4 FRAME SCREWS WHERE SHOWN AT HEAD & SIDES.- v_ 1 SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS w SHEET FOR REQUIREMENTS. (NOTE THAT WHEN JOB c z REQUIRED DESIGN PRESSURE IS OVER +/-35 A O w FRAME FILLER MUST BE USED AT EACH FRAME x m SCREW, SEE SHEET 4 FOR PART DETAIL) W ow I 4" MA r INSTALLATION CLIPS WHERE-" d EXTERIOR ELEVATION: SHOWN AT SILL. SEE "FRAME XO WINDOW ANCHOR REQUIREMENTS TABLE" SCALE: 3/4 ON THIS SHEET FOR "' 1'- 0" REQUIREMENTS. ( FRAME SCREW AND CLIP MOUNT CONDITION) ALLOWABLE DESIGN PRESSURE XO & OX UNITS) MAX. MAX. ALLOWABLE FRAME FRAME PRESSURE WIDTH HEIGHT PSF) IN.) IN.) 52 1/4 62 50 72 44 50 73 1/2 72 25 78 62 25 96 1 62 1 30 PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOWS STATE APPROVAL OR THAT SHOWN IN THIS TABLE. ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHDR( S) USED IN TESTING WITH THIS PRODUCT. INSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/ OR INFORMATION A, RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON 11-1E REFERENCED PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE IN DNS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPUCABLE STANDARDS. Lo o o , tp: z 0J. 2Ii 0 3 U a I z0ZcD z z0 to z W W 0 L0N0 o zDD0m w Z6 jE^< cD zB< Z < i wad - off^ W Cj Wzn_ U7 omo N m ZA3Za INSTALLATION OF ANY OTHER PRODUCT NOR MAY USED FOR RATIONAL AND/OR LOCAL APPROVAL SHEET NO, RODUCT NOT PRODUCED BY THE MANUFACTURER 1 OF G IN THESE DRAWINGS. I J N w. CHELWEO BY: W.W.S. PIDT:.rt.Y WTE0 104/14 k oo z O o N o z_ i d EXTERIOR ELEVATION: 3 w Q a XOX WINDOW ¢ 5 N 5 SCALE: 3/4" = 1'-0" a. w a ( NAIL FIN MOUNT CONDITION) z z rn 4 MAX.X. z zon wQw z v) wa < w r K 2 w U gg to wZ o3 vOi o n UO omo N cNZ n N3U y•M •• LL•y, y o W o: N 2J% •'. Z 'yy sa SHOWN ATINSTALLATIOSILL.ISEEPS HFRAME EEXOOXRWENDOWION: .......i 6dMi PR;" 3ANCHORREQUIREMENTSTABLE" SCALE: 3/4" = 1'-O" ON SHEET 1 FOR REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) o186 NO. REV. 1 WNG B SHEET N0. 2 Of 5 120" MAX. FRAME WIDTH Al 2" 2" 3 CLUSTER FIN FASTENERS AT MEETING RAIL ENDS 81 SUCH THAT THERE ARE A TOTAL OF s POSITIONED AS 4 v SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" x ON SHEET 1 FOR SCREW REQUIREMENTS. FIN FASTENER WITHIN 2" OF CORNERS & 4 1/2" MAX. O.C. WHEN JOB REQUIRED DESIGN PRESSURE IS OVER m 35 PSF; 9" MAX. O.C. WHEN JOB REQUIRED DESIGN PRESSURE IS +/-35 PSF OR LESS. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEEP 1 FOR I REQUIREMENTS. / 120" MAX. FRAME WIDTH MAX. 12" MAX. 6" 6" 12" MAX. O.C. 6" 6" 12" MAX. O.C. O.C. 4" MA A2 3 4" MAX r 62 a v FRAME SCREWS WHERE SHOWN AT FRAMEHEAD &SIDES. SEE I ANCHOR REQUIREMENTS TABLE" ON c ALLOWABLE DESIGN PRESSURE XOX UNITS) MAX. MAX. ALLOWABLE FRAME FRAME PRESSURE WIDTH HEIGHT PSF) IN.) IN.) 96 72 25 1os as so 120 62 30 PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOWS STATE APPROVAL OR THAT SHOWN IN THIS TABLE. DRWN 8Y: CHELNE Bv: M.W.S. P1Dt: M MTEOR/M/1V 78" MAX. FRAME WIDTH 78" MAX. FRAME WIDTH 4" MAX. 12" MAX. O.C. 4" MAX. SIMILAR F SIMILAR 3 A2 3 s 4" MAX. 62 12 O.C. 4 2" 3" 3" Z B1 B2 3 X?¢N 4 4 X X W d I a_ U Z N N o Oz a Smmtg N 47 O $ z N zm rJ D Z W < ' 4"' MAX. > z z i Q -r Wd&giS w z3 2" 6" 8., m Lu K .. 4'" MAX. 12" MAX. O.C. 12" MAX. O.C. 4" MAX. om U5 050EXTERIORELEVATION: N EnN m XO OR OX WINDOW WITH TRANSOM Z EXTERIOR ELEVATION: — -3oo SCALE: 3 4" = 1'-O" NAIL FIN MOUNT CONDITION ALLOWABLE DESIGN PRESSURE XO OR OX WINDOW WITH TRANSOM `P 1 SCALE: 3/4" = 1'-0" ` Q : ............ STRANSOMUNITS)(FRAME SCREW AND CLIP MOUNT CONDITION) ZQ L y 25 PSF _—v;y c2 0 W cLia ® a O • Z' y w as 0 WING N0. R . 1869 B SHEEP NO. 3 of rj CLUSTER FIN FASTENERS AT MULLION &MEETING RAIL ENDS SUCH THAT THERE ARE A TOTAL OF 5 POSITIONED AS SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR REQUIREMENTS. I FIN FASTENER WITHIN 2" OF CORNERS & 9" MAX. O.C. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET i FOR REQUIREMENTS. j I j v FRAME SCREWS WHERE SHOWN AT HEAD &SIDES. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET i FOR REQUIREMENTS. INSTALLATION CLIPS WHERE SHOWN AT SILL. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. FIN FASTENER PER FRAME SCREW PER ELEVATION SUBSTRATE BY SUBSTRATE BY- ELEVATION SUBSTRATE BY SEALANT BY OTHERS OTHERS PER FRAME SCREW OTHERS PER SEALANT BY OTHERS OTHERS PER BEHIND NAIL FIN FRAME ANCHOR PER ELEVATION FRAME ANCHOR BEHIND FRAME FLANGE FRAME ANCHOR REQUIREMENTS i REQUIREMENTS REQUIREMENTS TABLE" TABLE" TABLE" 1/4" MAX. 1/4" MAX. SHIM 1/4" MAX. SHIM SPACE AT EACH ANCHOR , AT EACH ANCHOR SEALANT BY p SEALANT BY O SEALANT BY 0 OTHERS LfI( OTHERS OTHERSnI 2 1 SEAL SPACE WITH = LOW EXPANSION c FOAM AROUND = 4 4 PERIMETER OF FRAME FILLER FRAME FILLER WINDOW FRAME D W EXTERIOR SEAL SPACE EXTERIOR SEAL SPACE EXTERIOR WITH LOW WITH LOW EXPANSION r EXPANSION FOAM AROUND FOAM AROUND j PERIMETER OF = PERIMETER OF = ALTERNATE SECTIONWINDOWWINDOW A2 FRAME FRAME ¢ SCALE: 1/2 FULL 3 LL FRAME SCREW MOUNT CONDITION WITH FLANGE) O O SHIM AS REQ'D TO SUPPORT & ALIGN SHIM AS REQ'D TO SUPPORT &ALIGN WINDOW WINDOW a a 3 INSTALLATION SEALANT BY p SEALANT BY p CLIP OTHERS OTHERS 1/4„ MAX. j... SPACE 1/4" MAX. MAX. 3/16" SHIM SPACE THICK X 3" LONG SHIM AT EACH CLIP SEALANT BY OTHERS SUBSTRATE BY SUBSTRATE BY OTHERS INSTALLATION CUP SCREW PER BEHIND NAIL FIN OTHERS PER PER "FRAME ANCHOR FRAME ANCHOR REQUIREMENTS FIN FASTENER PER FRAME ANCHOR REQUIREMENTS TABLE" TABLE" (2 PER CLIP)- ELEVATION REQUIREMENTS TABLE" SECTION A2 SECTION Al SCALE: 3/4 FULL 3 SCALE: 3/4 FULL 3 FRAME SCREW & INSTALLATION CLIP MOUNT NAIL FIN MOUNT) CONDITION) wa'o d N O W Z Q N a 06 Zm rD W QWZO a Z -w a zSof W LLZ glX V)zm 3ci na 3 1/4" MAX. SPACE SUBSTRATE BY OTHERS PER FRAME ANCHOR :•.' REQUIREMENTS TABLE" FIN FASTENER PER ELEVATION `^ FRAME WIDTH -- SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME SEALANT BY OTHERS BEHIND NAIL ILAFIN SEALANT BY OTHERS EXTERIOR SECTION B1 SCALE: 3/4 FULL 4 NAIL FIN MOUNT) 1/4" MAX. SHIM AT EACH ANCHOR SUBSTRATE BY OTHERS PER FRAME ANCHOR :.. REQUIREMENTS TABLE" FRAME HEIGHT --- SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME FRAME SCREW — — PER ELEVATION -' o 4 FRAME FILLER SEALANT BY OTHERS EXTERIOR SECTION 62 SCALE: 3/4 FULL 4 FRAME SCREW MOUNT CONDITION) 1/4" MAX. SHIM AT EACH ANCHOR SUBSTRATE BY OTHERS PER FRAME ANCHOR ,•^ REQUIREMENTS TABLE" FRAME HEIGHT — SEAL SPACE WITH LOW- EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME _ FRAME SCREW PER ELEVATION 0 4 SEALANT BY FRAME FILLERo OTHERS BEHIND FRAME FLANGE SEALANT BY 2 1 OTHERS EXTERIOR 3 z Fw'o ALTERNATE SECTION B2 3 Z s 7 SCALE: 1/2 FULL 4 L, g `D FRAME SCREW MOUNT CONDITION WITH FLANGE) a 5o W 0.375 CONTINUOUS WOOD MEMBER LESS 0.604 —{ —I 1.020 N THICKNESS 500THANA2X— BUCK T_ TO BE MIN. 3 1/2" DEEP (NOT SUBSTRATE BY OTHERS D 0.225 J REQUIRED WHEN SHIM SPACE IS PER "FRAME ANCHOR uUnWITHINALLOWABLEDIMENSIONSREQUIREMENTSTABLE" 2.485 LENGTH = 3.000" SHOWN IN SECTIONS). 0.604 —{ p 3.000 ®FRAME FILLER i .. . B60 0 (RIGID PVC) 0.860 l(NOTE THAT WHEN 1 JOB REQUIREDT0.500 SE) ERIOR p • 0.059 0.059J DESIGN PRESSURE OTFRAME FLANGE FRAME FLANGE IS OVER +/-35 A RIGID PVC) (RIGID PVC) 1325FRAME FILLER MUST 0. 060BE USED AT EACH FRAME SCREW PERFRAME SCREW) ELEVATION & " FRAME ANCHOR REQUIREMENTS 0.293 TABLE" O (RIGID ATt) CLIP RIGID PVC OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER HEAD SECTION SHOWN: SIDES ARE INSTALLED THE SAME) DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) z o zo Uaoom J W Q a Z_ Zv o a zQznW Lid r9: Fr w 'o9 wW& cn ¢ 15 N= N tNN mx ZZ z 3U a a 11111111// A g 3 Ad z0 47 o O:J: 4 bq : z d W [L• a Z N.•yy 41 r SHEEP NO. 5 OF 5 REQUIRED INSPECTION SEQUENCE BP# 1-7 I SoZ Address: t co Sok-lb- PL06 . IBM ILD-1 GPERMIT min Max etion Descri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour, . Lintel / Tie Beam / Fill / Down Cell Sheathing -_Walls Sheathing - Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) ELEICTR CAA L P ERMlT min Max lens, eetion Descri do Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final j'p h §-xfw W+s ti#. +. V=' m: 'h # F 'Y2'%IYA'G iF3.7:iN J,M`+F'KA1tliY'._:w"". '+' . Y !` , Min Max Inspection Descl! tiou Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final IE D-IIrANIIdv,1f.,1fD1ER1 V' Min Max Ins2ection Descri tllon Mechanical Rough Mechanical Final Min Max d Kk.Fd9 y lusipection Descri tion Gas Underground Gas Rough Gas in REVISED: June 2014 rwi$1NA,TlV WElf"W-T,-JP.',R ARE- sY: OF COMMEN 4, Phq e Number; . v.Ah Chap* 7i3..fbftda.:Stafutes, She s. sttRbnr%It aPpi late. a:capybr tr, :Ippym t aona i s c n r Rddre'ss: ... Ftriipunt at bond. 004idsd by'Seclioni.. Name.... Phtine Add mi t atld ggrty f2Wner;d sigiiates ... ot. _ _ ta,@ceivea soppbf'tbe llarksrst+iaticeas prova)eo igtpc cin 71 rA3( xb} flOiiilB.statut 5 f'iYbfi _huntber t pie lg:specitieif}:... . GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2017052137 BK 8920 Pg 1501; (1pg) E-RECORDED 05/24/2017 03:04:36 PM 10.00