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Home My WebLink About3301 S Park Ave (2)Job Address S� Historic District: Yes❑NoFv—1 Parcel ID: Residential Commercial❑ Type of Work: New[] Addition❑ Alteration❑✓ Repair ❑ Demo ❑ Change of Use❑ Move ❑ Description of Work: Replace 9 openings size for size windows. Plan Review Contact Person: Gary Barson Phone:786-556-4975 Fax: Title: Email: gbarson@nationalpermitcompany.com Property Owner Information Name Constance Davis Phone: 706-399-0599 Street: 3501 S Park Ave City, State Zip: Sanford, FI 32771 Name Lowe's Home Centers Resident of property? :.Yes Contractor Information Phone: 786-556-4975 Street: 3780 S Orlando Dr Fax: City, State Zip: Sanford, FI 32773 State License No.: CGC1508417 Arch itect/Eng1neer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: 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. Il FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application �CJ� 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 constructio)} and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ture of Contractor/Agent Contractor/Agent's Name Signature Contractor/Agent is Produced ID Date of Florida D�� ARSQN 110 FA •, o _ /Personal_�,-Y,�,*%pvvt"to1;; o yP 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: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: SF */• 17-IS Revised: January 1, 2018 Pen -nit Application IR]EQUltl[ ED IINSF EcCTILON SIEQU>ENC E' Bpff- 1(;� • Isk� Address: Iy1IIlIIn 1��{. I[n� ecl�ll®n IIDe�c�fi �Il®n. ms a Footer / Setback Remwall Foundation / Form Board..*Survey Slab /' 112ono Slab. Prepour Lintel / Tie Beam / FiTI /Down Cell Sheathing— Walls- Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Finar Roof Final Stucco• / Siding Insulation Final Final Utility Building Final Door cry Final Window Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre --Demo Final Demo. Filial Single F.a=.'Ty- Residence Final. Building. Other IIPu�r .:. _. . IMn M= j Inspecdo Description Electric. Underground Footer /' Slab Steel. Bond Electric Rough_ T.U.G. Pre -Power Final Electric Final 5�^`1Vi YRSYr,.t�f j�.1..Q7 i3Y'L'AY G�'� Vt7�i(�%=¢t{'+V✓i��.�., }yVS^j{n 7+y.�F�i.yP(4w� i�.TVIFY1�i}i �.n{l �i'��. F�iLi,�1'i ry nn I\Y kx llus2ectnon Desc�nEflon Plumbing Underground Plumbing Sewer Plumbing Tub. Set Plumbing Final 1�.4ry+�,"LWiI'211LV41'.�SIL'��IL9.lvILIL Imn Max I� Sry ' ..3� _ � Ebb ection I(DtscrllL� I®n Mechanical Rough Mechanical. Final. Minn Max rms ecinonn. Descrij2flonn Gas Underground Gas Rough Gas Final R EWS EIID: June 2014 4/11/2018 SCPA Parcel View: 12-20-30-502-0000-0400 Property Record Card Parcel: 12-20-30-502-0000-0400 r r , Property Address: 3301 SPARK AVE SANFORD, Fl- 32771 Legal Description ........ ...... _ ............... .. LOTS 40 + 41 —. -_... _ .. - SOUTH PINECREST 3RD ADD PB 11 PG 63 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value Count General Fund Y .................. ....... ....... (...__ $154 454 ____ $154,454 $p Schools $154 454 i $154,454 $0 CitySanford .... _........................j .—.,.. $154 454 _.,...�. ._...-_ �.__ __�._._._._,...... $154 454 ._� $0 SJWM(Samt Johns Water Maria9 ement)$154 ......_ 454 $154 454 $0 County Bonds $154 454 $154,454 $p Sales Description ---- _ _ _ Date ! Book Page Amount Qualified I Vac/Imp I --___-_ __------ - .---- _ _ ._ WARRANTY DEED _.._._..... .........._- _ __---_...._ _- 7/1/2015 1.__ .......... _____..._ 08513 0409 ...... __-- 1 _ $195,000 Yes Improved II WARRANTY DEED 8/1/2006 _..__.__.___ �..... ... 06411 0885 _-- $235 000 , Yes _.. Improved WARRANTY DEED 1/1/2005 05614 i 0685 $165 000 3 Yes Improved .... . _ ..... WARRANTY DEED __. -.. 7/1/2002 .......... 04453 0364 _. — ______....._.._...._......_._..._._._...----.._____.._.. $89,000 No Improved _---.._....__..._..___.._._._._.___.._... : ........................ _.........._......................................_._.1 Find comparablo Uws I Land _._- _ .............-_ : Method ( Frontage Depth __...... I Units _ C Units Price ......... - :. ...... Land Value .. LOT .._...__._•__....._.....___..-__._.._,._..:..._........_._.__.._.._._..._........._._._.__.,,....,._.__......:._--...._ 0.00 ............._..._.._......--___.._....._.----.--..__.._,......_-......__.._.___ 0.00 1 _................._..........._•____._....._.__...._......_..._._..._-._............._3 $28,000.00 i ---,.._...,__..._.___.........__...._....._._....._......_....._,_..__...._...i $23 800 j Building Information Is Bed/Bath d/B'ath count incorrect? Click Here, __ -- - -- _ -_---- _--- _ - ._------- . ._. _ ...._... - _ __- _-1__r-_ hUp://parceldetail.scpafl.org/Parcel Detail Info.aspx?PI D=12203050200000400 I 1 /2 LOWE'S AIITHOROED it wT NUItBER z .b ST NO. SET ADDRESS CrtY STATE zP. DA: 1LNYE'6 CONTRACTOR LKXNSE NUMBER .. '��' � CflCl�eA1T 'TN°'�2'"�' A4�k►9bro�aet"P�F.Mt�IMTli4tfrd, bgiii�t'�L' °c`A�niorbt'�'�Y►`',s'ia`rMsas� PI 6TO RELEASE: CustotnaY grants to Lowe's and Lowe'B employees arv&kxfBpendent contractors"the right totaike photographs of the Prenuses Where, installation, rvicBs wiN ba pBrtDm d and aN work performed at the Premises related to this Con' tract; Brid girt OMMy grants to t.owe'6 all right. title"end Vest in and to the photographs fiai, use in"311 Mikeis and media, worWwade, h porpetuity, CuStomer Butho im Lowe's to 01opyright, use and publish the. pFwlogrephs:in print andlor etechordcaliy, and agrees ttrat t owe,'s may use srxh;photogrephs for any Iaw(ui purpose, including; but not limited to, marketing, advertising, pubiieit .11ftstralkm. Itrwl no and Wati"cofttent. By(nitiatng hem Custorner agrees "to,ihe fomookrg, [Customer:to inN ai m:the 18itj.. This Contract provides that all claims'by,'Custonw or Lowe'a"will be'msotved bySlNDING,ARsiTRATiON. CustcrRer and Low a GIVE UP THE RIGHT TO GO TO COURT•to a 4orca ":Con d (EXCEPT for rnattofs DWI may. bb talren to sM Ct:1UMs COURTj. LoweWand Customer's rights V.111 be daffirmitred bY; a NEUTRAL ARBITRltT,OR and k0T a Judge, or jury Lows'd; and C6stomer' aro anlitled to a FAIR HEA11 RINP. But the, arbitration procedures are 31MPLER 11Nt1• MCRE'LWITED THAN RULES APPLICABLE IN COURT. Arblttator dme{sinris "aro as arttorcoeble as any court wdarancf are wbjactto VERY, LIAtrTED'REVIEW"BY A COURT. FOkMORt DUAiIs�-kw4 w the section tkiad A$ W t"TtLnM er.RVreMaMr,%WAR cn he 111ov TRIAL AND WAIVER OF CLASS ACTION ADJUDICATION found in iho Tanns and CoadWona"of thUi Contract; RECORD COPY Product Approval S i tion Form ANNFORO Permit ## 8- 1 8 Q 9 �"o RTM�� Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding R CODE COMPLIANCE Sectional SE Roll Up PLANS EXAMINER Automatic'DATE Other 2. Windows Single Hun Horizontal Slider , R, L . Double Hun Fixed Awning Pass Through Projected LICENSE TO PROCEED WITH THE WORK AND NOT AS Mullions AUTHORITY TO VI ASIDE ANY OF THE PROVISIONS OF THE T CHNICAI Wind Breaker GODES,.NOR SHALL ISSUANCE OF A PERMI r PREVENT Dual Action Other CONSTRUCTION OR VIOLATIONS OF THt CODE June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name (Please Print) June 2014 ml Dctafls - Sand if6td.' Tdin - Tlhbmas�,E- https"!]Outb6'k-Ofrlce.zOMIOW&-?vie,wt-dodel=.ReadMessageltem AO� 2 of 7 3 ME= I 0313012018 09:36 AM Florida Building Code Online 16809 Code Version 2017 FL# ALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL ALL Compliance Method Quality Assurance Entity Contract Expired ALL Quality Assurance Entity 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 Other ALL iearcn Kesums - Status FL# Type Manufacturer Validated By Terrence E. Lunn, PE E Approved FL16809-R4 Affirmation Pella Corporation 625-6455 category: Windows i 561 ) History Subcategory: Horizontal Slider 'Aooroved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 22601 Blair Stone Road. T-Ihhassee FL 32399 Phone' 850-487-1824 The State of Florida is an AA/EEO employer. 4ogyrsght 2007-2013 State of Florida.:: Priva_L5Lgjment :: 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 meat with an . *Pursuant s Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with on email address if taeperso al 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 p address, please provide the Department with an email address which can be e a available to the public. To determine if you are a licensee under Chapter 455, F.s., Product Approval Accepts: L C) /--,j t Irl https://www.floridabuilding.org/pr/Pr_app_Ist.aspx 1/1 � Product Approval 0 USER: Public User br .•'ylC YS "'MS r?p'i3''c{ISEA Product Aooroval Menu > Product or Application Search > Apptication List > Application Detail S FL16809-R4 FL # Application Type Affirmation Code Version 2017 Approved Application Status Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641) 621-6096 pellaproductapproval@pella.com Authorized Signature Beth Phelps phelpsba@pella.com Technical Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND, OR 97230 (503)405-9176 tbfarr@pella.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella, IA 50219 (641) 621-1000 P)Bortscheller@pelia.com Windows Category Horizontal Slider Subcategory Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Terrence E. Lunn, PE Validated By �Validation Checklist - Hardcopy Received Year Referenced Standard and Year (of Standard) AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 AAMA/WDMA/CSA 101/I.S.2/A440-11 2011 Equivalence of Product Standards Certified By -) I 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 63e No 0 N/A https:/lwww.floridabuilding.org/prlpr_app_dU.aspx?param=wGEVXQwtDgtmmTSTNdVPsX9SKGZmZSEpriz4l4U3SwRi 2ReY9Z7daw°/a3d%3d 4/14/2018 Florida Building Code Online Product Apprbval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of FL # Model, Number or Name 16809.1 i 250 Series Sliding Window Method 1 Option A 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. 16809.2 j 250 Series Sliding Window 12/05/2017 12/05/2017 12/06/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16809.3 1250 Series Sliding Window 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. 16809.4 j 250 Series Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. Description 72" x 44" vinyl non -impact XO/OX sliding window with lock stile reinforcement Certification Agency Certificate FL16809 R4 C CAC CCL 411-H-1463.18 .19.pdf Quality Assurance Contract Expiration Date 05/24/2021 Installation Instructions FL16809 R4 II Drawing 1869.pd Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports Fl.16809 R4 AE Drawing 1869.Ddf Created by Independent Third Party: Yes 72" x 44" vinyl non -impact XO/OX sliding window with lock and meeting stile reinforcements. Certification Agency Certificate FL16809 R4 C CAC CCL 411 H-1463.22 .23.p�_f Quality Assurance Contract Expiration Date 05/24/2021 Installation Instructions FL16809 R4 II Drawing 1869.p&f. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing186MJdf Created by Independent Third Party: Yes 108" x 44" 1/4 vent vinyl non -impact XOX sliding window with lock stile reinforcement. Certification Agency Certificate FL16809 RA..0 CAC CCL 411-H-1463.02 .03.pdf Quality Assurance Contract Expiration Date 08/06/2021 Installation Instructions FL16809 R4 II Drawing 1869.p9f Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 186 Of Created by Independent Third Party: Yes 108" x 44" 1/4 vent vinyl non -impact XOX sliding window with lock and meeting stile reinforcements. Certification Agency Certificate FL16809 R4 C CAC CCL 411-H-1463.04 .05.pdf Quality Assurance Contract Expiration Date 08/06/2021 Installation Instructions F1.16809 R4 II Drawing 1869•pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 aF Drawing 1869.p.S1f Created by Independent Third Party: Yes FApproved i 250 Series Sliding Window j 108" x 44" 1/3 vent vinyl non -impact XOX sliding window with lock stile reinforcement. Certification Agency Certificate use in HVHZ: No FL16809 R4 C CAC CCL411-H-1463.08 .09.pdf r use outside HVHZ: Yes Quality Assurance Contract Expiration Date tant: NoOS/06/2021ure: +35/-35 I Installation Instructions https:/twww.floddabuilding.org/pr/pr app_dt.aspx?param=wGEVXQwtDgtmmTSTNdVPsXgSKGZmZSEPrJz4l4U3SwRl2ReY9Z7daw%3d%3d Florida Building Code Online 4/14/2018 , Other: Configurations of glass shall conform to the current j Ft i 6SQ9 R4 II Drawing 1869•Of ASTM E1300 standard. I, Verified By: Warren W. Schaefer RE.44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 1869.pdf I Created by Independent Third Party: Yes 16809.6 1 250 Series Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16809.7 1 250 Series Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16809.8 1250 Series Sliding Window Limits of Use Approved for'use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16809.9 250 Series Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16809.10 250 Series Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 108" x 44" 1/3 vent vinyl non -impact XOX sliding window with lock and meeting stile reinforcements. Certification Agency Certificate FL16809 R4 T CAC CCL 411-H-1463 10 iLodf Quality Assurance Contract Expiration Date 08/06/2021 Installation Instructions FL16802 R4 II Drawing 1869.psf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports F1 16809 R4 AE Drawing 1869.pdf Created by Independent Third Party: Yes 52.25" x 62" vinyl non -impact XO/OX sliding window with lock and meeting stile reinforcements. Certification Agency Certificate n uuno Rd r CAC CCL- 411-H-1463.58.(Zd1 Quality Assurance Contract Expiration Date 10/12/2025 Installation Instructions FL16809 R4 II Drawing $69.p-df Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 1869.Pdf Created by Independent Third Party: Yes 96" x 62" vinyl non -impact XO/OX sliding window with lock and meeting stile reinforcements. Certification Agency Certificate FL16809 R4 C C.Ar rCl - 411-H-1463.SO. �df Quality Assurance Contract Expiration Date 10/19/2025 Installation Instructions EL16809 R4 II Drawing ] 8¢22� Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE DrawingMUM& Created by Independent Third Party: Yes 78" x 84.5" overall size vinyl non -impact XO/OX sliding window with integral transom. Certification Agency Certificate FL16809 R4 C CAC CCL 411-H-1463.24 .25.pdf Quality Assurance Contract Expiration Date 08/29/2021 Installation Instructions FL16809 R4 II Drawing 1869.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 A Drawin g_1869.p-df_ Created by Independent Third Party: Yes 120" x 62" vinyl non -impact XOX 1/4 vent sliding window with lock and meeting stile reinforcements. Certification Agency Certificate FL16809 R4 C CAC CCL-411-H-1463.34.pdf Quality Assurance Contract Expiration Date 10/15/2025 Installation Instructions FL16809 R4 II Drawing 1869.Rdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 1 869.Pdf 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 GEVXQwtDgtmmTSTNdVPsXgSKGZmZSEPrJz4l4U3SwR12ReY9Z7daw%3d%3d https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w 4/14/2018 Florida Building Code Online I lock and meeting stile reinforcements. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 other: Configurations of glass shall conform to the current ASTM E1300 standard. 16809.12 ; 250 Series Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 other: Configurations of glass shall conform to the current ASTM E1300 standard. 16809.13 250 Series Sliding Window E Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 other: Configurations of glass shall conform to the current ASTM E1300 standard. 16809.14 1 250 Series Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 other: Configurations of glass shall conform to the current ASTM E1300 standard. Certification Agency Certificate FL16809 R4 C CAC CCL- 411-H-1463.38.pdf Quality Assurance Contract Expiration Date 10/15/2025 Installation Instructions F1.16809 R4 II Drawing 18 9.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 1869.pdf Created by Independent Third Party: Yes 96" x 72" vinyl non -impact XOX 1/4 vent sliding window with lock and meeting stile reinforcements. Certification Agency Certificate FL16809 R4 C CAC CCL- 411-H-1463.42.Ddf Quality Assurance Contract Expiration Date 10/13/2025 Installation Instructions FL16809 R4 II Drawing 1869.pdf Verified By: Warren W. Schaefer 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 1869.pdf Created by Independent Third Party: Yes 96" x 72" vinyl non -impact XOX 1/3 vent sliding window with lock and meeting stile reinforcements. Certification Agency Certificate FL16809 R4 C CAC CCL-411-H-1463.46.pdf Quality Assurance Contract Expiration Date 10/13/2025 Installation Instructions FI-16809 R4 II Drawing 1869.pdf Verified By: Warren W. Schaefer 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 1869,pdf Created by Independent Third Party: Yes 73.5" x 72" vinyl non -impact XO/OX sliding window with lock and meeting stile reinforcements. Certification Agency Certificate FL16809 R4 C CAC CCL- 411-H-1463 54 pdf Quality Assurance Contract Expiration Date 10/19/2025 Installation Instructions FL16809 R4 II Drawing 1869.p_d_f Verified By: Warren W. Schaefer 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 1869.pdf Created by Independent Third Party: Yes ack Next B Contact Us :: 2601 Blair Stone Road,-Tallahasseg FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State gf Florida.:: Privacy Statement :: Acce ibi ty S atement :: 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 ple made ease click available to the public. To determine if you are a licensee under Chapter 455, F.S., Product Approval Accepts: FM GMKI ME RE https://www.floridabuilding.org/pr/pr_app_db.aspx?param=wGEVXQwtDgtmmTSTNdVpsXgSKGZmZSEPrJZ414U3SwRl 2ReY9Z7daw%3d%3d 1. OR BE IS 11 FASTENERS. SHALL BE IN ACCORDANCE WITH THESE SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL DOGS. EYOND WALL FINISH OR SNCCO. BUCKING & BUCKING FASTENERS MUST BE )PINGS, ERLY DESIGNED h INSTALLED TO TRANSFER WIND LOADS 10. STRUCTURE MESE NON-IMPACI RATED PRODUCT INSTALLATIONS ARE N AND MEET THE REQUIREMENTS OF THE FLORIDA )RDANCE WITH ANG CODEi(FEC). ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE SHAM BE CAPABLE DF So BUCKS OR WOOD FRAMING _ CAUSED BY THE PRESSURE TREATING STING CORROSION WCALS IN hIE -WOOD. MATERIALS,. INCLUDING BUT NOT UMITED TO STEEL SCREWS• w COME INTO CONTACT WITH OTHER DISSIMILAR WTERALS OF FLORIDA BUILDING CODE to N J. MEET THE REQUIRFAIENTS PIER 20. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN 6 QU1111Y ASSURED BY A FLORIDA STATE _ 41 F- EN IS CERTIFIED ROVED CERTIFlCATION/QCA ENTTIY 8 SHALL BE LABELED IN AND THE FLORIDA DEPARTMENT OF = Z w OROANCE WITH THE INFSS 8 PROFESSIONAL REGULATION SPECIFICATIONS IS NOT PART OF THIS DRAWING AND SHALL J IWC7 ASSEMBLY IN ACCORDANCE WITH THE MANUFACTURER'S DUAL" t1 4 ;URANCE SPECIFICATIONS k TESTING REPORTS - CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE , : w aDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) PRODUCT WITHOUT A BUILDING PERMIT FROM THE APPLICABLE j u) INSTALLED ;AL BUILDING DEPARTMENT. PRODUCT IS INSTALLED BY ..CONTRACTOR EXPERIENCED WITH UCENS w D w (ONE OTHER THAN A TALIATIONS OF THIS TYPE OF PRODUCT. 3) IF CHANGES HAVE PRODUCT'S -CERTIFICATION ENTITY'S CERTIFICATE CURRED TO THE AT CAUSE THESE INSTALLATIONS: TO BE INCORRECT OR IN THIS :ONSISTFNT WITH WHAT HAS BEEN TESTED. - THE LEAST DESIGN � CONTROL FOR P ODUCTSRC�ECATION AWING OR IN THE PRODUCTS E INSTALLED PRODUCT. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY - OF THE INSTALLED PRODUCT IS. NOT PART OF ,TER PROOFING IIS INSTALAWN-CERTIFICATION. THAT RESPONSIBILITY SHALL RE OR INS7AL1FIt THAT OF THE MANUFACTURER k/ _ ___...... TYPE FOR MAX. FRAME WIDTH, SEE PRESSURE TABLE ON THIS SHEET. FOR MAX. FRAME WIDTH, SEE PRESSURE TABLE 6" 6" 4" MAX. ON THIS SHEET. 4" MAX. 12" MAX. O.C. 12" MAX. O.C. 2" � A2 3 4" MAX. v CLUSTER FIN FASTENERS AT MEETING RAIL ENDS SUCH THAT THERE ARE TOTAL OF 5 POSITIONED AS SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. A / FIN FASTENER WITHIN 2" N 2 FRAME SCREWS WHERE SHOWN AT HEAD k SLOES. OF CORNERS & 4 1/2" 4 SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS MAX. O.C. WHEN 101 SHEET FOR REQUIREMENTS. (NOTE THAT WHEN JOB Uo REQUIRED DESIGN = Z REQUIRED DESIGN PRESSURE IS OVER +/-35 A PRESSURE IS OVER +/-35 w o FRAME FILLER MUST BE USED AT EACH FRAME I PSF; 9' MAX. O.C. WHEN: m SCREW, SEE SHEET 4 FOR PART DETAIL) JOB REQUIRED DESIGN 'PRESSURE IS +/-35 PSF x RY W.WS s� 4 s 8 Z ANCHOR REQUIREMENTS n ;o F N a TABLE" ON THIS SHEET oLL j I FOR REQUIREMENTS. a / / 4" MAX. IiZScv OR LESS. SEE."FRAME SCALE: 3/4"'='1'-0" (NAIL FIN MOUNT CONDITION) TABLE FIN TO MINIMUM MINIMUM R TYPE EMBED EDGE DIST. 20 WOOD FRAMEORBUCK N0. 10 SMS OR WOOD SCREW 1 1/4 3/4" (MIN: OR. 3 k G=0.55} 1gGA. 33 KSI METAL STUD 2" 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2„ MIN. 1/8" THK A36 STEEL N0. 10 GR. 5 SELF TAP DRILL SCREW FULL i/2" TG lIlu N0. 10 GR. 5 SELF TAP DRILL SCREW FULL 111 IIVJINLVAIIV Iv .,..�-...••-- MIN. 2X4 WOOD FRAME OR BUCK Np, 10 SMS SCREW 1 1/4" 1/2" (MIN. GR. 3 h G MIN. 18! GA. 33 KSI METAL STUD N0. 10 R. 5 SELF TAP DRILL SCREW FULL 1 2' MIN.! 1/8" THK A36 ,STEEL N0. 10 G 1. 5 SELF TAP DRILL SCREW FULL 1/2" MIN. 1/8";THK 6063-T5 ALUM. N0.(2)O1/4" CONLF rAP DRIL SCREW 1FU�4" 122" 2500 PSI CONCRETE - (3) NAILING FIN FASTENERS IN. 20 WOOD FRAME OR BUCK N0. 8 SMS SCREW 1 3/8" 1/2" (MIN. GR. 3 k G=0.55) MIN. 2X4 WOOD FRAME OR BUCK 11 GA. ROOFING NAIL 1 3/8" 1/2" (MIN. GR. 3 k G=0.55) MIN.-i/8" THK A36STEEL N0. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" S SELF TAP/DRILL SC1/2" MIN. 1/8"-THK 606J-T5 ALUM.GR.REW FULL (1) FRAME AND INSTALLATION CUP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. (2) CONCRETE ONCR E SCREWS TAP ONSE(C.S oOR LSRS OOR NS HILTI)KWIKC-OCON E11 (C SE OR 5 S)). RAMSE(3) WHENSCREWSSCREWS ARE USED WITH THE THE SCREW HEAD. FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE INSTALLATION CLIPS WHERE EXTERIOR FI E MOL g Q SHOWN AT SILL. SEE "FRAME XO WINDOW j ANCHOR REQUIREMENTS TABLE" SCALE: 3/4" = 1'-0" Z ON THIS SHEET FOR Z REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) .... Ace laciTiATF EVAI l iAT10N NOTE � .ALL ALTERWE ANCHORS IN THEIR SPECIFIED Z 'SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND :3 zm TO BE EQUIVALENT TO OR STRONGER THAN THE z � 1 N ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. INGTM1Al10N EVALUAIWN R WED ON APPLICABLE ANCHOR STANON20.5 AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS THE W C FI:OR0-1 BUILDING CODE VERSRON CONSIDERED WITH THE EVALUATION WAS a. CCIOZ THAT RI FORCE AT THE TIME OF THE EVALUATION. IN THE EVEN! OF CODE w VERSION CIANGES/UPDATFS OR ON EVENT THAT NEW OR —➢1 - U1 16TNG b COMPLLTEO ON THE REFERENCED PRODUCTPRIOR TO STATING J COMPIAAIICE WITH ME STATE, THE MANUFACTUWR STALL CONFIRM O y, W!M iNE tlSTALUINGN EVALUATION ENGINEER OF CODE RECORD THAT THE N N INS/AUA77DNS SPECIFIED HERE -IN ARE CURRENT W!M THE THEN CURRENT ?;Z EsnRc, coGE AND APPUCAO E STANDARDS. GV�U 2a d AS bOt Z N 0 SWi�w * 4�� ac T Z GF ANY OTHER PoPNOOMY N RDNAL AND/OR SEET N0. PRO 1 of PROUD BY THE MANUFACNRER RY W.WS s� 4 s 8 Z ANCHOR REQUIREMENTS n ;o F N a TABLE" ON THIS SHEET oLL j I FOR REQUIREMENTS. a / / 4" MAX. IiZScv OR LESS. SEE."FRAME SCALE: 3/4"'='1'-0" (NAIL FIN MOUNT CONDITION) TABLE FIN TO MINIMUM MINIMUM R TYPE EMBED EDGE DIST. 20 WOOD FRAMEORBUCK N0. 10 SMS OR WOOD SCREW 1 1/4 3/4" (MIN: OR. 3 k G=0.55} 1gGA. 33 KSI METAL STUD 2" 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2„ MIN. 1/8" THK A36 STEEL N0. 10 GR. 5 SELF TAP DRILL SCREW FULL i/2" TG lIlu N0. 10 GR. 5 SELF TAP DRILL SCREW FULL 111 IIVJINLVAIIV Iv .,..�-...••-- MIN. 2X4 WOOD FRAME OR BUCK Np, 10 SMS SCREW 1 1/4" 1/2" (MIN. GR. 3 h G MIN. 18! GA. 33 KSI METAL STUD N0. 10 R. 5 SELF TAP DRILL SCREW FULL 1 2' MIN.! 1/8" THK A36 ,STEEL N0. 10 G 1. 5 SELF TAP DRILL SCREW FULL 1/2" MIN. 1/8";THK 6063-T5 ALUM. N0.(2)O1/4" CONLF rAP DRIL SCREW 1FU�4" 122" 2500 PSI CONCRETE - (3) NAILING FIN FASTENERS IN. 20 WOOD FRAME OR BUCK N0. 8 SMS SCREW 1 3/8" 1/2" (MIN. GR. 3 k G=0.55) MIN. 2X4 WOOD FRAME OR BUCK 11 GA. ROOFING NAIL 1 3/8" 1/2" (MIN. GR. 3 k G=0.55) MIN.-i/8" THK A36STEEL N0. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" S SELF TAP/DRILL SC1/2" MIN. 1/8"-THK 606J-T5 ALUM.GR.REW FULL (1) FRAME AND INSTALLATION CUP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. (2) CONCRETE ONCR E SCREWS TAP ONSE(C.S oOR LSRS OOR NS HILTI)KWIKC-OCON E11 (C SE OR 5 S)). RAMSE(3) WHENSCREWSSCREWS ARE USED WITH THE THE SCREW HEAD. FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE INSTALLATION CLIPS WHERE EXTERIOR FI E MOL g Q SHOWN AT SILL. SEE "FRAME XO WINDOW j ANCHOR REQUIREMENTS TABLE" SCALE: 3/4" = 1'-0" Z ON THIS SHEET FOR Z REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) .... Ace laciTiATF EVAI l iAT10N NOTE � .ALL ALTERWE ANCHORS IN THEIR SPECIFIED Z 'SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND :3 zm TO BE EQUIVALENT TO OR STRONGER THAN THE z � 1 N ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. INGTM1Al10N EVALUAIWN R WED ON APPLICABLE ANCHOR STANON20.5 AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS THE W C FI:OR0-1 BUILDING CODE VERSRON CONSIDERED WITH THE EVALUATION WAS a. CCIOZ THAT RI FORCE AT THE TIME OF THE EVALUATION. IN THE EVEN! OF CODE w VERSION CIANGES/UPDATFS OR ON EVENT THAT NEW OR —➢1 - U1 16TNG b COMPLLTEO ON THE REFERENCED PRODUCTPRIOR TO STATING J COMPIAAIICE WITH ME STATE, THE MANUFACTUWR STALL CONFIRM O y, W!M iNE tlSTALUINGN EVALUATION ENGINEER OF CODE RECORD THAT THE N N INS/AUA77DNS SPECIFIED HERE -IN ARE CURRENT W!M THE THEN CURRENT ?;Z EsnRc, coGE AND APPUCAO E STANDARDS. GV�U 2a d AS bOt Z N 0 SWi�w * 4�� ac T Z GF ANY OTHER PoPNOOMY N RDNAL AND/OR SEET N0. PRO 1 of PROUD BY THE MANUFACNRER INSTALLATION CLIPS WHERE EXTERIOR FI E MOL g Q SHOWN AT SILL. SEE "FRAME XO WINDOW j ANCHOR REQUIREMENTS TABLE" SCALE: 3/4" = 1'-0" Z ON THIS SHEET FOR Z REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) .... Ace laciTiATF EVAI l iAT10N NOTE � .ALL ALTERWE ANCHORS IN THEIR SPECIFIED Z 'SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND :3 zm TO BE EQUIVALENT TO OR STRONGER THAN THE z � 1 N ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. INGTM1Al10N EVALUAIWN R WED ON APPLICABLE ANCHOR STANON20.5 AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS THE W C FI:OR0-1 BUILDING CODE VERSRON CONSIDERED WITH THE EVALUATION WAS a. CCIOZ THAT RI FORCE AT THE TIME OF THE EVALUATION. IN THE EVEN! OF CODE w VERSION CIANGES/UPDATFS OR ON EVENT THAT NEW OR —➢1 - U1 16TNG b COMPLLTEO ON THE REFERENCED PRODUCTPRIOR TO STATING J COMPIAAIICE WITH ME STATE, THE MANUFACTUWR STALL CONFIRM O y, W!M iNE tlSTALUINGN EVALUATION ENGINEER OF CODE RECORD THAT THE N N INS/AUA77DNS SPECIFIED HERE -IN ARE CURRENT W!M THE THEN CURRENT ?;Z EsnRc, coGE AND APPUCAO E STANDARDS. GV�U 2a d AS bOt Z N 0 SWi�w * 4�� ac T Z GF ANY OTHER PoPNOOMY N RDNAL AND/OR SEET N0. PRO 1 of PROUD BY THE MANUFACNRER — 120" MAX. FRAME WIDTH — 2" j�— CLUSTER FIN FASTENERS AT MEETING RAIL ENDS SUCH THAT THERE ARE A TOTAL OF 5 POSITIONED :AS = Bt I SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS. w x w FIN FASTENER WITHIN 2" OF CORNERS & 4 1/2 MAX. -�- O.C. WHEN JOB REQUIRED DESIGN PRESSURE IS OVER +/-35 PSF; 9" MAX. O.C. WHEN JOB REQUIRED DESIGN PRESSURE IS +/-35 PSF OR LESS. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR / REQUIREMENTS. EXTERIOR ELEVATION: XOX WINDOW SCALE: 3/4" = 1 -0 (NAIL FIN MOUNT CONDITION) 120' MAX. FRAME WIDTH 6" 6" 6" 6" 12" MAX. 4" MAX. 12" MAX. 12" MAX. O.C. O.C. 4" MAX. O.C. A2 4" MAX. / / 2 FRAME SCREWS WHERE SHOWN AT = 4 HEAD & SIDES. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON `� SHEET 1 FOR REQUIREMENTS. (NOTE THAT WHEN JOB REQUIRED DESIGN PRESSURE IS OVER;+/-35 A FRAME FILLER MUST BE USED AT v EACH FRAME SCREW, SEE SHEET 4 FOR PART DETAIL) / 4" MAX. INSTALLATION CLIPS WHERE EXTERIOR ELEVATION: SHOWN AT SILL. SEE "FRAME XOX WINDOW ANCHOR REQUIREMENTS TABLE" SCALE: 3/4" = V-O" ON SHEET T FOR. FRAME SCREW AND CLIP MOUNT CONDITION) REQUIREMENTS. ALLOWABLE DESIGN PRESSURE (XOX LINffS) MAX. MAX. ALLOWABLE FRAME FRAME PRESSURE WIDTH HEIGHT (+/- PSF) (IN.) :(IN.) 96 72 25 108 44 50 120 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. •,r• '••.•a/o , cj :41co • � o sari 4 * Q o ac a y��•• Z �z QK N O 3 �z3cv 15 � a I o z z_ u�i ? rc m w z R' cn W CD a o IgN 2 of 5 78" MAX. FRAME WIDTH SIMILAR 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 z" REQUIREMENTS. L. v FIN FASTENER WITHIN 2" I OF CORNERS & 9' MAX- O.C. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. 7 j I illll2.. EXTERIOR FaLEVATIM XO OR OX WINDOW WITH TRANSOM SCALE: 3/4" = 1'-0. (NAIL FIN MOUNT CONDITION) 78" MAX. 'FRAME WIDTH 4" MAX. 12" MAX. O.C. 4" MAX. SIMILAR A2 3 v v v v -,----� v v v a" MAX. 4" MAX. �---12" MAX. O.C. 6' 6" 12" MAX. O.C. ---� EXTERIOR ELEVATION: XO OR OX WINDOW WITH TRANM rig PRESSURE SCALE: 3/4"NITS (FRAME SCREW AND CLIP MOUNT CONDITION) SF 2" MAX. O.C. U 4 4" MAX. F 4" MAX. :3 N`% o b'4 *,PA z �uo z N I � ozsN UQJQ � Jc4 44444a11111 z o z z :3 i rn J U, U 3� Li OF 5 FIN FASTENER PER ELEVATION SUBSTRATE BY SEALANT BY OTHERS OTHERS PER "FRAME ANCHOR BEHIND NAIL FIN REQUIREMENTS s .. TABLE" 1/4" MAX. SPACE { SEALANT BY-� Off_ OTHERS j — 1 Il - V EXTERIOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND 0 PERIMETER OF = WINDOW W II II FRAME-? SHIM AS REQ'D TO SUPPORT &ALIGN a WINDOW 5EALANT BY p OTHERS 1/4" MAX. SPACE SUBSTRATE BY SEALANT BY OTHERS OTHERS PER BEHIND NAIL FIN "FRAME ANCHOR FIN FASTENER PER REQUIREMENTS ELEVATION TABLE" SECTION rw, SCALE: 3/4 FULL 3 (NAIL FIN MOUNT) FRAME SCREW PER ELEVATION SUBSTRATE BY SUBSTRATE -BY- SEALANT BY OTHERS OTHERS PER FRAME SCREW OTHERS PER BEHIND FRAME FLANGE FRAME ANCHOR PER ELEVATION FRAME ANCHOR i' .r:. REQUIREMENTS REQUIREMENTS TABLE" TABLE" MAX. SHIM 1/4" MAX. SHIM EACH ANCHOR AT EACH ANCHOR , SEALANTBySEALANT BY O OTHERS OTHERS 2 1 ❑ SEAL SPACE WITH = ❑ D LOW EXPANSION FOAM AROUND i PERIMETER OF 4 4 WINDOW FRAME a FRAME FILLER FRAME FILLER EXTERIOR SEAL .SPACE EXTERIOR WITH LOW EXPANSION _ FOAM AROUND 9 PERIMETER OF = ALTERNATE SECTION (0,, FRAMEW SCALE: 1/2 FULL 3 9 (FRAME SCREW MOUNT CONDITION WITH FLANGE) SHIM AS REQ'D TO SUPPORT &ALIGN WINDOW 0 3 INSTALLATION SEALANT BY p CLIP OTHERS -----� t/4" MAX. MAX. 3/16" SHIM SPACE THICK X 3" LONG SHIM + r AT EACH CLIP SUBSTRATE BY OTHERS INSTALLATION CUP SCREW PER PER "FRAME ANCHOR "FRAME ANCHOR REQUIREMENTS REQUIREMENTS TABLE" TABLE" (2 PER CLIP). SECTION A2 SCALE: 3/.4 FULL 3 (FRAME SCREW & INSTALLATION CLIP MOUNT CONDITION) or 1/4" MAX. SPACE SUBSTRATE BY \ OTHERS PER "FRAME ANCHOR { REQUIREMENTS TABLE" FIN FASTENER PER ELEVATION `J SEALANT BY OTHERS BEHIND NAIL' FIN FRAME WIDTH ---- ,—SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME SEALANT By OTHERS EXTERIOR SECTION st 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 4 FRAME FILLER SEALANT BY OTHERS EXTERIOR SECTION B2 SCALE: 3/4 FULL 4 (FRAME SCREW MOUNT CONDITION) CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 3X_ BUCK SUBSTRATE BY OTHERS TO BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE IS PER "FRAME ANCHOR WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE" SHOWN IN SECTIONS) SEALANT BY OTHERS FRAME SCREW PER ELEVATION & "FRAME ANCHOR REQUIREMENTS TABLE" OPTIOF;AL nlrzFrT MOUNT DETAIL ?n ci l9STRATF WITH SPACER (HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) (DIRECT FOR DETAL NOT DSHOWN. SEITION IS OE OTHER SET APPLICALE AT SILL) CTONS) 1/4" MAX. SHIM AT EACH ANCHOR SUBSTRATE BY ' OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" FRAME SCREW PER ELEVATION SEALANT BY OTHERS BEHIND FRAME HEIGHT --- SEAL SPACE WITH LOW - �EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME FRAME FLANGE SEALANT BY 2 1 OTHERS EXTERIOR ALTERNATE SECTION 82 SCALE:_1/2 FULL 4 (FRAME SCREW MOUNT CONDITION WITH FLANGE) 0.375 0.604 -{-I1.020 001 0.225 J LENGTH = 3.000" 0.604 - 2.485 3.000 ® FRAMEFILLER _ Ll(RIGID PVC) (NOTE THAT WHEN 0.500 DOB REQUIRED 0.059 0.059 DESIGN PRESSURE FRAUE - Aur,E 2 FReuE FLANGE F OVER FILLER M A O1 FRAME FLLER MUST (RIGID PVC) (RIGID PVC) 41,23251 BE USED AT EACH �F 0.060 FRAME SCREW) 0.293 T l JySTLL ,� j! Q LY 7 J7 J i7TION Cu. CJL P (RIGID PVC) OF 5 Search Criteria Refine Search Code Version 2017 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 FL* Types Manufacturer ; Validated By (Status FL16809-R4 Affirmation Pella Corporation Terrence E. Lunn, PE I Approved History Category: Windows 1(561) 625-6455 i Subcategory: Horizontal Slider Ii -Approved by utWK. Approvals Dy UtSPK snail De reviewea ano rau"ea Dy me rum anu/ar ire wnnmeoiun a nctionarr. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: https://www.floridabuilding.org/pr/pr_app_Ist.aspx ill r, rs 5 .i+3K3AC7, € 5 R. a Product Approval b :USER: Public User ,. a3X.ceR. >rrak�,yirt..x; Product ADDroval Menu > Product or Application Search > Application List > Application Detail FL # FL16809-R4 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641)621-6096 pellaproductapproval@pella.com Authorized Signature Beth Phelps phelpsba@pella.com Technical Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND, OR 97230 (503)405-9176 tbfarr@pella.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella, IA 50219 (641) 621-1000 P] Bortscheller@ pel la. corn Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Terrence E. Lunn, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 AAMA/WDMA/CSA 101/I.S.2/A440-11 2011 Equivalence of Product Standards Certified By i I 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 ,' No ''' N/A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgtmmTSTNdV PsxgSKGZmZSEPrJz4l4U 3SwRl 2ReY9Z7daw%3d%3d 4/14/201 a Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 12/05/2017 12/05/2017 12/06/2017 FL # ! Model, Number or Name Description 16809.1 1250 Series Sliding Window j 72" x 44" vinyl non -impact XO/OX sliding window with lock i 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. 16809.2 1250 Series Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. Certification Agency Certificate FL16809 R4 C CAC CCL 411-H-1463.18 .19.pdf Quality Assurance Contract Expiration Date 05/24/2021 Installation Instructions FL16809 R4 II Drawing 1869.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE 'Drawing 1869.pdf Created by Independent Third Party: Yes 72" x 44" vinyl non -impact XO/OX sliding window with lock and meeting stile reinforcements. Certification Agency Certificate FL16809 R4 C CAC CCL 411-H-1463.22 .23f Quality Assurance Contract Expiration Date 05/24/2021 Installation Instructions FL16809 R4 II Drawing 1869.pdf Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE 'Drawing 1869.p�f Created by Independent Third Party: Yes y 16809.3 250 Series Sliding Window 108" x 44" 1/4 vent vinyl non -impact XOX sliding window with 1 f I 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 R4 C CAC CCL 411-H-1463.02 .03.odf Quality Assurance Contract Expiration Date 08/06/2021 Installation Instructions FL16809 R4 II Drawing 1869.pdf Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 1869.0f Created by Independent Third Party: Yes f 16809.4 i 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. Certification Agency Certificate FL16809 R4 C CAC CCL 411-H-1463.04 .05.pdf Quality Assurance Contract Expiration Date 08/06/2021 Installation Instructions FL16809 R4 II Drawing 1869.pdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL 6809 R4 AE Drawing 1869.p-df Created by Independent Third Party: Yes `16809.5 i 250 Series Sliding Window 108" x 44" 1/3 vent vinyl non -impact XOX sliding window with i II i 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 Certification Agency Certificate FL16809 R4 C CAC CCL 411-H-1463.08 .09.pdf Quality Assurance Contract Expiration Date 08/06/2021 Installation Instructions https://www.floridabuild ing.org/prlpr_app_db.aspx? pa ram=wGEVXQwtDgtmmTSTNdVPsXgSKGZmZSEPrJz4l4U3SwRl 2ReY9Z7daw%3d%3d 4/14/2018 Florida Building Code Online other: Configurations of glass shall conform to the current I FL16809 R4 II Drawing160—P-0r_ ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 1869.pdf Created by Independent Third Party: Yes 16809.6 i 25Series 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 R4 C CAC CCL 411-H-1463 10 11 pdf 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 R4 II Drawing 1869.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AEDrawing 1869.pdf 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 R4 C CAC CCL- 411-H-1463.58.pd 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 R4 II Drawing 1869.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 1869.Ddf i Created by Independent Third Party: Yes i 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 R4 C CAC CCL- 411-H-1463.50.pdf { 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 R4 II iDrawing 1869.pd ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 1869.pdf 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 i with integral transom. j Limits of Use Certification Agency Certificate I Approved for use in HVHZ: No I FL16809 R4 C CAC CCL 411-H-1463 24 .25.pdf Ii1 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2021 Design Pressure: +25/-25 i i11j Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 i Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 1869.pdf ' 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. E Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R4 C CAC CCL- 411-H-1463,34.pdf j 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 R4 II Drawing1869.12d ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 1869.pdf 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 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsXgSKGZmZSEPrJz4l4U3SwRl2ReY9Z7daw%3d%3d 4/14/2018. Florida Building Code Online IOCK ano meenpg suie reimurt.cmcnu. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R4 C CAC CCL 411-H-1463 38 pcff Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date j Impact Resistant: No 10/15/2025 Design Pressure: +30/-30 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869.pdf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 1869.af j Created by Independent Third Party: Yes i 16809.12 250 Series 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 R4 C CAC CCL- 411-H-1463.42.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/13/2025 Design Pressure: +25/-25 Installation Instructions i Other: Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869-12- f j ASTM E1300 standard. Verified By: Warren W. Schaefer 44135 I Created by Independent Third Party: Yes j Evaluation Reports FL16809 R4 AE Drawing 1869.pdf Created by Independent Third Party: Yes I 16809.13 € 250 Series Sliding Window 96" x 72" vinyl non -impact XOX 1/3 vent sliding window with i lock and meeting stile reinforcements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R4 C CAC CCL- 411-H-1463 46.p(f ; Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/13/2025 I Design Pressure: +25/-25 Installation Instructions I Other: Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869.Ddf ASTM E1300 standard. Verified By: Warren W. Schaefer 44135 Created by Independent Third Party: Yes j Evaluation Reports FL16809 R4 AE Drawing 1869.pdf Created by Independent Third Party: Yes 16809.14 250 Series Sliding Window I 73.=72" non -impact XO/OX sliding window with lockand reinforcements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL16809 R4 C CAC CCL- 411-1-1-1463.54.9d Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +25/-25 10/19/2025 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R4 II Drawing 11369miff ASTM E1300 standard. Verified By: Warren W. Schaefer 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 1869.pdf 1 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 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: https://www.floridabuilding.orglprlpr app_dU.aspx?param=wGEVXQwtDgtmmTSTNdVPsXgSKGZmZSEPrji4l4U3SwRl2ReY9Z7daw%3d%3d J. ALL FASTENERS SHALL BE W ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO WE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLEO:TO TRANSFER WIND LOADS TO THE STRUCTURE 3. THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE-REOUIREMENTS -OF THE FLORIDA 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 SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. & TD THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS CENTIFIED & GUALFIY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATIGN/0A ENTITY & SWILL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE. LOCAL. BUILDING DEPARTMENT. 2) PRODUCT IS INSTALLED BY ANYONE OTHER THMN A LICENSED.CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCTS CERTIFICATION ENRTYS CERTIFICATE :THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED. & 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 INSTALLATIDN ONLY. . WATER PROOFING OF THE INSTALLED PRODUCT IS: NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER &/OR INSEMLER. FOR MAX. FRAML WIUIH, Stt HI(tJJUKL INOLL ON THIS SHEET. Al 2" 3 n v= B1 FIN FASTENER WITHIN 2" 4 OFCORNERS& 4 1/2" = L^ CLUSTER F11 FASTENERS MAX. O.C. WHEN JOB y F AT MEETING RAIL ENDS .REQUIRED DESIGN = SUCH THAT THERE ARE A PRESSURE IS OVER +/-35 o TOTAL OF 5 POSITIONED "FRAME I PSF; 9" MAX. O.C. WHEN �m m AS SHOWN. SEE JOB REQUIRED: DESIGN � ANCHOR REQUIREMENTS PRESSURE IS +/-35 PSF w TABLE" ON THIS SHEET OR LESS. SEE "FRAME I FOR REQUIREMENTS. ANCHOR REQUIREMENTS ow a j TABLE" ON THIS SHEEP I 'FOR REQUIREMENTS. ' EXTERIOR ELEVATION: XO WINDOW SCALE: 3/4" = l'-O" (NAIL FIN MOUNT CONDITION) FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE (SUBSTRATE) OPENING FASTENER TYPE MEMBEDM MINIMUM EDGE DIST. (1) FRAME SCREWS MIN. 2X4 WOOD FRAME. OR BUCK (MIN. GR. 3 & G=0.55) N0. 10 SAPS OR WOOD SCREW 1 1/4" 3/4" MIN. 1B. GA 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" MIN. 1/8" THK A36 STEEL MIN. 1 8" THK 6063-175 ALUM. NO. 10 GR. 5 SELF TAP DRILL SCREW NO. 10 GR. 5 SELF TAP DRILL SCREW FULL FULL 1/2" 1/2" RAN. C-90 CMU OR 2500 PSI CONCRETE (2) 1/4" CONCRETE SCREW 1 1/4" 2" (1 INSTALLATION CLIP SCREWS MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) N0. 10 SAPS SCREW 1 1/4" 1/2' - MIN: 18': GA: -33- KSI METAL STUD . - NO.. 10.13R. 5 SELF. TAP .DRILL SCREW FULL 1/2- MIN. 1/8' THK A36 STEEL MIN. 1/8".THK 6053-1S ALUM. 2500 PSI CONCRETE : NO. 10 GR. 5 SELF TAP DRILL SCREW NO. 10 GR. 5 SELF TAP/DRILL SCREW (2) 1/4" CONCRETE SCREW FULL FULL 1 1/4' 1/2" 1/2" 2' W) NAILING AN FASTENERS MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) N0. 6 SMS SCREW 1 3/8" 1/2' MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G_ 0.55 11 GA. ROOFING NAIL 1 : 1 3/8" 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.), T(W RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). (3) WHEN SCREWS ARE USED WITH THE NML FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. w V MAX. FOR MAX. FRAME WIDTH, SEE PKtSSUKE IAUIt ON THIS SHEET. 6" 6" 12" MAX. O.C. 12" MAX. O.C. A2 4" MA. �- 4" MA w� In v= 4 FRAME SCREWS WHERE SHOWN AT HEAD & SIDES. =In SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS w jF SHEET FOR REQUIREMENTS. (NOTE THAT WHEN JOB Li = z REQUIRED DESIGN PRESSURE IS OVER +/-35 A w O FRAME FILLER MUST BE USED AT EACH FRAME SCREW, SEE SHEET 4 FOR PART DETAIL) w w V) 4" MA INSTALLATION CLIPS WHERE- EXTERIOR ELEVATION: SHOWN AT SILL. SEE "FRAME XO WINDOW ANCHOR REQUIREMENTS TABLE" SCALE: 3/4" ON THIS SHEET FOR 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 i 4 62 50 72 44 50 73 1 2 72 25 78 62 25 96 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 INOMDUAL WINDOWS STATE APPROVAL OR THAT SHOWN IN THIS TABLE 3 Fri cI U � 1 J O CL i 4444a1111 z o z cn ALTERNATE ANCHOR/SUBSTRATE EVAIUATION NOTE , ALL ALTERNATE ANCHORS IN THEIR SPECIFIED z -.SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE c0 WITH THEIR APPUCABLE STANDARD(S) AND ARE FOUND Q Z� TO BE EQUIVALENT TO OR STRONGER THAN THE V1 �D „ ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. zU+ S caddX INSTALUTON EVALUATION R BASED ON APPLICABLE ANCHOR STANDARDS 1 µp/qi WUDWGT10N & RESULTS FROM MPD WITH TEST REPORTS. THE a THAT IN FORCE A CODE VERSION HE EVAEREDLUATION. WITH THE EVALUATION O THAT OI FORCE AT THE TIME OF ME EVM1M710N. W THE EVFNf Of CODE VERSION CIANGFS/UPO46 OR IN THE EVENT THAT NEW OR ADDITIONAL Z TLSi1N0 IS COMPIEIEO ON THE REFERENCED PRODUCT. PRIOR TO STATING F CODE CgAPDNNCE WITH THE STATE, ME NANUFACTURER %W-L CONFIRM O J WITH THE INSTALLATON EVALUATION ENGINEER OF RECORD THAT THE yr,1 m INSALLAMONS SPECIFIED HERE -IN ARE CURRENT WITH ME THEN CURRENT EN F Z TOW , ,. CODE AND APPUCABLE STANDARDS... .. � "38 .� . ,1111111U7/I� �;i! pz,�l,� ilw ! Q � d o I�N INSTALLATION OF ANY OMOR PROOULT NOR ANY I BHEEf NO. USED FOR ATONAL ANTI/OR LOCAL APPROAAL -RODUCT NOT PRODUCED BY THE M UFACNRER N 11 11111111111111111111111111111911111ll THIS INS RUMENT PREPAR BY: ).af;i=lii i i!+1]L)i'! f Y Name::[)URT ?. t_ (?iiPTULL_ER Addres ' 1 S: f C I`•. ".L -{. r �� 1. 2 7 7,3 SEMINOLE COUNTY CLERK'S Y 201804271i ) State of Florida FLORIDA'S NATURAL CHOICE !- (_ i .l` UL'l j i<<. .� .`�,•' )Ili ) l•' _ `_ ...: I l l L;l=_Ciif<:CtF:rali t :ES 1. Cl itis NOTICE OF COMMENCEMENT Permit Number Parcel ID Number (PID) 1 ;2 y �R&"• 30-Se),2 - Cxx)o-- t*t Q The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. description of the property and street address if available) L CJ1n; UQ 4 9 GENERAL DESCRIPTION OF IMPROVEMENT L)j11Mjf1 ) IJX r �-yL OWNER INFORMATION (� Name and address: C W is—L )JCS �\ 11 u, CONTRACTOR Name and addr( Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name and address: In addition to himself, Owner Designates of Section 713.13(1)(b), Florida Statutes. To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement: The expiration date is 1 year from date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF. . n FL-ORI A• COUNTY OF SEMI OLE / _ - - -� "(NOTE: PeTF1oEi 1La 9tatdtg 7j,3 13(1}(g) vmust sign...... and�no one else may be permitted to sign in his or her stead." .�9: 9 y G�G4 C4 The for o " instrument wa ac howled d before me his day of , yp r� by X Who is personally known to me Name of'p rson ma staleme _ - OR who h s p oduced.-identificationcation•--- - type of identification produced 6 1 d�J� LAC VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES. A U ER PENALTIES_OF..- JUR-Y.,.1_DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT,..-,�r R TRUE-TOTRE B OF MY OWLEDGE ASID BELIEF. _.N_9TUREAF_ AL PERSON SIGNING ABOVE ,nr IQ---] THOMAS SANDIFORMYCOMMI�3%4GG1EXPIRES: JUL 23, 20Bonded through 1st State In