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Home My WebLink About324 Conch Key WayCITY OF SANFORD 4T BUILDING & FIRE PREVENTION MAR 8 20% PERMIT APPLICATION gY: Application No: Documented Construction Value: $ (o a-)- U — Job Address: Historic District: Yes No Parcel ID: _;;19-kG - 000 U - (a3 U ResidentiatQ—Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: , ?Cktj S w . a C1 w - l yy f Ct'o T YPlan Review Contact Person:(`ti c,ty Title: Phone. ?1-')'-C3_7 4'10 D Fax: F" Email: -4i , p cy e P 4-2 Property Owner Information r c Name h a.\ <S Phone: Street: 3a. `-i L'y v` ern y Resident of property? City, State Zip: 33 77 Contractor Information Name \ Q c N•v 6• a O KJ Street: ''ate W SN N,,2 'Sq I--- — - City, State Zip: ?,Q -7,r-6 Name: Street: City, St, Zip: Bonding Company: Address: Phone: -7 ) 7- 637 -S \'/ 6 () Fax: State License'No.: QtC 6 qi 71 - Architect/Engineer Information Phone: Fax: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application a 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 0 management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent 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 Signature of Contractor/Agent Date opi is IIP Print Contractor/A ent's Name 6/7/&f Sigrid ul tyF Hei He i-: MARYLOU SESAK MY COMMISSION #FF146073 EXPIRES July 29, 2018 407) 398-0153 FloridallotaryService.com Contractor/Agent is k Personally Known to Me or Produced ID Type of ID 1 BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: - IO.14 Revised: June 30, 2015 Permit Application 350 State Road 434 WWINDOWS & DOORS Longwood, Florida 32750 407 831 0600 FAX: 407 339 7742 Authorization Letter / Power of Attorney I, James Samuel Rowland, do hereby authorize the following persons to act as agents on behalf of myself and Pella Windows & Doors to pull and sign for any permits submitted under my Florida State contractor License number CBC046712. Authorized Persons: Brian Kirby Timothy O'Malley Christine O'Malley Martin Sterling Regards, Odle"s Samue(wland Qualifier CBC046712 Pella Windows & Doors STATE OF FLORIDA COUNTY OF LAKE Don Kirby Erick DeDios John Christianson Gary Barson Jon Thomas Aaron Hallich Charles O'Neil er: Lalisa Harris Address: 324 Conch Key Way Sanford, FL 32771 The foregoing instrument was acknowledged before me this . Gday of 201_6 by JAMES SAMUEL ROWLAND, who is personally known to me. ry Public Print Name My commission expires: —7—(-b-,,401 9 Seal) CATHERINE MARLES NOTARY PUBLIC STATE OF FLORIDA Comn* FFMW7 Expires 7/13/2019 VIEWED TO BE THE BEST" 2/25/2016 SCPA Parcel View 29-19-31-501-0000-1230 t;rwu.r, Property Recoil Caid PROPERTY Pat cel: 29-19-31-501 -0000-1230 p1PPRA15ER Owner: HARRIS LA LISA M r' niraf n C 47ti'n QJ't•r ['I 0010A property Address: •324 CONCII 1, -Y WAY SANFORD, Fl. 32771 Parcel: 29-19-31-501-0000-1230 - Value Summary Property Address: 324 CONCH KEY WAY 2016 Working 2015 Certified Owner: HARRIS LA LISA M * Values I Values ` 1 Mailing: 324 CONCH KEY WAY Valuation Method Cost/Market Cost/Market SANFORD, FL 32771-5217 Subdivision Name: CELERY KEY Number of Buildings 1 1 Tax District: S1-SANFORD Depreciated Bldg Value $130,935 $126,111 I Exemptions: 00 -HOMESTEAD (2016) Depreciated EXFT Value DOR Use Code: 01 -SINGLE FAMILY V _ - Land Value (Market) $27,500 $25,000 l Land Value Ag I M`T:4 Just/Maiket Value $ 158,435 $151,111 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $13,269 Ik 3 j7 1, 1' 22` Assessed Value $158,435 $137,842 4 1iL Tax Amount without SOH: $2,909.42 r 2015 Tax Bill Amount $2,909.,12 Tax Eslimatoi Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 123 CELERY KEY PB 64 PGS 85-96 I` Taxes Taxing Authority -`I Assessment Value i Exempt Values I Taxable Value County General Fund 1 $158,435 $50,000 $108,435 Schools T 1 $158,435 $25,000 $133,435 City Sanford $158,435 $50,000 $108,435 SJWM(Saint Johns Water Management) $158,435 $50,000 $108,435 County Bonds` I $ 158,435 $50,000 $108,435 Sales Description I Date ` Book _I Page Amount Qualified Vac/Imp t SPECIAL WARRANTY DEED 5/1/2015 08473 1783 $186,000 Yes Improved SPECIAL WARRANTY DEED 4/1/2015 ! 08473 1782 $100 No Improved SPECIAL WARRANTY DEED 11/1/2013 ' 08180 0252 $120,000 No Improved CERTIFICATE OF TITLE 10/1/2013 081'19 1889 $100 No Improved i CERTIFICATE OF TITLE 6/1/2010 t 07392 0163 $100 No Improved f CERTIFICATE OF TITLE 12/1/2008 t 07103 0614 $100 No Improved i WARRANTY DEED 8/1/2005 05905 t 1193 $259,200 Yes Improved Find Comparable Sales within this Subdivision Land Method tl Frontage I Depth I Units _ I Units Price I Land Value t LOT 1 $27,500.00 $27,500 http //www.scpafl.org/ParcelDetailInfo.aspx?PID=29193150100001230 1/2 1 x Contract - Detailed Sales Rep Name: Church, Jerry Sales Rep Phone: 407-489-3616 Phone: Fax: Sales Rep Fax: Sales Rep E -Mail: churchjr@Pella.com Customer Information Project/Delivery Address Order Information Lalisa Harris Harris,Lalisa,1671207 Quote Name: Hards,Lalisa,1671207 324 Conch Key Way 324 Conch Key Way Order Number: 7216JCU30 SANFORD, FL 32771-5217 Lot # Quote Number: 7565907 Primary Phone: (407) 2212855 SANFORD, FL 32771-5217 Order Type: Installed Sales Mobile Phone: County: SEMINOLE _ Wall Depth: Fax Number: Owner Name: Payment Terms: Deposit/Paid on Completion E -Mail: lalisa.harris@gmaii.com Lalisa Harris Tax Code: CAP IMP 2 Contact Name: Owner Phone: (407) 2212855 Cust Delivery Date: 03/14/2016 Quoted Date: 2/16/2016 Great Plains #: 1003299503 Contracted Date: 2/1612016 _ Customer Number: 1007555550 Booked Date: 2/1912016 Customer Account: 1003299503 Customer PO #: _ Line # Location: Attributes _ lid NoneASSlgnea ADDPRRMCOR020001 - Delivery & Disposal Qty 1 For more information regarding the finishing, maintenance, service and warranty of all Pella(D products, visit the PellaOP) website at vvw..pella.com Printed on 2/25/2016 ConL act - Detailed Page 1 of 15 Customer: Lallsa Harris Project Name; Harris,Lalisa,1671207 Project Checklist has been reviewed ctls3tawer flame (Please print) c me t nature--- l- Date Credit Card Approval Signature Order Number. 7216JCU30 Quote Number: 7565907 Order Totals Taxable Subtotal 3,919.31 Sales Tax @ 0% 0.00 Non-taxable Subtotal 2,300.69 Total 6,220.00 Deposit Received 3,110.00 Amount Due 3,110,00 i For more information regarding the finishing, maintenance, service and warranty of all Pella@ products, visit the Pella) website at vnnv.pella.com REQUIRED INSPECTION SEQUENCE Rpif * 1 A - 7 "/ c v • y J BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our 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 Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door 900 Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 Address: ?y (''A i ELECTRICAL[PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHNNICALIEERMIT Min Max Inspection Descri tion Mechanical Rough Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final Permit # RECORD COPY City of Sanford Building and Fire Prevention Product App 16-745 I J N ecification FoTM6FDFOR CODE COMPLIANCE SANF 0P,0 PLANS EXAMINER 2— n ` DATE Project Location Address3d-4 FL !"?-71 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 Florida Approval # 1. Exterior Doors Swinging Sliding Sectional Roll Up Automatic Other 2. Windows Single Hun awl Horizontal Slider Casement Double Hun Fixed SAN ORD BUILDING Awning A PERMIT Pass Through Projected LICENSE TC ASIDE ANY PROCEED WITH THE WORK AND NOT AS F THE PROVISIONS OF THE TECHNICAL MullionsCODES, Wind Breaker NOF REQUIRING SHALL ISSUANCE OF A PERMIT PREVENT A CORRECTION OF ERRORS IN PLANS Dual Action UUNS I M JC I 1UN QH VIULA I 1UNb Ul- I HIS CODE Other June 2014 1 D. --_,> Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5.'Shutters Accordion Bahama Colonial Roll- u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name--'7-,-,/*7 OMa /!A_ Please Print) June 2014 23 31 1 ST2 53 USF 1154 Sf Page 1 of 1 8 OPF 18 Sf l up:i!c.scpafl.org•/D.axd?PID=2919310100001230&DXCache=0a292486-12cd-4... 2/19/2016 4 11 4 4 3 7 20 Page 1 of 1 8 OPF 18 Sf l up:i!c.scpafl.org•/D.axd?PID=2919310100001230&DXCache=0a292486-12cd-4... 2/19/2016 Customer: Laiisa Harris Project Name: Harris, Lalisa,1671207 Order Number, 7216!CU3O Quote Number. 7565907 Line it Location: Attributes 15 None Assigned ADDPRRMCOR020004 - Permit Fee - CBC 046712 Qty 1 Line 4 Location: Attributes 20 family room Vinyl Windows I Doors By'Pella, Double Sliding Door Vent Right I Fixed, 94.75 X 79.5, Qty i White 1 n 1: 9680 Vent Right / Fixed Double Sliding Door Frame Size: 94 3/4 X 79 112 PK# General Information: Standard, Vinyl, Nail Fin With Mullion Groove, 4 1/2", 1 7/16", 3 1/16" Exterior Color I Finish: While 94.75 767 Interior Color / Finish: While Glass: Insulated Tempered Low -E SunDefenseT° Low -E Insulating Glass Argon Non High Attitude Viewed From Exterior Hardware Options: White, White Screen: Sliding Screen, Premium Unit Accessories: No Accessory Option Grille: No Grille, Wrapping Information: No Exterior Trim, No Interior Trim, Pella Recommended Clearance, Perimeter Length = 349", Glazing Pressure = 205. Rough Opening: 95 -114' X 79 - 3/4' Customer Notes: 2646.1 25) QUOMATMCOM010179 - Jamb Extension 5.112 in Prefinished (LF) QUOMATMCOM010034 - Colonial 1 casing 2-1/2 in Prefinished - Paint (LF) QUOMATMCOM030010 - Vinyl Frame Expander (LF) (EXCLUDING CURVE TOP UNITS) QUOMATMCOM010002 - Vinyl Flat Trim 1-3/4 in (LF) INSTARMCOR020018 - 2 -Panel Non -Wood Patio Door U I Qty 30 Qty 30 Qty 30 Qty 30 Qty 1 " c( o't. c.,, c,.a L C1•.', :io., ..0 PC!! 1 2t .-N. iia Customer: Laiisa Harris Project Name- Harris,Lalisa,1671207 Order Number. 7216.1CU30 Cuole dumber: 70"6:,907 Line f; Location: Attributes 25 kitchen Pella 250 Series, Single Hung, 35,75 X 37, White Qty - 11 - 1: 35.7537 Single' Hung, Equal Frame Size: 35 3/4 X 37 I tr PK# General Information: Standard, Vinyl, Block, No Foam Insulated, 3 1/4", 3 1/4", Sill Adapter Included, No Head Expander Exterior Color/ Finish: While 767 Interior Color/ Finish: White Glass: Insulated Dual Low -E SunDefenselu Low -E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: AuloLock, While, No Limited Opening Hardware Screen: Half Screen Grille: No Grille, Wrapping Information: No Interior Tnm, Pella Recommended Clearance, Perimeter Length = 146", Glazing Pressure = 95. Rough Opening: 36 -1/4' X 37 -112' Customer Notes: 16812.1 35 INSTARMCOR020001 -1 Wide Non -Wood Window Drywall Return Qty 1 QUOMATMCOM030010 - Vinyl Frame Expander (LF) (EXCLUDING CURVE TOP Qty 13 UNITS) Line # Location: - Attributes - 30 ( mtx Pella 250 Series, Single Hung, 35.75 X 61.75, White Qty 1 1: 35.7561.75 Single Hung, Equal Frame Size: 35 314 X 61 3/4 f PK # General Information: Standard, Vinyl, Block, No Foam insulated, 3 1/4", 3 1/4", Sill Adapter Included, No Head Expander tExterior Color! Finish: White 767 Interior Color f Finish: White Glass: Insulated Dual Low -E SunDefenseTa Low -E insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: AutoLock, White, No Limited Opening Hardware Screen: Half Screen Grille: No Grille, Wrapping Information: No Interior Tnm, Pella Recommended Clearance, Perimeter Length = 195", Glazing Pressure = 70. Rough Opening: 36 - 14'-X_6.2 -114" Customer Notes: /16812.1 ) 35 / INSTARMCOR020001 -1 Wide Non -Wood Window Drywall Return Qty 1 QUOMATMCOM030010 - Vinyl Frame Expander (LF) (EXCLUDING CURVE TOP Qty 17 UNITS) i-Gi .x',018 !iiOClldti0'I re;fwu - `le S..;VICE rt G, 1'J?„al'ty Customer: Lalisa Harris rroiect, lane. Harrisj.a!isa,16i 1207 Order Mumber: 7216JCU30 Quote Number. 75,65907 Line # ` Location; Attributes _ 35 f mbr Pella 250 Series, Single Hung, 35.75 X 61.75, White Qty_ 1: 35.7561.75 Single Hung, Equal Frame Size 35 314 X 61 3/4 PK # General Information: Standard, Vinyl, Block, No Foam Insulated, 3 114", 3 1/4", Sill Adapter Included, No Head Expander Exterior Color] Finish: While l 35 5 767 Interior Color/ Finish: While Glass: Insulated Dual Low -E SunDefenseTM Low -E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Autol-ock, White, No Limited Opening Hardware Screen: Half Screen r Grille: No Grille, Wrapping Information: No Interior Trim, Pella Recommended Clearance, Perimeter Length = 195", Glazing Pressure = 70. Rough Opening: 36 -1/4' X 62 -1/4' Customer Notes: 16812.1 1-35 1NSTARMCOR020001 -1 Wide Non -Wood Window Drywall Return Qly 1 QUOMATMCOM030010 - Vinyl Frarlle Expandor (LF) (EXCLUDING CURVE TOP Qty 17 UNITS) Line # Location: Attributes 40 master 112 bath Pella 250 Series, Single Hung, 35.75 X 61,75, White Qty V 1: 35.7561.75 Single Hung, Equal Frame Size: 35 314 X 61 3/4 PK # General Information: Standard, Vinyl, Block, No Foam Insulated, 3 1/4", 3 1/4", Sill Adapter Included, No Head Expander Exterior Color 1 Finish: White 767 Interior Color I Finish: White Glass: Insulated Dual Tempered Obscure Low -E Obscure SunDefenseTm Low -E Insulating Glass Argon Non High Altitude Viewed_ From Exlerior Hardware Options: Autol-ock, White, No Limited Opening Hardware Screen: Half Screen - Grille: No Grille, Wrapping Information: No Interior Trim. Pella Recommended Clearance, Perimeter Length = 195", Glazing Pressure = 205. , Obscure Glass Style: Pattern62(Standard) Rough Opening: 36 -1/4' X 62 -114' Customer Notes: 16812.1 l-35 , INSTARMCOR020001 - 1 Wide Non -Wood Window Drywall Return Qty 1 QUOf7iATMCGftii030010 - Vinyl Frame Expander (LF) (EXCLUDING CURVE TOP by -i r UNITS) 10:;.'_.!_, i :}1C ::cC t..... o,. c:. . .. _.«. .-. 1 1-, moi. ___ ` if. v_ i..." - ,....;. _, —_ ' - .. Customer. Lalisa Harris Proiecl Nama: Haris,Lalisa,1671207 Order Number 7216JCU30 Quote NumLer: 7565907 Liner Location: Attributes 45 dining roam Pella 250 Series, Single Hung, 51.75 X 61.75, White Qty 1 1 1: 51.7561.75 Single Hung, Equal Frame Size: 51 3/4 X 61 3/4 U PK # General Information: Performance Upgrade, Vinyl, Block, No Foam Insulated, 31/4", 3 114", Sill Adapter Included, No Head Expander Exterior Color/ Finish: White 51 5 767 Interior Color/ Finish: White Glass: Insulated Dual Low -E SunDefense"' Low -E= Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Autot-ock, White, No Limited Opening Hardware Screen: Half Screen Grille: No Grille, Wrapping Information: No Interior Trim, Pella Recommended Clearance, Perimeter Length = 227", Glazing Pressure = 50. Rough Opening: 52 -114' X 62 -114' 3. Customer Notes: 16812.3 50 INSTARMCOR020001 -1 Wide Non -Wood Window Drywall Return Qly 1 QUOMATMCOM030010 - Vinyl Frame Expander (LF) (EXCLUDING CURVE TOP Qly 20 UNITS) tion: Attributes - Line Loca- 60 None Assigned OPSSUPMCOM030040.112 x 6 x 8 PT plywood Qty 3 OF „tor. -!nboim-ailU .`-Q a,ai tit ii!e i:riii!uiQ, ni--Inic1: FI;a:: iC j ' t.., _, '.Y .' s:, +t r`" t - i • ._t t w fi 1,, i- lit plc, '' Y r_ '+i f:_.ti,.,,,. a„«,,.._,.....J.._, x..,,., c-....1,1a,. ..»... .c.>,.•lTxl!.'..tir :M,„F iBI { BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats & Facts Publications FBC Staff SCIS Site Map Links Search ' Businesic Prufessi&6-aia USERProductPublAppeoval r Product Approval Menu > Product or Appl¢a tion Search > Applicatlon List > Application Detail Y"h' Fr FL # FL2646-R9 Application Type Revision I Code Version 2014 Application Status Approved i Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments set to reapply per applicants request 10/01/15-rb Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 ' 641) 621-6096 pellaproductapproval@pella.com Authorized Signature TROY FARR tbfarr@pella.com Technical Representative Joseph Hayden Address/Phone/Email 102 Main Street Pella, IA 50219 641) 621-6096 jahayden@pella.com Quality Assurance Representative r Pat Bortscheller Address/Phone/Email 102 Main Street Pella, IA 50219 641) 621-1000 PJBortscheller@pella.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By James L. Buckner, P.E. at CBUCK Engineering Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440-08 AAMA/WDMA/CSA 101/I.S.2/A440-11 Equivalence of, Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/29/2015 Date Validated 10/01/2015 Date Pending FBC Approval Date Approved 10/01/2015 i i i Year 2008 2011 i r Summary of Products D46. Model, Number or Name Series 10/20/25 Sliding Glass Door se for use in HVHZ: No fo'r use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: Configurations of glass shall conform to the current ASTM E1300 standard & be safety glazed for use in hazardous locations. I 546.2 Senes 10/20/25 Sliding Glass Door imits of Use ----___ -- _________—__ 4pproved for use in HVHZ: No pproved for use outside HVHZ: Yes impact Resistant: No esign Pressure: +35/-35 ther: Configurations of glass shall conform to the current ASTM 1300 standard & be safety glazed for use in hazardous locations. 646.3Senes 10/20/25 Sliding Glass Door imits of Use 4pproved for use in HVHZ: No 4pproved for use outside HVHZ: Yes Impact Resistant: No esign Pressure: +35/-35 ther: Configurations of glass shall conform to the current ASTM 1300 standard & be safety glazed for use In hazardous locations. 646.4 v Series 10/20/25 Sliding Glass Door imits of Use 4pproved for use in HVHZ: No 4pproved for use outside HVHZ: Yes Impact Resistant: No esign Pressure`: +25/-25 ether: Configurations of glass shall conform to the current ASTM 1300 standard & be safety glazed for use In hazardous locations. Description Vinyl 2 -Panel "OX" Sliding Gass Door (96" x 96") Certification Agency Certificate FL2646 R9 C CAC CCL -411-H-963 0 Ddf Quality Assurance Contract Expiration Date 11/30/2021 j Installation Instructions FL2646 R9 II Drawing 1248.odf Verified By: Warren Schaefer, P.E. 44135 Created by Independent Third Party: Yes I Evaluation Reports FL2646 R9 AE Drawing 1248 Ddf Created by Independent Third Party: Yes VinylSinglePanel Fixed "O" Door (Sidelite, 34-15/16" x 81-1/2") Certification Agency Certificate FL2646 R9 C CAC CGL-411-H-960.18.odf Quality Assurance Contract Expiration Date 03/26/2022 Installation Instructions FL2646 R9 1I Drawing 1248.odf I Verified By: Warren Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL2646 R9 AE Drawing 1248.Ddf Created by Independent Third Party: Yes Vinyl 2 -Panel "OX" Sliding Glass Door (72" x 82") Certification Agency Certificate FL2646 R9 C CAC CCL-411-H-963.21.odf Quality Assurance Contract Expiration Date 10/05/2019 Installation Instructions FL2646 R9 II Drawing 1248.odf Verified By: Warren Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL2646 R9 AE Drawing 1248.Ddf Created by Independent Third Party: Yes Vinyl Single Panel Fixed "O"Door (Sidelite, 47-1/2" x 95`1/2") Certification Agency Certificate FL2646 R9 C CAC CCL-411-H-960.15.odf Quality Assurance Contract Expiration Date 03/26/2022 Installation Instructions j FL2646 R9 II Drawing 1248.0f Verified By: Warren Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL2646 R9 AE Drawing 1248.odf Created by Independent Third Party: Yes 19-1 Contact Us .. 1940 North Monroe Street, 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 mall 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 emall 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: acted M rere ! r f rl z0 FOR MAX. FRAME WIDTH SEE PRESSURE TABLE ON THIS SHEET 2" 3 II EXTERIOR ELEVATION: SLIDING DOOR SCALE 3/4" = 1'-0" ENNERF /COTES, (NAIL FIN MOUNT CONDITION) I. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS SPECIFIED ANCHOR EMBED TO BASE UATERIAL SHALL BE BEYOND WALL FIN13H OR STUCCO 2. OPENINGS. BUCKING k BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER 'MND LOADS TO THE STRUCTURE O. THESE NON -IMPACT RATED PROWCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE RE0UIIREUE4T5 OF THE FLORIDA BUILDING CODE (FBC) ALL ANCHORS SECURING-ROOUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPA3LE OF RESISTING CORROSION CAUSED BY TOE PRESSURE TREATING CHEMICALS IN THE WOOD S MATERIALS,INCWDING BUT NOF LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT IN MER DISSIMILAR MATERLtLS SHALL VEET THE REQUIRD"S OF FLORIDA BUILDING CODE CHAPTER 20. S TO THE BEST OF OUR KNCwLMGE. THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/DA FNTITY t SHALL BE LABELED IN ACCORDANCE WITH THE FBG AND THE FLDRDA DEPARTMENT OF BUSINESS t PROFESSIONAL REGULATION SPECIFCATKIFE. PRODUCT ASSEMBLY 15 NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS 4 TESTING REPORTS 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY 1) PRODUCT IS INSTALLED WfTHOUT A BUILDING PE4M'T FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT 2) PRODUCT 15 jNSTAILm TBYANYONEOTHER AN A LICENSED CONTRACTOR IXPERIFNCFT WITH INSTALLATIONS OF THIS TYPE OF PRODUCT 3) F CHANGES HAVE OCCURRED TO THE PRODUCTS CFRTFIGATGN ENTITYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED S THE LEAST DES'GN PRESSURE SPECIFIED ET4ER IK THIS DRAWING OR IN THE PRODUCTS CERTFICATON SHALL CONTROL FOR THE INSTALLED PRODUCT. 9. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY WATER PROOFV.0 OF THE INSTALLED PRODUCT 5 NOT PART OF HIS 16TAL ATION CERTIFICATION THAT RESPONSIBIWY SHALL BE THAT OF 7FE NAMIFACTIRER h/OR INSTALLER DMNIN.S Ai APfl t.Bl.r. ON_( .O II+E FHOOOCT LMx4 K CNEIX . DELA TEY LAY NOT 3E IF_EO FCR THE w5BIY AL'S xxi NN INsTA _, K,' o= ANY O'NER ARD] T NCR MAY AEo- — BE USEO FOR Ml,_ AD/CR LCCAL APPRMAL dAeiAa] h PRmL_T u0T PRCOUCEO CY THE 4WIUFALlIRER ALLOWABLE FOR MAX. FRAME WIDTH SEE PRESSURE TABLE ON THIS SHEET 4" MAX FIN ANCHOR WITHIN 4" 4" MAX 35 PSF OF CORNERS & 8" MAX- 1 O.C. SEE "FRAME 4MAX ANCHOR REQUIREMENTS TABLE" ON SHEET 2 w FOR REQUIREMENTS. I rnFRAME SCREWS WHERE SHOWN SIMILAR j Al 3 REQUIREMENTS TABLE" ON SHEET ACTIVE 0 2 FOR REQUIREMENTS I I CLUSTER FIN ANCHORS AT m THIS LOCA1ON SUCH THAT OPPOSITE OPPOSITEE THERE ARE A TOTAL OF 5 POSITIONED AS SHOWN- SEE 3 N FRAME ANCHOR N a REQUIREMENTS TABLE" ON S SHEET 2 FOR REQUIREMENTS. OPPOSITE 31 18" MAX. cD I O.0 EXTERIOR ELEVATION: SLIDING DOOR SCALE 3/4" = 1'-0" ENNERF /COTES, (NAIL FIN MOUNT CONDITION) I. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS SPECIFIED ANCHOR EMBED TO BASE UATERIAL SHALL BE BEYOND WALL FIN13H OR STUCCO 2. OPENINGS. BUCKING k BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER 'MND LOADS TO THE STRUCTURE O. THESE NON -IMPACT RATED PROWCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE RE0UIIREUE4T5 OF THE FLORIDA BUILDING CODE (FBC) ALL ANCHORS SECURING-ROOUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPA3LE OF RESISTING CORROSION CAUSED BY TOE PRESSURE TREATING CHEMICALS IN THE WOOD S MATERIALS,INCWDING BUT NOF LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT IN MER DISSIMILAR MATERLtLS SHALL VEET THE REQUIRD"S OF FLORIDA BUILDING CODE CHAPTER 20. S TO THE BEST OF OUR KNCwLMGE. THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/DA FNTITY t SHALL BE LABELED IN ACCORDANCE WITH THE FBG AND THE FLDRDA DEPARTMENT OF BUSINESS t PROFESSIONAL REGULATION SPECIFCATKIFE. PRODUCT ASSEMBLY 15 NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS 4 TESTING REPORTS 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY 1) PRODUCT IS INSTALLED WfTHOUT A BUILDING PE4M'T FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT 2) PRODUCT 15 jNSTAILm TBYANYONEOTHER AN A LICENSED CONTRACTOR IXPERIFNCFT WITH INSTALLATIONS OF THIS TYPE OF PRODUCT 3) F CHANGES HAVE OCCURRED TO THE PRODUCTS CFRTFIGATGN ENTITYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED S THE LEAST DES'GN PRESSURE SPECIFIED ET4ER IK THIS DRAWING OR IN THE PRODUCTS CERTFICATON SHALL CONTROL FOR THE INSTALLED PRODUCT. 9. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY WATER PROOFV.0 OF THE INSTALLED PRODUCT 5 NOT PART OF HIS 16TAL ATION CERTIFICATION THAT RESPONSIBIWY SHALL BE THAT OF 7FE NAMIFACTIRER h/OR INSTALLER DMNIN.S Ai APfl t.Bl.r. ON_( .O II+E FHOOOCT LMx4 K CNEIX . DELA TEY LAY NOT 3E IF_EO FCR THE w5BIY AL'S xxi NN INsTA _, K,' o= ANY O'NER ARD] T NCR MAY AEo- — BE USEO FOR Ml,_ AD/CR LCCAL APPRMAL dAeiAa] h PRmL_T u0T PRCOUCEO CY THE 4WIUFALlIRER ALLOWABLE FOR MAX. FRAME WIDTH SEE PRESSURE TABLE ON THIS SHEET 4" MAX I 190 MAX —f 3" SIII ' 4. 13^; L )90 MAX f I I` I= - i 4" MAX 35 PSF Ij`- I I* I 1 4MAX w I rnFRAME SCREWS WHERE SHOWN j SEE "FRAME ANCHOR z REQUIREMENTS TABLE" ON SHEET 0 2 FOR REQUIREMENTS m OPPOSITE OPPOSITEE 3 NN a j ACTIVE 7 r 18" MAX. cD I O.0 4 STRIKE SCREWS INTO I SUBSTRATE. SEE "FRAME I ANCHOR REQUIREMENTS TABLE" ON SHEET 2 FOR X SCREW REQUIREMENTS. j o C Ll I EXTERIOR ELEVATION; PRESSURE TABLE SLIDING DOOR 2 -PANEL SLIDING DOORS) SCALE: 3/4" = 1'-0" MAX MAX. ALLOWABLE (FRAME SCREW MOUNT CONDITION) THRESHOLD NOTE: WEEP HOLES SHALL BE PLACED IN THRESHOLDS A REQUIRED BY APPLICABLE QUALITY ASSURANCE WSTA LATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMATION 3 RESULTS FROM APPLICABLE TEST REPORTS THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION W THE EVENT OF PODS VERSION CKWGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED PRODUCT, PRIOR TD STATING CODE COMPLUNCE 'NTH THE STATE, THE MANUFACTURER SILALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPLICAAIE SMTANRDS FRAME FRAME PRESSURE HEIGHT WIDTH POSTfp/E NEGATT7E 82' 72" 35 PSF 35 PSF 96" 96" 25 PSF 25 PSF THRESHOLD NOTE: WEEP HOLES SHALL BE PLACED IN THRESHOLDS A REQUIRED BY APPLICABLE QUALITY ASSURANCE WSTA LATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMATION 3 RESULTS FROM APPLICABLE TEST REPORTS THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION W THE EVENT OF PODS VERSION CKWGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED PRODUCT, PRIOR TD STATING CODE COMPLUNCE 'NTH THE STATE, THE MANUFACTURER SILALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPLICAAIE SMTANRDS ALTERNATE ANCHOR/SURSTRATE EVALUATION NOTE: MIN 2X4 WOOD FRAME OR BUCK 11 GA ROOFING NAIL 1 7/8' MIN GR. 3 & G=055) ALL ALTERNATE ANCHORS IN THEIR SPECIFIED MIN 20 WOOD FRAME OR BUCK MIN CR. 3 & G=0.55) N0. 8 X 1 1/2' SMS 1 3/8' 1/2' SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE 1/2' MIN 1/8' THK 6063-T5 ALUM. NO 8 CR 5 SELF TAP/DRILL SCREW FULL WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND SIRIKE SCREWS 95 1/2' TO BE EQUIVALENT TO OR STRONGER THAN THE 1/2' MIN 18 CA 33 KSI METAL STUD NO. 8 GR 5 SELF TAP DRILL SCREW FULL ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. MIN. 1/8' THK A36 STEEL NO B CR 5 SELF TAP/ORILL SCREW FULL FRAME ANCHOR REQUIREMENTS TABLE _ OPENING TYPE FRAME/WNL FIN/STRIKE TO MINIMUM MINIMUM SUBSTRATE) r OPENING FASTENER TYPE EM8ED EDGE DIST 3) FRAME SCREWS MIN. 2X4 WOOD FRAME OR BUCK NO. 10 SMS OR WOOD SCREW 1 1/4' 3/4' MIN GR. 3 & G=O 55) MIN 18 GA. 33 KSI METAL STUD NO 10 GR. 5 SELF TPP CRILL SCREW FULL 12' IAN 1/8' THK A36 STEEL N0. 10 OR 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8' THK 6063-T5 ALUN NO 10 GR 5 SELF TAP/DRILL SCREW FULL 1/2- 2) NAILING FIN FASTENERS MIN 2X4 WOOD FRAME OR BUCK 11 GA ROOFING NAIL 1 7/8' MIN GR. 3 & G=055) 1/2 MIN 20 WOOD FRAME OR BUCK MIN CR. 3 & G=0.55) N0. 8 X 1 1/2' SMS 1 3/8' 1/2' MIN 1/8' THK A36 STEEL NO. 8 OR 5 SELF TAP/DRILL SCREW FULL 1/2' MIN 1/8' THK 6063-T5 ALUM. NO 8 CR 5 SELF TAP/DRILL SCREW FULL 1/2' SIRIKE SCREWS 95 1/2' MIN 2X• WOOD FRAME OR BUCK NO 8 SMS OR WOOD SCREW 1 1/4' MIN GR. 3 & G-055) 1/2' MIN 18 CA 33 KSI METAL STUD NO. 8 GR 5 SELF TAP DRILL SCREW FULL 1/2' MIN. 1/8' THK A36 STEEL NO B CR 5 SELF TAP/ORILL SCREW FULL 2' N 1/2 - IN 1/8 THK 6063-T5 ALUM NO 8 OR 5 SELF TAP/DRILL SCREW FULL 1/2' C-90 CMU 2500 PSI CONCRETE (1) 3/16' CONCRETE SCREW i 1 1/4' 2' 1) CONCRETE SCREWS SHALL BE FICO ULTRACONS (C.S ). ELCO CRETE -FLEX (S.S ), ITW RAMSET/RED HEAD TAPCONS (CS- OR S.S.) OR HILTI KWIK-CON II (C.S OR S S ) 2) WHEN SCREWS ARE USED WITH THE NAIL FIN. THEY MUST BE A WAFFLE HEAD SCREW OR HAVE A FIAT WASHER AT THE SCREW HEAD 3)FRAME ShFAR SCREWS MUST BE PAN HEAD SCREWS. FOR MAX FRAME WIDTH FOR MAX. FR4ME WIDTH SEE PRESSURE TABLE ON THIS SHEET SEE PRESSURE TABLE ON THIS SHEET O1 6" MAX 180 MAX D 6" MAX. 4" MAX. d , FIN ANCHOR WITHIN 4' = FRAME SCREWS WHERE OF CORNERS & 8" MAX " 1 SHOWN. SEE "FRAME 0 C SEE 'FRAME ANCHOR REQUIREMENTS X = ANCHOR REQUIREMENTS TABLE" ON THIS SHEET ZTABLE" ON THIS SHEET o FOR REQUIREMENTS. n w FOR REQUIREMENTS. W J J OPPOSITE SLIILAR SIMILAR 41 FIXED a E4 FIXED E4 N N W w a o_ w w w wN I 18" MAX O.0 xwx = w w w X X _ Sd1RAR t :2 SIM4AR t OPPOSITE OPPOSOE w 4 11 / — 4 4' MAX. EXTERIOR ELEVATION: EXTERIOR ELEVATION; SINGLE FIXED PANEL SINGLE FIXED PANEL SCALE: 3/4" = 1"-0' SCALE: 3/4" = V-0' NAIL FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) ALLOWABLE PRESSURE TABLE FIXED PANEL DOORS) MAX. MAX FRAME ALLOWABLE FRAME WIDTH PRESSURE HEIGHT POSITNE NEGATIVE 81 1/2" 34 15/16" 30 PSF 35 PSF 95 1/2' 47 1/2" 25 PSF 25 PSF Lo co:Z :i w 0, -ate tw r 266' D.i`' y,: b41 " VIN AAJJllif11111\\i U OZcom o wW 2 < Y fA tr oTS^ z 3s J yi nl IT'z X30 u°3.6 NP N Lwy SHEEP NO 2 OF FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER "FRAME SEALANT BY ANCHOR REQUIREMENTS TABLE- OTHERS BERND u1/4" NAIL FIN MAX SHIM SEALANT BY OTHERS FRAME ANCHOR SUBSECTION C 1/4- MAX. OTHERS PER FRAME ANCHOR SCALE 1/2 FULL 3 REQUIREMENTS (FRAME SCREW MOUNT) TABLE" SPACE SEALANT BYJ ar OTHERS Iurr SEALANT BY 0 OTHERS Illr SEAL SPACE jj J WITH LOW EXPANSION = FOAM w AROUND a PERIMETER OF WINDOW FRAME EXTERIOR SECTION Al SCALE 1/2 FULL 3 NAIL FIN MOUNT) FRAME ANCHOR PER ELEVATION i 3/8" MAX- SHIM AT EACH ANCHOR i SEAL SPACE iUWITHWITHLOW -' J EXPANSION = FOAM w AROUND PERIMETER OF WINDOW FRAME EXTERIOR SECTION A2 SCALE 1/2 FULL 3 FRAME SCREW MOUNT) 1/4" MAX SHIM ` RAME 710TH AT EACH ANCHOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND I PERIME FR OF WINDOW FRAME V E STRIKE ANCHORSPER- ELEVATICNFRAME ANCHOR PER ELEVATIONSUBSTRATE BYOTHERSPER FRAME ANCHOR REQUIREMENTS7ABLE" SECTIOSEAINffBY-- , SCALE 1/2 FULL 3 OTHERS FRAME SCREW UOUNT) r CONTINUOUS WOOD MEMBER LESS SUBSTRATE BY IN SIZE THAN A 2X_ BUCK TO BE OTHERS PER MIN- 3 1/2" DEEP NOT REQUIRED FRAME ANCHOR WHEN SHIM SPACE IS WITHIN REQUIREMENTS ALLOWABLE DIMENSIONS SHOWN IN TABLE' SEC110NS) - SEALANT BY OTHERS FRAME & STRIKE a ANCHORS PER ELEVATIONS & FRAME ANCHOR REQUIREMENTS TABLE' EXTERIOR OPTIONAL DIRECTDIRECT MOU D AIL TO SUBSTRATETOWITHSUBSTRATE SPACE HEAD SECTION SHOWN, SILL & SIDES ARE INSTALLED THE SAME) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) SLIDING DOOR SHOWN, FIXED PANEL DOOR IS INSTALLED THE SAME) 01 BUTYLS REQUIWASHERREQUIREDEACHZAT FASTENERLOCATION ATTHErEAB u1/4" MAX SHIM EACH ANCHOR SEALANT BY OTHERS FRAME ANCHOR SUBSECTION C PER=LEVATION OTHERS PER FRAME ANCHOR SCALE 1/2 FULL 3 REQUIREMENTS (FRAME SCREW MOUNT) TABLE" FRAME ANCHOR PER ELEVATION i 3/8" MAX- SHIM AT EACH ANCHOR i SEAL SPACE iUWITHWITHLOW -' J EXPANSION = FOAM w AROUND PERIMETER OF WINDOW FRAME EXTERIOR SECTION A2 SCALE 1/2 FULL 3 FRAME SCREW MOUNT) 1/4" MAX SHIM ` RAME 710TH AT EACH ANCHOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND I PERIME FR OF WINDOW FRAME VE STRIKE ANCHORSPER- ELEVATICNFRAME ANCHOR PER ELEVATIONSUBSTRATE BYOTHERSPER FRAME ANCHOR REQUIREMENTS7ABLE" SECTIOSEAINffBY-- , SCALE 1/2 FULL 3 OTHERS FRAME SCREW UOUNT) r CONTINUOUS WOOD MEMBER LESS SUBSTRATE BY IN SIZE THAN A 2X_ BUCK TO BE OTHERS PER MIN- 3 1/2" DEEP NOT REQUIRED FRAME ANCHOR WHEN SHIM SPACE IS WITHIN REQUIREMENTS ALLOWABLE DIMENSIONS SHOWN IN TABLE' SEC110NS) - SEALANT BY OTHERS FRAME & STRIKE a ANCHORS PER ELEVATIONS & FRAME ANCHOR REQUIREMENTS TABLE' EXTERIOR OPTIONAL DIRECTDIRECT MOU D AIL TO SUBSTRATETOWITHSUBSTRATE SPACE HEAD SECTION SHOWN, SILL & SIDES ARE INSTALLED THE SAME) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) SLIDING DOOR SHOWN, FIXED PANEL DOOR IS INSTALLED THE SAME) 01 FN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SEALANT BY OTHERS BEHIND NAIL FIN 1/4 ---MAX. SPACE SEALANT BY SEALANT BY OTHERS FF lJ OTHERS SEAL L FRAME ANCHOR PER I/4" MAX SPACE FRAME WIDTHELEVATION t SEAL SPACE WITH LOW EXPANSION FOAM AROUND 3/8" MAX. SHIM SUBSTRATE BY ---_ PERIMETER OF WINDOW FRAME AT EACH ANCHOR OTHERS PER FRAME ANCHOR 1 — REQUIREMENTS BLFABLE" SEAL SPACE r FIN ANCHOR ILfI WITH LOW — PER ELEVATION EXPANSION = WITH LOW ^ FOAM w _ AROUND a FZ EXPANSIONr - oc FOAM PERIMETER w OF WINDOW SEALANT BY AROUND a FRAME OTHERS BEHIND PERIMETER LL EXTERIOR I NAIL FIN - , _ EXTERIOR Z w NOFWINDOW FRAME SECTION 02 EXTERIOR - SEALANT BY SCALE 1/2 FULL o OTHERS SECTION pi (FRAME SCREW MOUNT) zii o of c n SCALE. 1/2 FULL 4 SECTION U a NAIL FIN MOUNT) EI z 3 oo^ SCALE: 1/2 FULL 4 a NAIL FIN MOUNT) 1/4' UAX. SHIM FRAME WIDTH AT EACH ANCHOR SEAL SPACE WITH LOW a EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME zom W<< IFI ZV^. FRAME ANCHOR PER ELEVATION E5 i o oW u w w wZ a oN6 SUBSTRATE BY OTHERS PER FRAME ANCHOR •I j I( I 1`1{1011111fff vP '. REQUIREMENTS LJ pRERIOR t • • •' iTABLE" d SQ• _n Jim"'. o o a SEALANT BY U ;% ? : = " 1 zJ- OTHERS 3 a rl ir. V-1, O SECTION 4SCALE: 1/2 FULL ffff111110% 3 FRAME SCREW MOUNT) SHEET NO 4 of V: NM UMe. M 0 74 Z EMMIM'S = BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 13CIS Site Map Links Search Bushes Professi ig I'd Product Approval USER: Public User Rp bill P-OdUCI A[)provj)1 Menu > Product or ADDlication Search > Alcolicaiion List > Application Detail T v, -t FL # FL16812- R1 Application Type Affirmation Code Version ' 2014 Application Status Approved Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 641) 621-6096 pellaproductapproval@pelia.com Authonzeb Signature Joe Hayden Sandi Robinson pellaproductapproval@pella.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung 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/C SA 101/l.S.2/A440-08 2008 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 L. No 3 N/A Product Approval Method Method 1 Option A Date Submitted 01/30/2015 Date Validated 01/30/2015 Date Pending FBC Approval Date Approved 02/01/2015 Summary of Products fF-- j1681z1 _ - 0 Model, Number or Name 250 Series Single Hung Window 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. 16812.2 250 Senes Single Hung 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. 6812.3 r 1250 Series Single Hung Window Cimit of use ----- 4---------------- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pres'sure': +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. ' 16812.4 — 250 Series Single Hung Window Description 36" x 63" vinyl non -impact single window Certification Agency Certificate FL16812 R1 C CAC CCL 411-H-1462.06 .07 odf Quality Assurance Contract Expiration Date 08/06/2021 Installation Instructions FL16812 R1 II 1867.odF Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 48" x 84" vinyl non -impact single window with fully reinforced stiles i rails Certification Agency Certificate FL16812 R1 C CAC CCL 411-H-1462 08 09.Ddf Quality Assurance Contract Expiration Date 08/06/2021 Installation Instructions FL16812 R1 II 1867.i)df Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 54" x 66" vinyl non -impact single window with fully reinforced stiles rails & HP package I Certification Agency Certificate FL16812 R1 C CAC CCL 411-H-1462.14 .15.odf Quality Assurance Contract Expiration Date 08/13/2021 Installation Instructions FL16812 RI II 1867.Ddf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 48" x 72" vinyl non -impact single window with fully reinforced stiles , rails & HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16812 R1 C CAC CCL 411-H-1462.16 .17.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/13/2021 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current ASTM FL16812 R1 II 1867.odf E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party. Yes Evaluation Reports Created by Independent Third Party: 16812.5 250 Series Single Hung Window 72 1/2" x 63" vinyl non -impact double window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16812 R1 C CAC CCL 411-H-1462.00 .01.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/14/2021 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current ASTM FL16812 R1 fI 1867.odf E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports J-`- LCreated by Independent Third Party: _—— i 16812.6 250 Senes Single Hunq Window 96" x 72" vinyl non -impact double window with fully reinforced i stiles & rails j 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. r 16812.7 250 Series Single Hung Window Limits of Use Certification Agency Certificate FL16812 R1 C CAG CCL 411-H-1462 18 .19.odf Quality Assurance Contract Expiration Date j 08/09/2021 Installation Instructions FL16812 R1 II 1867.odf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 72" x'65 1/2" vinyl non -impact double window with fully reinforced stiles & rails & HP package, Certification Agency Certificate 1. ALL FASTENERS SHALL BE .N ACCORDANCE WITH THESE DRAWINGS SPECIFIED ANCHOR EMBED TO PASE-NNTERNL SHALL BE BEYOND WALL 9NISH OR STUCCO 2. CPFNINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE 3. THESE NON-14PACT RATED WINDOW SYSTEM INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA BURRING CODE (FSC). 4. ALL ANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD S MATERIALS. INCLUDING BUT NOT ULBTED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER D6S,MILAR MATERV S SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20 TO THE BEST OF OUR KNOWLEDGE. THE WINDOWS SHOWN HEREIN ARE CERTIFIED 3 QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY h SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE 914-3 FLORIDA BUILDING COMMISSION SPECIFICATIONS. WINDOW ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS Y TESTING REPORTS 7. CERTIFICATION OF THESE 'WINDOW INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY 1) THEY ARE INSTALLED WITHOUT A BUILDING PERMT FROM THE APPLICABLE LOCAL C1 BUNTING DEPARTMENT 2) IF THEY ARE INSTALLED BY ANYONE OTHER THIN A LICENSED CONTRACTOR 5 EXPERIENCED WITH WINDOW INSTALLATIONS. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCTS CERTIFICATION ENITIYS 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 WINDOW. 9. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED ' WINDOWS IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER Y/OR INSTALLER. WALATI N EVALUATION 6 BASED ON APPLICABLE MOM STANDARDS AND/011 INFORMATION t RESUUS FROM APPLICABLE TEST REPORTS. THE FLORIDA BURRING CODE VERSION CONMERED WITH THE LVALUATION WAS THAT IN FORCE AT THE TILE OF THE EVALUATION. N THE EVENT OF MOE VRSION CWNG6NPDATES OR IN THE EVENT THAT NEW LN AWITIOMAL TESTING 6 COMPLETED ON THE REFERENCED PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE THE MANUFACTURER SIM CONFIRM'MIH THEINSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE -N ME CURRENT WITH THE THEN OXIIWFTR TESTING. CODE AND APPLICABLE STANDARDS OPENING TYPE SUBSTRATE) FRAME/CUP/NAIL FIN TOMINIMUM OPENING FASTENER TYPE EMBED MINIMUM EDGE DIST 1) FRAME SCREWS FIN FASTENER WITHIN 2" MIN 2X4 WOOD FRAME OR BUCK NO 10 SMS OR WOOD SCREWMIN. GR. 3 & G=0.55) 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/B" THK S ALUM NO 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2' MIN C-90 CMU ORPSI CONCRETE (2) 1/4" CONCRETE SCREW 1 1/4" 2" 1) INSTALLATION CLIP SCREWS PRESSURE IS OVER +/-35 MIN 2X4 WOOD OR BUCK NO 10 SMS SCREW GR 30.55) FE 1 1/4 1/2'( MIN MIN 18 GA 33TAL STUD NO 10 GR 5 SELF TAP/DRILL SCREW FULL 1/2" MIN 1/8" TSTEEL NO 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8' THK 5 ALUM NO 10 GR 5 SELF TAP/DRILL SCREW FULL 1/2" 2500 PSIETE (2) 1/4" CONCRETE SCREW 1 1/4" 2' 3) NAILING FIN FASTENERS OR LESS. SEE "FRAME MIN 2X4 WOOD FRAME OR BUCK N0. 8 SMS SCREW MIN GR 3 & G=0 55) 1 3/8" 1/2• MIN 2X4 WOOD FRAME OR BUCK 11 GA ROOFING NAIL MIN GR 3 & G=0 55) 1 3/8" 1/2' MIN 1/8" THK A36 STEEL NO 8 GR 5 SELF TAP/DRILL SCREW FULL 1/2' _ THK 6063-T5 ALUM NO 8 GR 5 SELF TAP/DRILL SCREW FULL 1/2' INSTALLATION CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW 2)SCREWS SHALL BE ELCO ULTRACONS (C S), ELCO CRETE -FLEX (S S), RWrCONCRETE D HEAD, TAPCONS (C.S' OR S S ) OR HILTI KWIK-CON 11 (C.S OR S S.) EWS ARE USED WITH THE NAIL FlN, THEY MUST BE A PAN HEAD OR WAFFLE HEAD HAVE A FLAT WASHER AT THE SCREW HEAD rFOR MAX FRAME WIDTH, SEE NOTE BELOW A) 4 It 2' 05 CD W 0 FOR MAX. FRAME WIDTH, SEE NOTE BELOW 1 4" MAX FRAME SCREWS WHERE SHOWN - AT SIDES. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS NOTE THAT WHEN JOB REQUIRED DESIGN PRESSURE IS OVER +/-35 A FRAME FILLER MUST BE USED AT EACH FRAME SCREW, SEE SHEET 5 FOR PART DETAIL) 6. I r 6 d j 4 EXTERIOR ELEVATION: SINGLE WINDOW FIN FASTENER WITHIN 2" SCALE. 3/4" = 1'-O" SCALE: 3/4' = 1'-0" OF CORNERS & 4 1/2" MAXIMUM MAX.. 0 C. WHEN JOB PRESSURE, SEE APPLICABLE SIDE JAMB ANCHOR REQUIRED DESIGN NOTE. FOR MAX. SINGLE E DIMENSIONS v PRESSURE IS OVER +/-35 FLORIDA APPROVAL PSF; 9" MAX. O.C. WHEN SPACINGZ;' Ur JOB REQUIRED DESIGN PRESSURE IS +/-35 PSF OR LESS. SEE "FRAME ANCHOR REQUIREMENTS La c:z TABLE' ON THIS SHEET FOR REQUIREMENTS. 54 12 w vAA`¢ 5 tAi it: O 48 CLUSTER FlN FASTENERS AT c •1-i C-0ZU MEETING RAIL ENOS SUCH THAT EVALUATION NOTE• AITERNA AMGHOR/S IBSTRATE EVALUATION NOTE, THERE ARE A TOTAL OF 5 POSITIONED AS SHOWN. SEE 17 FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. icQQO C SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE It 2' 05 CD W 0 FOR MAX. FRAME WIDTH, SEE NOTE BELOW 1 4" MAX FRAME SCREWS WHERE SHOWN - AT SIDES. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS NOTE THAT WHEN JOB REQUIRED DESIGN PRESSURE IS OVER +/-35 A FRAME FILLER MUST BE USED AT EACH FRAME SCREW, SEE SHEET 5 FOR PART DETAIL) 6. I r 6 d WINDOW FRAM EXTERIOR ELEVATION; EXTERIOR ELEVATION: SINGLE WINDOW SINGLE WINDOW SCALE. 3/4" = 1'-O" SCALE: 3/4' = 1'-0" NAIL FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) MAXIMUM PRESSURE, SEE APPLICABLE SIDE JAMB ANCHOR FRAME NOTE. FOR MAX. SINGLE E DIMENSIONS 4" MAX. SHEET NO. I of WINDOW FRAM SPACING TABLE A' ....... AND ALLOWABLE DESIGN MAXIMUM MAXIMUM PRESSURE, SEE APPLICABLE FRAME 0 C. v FLORIDA APPROVAL WIDTH SPACINGZ;' Ur La c:z5412wvAA`¢ 5 tAi it: O 48 13 c •1-i C-0ZU EVALUATION NOTE• AITERNA AMGHOR/S IBSTRATE EVALUATION NOTE, 36 17 P yybq'I • ALL ALTERNATE ANCHORS IN THEIR SPECIFIEDALL icQQO C SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND INAINcs ME MI'UCABIE oNLEOTOBEEQUIVALENTTOORSTRONGERTHANTHETOBETOORSTRONGERTHEDTHEY.7 AE USED FOR THE ASSNINYTHNOTBEUSEDFORTHEASSNINY INSTALLATIOPHODUCfN011WYANCHOR(5) USED IN TESTING WITH THISUSEpINTESTINGWTTFIPRODUCTF-" osEo FOR INnoNAL ANo/oR LRCL APPWaMAusedFORRAnoNALANo/oR uxx APPnovMAP110dICTTHE ON E W1. SHEET NO. I of FOR MAX OVERALL FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW SIZE/PRESSURE TABLE ON THIS SHEET 2, _ Alr__ -— 4 EXTERIOR ELEVATION: SIDE—BY—SIDE WINDOW SCALE- 3/4' = 1'-0' NAIL FIN MOUNT CONDITION) ALLOWABLE SIDE—BY—SIDE WINDOW SIZE/PRESSURE TABLE CLUSTER FIN FASTENER SCREWS AT MUWON ENDS SUCH THAT THERE ARE A TOTAL OF 3 POSITIONED AS SHOWN. SEE 'FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS. (NOTE THAT ROOFING NAILS ARE NOT APPLICABLE AT MULLION END CLUSTERS) _ FIN FASTENER WITHIN 2' OF CORNERS & CLUSTER FIN FASTENERS AT 4 1/2' MAX. O.C. WHEN JOB REQUIRED DESIGN MEETING RAIL ENDS SUCH THAT ARE A TOTAL 5 PRESSURE IS OVER +/-35 PSF, 9" MAX. OC. POSITIOTHERE N. AS SHOWN. SEE WHEN JOB REQUIRED DESIGN PRESSURE IS +/-35 -FRAME ANFRAMEANCHOR REQUIREMENTS PSF OR LESS. SEE 'FRAME ANCHOR REQUIREMENTS TABLE' SHEET 1 FOR TABLE' ON SHEET 1 FOR REQUIREMENTS. REQUIREMENTS. NTS. B1 j 4 j IN.) EXTERIOR ELEVATION: SIDE—BY—SIDE WINDOW SCALE- 3/4' = 1'-0' NAIL FIN MOUNT CONDITION) ALLOWABLE SIDE—BY—SIDE WINDOW SIZE/PRESSURE TABLE MAXIMUM MAXIMUM ALLOWABLE OVERALL FRAME PRESSURE FRAME HEIGHT PSF)- WIDTH DIMENSION DIMENSION IN ) IN.) TRIPLE WINDOW 109 1 63 1 35 DOUBLE WINDOW 96 72 35 72 65 t 2 50 48" MAX FRAME WIDTH Al 4 4 EXTERIOR ELEVATION: SINGLE WINDOW WITH TRANSOM SCALE: 3/4" = 1'-O" NAIL FIN MOUNT CONDITION) ALLOWABLE DESIGN PRESSURE TRANSOM UNITS ONLY) 35 PSF CLUSTER FIN FASTENER 1. SCREWS ATMULLION ENDS SUCH THAT THERE ARE A o2' TOTAL 3 POSITIONED AS SHOWN.. SEE "FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR SCREW REQUIREMENTS. g NOTE THAT ROOFING NAILS ARE NOT APPLICABLE AT MULLION END CLUSTERS) CLUSTER FIN FASTENERS AT MEETING RAIL ENDS Z SUCH THAT THERE ARE AI— F x N oTOTAL OF S POSITIONED AS o o G N 2" SHOWN. SEE "FRAME Z a ANCHOR REQUIREMENTS 3 0 z s G TABLE' ON SHEET 1 FOR L) _ S ! REQUIREMENTS. Q 3 o w 0 d ate° FIN FASTENER WITHIN 2" Z CORNERS & z 9' ii' y 9" MAX. O.C. SEE "FRAME oYANCHORREQUIREMENTSZY TABLE' ON SHEET 1 FOR = REQUIREMENTS U z N Z oD W z =d7 V) w ¢ w W W. o SW W ZF w On $ gNNZ N 3 U s3 o: Z sLL LL- may; ,, . Z •. + ` DRAWING NO REV 1867 SHEET NO 2 Dr 5 FOR MAX OVERALL FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW SIZE/PRESSURE TABLE ON THIS SHEET INDIVIDUAL WINDOW WIDTH INDIVIDUAL WINDOW WIDTH INDIVIDUAL WINDOW WIDTH 3„ 3. 4•• MAX. 13 1/4" 13 1/4'• 13 1/4" 4" MAX. MAX. 0 C. MAX. 0 CMAX. 0 C. A2 4 4" MAX j I j FRAME SCREWS WHERE SHOWN AT HEAD & Q SIDES. SEE "FRAME ANCHOR REQUIREMENTS w TABLE" ON SHEET 1 FOR REQUIREMENTS. (NOTE THAT WHEN JOB REQUIRED DESIGN PRESSURE w N I IS OVER +/-35 A FRAME FILLER MUST BE r C2 USED AT EACH FRAME SCREW, SEE SHEET 5 a w w 5 I FOR PART DETAIL) 7NN I 6- ZaZZ j 6" f v o m INSTALUTION CUPS WHERE SHOWN AT SILL o SEE 'FRAME ANCHOR REQUIREMENTS TABLE" ON 0 SHEET I FOR REQUIREMENTS. 01 01IIIIIIIIi "\ B4 4" MAX. -- MAX12 I 0 C. T 12 4"1 4"1 MAX. 1 0 C. 'I 4^1 4 l 4" EXTERIOR ELEVATION* SIDE-BY-SIDE WINDOW SCALE: 3/4" = 1'-0" FRAME SCREW AND CLIP MOUNT CONDITION) ALLOWABLE SIDE-BY-SIDE WINDOW SIZE/PRESSURE TABLE MAXIMUM MAXIMUM ALLOWABLE OVERALL FRAME PRESSURE FRAME HEIGHT PSF) WIDTH DIMENSION C N <: DIMENSION IN.) IN.) DRATNO, ft EV 1RR7 TRIPLE WINDOW 109 63 35 DOUBLE WINDOW 96 72 35 72 55 1/2 50 a 4" MAX. 1/4 4" MAX. MAX. O.C. I SIDE JAMB ANCHOR SPACING TABLE MAXIMUM MAXIMUM INDIVIDUAL O.C. WINDOW SPACING WIDTH (IN.) IN.) 48" MAX FRAME WIDTH 4" MAX j 3 % P 3" _ c? FRAME SCREWS WHERE SHOWN = AT SIDES. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET C2 I FOR REQUIREMENTS 5 v j O 1T_ I 4" MAX. EXTERIOR ELEVATION: SINGLE WINDOW WITH TRANSOM SCALE: 3/4" = I'-0" FRAME SCREW MOUNT CONDITION) ALLOWABLE DESIGN PRESSURE TRANSOM UNITS ONW 35 PSF 1 3 F W N p o i n. a IZ0z 0Z J UZ_ Z oV) Z10F.o z z- 6 Zd - w Wdra1 LIZ J nONUo N fn Z N3U 6 R3 t%It... u.rf" o NN L>i C/) "2 zz La s: ao6 C N <: Vh ••••' w"••• DRATNO, ft EV 1RR7 SHEEP NO i OF 5 x 2 1 EXTERIOR D SEAL SPACE WITH i EXTERIOR SEAL SPACE WITH SEAL SPACE WITH w LOW EXPANSION LOW EXPANSION LOW EXPANSION x FOAM AROUND 4 FOAM AROUND 4 FOAM AROUND EXTERIOROF FRAME FILLER PERIMETER OF < PERIMETER OF FRAME FILLER PERIMETER WINDOW FRAME WINDOW FRAME WINDOW FRAME SECTION Al SECTION A2 ALTERNATE SECTION A2 1 SCALE- 3/4 FULL 4 - v SCALE: 3/4 FULL 4 SCALE: 1/2 FULL 4 + NAIL FIN MOUNT) _ (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) EXTERIOR EXT;RR SEAL SPACE WITH SEAL SPACE WITH = OW EXPANSION LOW EXPANSION w FOAM AROUND FOAM AROUND x PERIMETER OF SHIM AS RPERIMETER OF WINDOW FRAME SUPPORT WINDOW FRAME WINDOWINSTALLATION SEALANT BY O 0 SEALANT BY 0 CUP OTHERS OTHERS 1/4' MAX. - SPACE 1/4" MAX. SHIM AS REQ'D TO MAX. 3/16' SHIM SPACE SUPPORT &ALIGN THICK X 3" WINDOW LONG SHIM r _ _ _ _: AT EACH CLIP EASLANT 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 CUP) ELEVATION REQUIREMENTS TABLE" SECTION B2 SECTION B1 SCALE: 3/4 FULL 4 SCALE 3/4 FULL 4 (INSTALLATION CLIP MOUNT CONDITION) NAIL FIN MOUNT) J W FRAME SCREW PER z6 ^. FIN FASTENER PER a ELEVATION z ods ELEVATION SUBSTRATE BY z_ uXz SUBSTRATE BY 0~ InN SUBSTRATE BY SEALANT BY OTHERS OTHERS PER FRAME SCREW FOTHERSPER SEALANT BY OTHERS OTHERS PER BEHIND NAIL FIN FRAME ANCHOR PER ELEVATION FRAME ANCHOR BEHIND FRAME FLANGE FRAME ANCHOR REQUIREMENTS REQUIREMENTS La 0! ;z REQUIREMENTS TABLE" TABLE" TABLE" y`,V WINO NO IREV. 1/4" MAX 1 1/4"MAX SHIM 1/4" MAX. SHIM SPACE . -}- AT EACH ANCHOR 0 AT EACH ANCHOR SEALANT BYE L 0 SEALANT BY O SEALANT BY OTHERS OTHERS OTHERS x 2 1 EXTERIOR D SEAL SPACE WITH i EXTERIOR SEAL SPACE WITH SEAL SPACE WITH w LOW EXPANSION LOW EXPANSION LOW EXPANSION x FOAM AROUND 4 FOAM AROUND 4 FOAM AROUND EXTERIOROF FRAME FILLER PERIMETER OF < PERIMETER OF FRAME FILLER PERIMETER WINDOW FRAME WINDOW FRAME WINDOW FRAME SECTION Al SECTION A2 ALTERNATE SECTION A2 1 SCALE- 3/4 FULL 4 - v SCALE: 3/4 FULL 4 SCALE: 1/2 FULL 4 + NAIL FIN MOUNT) _ (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) EXTERIOR EXT;RR SEAL SPACE WITH SEAL SPACE WITH = OW EXPANSION LOW EXPANSION w FOAM AROUND FOAM AROUND x PERIMETER OF SHIM AS RPERIMETER OF WINDOW FRAME SUPPORT WINDOW FRAME WINDOWINSTALLATION SEALANT BY O 0 SEALANT BY 0 CUP OTHERS OTHERS 1/4' MAX. - SPACE 1/4" MAX. SHIM AS REQ'D TO MAX. 3/16' SHIM SPACE SUPPORT &ALIGN THICK X 3" WINDOW LONG SHIM r _ _ _ _: AT EACH CLIP EA SLANT 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 CUP) ELEVATION REQUIREMENTS TABLE" SECTION B2 SECTION B1 SCALE: 3/4 FULL 4 SCALE 3/4 FULL 4 (INSTALLATION CLIP MOUNT CONDITION) NAIL FIN MOUNT) J W z z6 ^. a12 w z ods y z_ uXz 0~ InN U(4Q? N Z 311 83 e La 0! ;z y`,V WINO NO IREV. 1/4" MAX SHIM 1/4" MAX FRAME HEIGHT — I+m/usn SPACE FRAME 'NIDtH AT EACH ANCHOR 1 4" MAX. SHIM I FRAlJE HEIGHT AT EACH ANCHOR - SEAL SPACE WITH SEAL SPACE WITH 3 SUBSTRATE BY LOW EXPANSION SUBSTRATE BY LOW EXPANSION SUBSTRATE BY FOAM AROUND OTHERS PER FOAM AROUND PERIMETER OF " SEAL SPACE WITHOTHERSPER OTHERS PER C FRAME ANCHOR PERIMETER OF FRAME ANCHOR LOW EXPANSION FRAME ANCHOR :• QWINDOW FRAME FOAM AROUND REQUIREMENTS WINDOW FRAME REQUIREMENTSRABUEREMENTS _ O PERIMETER OF TABLE" TABLE" 4 WINDOW FRAME _ _ _ 4 _ _ o FRAME FILLER FIN FASTENER 0 FRAl.!E-FILL 4 = PER ELEVATION - FRAME SCREW U _ FRAME SCREW ER ELEVATION O' PER ELEVATION SEALANT BY _ of ) SEALANT BY g OTHERS - V OTHERS BEHIND BEHIND NAIL FRAME FLANGE ' FIN - - _ SEALANT BY _ _ SEALANT BY, _ - OTHERS EXTERIOR 2 1 OTHERS EXTERIOR SEALANT BY z OTHERS E)('TERIOR _ • - F C' O roo SECTION c1 SECTION C2 ONn TAE 3/4 FULL 5 SCALE: 3/4 FULL s ALTERNATE SECTION o Z s NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) SCALE' 1/2 FULL 5 U 3 vJcFRAMESCREWMOUNTCONDITIONWITHFLANGE) wo,o a 0.375 I— 0 CONTINUOUS WOOD MEMBER LESS 0.604 - I —{ 1.020 z w IN THICKNESS THAN A 2X_ BUCK 0.500 z 0.225TOBEMIN31/2' DEEP (NOT SUBSTRATE BY OTHERS z REQUIRED WHEN SHIM SPACE IS ' /PER FRAME ANCHOR LENGTH = 3 000' WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE" 2.485. 0.604 V 3.000 O crtAuc FILLERSHOWNINSECTIONS) z cooRIGIDPVC) zm 0.8604 L 1 (NOTE THAT WHEN W ` 0.500 JOB REQUIRED i DESIGN PRESSURE E5 Le0.059 0.059 > + SEALANT BY Q O FRAIAF FI AN(:F O FRAME FLANGE IS OVER +/-35 A cn W N OTHERS 1 2 FRAME FILLER MUST w RIGID PVC) (RIGID PVC) 1.325 BE USED AT EACH wu $' 11 0.060 FRAME SCREW) 1n w? D r EXTERIOR T a FRAME SCREW PER 0.293 q ELEVATION & "FRAME INSTALLATION CUP , N N io FRAME FILLER ANCHOR REQUIREMENTS (RIGID PVC) 3 y TABLE" 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) 5 oF 5 10 H- VU i;fl 5 oF 5 1. ALL FASTENERSSHALL BE IN ACCORDANCE WITH THESE DRAWINGS SPECIFIED ANCHOR EMBED r0 BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER• MIND LOADS TO THE STRUCTURE 3. THESE NON -IMPACT RATED WINDOW STSTEM INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE RECULREMENTS OF THE FLORIDA BUILDING CODE (FBC) 4, AL ANCHORS SECURING WINDOW 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 DGSIMIAR MATERIALS SHALL HEFT THEREQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. B. TO THE BEST OF OUR KNOWLEDGE. THE WINDOWS SHOWN HEREIN ARE CERTIFIED & QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/CA ENTITY & SHALL BE LABELED IN ACCORDANCE WIN THE FBC ANB THE BN -3 FLORIDA BUILDING COMMISSION SPECIFICATIONS WINDOW ASSEMBLY IS NOT PART OF T E DRAWING AND SHALL -BE IN ACCORDANCE WITH THE WNUFACTURER'S QUALITY ASSURANCE SPECIF:JF S & TESTING REPORTS. 7. CERTIFICATION OF THESE WINDDW INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY I) THEY ARE INSTALLED WITHOUT A BUILDING PERMIT FROM THE APIO LE LOCAL C1 BUILDING DEPARTMENT 2) IF THEY ARE INSTALLED BY ANYONE OTHER THAN A UCENSED CONTRACTOR 5 EXPERIENCED WITH WINDOW INSTALLATIONS 3) IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION EINITYS CQUIFICATE 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 CERROCATION SHALL CONTROL FOR THE INSTALLED WINDOW 9. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY WATER PROOFING OF THE INSTALLED - - WINDOWS IS NOT PART OF THIS INSTALLATION CERTIFICATION THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER Y/OR INSTALLER. INSTALLATION EVALDATINN 6 akso ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMATION t RESULTS FROM APPLCABLE TEST REPORTS THE FLORIDA ADDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT INFORCE AT THE TIME OF THE EVA-LLATXMH M THE EVENT OF CODE VERSION CIwNOES/NPDATFS OR N THE EVENT THAT NEW OR ADDITIONAL TESTING 6 COMPLETED ON THE REFERENCED fMi00.LT. PRIOR TO STATNG CODE COMPLANCE WITH THE STATE, THE MANUFACTURER SHAT CONFIRM Wrr, THE MjA,,TN EvALIATON ENGINEER OF RECORD TTHE NSTAULATM CITED HERE -IN URRARECENT WON THE THEN CURRENT TESTING. CODE AND APPUGABLE SCWIIAM FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME/CUP/NAIL FlN TO MINIMUM MINIMUM TCI IRcTOATFI OPENING FASTENER TYPE EMBED EDGE DIS MIN 2X4 WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4" MIN 18 GA 33 KSI METAL STUD N0. 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 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 2) 1/4" CONCRETE SCREW 1 1/4" 2' 1) INSTALLATION CUP SCREWS ANCHOR REQUIREMENTS 3) WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A PAN HEAD OR WAFFLE HEAD MIN. 2X4 WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) NO 10 SMS SCREW REQUIREMENTS' TABLE" CN THIS MIN 18 GA. 33 KSI METAL STUD NO 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 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 FIN FASTENER WITHIN 2" . 3) NAILING FIN FASTENERS OF CORNERS & 4 1/2" MIN 2X4 WOOD FRAME OR BUCK N0. B SMS SCREW 1 3/B" 1/2" MIN GR. 3 & G=0 55) REQUIRED DESIGN MIN 2X4 WOOD FRAME OR BUCK 11 GA. ROOFING NAIL 1 3/8" 1/2" MIN GR 3 & G=0.55) PSF, -9" MAX. O.C. WHEN MIN 1/8" THK A36 STEEL NO. 6 OR 5 SELF TAP/DRILL SCREW FULL 1/2" MIN- 1/8" THK 6063-T5 ALUM NO 8 OR 5 SELF TAP/DRILL SCREW FULL 1/2" 1) FRAME AND INSTALLATION CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW OR LESS. SEE "FRAME 2) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C S ), ELCO CRETE -FLEX (S S ), FW RAMSET/RED HEAD TAPCONS (C S. OR S.S.) OR HILTI KWIK-CON II (C S OR S.S.). ANCHOR REQUIREMENTS 3) WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A PAN HEAD OR WAFFLE HEAD SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. I_ FOR MAX FRAME WIDTH, SEE I— NOTE BELOW Al I 4 j 4 EXTERIOR ELEVATION: EXTERIOR ELEVATION: SINGLE WINDOW SINGLE WINDOW SCALE 3/4" = )'-0" SCALE: 3/4" = 1'-0" NAIL FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) NOTE: FOR MAX. SINGLE SIDE JAMB ANCHOR 4" MAX j a OR MAX- FRAME WIDTH, SEE NOTE BELOV! FIN FASTENER WITHIN 2" . X1F'`, OF CORNERS & 4 1/2" 7 MAX 0 C WHEN JOB MAXIMUM REQUIRED DESIGN AAAAqt. ... PRESSURE IS OVER +/-35 PRESSURE, SEE APPLICABLE PSF, -9" MAX. O.C. WHEN FRAME JOB REQUIRED DESIGN PRESSURE IS +/-35 PSF FRAME SCREWS WHERE SHOWN -- OR LESS. SEE "FRAME WIDTH ANCHOR REQUIREMENTS AT SIDES. SEE "FRAME ANCHOR TABLE" ON THIS SHEET FOR REQUIREMENTS. REQUIREMENTS' TABLE" CN THIS IN) Co :z d CC -- SHEET FOR REQUIREMENTS 54 CLUSTER FlN FASTENERS AT 0C2 NOTE THAT WHEN JOB MEETING RAIL ENDS SUCH THAT m 5 THERE ARE A TOTAL OF 5 POSITIONED AS SHOWN. SEE OVER +/-35 A FRAME FILLER FRAME ANCHOR REQUIREMENTS C, MUST BE USED AT EACH FRAME TABLE" ON THIS SHEET FOR Z REQUIREMENTS. Bt 4 j PART DETAIL) j 4 EXTERIOR ELEVATION: EXTERIOR ELEVATION: SINGLE WINDOW SINGLE WINDOW SCALE 3/4" = )'-0" SCALE: 3/4" = 1'-0" NAIL FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) NOTE: FOR MAX. SINGLE SIDE JAMB ANCHOR 4" MAX WINDOW FRAME DIMENSIONS OR MAX- FRAME WIDTH, SEE NOTE BELOV! SPACING TABLE X1F'`, 7 MAXIMUM MAXIMUM` AAAAqt. ... 4" MAX PRESSURE, SEE APPLICABLE FRAME OC FRAME SCREWS WHERE SHOWN -- WIDTH SPACING AT SIDES. SEE "FRAME ANCHOR REQUIREMENTS' TABLE" CN THIS IN) Co :z d CC -- SHEET FOR REQUIREMENTS 54 12 0C2 NOTE THAT WHEN JOB m 5 REQUIRED DESIGN PRESSURE IS w OVER +/-35 A FRAME FILLER C, MUST BE USED AT EACH FRAME AI RNA u-HOR/BSTrTATE EYALIATION NONE Z SCREW, SEE SHEET 5 FOR w PART DETAIL) 2" N 6" U WITH THEIR APPLICABLE STANGARD(S) AND ARE FOUND w a sE ORA= ARE APPIICANE oxLr ro HHE PRoaL O TO BE EQUIVALENT TO OR STRONGER THAN THE j 4 EXTERIOR ELEVATION: EXTERIOR ELEVATION: SINGLE WINDOW SINGLE WINDOW SCALE 3/4" = )'-0" SCALE: 3/4" = 1'-0" NAIL FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) NOTE: FOR MAX. SINGLE SIDE JAMB ANCHOR 4" MAX 00zm0 . ws z Wa Gc = 3 z l R= UO fA z s 3v a zY 1 OF WINDOW FRAME DIMENSIONS SPACING TABLE X1F'`, AND ALLOWABLE DESIGN MAXIMUM MAXIMUM` AAAAqt. ... PRESSURE, SEE APPLICABLE FRAME OC 73filjti, FLORIDA APPROVAL WIDTH SPACING zQ.. L0 - A 1 s=`UA IN) IN) Co :z d CC -- 54 12 2 y `7 a O; 66'/,.. .... AI RNA u-HOR/BSTrTATE EYALIATION NONE ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANGARD(S) AND ARE FOUND sE ORA= ARE APPIICANE oxLr ro HHE PRoaL TO BE EQUIVALENT TO OR STRONGER THAN THE OIFMm rHEY wY NOT of usm FOR HHE ASSEMBLY 011 1NSrAlAIgN OF AD' OTHER PRODUCT NOR W' kEyANCHOR(S) USED IN TESTING WITH THIS PRODUCT. MK USED FOR RATIONAL ANO/oR LOCAL WPR & ANY PRODUCT NO PRODUCED W THE MANUFACTURE 00zm0 . ws z Wa Gc = 3 z l R= UO fA z s 3v a zY 1 OF w ;n wWN a Ww W Nx N o1 9zz w r . O W W0sTn om II w FOR MAX OVERALL FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW SIZE/PRESSURE TABLE ON THIS SHEET uI2" I 2 Al TI 1 CLUSTER FIN FASTENER SCREWS AT MULLION = ENDS SUCH THAT THERE ARE A TOTAL OF 3 POSITIONED AS SHOWN, SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS. (NOTE THAT ROOFING NAILS ARE NOT APPLICABLE AT MULLION END CLUSTERS) 2' a 51 W O FIN FASTENER WITHIN 2" OF CORNERS & CLUSTE FI FASTENERS AT 4 1/2" MAX. OC. WHEN JOB REQUIRED DESIGN MEETING RAIL ENDS SUCH THAT PRESSURE IS OVER +/-35 PSF, 9' MAX O.C. THERE ARE A TOTAL 5 0 01WHENJOBREQUIREDDESIGNPRESSUREIS +/-35 POSITIONED AS SHOWN- SEE PSF OR LESS. SEE 'FRAME ANCHOR REQUIREMENTS " FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR TABLE" ON SHEET 1 FOR REQUIREMEN TS j REQUIREMENTS. B1 I 4 j EXTERIOR ELEVATION* SIDE—BY—SIDE WINDOW _ SCALE: 3/4" = 1'-0" NAIL FIN MOUNT CONDITION) ALLOWABLE SIDE—BY—SIDE WINDOW SIZE/PRESSURE TABLE MAXIMUM MAXIMUM ALLOWABLE OVERALL FRAME PRESSURE FRAME HEIGHT PSF) WIDTH DIMENSION DIMENSION IN ) IN.) TRIPLE WINDOW 109 1 63 1 35 DOUBLE WINDOW 96 72 35 72 65 1 2 50 48" I.IA;( FRAME WIDTH IA7 4 4 EXTERIOR ELEVATION: SINGLE WINDOW WFrH TRANSOM SCALE: 3/4" = 1'-0" NAIL FIN MOUNT CONDITION) ALLOWABLE DESIGN PRESSURE fTLWSOM UN(TS ONLY) 35 PSF CLUSTER FIN FASTENER SCREWS AT MULLION ENDS SUCH THAT THERE ARE A 2" TOTAL OF 3 POSITIONED AS SHOWN SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS. NOTE THAT ROOFING NAILS ARE NOT APPUCABLE AT MULLION END CLUSTERS) CLUSTER FIN FASTENERS AT MEETING RAIL ENDS SUCH THAT THERE ARE A TOTAL OF 5 POSITIONED AS 2" SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR REQUIREMENTS. FIN FASTENER WITHIN 2" OF CORNERS & 9" MAX. 0 C. SEE "FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR REQUIREMENTS z m z'ow =. z s^ M ZSw . Wa cgs LLz_$nz 0_ R En 30 ^ Lo ll* 2 oF- 5 5% z m z'ow =. z s^ M ZSw . Wa cgs LLz_$nz 0_ R En 30 ^ Lo ll* 2 oF- 5 FOR MAX. OVERALL FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW SIZE/PRESSURE TABLE ON THIS SHEET INDIVIDUAL WINDOW WIDTH INDIVIDUAL WINDOW WIDTH INDNIDUAL WINDOW WIDTH 3" 3" 4" MAX. 13 1/4" I- - 13 I/4" 73 1/4" 4" MAX MAX. 0 C MAX. O.0 MAX. O.C. A2 4 nn I v[7 C7 V N7 00 -._ y4" MAX. 4" 12 4" MAX. --I MAX12 0 CI 4'I q^ qI 'I 4^1 MAX.' 0 C 4 MAX.' 0 C 4" MAX. EXTERIOR ELEVATION: SIDE—BY—SIDE WINDOW SCALE: 3/4" = I' -D" SIDE JAMB FRAME SCREW AND CLIP MOUNT CONDITION) ANCHOR ALLOWABLE SIDE—BY—SIDE WINDOW SIZE/PRESSURE TABLE MAXIMUM MAXIMUM ALLOWABLE 4" MAX. FRAME PRESSURE FRAME HEIGHT PSF) WIDTH DIMENSION 1 FOR REQUIREMENTS. DIMENSION IN ) C2 IN.) REWS WHERE SHOWN AT HEAD do TRIPLE WINDOW 109 1 63 35 DOUBLE WINDOW 96 1 72 35 FRAME ANCHOR REQUIREMENTS 1 65 1/2 50 a oaro vt SHEET I FOR REQUIREMENTS (NOTEr7,,A Iz0z Vz mmillimmom Z Y N JOB REQUIRED DESIGN PRESSURE 35 A FRAME FILLER MUST BE z oo 4" MAX. t N m ACH FRAME SCREW, SEE SHEET 5 SINGLE WINDOW WITH TRANSOM m W €a DETAIL) w aS CONN N J a„ R= 6" 0 N In: $' TRANSOM TRANSOM UNITS ONLY)3 0 35 PSF X30 ice• ""''!,'2 Q 1/3'C w s: C k 7-0` a otz sa LL e* U67 0 REV v V_' mi INSTALLATION CUPS WHERE SHOWN AT SILL o SEE "FRAME ANCHOR REQUIREMENTS TABLE' ON I SHEET 1 FOR REQUIREMENTS. y4" MAX. 4" 12 4" MAX. --I MAX12 0 CI 4'I q^ qI 'I 4^1 MAX.' 0 C 4 MAX.' 0 C 4" MAX. EXTERIOR ELEVATION: SIDE—BY—SIDE WINDOW SCALE: 3/4" = I' -D" SIDE JAMB FRAME SCREW AND CLIP MOUNT CONDITION) ANCHOR ALLOWABLE SIDE—BY—SIDE WINDOW SIZE/PRESSURE TABLE MAXIMUM MAXIMUM ALLOWABLE OVERALL FRAME PRESSURE FRAME HEIGHT PSF) WIDTH DIMENSION 1 FOR REQUIREMENTS. DIMENSION IN ) C2 IN.) owrno5 a TRIPLE WINDOW 109 1 63 35 DOUBLE WINDOW 96 1 72 35 72 1 65 1/2 50 SPACING TABLE MAXIMUM MAXIMUM INDNIDUAL O.C. WINDOW SPACING WIDTH (IN.) IN ) 46" MAX FRAME WIDTH 4" MA I I j IIIA I IN 1 1 1 t 1 II 3" l xc FRAME SCREWS WHERE SHOWN w AT SIDES. SEE "FRAME ANCHOR w REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. ZC2 owrno5 a 0 C, z pa 6" / O 3 o3s 6"Wv a oaro vt Iz0z Vz mmillimmom Z Y x z oo 4" MAX. t N m EXTERIOR ELEVATION: SINGLE WINDOW WITH TRANSOM m W €a SCALE: 3/4" = I'-0" w aS FRAME SCREW MOUNT CONDITION) N J a„ R= ALLOWABLE DESIGN PRESSURE 0 N In: $' TRANSOM TRANSOM UNITS ONLY)3 0 35 PSF g 3 a ice• ""''!,'2 Q 1/3'C w s: C k 7-0` a otz sa LL e* U67 0 REV v V_' SHEEP NO 3 of 5 FIN FASTENER PER Z UO FRAME SCREW PER SUBSTRATE BY W z6^. SUBSTRATE BY S 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 3u REQUIREMENTS 03 1 REQUIREMENTS v<. ...... N P: o TABLE" 4 TABLE" TABLE" 1/ S4" MAX. U 1/4" MAX SHIM 1/4" MAX SHIM PACE ,. AT EACH ANCHOR O AT EACH ANCHOR SEALANT BY O 0 SEALANT BY SEALANT BY OTHERS OTHERS OTHERS 2 1 r SEAL SPACE WITH IXTERIOR SEAL SPACE WITH = EXTERIOR D x SEAL SPACE WITH "- LOW EXPANSION x LOW EXPANSION LOW EXPANSION „; FOAM AROUND 4 FOAM AROUND 4 FOAM AROUND EXTERIOR PERIMETER OF FRAME FILLER PERIMETER OF FRAME FILLER PERIMETER OF LL WINDOW FRAME WINDOW FRAME WINDOW FRAME SECTION SECTION A2 ALTERNATE SECTION A2 SCALE' 3/4 FULL Al r 4 SCALE. 3/4 FULL 4 SCALE: 1/2 FULL 4 NAIL FIN MOUNT) w FRAME SCREW MOUNT CONDITION) FRAME SCREW MOUNT CONDITION WITH FLANGE) EXTERIOR `` EXTERIOR r SEAL SPACE WITH SEAL SPACE WITH LOW EXPANSION LOW EXPANSION FOAM AROUND FOAM AROUND PERIMETER OF SHIM AS REQ'D TO PERIMETER OF WINDOW FRAME SUPPORT &ALIGN WINDOW FRAME WINDOW 3 INSTALLATION SEALANT BY O 0 O SEALANT BY 0 0 11 UP OTHERS OTHERS 1/4" MAX. ; MAX. SPACE1 4 SHIM AS REQ'D TO MAX. 3/16" SHIM "SPACE SUPPORT & ALIGN THICK X 3" WINDOW _ LONG SHIM i - _. 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 CUP). ELEVATION REQUIREMENTS TABLE" SECTION 02 SECTION ESCALE: 3/4 FULL 4 SCALE. 3/4 FULL 4 (INSTALLATION CLIP MOUNT CONDITION) NAIL FIN MOUNT) Z UO J z W z6^. S i., g e w Wa X Ix U) r A==y 4 o z 3u 03 o v<. ...... N P: o N 4 3- VVj :• C U w 4' MAX. 1/4" MAX SHIM I FRAME HEIGHT1/4- FRAME WIDTH — AT EACH ANCHOR SPACE J SEAL SPACE WITH SUBSTRATE BY SUBSTRATE BY LOW EXPANSION ERS PER SEAL SPACE WITH OTHERS PER FOAM AROUND OTMRAME ANCHOR LOW EXPANSION 'FRAME ANCHOR 0 PERIMETER OF REQUIREMENTS FOAM AROUND REQUIREMENTS WINDOW FRAME TABLE' 0 PERIMETER OF TABLE" WINDOW FRAME_ 4 FIN FASTENER oO o -- FRAME FILLER -- PER ELEVATION FRAME SCREW 0 PER ELEVATION SEALANT Ell----- OTHERS Y OTHERS BEHIND NAIL - FIN - SEALANT BY - OTHERS EXTERIOR SEALANT BY OTHERS E)CTERIOR SECTION c1 SECTION c2 SCALE: 3/4 FULL 5 SCALE: 3/4 FULL 5 NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) s 1/4" MAX SHIM 0.604 - AT EACH ANCHOR CONTINUOUS WOOD MEMBER LESS 1 1.020 SEAL SPACE WITH 2 SUBSTRATE BY IN THICKNESS THAN A 2X- BUCK LOW EXPANSION OTHERS PER rOAM AROUND 15 FRAME ANCHOR ,• • TO BE MIN. 3 1/2" DEEP (NOT SUBSTRATE BY OTHERS 0 PERIMETER OF REQUIREMENTS T WINDOW FRAME TABLE" REQUIRED WHEN SHIM SPACE IS / PER "FRAME ANCHOR 4 WITHIN ALLOWABLE DIMENSIONS / REQUIREMENTS TABLE" SHOWN IN SECTIONS) 0.604 -{ T— 2.485 0.860 1 1 SEALANT 0059T 0.059 J SEALANT BY E 0.500 O O FRAME FLANGE O FRAME FLANGEOTHERS SEALANT BY _ FRAME FILLER MUST BE USED AT EACHRIGIDPVC) RIGID PVC) EXTERIOR FRAME SCREW) T J T02931 INSTALLATION CLIP RIGID PVC) FRAME SCREW PER 4 ELEVATION h 'FRAME FRAME FILLER ANCHOR REQUIREMENTS TABLE" 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) s 1/4" MAX SHIM I I q FRAME HEIGHT -- AT EACH ANCHOR 1 1.020 SEAL SPACE WITH 2 SUBSTRATE BY LOW EXPANSION OTHERS PER rOAM AROUND 15 FRAME ANCHOR ,• • 0 PERIMETER OF REQUIREMENTS WINDOW FRAME TABLE" EROFRAMEFILLER 4 RIGID PVC) 0- - FRAME -FILLER, o FRAME SCREW PER ELEVATION NOTE THAT WHEN 1 SEALANT JOB REQUIRED OTHERS BEE HIND 0.500 FRAME FLANGE ' DESIGN PRESSURE SEALANT BY _ FRAME FILLER MUST BE USED AT EACH OTHERS EXTERIOR ALTERNATE SECTION c2 SCALE 1/2 FULL 5 FRAME SCREW MOUNT CONDITION WITH FLANGE) ov 5 1 1.020 0.500 7 0.225 -J LENGTH = 3 000" 3.000 EROFRAMEFILLER RIGID PVC) NOTE THAT WHEN 1 JOB REQUIRED 0.500 DESIGN PRESSURE IS OVER +/-35 A 1.325 FRAME FILLER MUST BE USED AT EACHr0.060 FRAME SCREW) T J T02931 INSTALLATION CLIP RIGID PVC) ov 5 THIS INSTRUMENT PREPARED BYE 1) Name: Pnlla Windows and Doors Address: 350 SR 434 W. Longwood, FL 32750 NOTICE OF COMMENCEMENTNOTICE POrmit Number: \ Parcel ID Number: a—\'3' MARYANNE MORSEr SEMINOLE COUNTY CLERK OF C:IRC:U11' COURT & COMF1'KOLLE R BK "45 F'5 t712 (117'ys) CLERK'S T 201024480 RECORDED 03/0181/21114 t2:48„',:.3 F'M RU:ORDING F'EE'S $10.00 RECORDED BY hdev-we The undersigned hereby gives notice Ilial Improvement will be made to certain real properly, and In accordance with Chapter 713, Florida Statutes, the follov./incl infonuahon Is provided in this Notice of Cornmencement 1. DESCRIPTION OF PROPERTY: (Legal descitphon of the property and street address if available) 1a3 Ce-\-(`(V-Q:\j R Coy '% 85-- 9(v 2 GNERAL DESCRIPTION OF IMPROVEMENT: Y'kk\J- -bO 'eJ 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address LCAiCS"" }er.Ct`S may `(_ c)rtoln `CJ Lt'`Y sg ' 611 Interest In properly pW A t Fee Sirnplo Title Holder (If other than caner listed above) Name Address CONTRACTOR: Name' Pella Windows and Doors Address 350 SR 434 W. Lon FL 32750 SURETY (If applicable, a copy of the payment bond is attached): Phone Number. Address LENDER: Name. Phone Number _ Address Amount of Bond' W 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as prov 713.13(1)(a)7., Florida Statutes. I Name _ Address 8. In addition, Owner designates Phone Number of to receive a copy of the Lienor's Notice as provided In Section 713 13(1)(b), Florida Statutes. Phone number' 9. Expiration Date of Notice of Commencement (The expiration Is 1 year from dale of recording unless a different date is specified) x M 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 I, SECTION 713 13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING ]WICE 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 TOOBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Under p na ties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief r Sumarure of 0•:ntdi a Lassee, or O+wer's or Lessee's t ni d Ivaine and Piomda Signatory's TiticlCfficel A,,[nonzed 61 icer)Crrecto, /Par lneMilanageri State of : \') C'&0.— County of U P—V%"t ri 01 R The foregoing instrument was acknowledged before me this ` by Lc,,,JcJc. S _ I:an',e of person making 8taldTem who has produced identification - I type of identification produced: y M7 ^i CHRISTINE O'MAU.EY r .= MY COMMISSION k FF 087307 r. 7a EXPIRES: January 29, 2018 g pF of Bonded Thru Notary Public Underwrders day of f \o , 20A - Who Is personally known to me L) OR nUan Si;an w M Q 6..