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Home My WebLink About2416 Palmetto Ave4' a Dec 1 1 2017 B CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION / Application No: ! / -3 7 5 Documented Construction Value: $ 13(111- - Job Address: 01`'ll b 5 W \'- Historic District: Yes No Parcel ID: - lq-30-J-i 1 _yQ- o Residential G-Commercial Type of Work: New Addition Alteration- Repair Demo Change of Use Move Description of Work: _ k O0 v 1"Lz 'J'i 's (-4 1— Plan Review Contact Person: ( ^t Title: Phone: - 7a`- Q?-YY06 Fax: Email: Property Owner Information Name '` e c.c\c. ' ,n lC.e Phone: 3d Street: s ri Resident of property? City, State Zip: s'C- _a _7 -2 1 Contractor Information Name Pella Windows & Doors Phone: 74?- 637 -klt6y 350 W State Road 434 Street: Fax: City, State Zip: State License No.: (:4 Ce 7 I Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: 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. 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 I q 3, 1 ,2,,) Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction 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 G-, ice— I d j1 '') (7SignatureofContractor/Agent Date Pd / C Lt t-ir Z Print Contractor/Ascnt's Naflic of COMMISSION qM F 087307 My danuaN 29 2018EXPIRES: Put* n'*naers gunded Thru Notate a)(-)c 7 Contractor/Agent is (-- Personally Known to Me or Produced ID Type o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: exr 1- 4, Revised: June 30, 2015 Permit Application REQUIRED 1[i`WECT)< N SEQUENCE BP##- ,-, _ .2"c=, Min Maxi fus @@t ion Descri tion. Footer / Setback Stemwall Foundation / Form Board. Survey Slab / Mono Slab Prepour Lintel / Tie Beam / FilI / 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 i o t poO Final Door Final Window Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building. Other Address 7_" tr_ '-->a...&c MIln Max. iIl @lC>tll®iIl )(D@ @i'llll®n Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Mays 1<nMLefton ID@ser! !ion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Min Max lfns@@tion IlD@sci-i l ion Mechanical Rough Mechanical. Final. Min MBA{. IIis @@lt®iIl')ID@5@II'll.11ll®n Gas Underground Gas Rough Gas Final R EWS EllD: June 2014 350 State Road 434 W Longwood, Florida 32750WINDOWS8 DOORS 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 Tim O'Malley Christine O'Malley Erick DeDios Aaron Hallich David Weed Regards, es Samuel Rowland ualifier CBC046712 Pella Windows & Doors STATE OF FLORIDA COUNTY OF LAKE S. C c\, c,,r IBIS a1-e ati kv s eC,\ r e r The foregoing instrument was acknowledged before me this day of 201_7 by JAMES SAMUEL ROWLAND, who is personally known to me. Notary Public (Seal) TIMOTHY F. G'MALLEY MY COMM ISSION # GG 117135 EXPIRES: August 7, 2021 Bonded Thru Notary Public Underwriters Print Name My commission expires: VIEWED To BE THE BEST." Contract - Detailed Pella Window and Door Showroom of Longwood 350 West State Road 434 Longwood, FL 32750 Phone: (407) 831-0600 Fax: (407) 937-3282 Sales Rep Name: Sales Rep Phone: Sales Rep Fax: Sales Rep E-Mail: Customer information ProjectlDelivery Address Order Information Frederick Barnoske Barnoske,Frederick,2416 S Palmetto Ave,Sanford,FL, Quote Name: Barnoske,Frededck,2416 S Palmetto 2416 S Palmetto Ave 2416 S Palmetto Ave Ave,Sanford,FL, Order Number: 7217BPMJO SANFORD, FL 32771-4400 Lotft Quote Number: 9575954 Primary Phone: (321) 2621025 Sanford, FL 32771-4400 Order Type: Installed Sales Mobile Phone: County: Seminole Wall Depth: Fax Number. Owner Name: Payment Terms: 3%Kash In Advance E-Mail: Frederick Barnoske Tax Code: CAP IMP 2 Contact Name: Owner Phone: (321) 2621025 Cust Delivery Date: 01/0312018 Quoted Date: 11/1/2017 Great Plains #: 10D4493729 Contracted Date: 11/1/2017 Customer Number: 1008518863 Booked Date: 11/20/2017 Customer Account: 1004493729 Customer PO #: Line Location.... ;': Attributes U !\OneHssignea ADDPRRMCOR020001 - Delivery & Disposal city 1 For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.pelia.com Printed on 11/21/2017 Contract - Detailed Page I of 14 Customer. Frederick Bamoske Project Name: Bamoske,Frederick,2416 S Palmetto Order Number 72179PMJO Quote Number. 9575954 Ave,Sanford, FL, N,Project Checklist has been reviewed CI at r Name (Please print) Customer Signature l/ 2 U/ Date Credit Card Approval Signature Pella Sales Rep Name (Please p4int) Pella Sales Rep Signature Date Order Totals Taxable SubtMat 12,523.55 Sales 'fax @ 0% 0.0 Non-taxable Subtotal 839.45 Total 13,363.00 Deposit Received 13,363.00 Amount Due 0.00 For more information regarding the finishing, maintenance, service and warranty of all Pella(R) products, visit the Pella® website at www pella.com n.:..r..,F __ 4 4 14 P7R47 0—F—M nMr 71A 0— A of in THIS INSTRUMENT PREPARED BY, NamO: Pella Widows and Doors Address: 350 SR 434 W. Longwood,FL 32750 NOTICE OF COMMENCEMENT Pam* Nara bor: P*M&ItGNumber j, The undersigned hereby'gives nowe that improvement vAir be made to certain real property. and to accordance wtth Chmvi 713, Florida Swuw. the folt wbV informflon is provided In this Notice of Commencemem. 1. DE$CRIPTI'N Of PROP r: (l egal`tieSaipUon of the'gpp'gny a,street addles if avaWle) 2 GENERAL DESCRIPTION OF IMPROVEMEMT: 3. OWNER INFORMATION OR EE INFORMATION IF THE LESSEE ODMIRACTED FOR THE-IMPROVEN r Name and ad-:k0W- Interest In property. Few Stmplo Title Holder #f other than owner lleeed above) C. CONTRACTM Name: Pella Whldows and Doors Phone NtanbeC 407-831-0600 5. SURETY Of applicable, a eopyoftha payment bond is aWthod): Amount of Bond: 6. LENOM Name Phone Number. Address: 7. Persons wffhin the State-offlorma Designated by Owner upon whom notice or odfor documents may be served as Provided by S600d 79313( t)(e)7., Florida Statutes,. i Phone Number 8 to addNIM Owner designates r or to receive a copy ofthe LieWs N0** as provided in SeClon 713.13()(b), Florida Statutes. Phone nurmler. 9 Expiration Date of Nofce of Comxneneemerrt (The e>gfieation a 1 year from date of recomlft unless a difleneat date is specified) wARIYlA/ G To owAleR: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDEWO IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE CAM.f.ENC.`tNG WORKOR RECORDING YOUR NOTICE OF COMMENCEMENT. Under ponal(i& of (fen tiry,NdaWre that i have read the toragoing and thattfre facts stated In It are truo to OW bolt of my knowledge and belief. dgnumc00 orrflazoe. or xTmafs or waer 011ft-wnn oneV 140s 's Aroma orr\anNanaQn rcvQorr State of `Sr ' \ Couirry of The foregoing irt11aLtxmantwas aclarowlodged before me this , `s _ day of Who Is personallyfuawmtome0 OR Noni aAeren AwavSwAn nt who I1a5 produood identification of idettdfl Wdon prodrroed: 8 C'`fbi my1 Nae7 Dmuse cowEXPIRES: January 29 2018 bonded Th. buoy pubk Ilxbe wrim GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK' S # 2017128592 BK 9044 Pg 0938: (1pg) E-RECORDED 12/20/2017 01:44:12 PM 10. 00 CITY OF Building & Fire Prevention Division DOORS / WINDOWS PERMIT GUIDELINES All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: All permit applications must be complete prior to acceptance. A complete application shall include the following: I Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). E A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. r, Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Owner Builder Statement / Affidavit (if the owner is the applicant). Must be signed in person at the Building Department) Two (2) copies of an exterior wall floor plan indicating size, type and location of windows/doors. Completed and signed Statewide Product Approval Specification Form. I/ Two (2) copies of the manufacturer's installation instructions. These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and may not be complete. The applicant is required to meet all City of Sanford, state, andfederal code requirements. Effective: August 1, 2017 RECORD COPY Product App , c pecification Form SANfiRD Permit ## 1 7- 3 7 5 3A Project Location Address 94ILt Q L,\ V ta:c wls S 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 el \ Sliding Sectional ILDIN DIVISION Roll Up REVIEWED FOR CODE COMPILIANCE A PER AIT ISSUED SHALL BE CONSTRUED T Automatic H THE WORK AND NOT AS Other ASIDE NY OF THE PROVISIONS OF THE TECHNIC 2. Windows NCE OF A PERMIT PREVENT Single Hung REQUI IING A CORRECTION OF ERRORS Horizontal Slider VIOLATIONS OF THIS COD Casement Double Hun cc,\n ' y3N I,a Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action 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 B. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Sketob 6y Apex Sketch Customer: Frederick Barnoske Project Name: Barnoske,Frederick, 2416 S Palmetto Order Number: 7217BPMJO Quote Number: 9575954 Ave,Sanford,FL, Line AttributesLocation*.,.: 25 Living Frnt Window Architect, Double Hung, Direct Set, Double Hung,113 X 105.75, Black Qty Fr3rve Ralus - 23.5 I 1 1 Equal . M1 1: Non -Standard 51zeNon•Standard Size Rouble Hung, tit Frame Size: 33 X 82 114 Li PK # General Information: Standard, Luxury, Clad, Pine, 5", 3 11/16" I Exterior Color I Finish: Painted, Standard Enduraclad, Black 1995 Interior Color / Finish: Prefinished While Interior Sash / Panel: Ogee, Ogee, Standard, No Sash Lugs Viewed From Exterior Glass: Insulated Dual Tempered Low-E SunDefense'" Low-E Insulating Glass Argon Non High Altitude Hardware Options: Cam -Action Lock, While, No Limited Opening Hardware, Order Sash Lift Screen: Full Screen, Standard EnduraClad, Black, Standard, InView7m Performance Information: U-Factor 0.28, SHGC 0.19, VLT 0.43, CPD PEL-N-179-01190-00001, Performance Class CW, PG 40, Calculated Positive DP Rating 40, Calculated Negative DP Rating 40, FPAS FL14341_Year Rated 08111. Egress Meets Typical 5.7 sgft (E) (United Stales Only) Grille: GBG, No Custom Grille, 314" Contour, Traditional (3W3H / 3W3H), White, White Vertical Mull 1: FactoryMuli, Reinforcing Plate, Frame To Frame Width- 0", Mull Design Pressure- 20 2: 47106.76 Fixed Frame Circle Head Springline Frame Size: 47 X 105 314 X 82 1/4 General Information: Standard, Clad, Pine, 5", 3 11116" I Exterior Color/ Finish: Standard Enduraclad, Black Interior Color Finish: Prefinished White Interior Ji Glass: Insulated Dual Tempered Low-E SunDefense Low-E Insulating Glass Argon Non High Altitude f Performance information: U-Factor 0.29, SHGC 0.22, VLT 0.50, CPD PEL-N-18-02917-00001, Performance Class CW, PG 60, Calculated Positive DP Rating 60, Calculated Negative DP Rating 60, FPAS FL10354, Year Rated 08111 Grille: GBG, No Custom Grille, 3/4" Contour, Sunburst (4W6 , White, White Vertical Mull 2: FactoryMuil, Reinforcing Plate, Frame To Frame Width- 0", Mull Design Pressure- 20 3: Non -Standard SlzeNon-Standard Size Double Hung, Equal Frame Size: 33 X 82 1/4 General Information: Standard, Luxury, Clad, Pine, 5", 3 11M6" Exterior Color / Finish: Painted, Standard Enduraclad, Black Interior Color i Finish: Prefinished White Interior Sash I Panel: Ogee, Ogee, Standard, No Sash Lugs Glass: insulated Dual Tempered Low-E SunDefense'" Low-E Insulating Glass Argon Non High Altitude Hardware Options: Cam -Action Lock, White, No Limited Opening Hardware, Order Sash Lift Screen: Full Screen, Standard EnduraClad, Black, Standard, InView"" Performance Information: U-Factor 0.28, SHGC 0.19, VLT 0.43, CPD PEL-N-179.01190-00001, Performance Class CW, PG 40, Calculated Positive DP Rating 40, Calculated Negative DP Rating 40, FPAS FL14341, Year Rated 08111, Egress Meets Typical 6.7 sgft (E) (United States Only) Grille: GBG, No Custom Grille, 3/4" Contour, Traditions (`( MH / 3W3H), White, White Wrapping Information: No Exterior Trim, 3 11M6", 5`, Factory Applied, Pella Recommended Clearance, Perimeter Length = 418". Rough Opening: 113 - 314" X 106 -11 Customer Notes: Interior of window to be white Exterior of window to be Black interior and Exterior of Grills between the glass to be white QUOMATMCOM020651 - Exterior Trim Window Full Frame install (LF) City 37 INSTARMCOR010200 - Wood Window Full Frame Install (LF) Qly 37 INSTARMCOR900023 - Lead Safe Install City 1 For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.pelia.com Printed on 1//2112017 Contract - Detailed Page 3 of 14 Customer: Frederick Barnoske Project Name: Barrioske,Frederick,2416 S Palmetto Order Number: 7217BPMJO Quote Number: 9575954 Ave,Sanford, FL, QUOMATMCOM010561 - Interior Trim Window Full Frame Install (LF) Qty 37 QUOMATMCOM010553 -Casing Window Full Frame Install (LF) Qty 37 Line Loc: ation rl.ues 30 Entry Door Pella Brand, Entry Door Inswing, 37.5 X 85, Black, 513/16" Qty 637.5 1: 3684 Entry Door Frame Size: 37 1/2 X 85sying. r PK # Unit Type: Right Ir Standard Sit[, No Fire Rating, No Fire Rating Dimension Options: Cut Down, 314" 1995 General Information: 7 1/8", 1 5116", 5 13116" Panel Style: 1/2 Light Vievred From Exterior Glass: Tempered Obscure Rain Air Filled Panel Selection: Oak, Stained, Dark Mahogany, Painted, While 1 j Frame Selection: Clad, Pine, Oak Threshold, No Panel Reinforcement, Standard Enduraclad, Black, Wood, White Hardware Options: Latch Borexvith DeadLtt 2 318", 2 118", No Integrated Sensor, Elkhorn, Elkhorn, Distressed Bronze, Single Cylinder, Standard Steel, Oil Rubbed Bronze, Bronze Finish Sill Unit Accessories: No Bang Panel Performance Information: U-Factor 0.22, SHGC 0.17, VLT 0.18, CPD PEL-M-174-01806.00001, Calculated Positive DP Rating 30, Calculated Negative DP Rating 30, FPAS FL14896, Year Rated 08 Wrapping Information: Nail Fin, Factory Applied, No Exterior Trim, No Interior Trim, 5 13/16", 7 1/8", Factory Applied, Pella Recommended Clearance, Perimeter Length = 245". Obscure Glass Style: Rain Rough Opening: 38 -1l4' X 85 -1/2' Customer Notes: Interior trim to be reused QUOMATMOOM010552 - Interior Trim Door Install (LF) City 21 INSTARMCOR900023 - Lead Safe Install Qty 1 INSTARMCOR900140 - Stucco Cut -Out LF Qty 21 QUOMATMCOM010554 - Casing Door Install (LF) Qty 21 QUOMATMCOM020662 - Exterior Trim Door Install (LF) Qty 21 INSTARMCOR010300 - Single ED Install (LF) Qty 21 For more Printed on 11/21/2017 regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.pella.com Contract - Detailed Page 4 of 14 i4, BCIS Home Log In " User Registration # Hot Topics( Submit Surcharge I Stats & Factsi Publications FBC Staff BCIS Site Map [ Links Search bw Product Approval USER: Public User1V Product Aooroval Menu > Product or Aopllration Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL14341-R3 Affirmation 2014 Approved Pella Corporation 102 Main St. Pella, IA 50219 641)621-6096 pellaproductapproval@pella.com Joe Hayden Sandi Robinson pellaproductapproval@pella.com Joseph Hayden 102 Main Street Pella, IA 50219 641)621-6096 jahayden@pella.com Pat Bortscheller 102 Main Street Pella, IA 50219 641)621-1000 PJBortscheller@pella.com Windows Double Hung Certification Mark or Listing Window and Door Manufacturers Association Terrence E. Lunn, PE Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440-08 Year 2008 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my products) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No :,' N/A Product Approval Method Method 1 Option A Date Submitted 01/29/2015 Date Validated 01/29/2015 Date Pending FBC Approval Date Approved 02/02/2015 Date Revised 12/04/2017 Summary of Products FL # 1 Model, Number or Name Description 14341.1 1 Architect Series Model 5 SE/LX Clad Size: 1219x2438mm (48x96in) f Double Hung (non impact) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: 14341.2 / Architect Series Model 5 SE/LX Clad Double Hung (non impact) xlnit!5,of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other- 14341.3 t Architect Series Model 5 SE/LX Clad i Double Hung (non impact) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 14341.4 ( Architect Series Model 5 SE/LX Clad Double Hung (non impact) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other: Certification Agency Certificate FL14341 R3 C CAC CCL ASCDH M5 55.25 x 96.Ddf Quality Assurance Contract Expiration Date 08/18/2022 Installation Instructions FL14341 R3 II 1734,odf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL14341 R3 AE 1734.bdf Created by Independent Third Party: Yes Size: 1219x2134mm (48x84in) Certification Agency Certificate Quality Assurance Contract Expiration Date 08/18/2022 Installation Instructions FL14341 R3 II 1734.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL14341 R3 AE 1734.odf Created by Independent Third Party: Yes Size: 940x1956mm (37x77in) Certification Agency Certificate FL14341 R3 C CAC CCL ASCDH M5 37 x 77 ndf Quality Assurance Contract Expiration Date 08/18/2022 Installation Instructions FL.14341 R3 II 1734.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL14341 R3 AE 1734.odf Created by Independent Third Party: Yes Size: 1219x1956mm (4807in) Certification Agency Certificate FL14341 R3 C CACASCDH M5 48 x 77 pdf Quality Assurance Contract Expiration Date 08/18/2022 Installation Instructions FL14341 R3 II 1734.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL14341 R3 AE 1734.odf Created by Independent Third Party: Yes 14341.5 Architect Series Model 5 SE/LX Clad Size: 1219xl499mm (48x59in) Double Hung (non impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14341 R3 C CAC CCL ASCDH M5 48 x 59.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/18/2022 Installation Instructions GENERAL NOTES: T. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL SE BEYOND WALL FINISH OR STUCCO. 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. THESE NON -IMPACT RATED WINDOW SYSTEM INSTALLATIONS ARE IN ACCORDANCE WITH AND MEN THE REQUIREMENTS OF THE FLORIDA BUILDING, CODE (FBC). 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 N THE WOOD. 5. MATERIALS, INCLUDING BUT HOT UMITFO TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FlARIDA BUILDING CODE CHAPTER 20. 8. TO THE BEST OF OUR KNOWLFD3C, THE WINDOWS SHOWN HEREIN ARE CERTIFlEO & QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/OA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE 61G20-3 FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. WINDOW ASSEMN." IS NOT PART OF THIS DRAWING AND SHALL DE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 7. CERTIFICATION OF THESE WINDOW INSTALLATIONS SEIALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: I) THEY ARE INSTALLED WITHOUT A WILDING PERMIT FROM THE APPLICABLE 1-OCAL BUILDING DEPARTMENT. 2) IF THEY ARE INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH WINDOW INSTALLATIONS. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION ENTITY'S CERWICAIE THAT CAUSE TJESF. INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED. 8. THE LEAST Cc' SIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLEO WINDOW. 9. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. 'WAE.R PROOFING OF THE INSTALLED WINDOWS IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBIL"TY SHALL RE `;FIAT OF THE MANUFACTURER &/OR INSTALLER. reT~R A MHO SUBSTRATE EVALUATION NOTE' ALL ALTERN.AIE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. INSTANLATI IN EVALUATION 'S BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMATION & RESULTS FROMIIIAPPLICABLETESTREPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME OF TIE EVALUATION. IN THE EVENT OF CODE VERSYON CHANCES/UPDATES OR IN THE FVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM WITH THE 'NSTALA'DON EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS j SPECIFIED HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPLICABLE STANDARDS. FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME/CL'P/NAIL FIN TO MINIMUM MINIMUM SUBSIRAIE) 0?CNING FASTENER TYPE EMBED EDGE DIST. FRAME SCREWS — MIN. 2X4 WOOD FRAME OR BUCK _ MIN. GR. 3 & G=0.55) N0. 10 SINS OR WOOD SCREW 1/4" 3/4" MIN, 18 GA. 33 KSI METAL STUD NO, 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN, 1/8" THK A36 STEEL NO, 10 GR. 5 SELF TAP/_DRILL SCREW FULL 1/2" MIN. 1/8" THK 6063-T'5 ALUM. NO, 10 OR, 5 SELF TAP DRILL SCREW FULL /T MIN. C-90 CMU OR 2500 PSI CONCRETE (') 1/4" CONCRETE SCREW 1 1/4" 2" INSTALLATION_ CLIP SCREWS MIN. 2X6 WOOD FRAME OR BUCK MIN. GR. 3& G=0.55) N0. 8 X 1 1/2" SINS 1 3/8" 3/4"- t M'N. 18 GA. 33 KSI METAL_ STUD —N0. 8 GR. 5 SELF TAP/DRILL SCREW- FULL 1/2" IM 1/8 THK A36 STEEL _ NO 8 GR. 5 SELF TAP/DRILL SCREW PULL 1/2" MiN_._ 1/8" THK 6063-T5 ALUM. NO. 8 GR. 5 SELF_ TAP/DRILL SCREW FULL I 1/2' 2) NAILING FIN FASTENERS MIN. 20 WOOD FRAME OR BUCK I NO. 8 SMS SCREW I1 3/8" 1/2" MIN. OR. 3 & G=0.55) MIN. 20 WOOD FRAME OR BUCK 11 GA. ROOFING NAIL 1 7/8" 1/2" MIN. GR. 3 & G=0.55) MIN. 1/8" THK A36 STEEL INO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK 6063--"T5 ALUM. INO. 8 GR. 5 SELF TAP/DR'LL. SCREW FULL 1/2" 1) CONCRETE SCREWS SHALE_ BE ELCO ULTRACONS, ELCO CRETE-FLEX.ITW RAMSET/RED HEAD TAPCONS OR HII_TI KWIK-CON II (HARDENED STEEL OR S.S.). 2) WHEN SCREWS ARE USED VIAHTHE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. FOR MAX. FRAME. WIDTH. 6" I- SEE -ALLOWABLE DESIGN PRESSURE" TABLE ON THIS SHEET 6„ MAX. Al vK7 MAX. 6 MA li " OPPOSITE i 61 m C 2 v 2 v O V1 Q IT N 10 Q U h U Of wxl"x U rL D = THIS . ANCHOR Is 0 ONLY REQUIRED 0 WHEN FRAME WIDTH EXCEEDS 37" (TYP. HEAD & SILL) 1r 6" MA 1 FRAME SCREWS OR EXTERIOR ELEVATION. INSTALLATION CLIPS WHERE SINGLE WINDOW SHOWN. SEE "FRAME SCALE: 3/4" = V-O" ANCHOR REOUIREMENTS SCREW OR CLIP MOUNT CONDITION) TABLE" ON THIS SHEET FOR REQUIREMENTS EDGE DISTANCE MAY BE DECREASED TO 1/2" IF SCREWS ARE ANGLED 15 TO 20 DEGREES AWAY FROM THE EDGE. ALLOWABLE DESIGN PRESSURE MAX,. MAX. ;ALLOWABLE' FRAME FRAME PRESSURE WIDTH HF..'GHT PSF) IN.) IN.) F 37 77 50 41 I 71 50 45 65 50 48 i 59 50 48 77 45 48 84 40 48 -- 96 30 --- FOR MAX. FRAME WIDTH, SEE " ALLOWABLE DESIGN PRESSURE" TABLE ON THIS SHEET 2 1 A2 NAIL FIN 2 OPPOSITE B2 2 I I. I i iFIN FASTENER WITHIN 3" OF CORNERS & 5"- 7" MAX. O.C. SEE " FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR / REQUIREMENTS. j`) 4 EXTERIOR ELEVATION: SINGLE WINDOW SCALE: 3/4" = 1'-O" NAIL FIN MOUNT CONDITION) I I T' P S 1/ OR INSTALLATION OF ANY OTHER PRODUCT NOR NAY Y BE USED FOR RADONAL AND/OR LOCAL APPRWAI ANY PRODUCT' NOT PRODUCED BY THE MANUFACTURER B. T NO. OF I FRAME SCREW PER ELEVATION SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" 3/8" MAX. SHIM AT T EACH ANCHOR SEALANT BY OTHERS / EXTERIOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND Y • PERIMETER OF WINDOW FRAME-7 SEALANT OTHERS — — —, 31T MAX. SHIM AT EACH ANCHOR SUBSTRATE BY OTHERS FRAME SCREW PER "FRAME ANCHOR PER ELEVATION REQUIREMENT'S TABLE" SECTION SCALE: 1/2 FULL F RAME SCREW MOUNT SHOWN. SEE ON SHEET 3 FOR DIRECTIDETAILSMOUNT & CLIP MOUNT DETAILS. SEALANT BY OTHERS--\ BEHIND NAIL FIN i rN SEALANT BY-- OTHERS EXTERIOR 3/8" MAX. SHIM FIN FASTENER AT EACH ANCHOR PER ELEVATION SUBSTRATE BY SUBSTRATE BY OTHERS OTHERS PER PER "FRAME ANCHOR "FRAME ANCHOR 6 REQUIREMENTS TABLE" REQUIREMENTS TABLE" 3/8" MAX. SPACE fl . SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME-7 SEALANT BY 1_ OTHERS- 2 3/8" MAX. SPACE -- NAIL nN"— SHIM AS REO'D TO SUPPORT & ALIGN WINDOW SEALANT BY OTHERS- FIN FASTENER SUBSTRATE BY BEHIND NAIL FIN PER ELEVATION OTHERS PER FRAME. ANCHOR SECTION REQUIREMENTS A2 TABLE" SCALE: 1/2 FULL 2 NAIL RN MOUNT) FRAME WIDTH SEAL SPACE WITH LOW EXPANSION FOAM AROUND 4 PERIMETER OF WINDOW FRAME FRAME. SCREW PER ELEVATION MAY BE AT - EITHER TRACK _ - LOCATION AS REQ'D TO MEET SUBSTRATE. EXTERIOR ggEDGEDISTANCEVSEAIANIBY REQUIREMENT) OTHERS 0 z SECTION B1 m W° o SCALE: 3/4 FULL. 2 m o 0 a SCREW MOUNT SHOWN. SEE za_ NFFRMEAILSONSHEET3FORDIRECTUNTCLIPMOUNTDETAILS. 3/8 X. FRAME WIDTH j o a a m ACE SUBSTRATE BY l_SEAL. SPACE_ OTHERS PER / WITH LOW FRAME ANCHOR ' ZI z EXPANSION REQUIREMENTS FOAM AROUND w TABLE" 11 PERIMETER OF 0 3. WINDOW FRAME 0 o FIN FASTENER-- ,! PER ELEVATIONcn zc Q y I Z JSEALANTBY OTHERS BEHIND C w,La 3 a I NAIL FIN - m 0 0 WfjU EXTERIOR < Z F, 3u I -SEALANT BY $.3, OTHERS NNL - .SECTION B 2 ; ,. oy:t;t# SCALE: 3/4 FULL 2 r{ w NAL FIN MOUNT") r 31"yo s`-+ INSTALLATION CLIP SCREW PER "FRAME CONTINUOUS WOOD MEMBER LESS IN THICKNESS SUBSTRATE BY OTHERS ANCHOR REQUIREMENTS TABLE" (2 PER THAN A 2X.... BUCK TO BE MIN. 3 1 2" DEEP PER FRAME ANCHOR CLIP ANGLED 15 TO 20 DEGREES IF / SUBSTRATE B1 OTHERS REQUIREMENTS TABLE' NECESSARY TO MEET EDGE DISTANCE (NOT REQUIRED WHEN SH M SPANS IS WITHIN PER "FRAME ANCHOR REQUIREMENTS) ALLOWABLE DIMENSIONS SHOWN IN SECTIONS).REQUIREMENTS TABLE' 3/8° MAX. SEALANT BY SHIM AT CLIP OTHERS SEALANT BY `- --- r INSTALLATION N0. 8 X 5/8" CLIP SCREW (2 PER SEAL SPACE WITH CLIP) LOW EXPANSION FOAM AROUND PERIMETER EXTERIOR I OF WINDOW FRAME INSTALLATION CLIP DETAIL HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) EXTERIOR _ j j I j IjL—y1jI1+Lr- FRAME SCREW PER ELEVATION FRAME ANCHOR REQUIREMENTS TABLE" OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 6.187 ID 8.187 --- 1.903 -- 1.472 - 0 0 0 0 0 i a.024 NAIL FIN o 00 o o Q 1.875 l/ ? . 539 ( 3003 H-14 ALUMWUM) 0 0 0 0— o I U DRIP CAP NAIL FIN 3003 H-14 ALUMINUM) BENT PORTION OF CLIP MAY BE SNIPPED OFF J0,052 IF REQ'D FOR PLACEMENT TO WINDOW FRAME. FRAME INSTALLATION CUP 50 KSI S7E'EQ w3 zm w VIZz w W_ 3 ZvuJ xn Zq a - wq m U WZ u3n4WZ Q NZ ^3 io 79;' g 3 U .fir zl N ' J fl PI I'a oz c s i F W 3 OF eCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map links Search on l rProduct Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL10354-R6 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 641)621-6096 pellaproductapproval@pella.com Authorized Signature Patrick Lyle lylepm@pella.com Technical Representative Joseph Hayden Address/Phone/Email 102 Main Street Pella, IA 50219 641)621-6096 jahayden@pella.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella, IA 50219 641) 621-1000 PJBor-tscheller@pella.com Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By James L. Buckner, P.E. @ CBUCK, Inc. 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 Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 09/02/2016 09/02/2016 09/08/2016 12/04/2017 FL # Model, Number or Name Description 10354.1 Direct Set Fixed Window 60"x60" non -impact Aluminum Clad Wood Fixed Frame Window with advanced performance installation Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10354 R6 C CAC FL10354.1 CCL.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2021 Design Pressure: +90/-90 Installation Instructions Other: Configurations of glass shall conform to current ASTM FL10354 R6 1I Drawing 11.43 D.pdf E1300 standard. When required by code, safety glazing shall Verified By: Warren W. Schaefer, P.E. 44135 be used. Installation of this window shall be per attached Created by Independent Third Party: Yes Advanced Performance installation drawing 1143. Evaluation Reports FL10354 R6 AE Drawing 1143 D.odf Created by Independent Third Party: Yes 10354.2 J Direct Set Fixed Window 72"x120" non -impact Aluminum Clad Wood Fixed Frame i Window with advanced performance installation Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10354 R6 C CAC FL10354.2 CCL.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/22/2021 Design Pressure: +60/-60 Installation Instructions Other: Configurations of glass shall conform to current ASTM FL10354 R6 II Drawing 1143 D.pdf E1300 standard. When required by code, safety glazing shall Verified By: Warren W. Schaefer, P.E. 44135 be used. Installation of this window shall be per attached Created by Independent Third Party: Yes Advanced Performance installation drawing 1143. Evaluation Reports FL10354 R6 AE Drawing 1143 D.Ddf Created by Independent Third Party: Yes 10354.3 C Direct Set Fixed Window 100.75"x85.125" non -impact Aluminum Clad Wood Fixed Frame Window with advanced performance installation Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10354 R6 C CAC FL10354.3 CCL.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/27/2021 Design Pressure: +60/-60 Installation Instructions Other: Configurations of glass shall conform to current ASTM FL1.0354 R6 II Drawing 1143 D.odf E1300 standard. When required by code, safety glazing shall Verified By: Warren W. Schaefer, P.E. 44135 be used. Installation of this window shall be per attached Created by Independent Third Party: Yes Advanced Performance installation drawing 1143. Evaluation Reports FL10354 R6 AE Drawing 1143 D.pdf Created by Independent Third Party: Yes 10354.4 ( Direct Set Fixed Window 60"x60" non -impact Aluminum Clad Wood Fixed FrameIWindowwithstandardperformanceinstallation 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 current ASTM E1300 standard. When required by code, safety glazing shall be used. Installation of this window shall be per attached Standard Performance installation drawing 1141. If required job pressure is above that listed here -in as allowable, installation of this window shall be as required with the Advanced Performance installation drawing 1143. Certification Agency Certificate FL10354 R6 C CAC FL10354.4 CCL.pdf Quality Assurance Contract Expiration Date 07/27/2021 Installation Instructions FL10354 R6 II Drawing 1141 D,oddf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL10354 R6 AE Drawinq 1141 D.Ddf Created by Independent Third Party: Yes 10354.5 Direct Set Fixed Window 72"x120" non -impact Aluminum Clad Wood Fixed Frame Window with standard performance installation Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10354 R6 C CAC FL10354.5 CCL.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/22/2021 Design Pressure: +40/-40 Installation Instructions Other: Configurations of glass shall conform to current ASTM FL10354 R6 II Drawing 1141 D.odf E1300 standard. When required by code, safety glazing shall Verified By: Warren W. Schaefer, P.E. 44135 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, SPECIFIED ANCHOR EM8E0 TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 2. OPENINGS, BLICONG & BUCKING FASTENERS MUST HE PROPERLY OESIGNLO & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCLROANCF WITH AND MEET HE RE'N1IREMENTS OF THE FLTNRIOA BUILDWC. CODE ("BC). 4. ALL ANCHORS SECURING PRODUCT FRAAlFS 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 LIM!TEO TO STELA. SCREWS, THAT COME TWO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FI.ORIDA BUILDING CODE CHAPTER 20. B. TO THE BEST OF OUR KNOWLEDGE. THE PRODUCT "ArN HEREIN IS CERTIFIED & QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATON/OA ENTITY & STILL HE IABELED 1.Y ACCORDANCE. WITH THE FAT: AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL OE IN ACCORDANCi: WBII THE. MANUFACTURER'S DUALITY ASSURANCE_SPECIFICATIONS & TESTING REPORTS. CFRTIFICAT.ON OF 1H0E PRODUCT IN1T.1ONS SHALL BE CONSIDERED 1010 IF ANY OF THE FOLLOWING APPLY: 11 PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM TT1E APPLICABLE LOCAL. BUILDING PEPARTMI NT. 2) PRODUCT 15 INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIC OF THIS TYPE OF PRODUCT. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION ENTS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WI f(f UT HAS BEEN TESTED. e. THE LEAST DES ON PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED PRODUCT. 9. 1HESF. DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF TIME INSTALLED PRODUCT IS NOT PART OF THIS INSTALLATION CF.RHFICATION. 114AT RESPONSL8ILT' SHALL BE THAT OF THE MANUFACTURER &/OR INSTALLER. ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: ALL ALTERNATE ANCHORS IN THEIR SPECIFIFD SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARDS) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. iNS1ALUTW;1 EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMAT•ON & RCTJLTS FROM APPLICABLE TEST REPORTS- THE FLORIDA BUILDING COQE VERSION CONSIDERED WITH THE. EVALUATION WAS THAT IN FORCE AI"IHE TALE OF THE EVALUATION. IN THE EVENT OF CODE VERSION CNANGTHE 6fUPDATESOR iN THE.. CVENT THAT NEW OR ADDITIONAL 'TESTING IS COMPLETED ON REFERENCED PRODUCT, PRIOR TO STATING CODE COMPU4:CE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM WITH THE INSTALLATION EVALUAIION ENGINEER OF RECORD THAT THE LN5TALIAI! ONS SPECIFIED HERE-W ARE CURRENT WITH THE THEN CURRENT TESTI\G. CURIE AND APPLICABLE STANDARDS. FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME/CLIPTO OPENING MINIMUM MINIMUM I FASTENER TYPE EMBED EDGE DIST. SUBSTRATE) _ FRAME SCREWS MIN. 2X4 WOOD FRAME OR BUCK MIN. GR. 3 & C=0.55) N0. 10 SMS OR WOOD SCREW 1/4" 3/4" M! N, 18 GA 33 KSI METAL STUD NO. 10 OR. 5 SELF TAP/DRILL SCREW FULL i/2"_ MIN. 1/8" THK A36 STEEL. N0: 10 OR. 5 SELF TAP DRILL SCREW FULL 1/2" MIN. 1/8" THK 6063-_T5 ALUM. N0. 10_GR. 5 SELF TAPJDRILI. SCRE'N FULL 1/2 _ C-- 90 CMU/2500 PSI CONCRETE N 1f4" CONC.REfE SCREW 1 1[4' 2" 2) INSTALLATION CUP SCREWS (STANDARD BENT CONDITION) MIN. 2X4 WOOD FRAME OR SUCK NO. 8 X 1 1/2" SMS 1 3/8" (2) N/A MIN. OR. 3 & G=055) MN t/8" THK A36 SWFEL N0. 8 GR. 5 SELF TAP/DRILL SCREW .. FULL MIN 1/8" THK 6063-15 ALUM.N0. 8 GR. 5 SELF TA? DRILL SCREW FULL (2)N/A INSTALLATION CLIP SCREWS (ALTERNATE STRAIGHT CONDITION) MIN. 2X6 WOOD FRAME OR BUCK NO. 8 X 1 1/2" SMS 1 3/8" 3/4" MIN. OR. 3 & G=0.55) MIN. 18 GA_33 KSi METAL STUD N0. 8 OR. 5 SELF TAP/GRILL SCREW NULL. _ 1/22 MIN, 1/8" THK A36 STEEL N0. 8_CAR. 5 SELF TAP/DRRI,SCREW FULL 1 2` MIN. 1/8" THK 6Q63—TS ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2` 1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE—FLEX, ITW RAMSET/RED HEAD TAPCONS OR HLL11 KWIK—CON 11 (HARDENED STEEL OR S.S.). 2) STANDARD BENT CLIP INSTALLATION SCREWS SHALL BE POSITIONED WITHIN 1/4" OF THE" BUCK SUBSTRATE EDGE AND, IF INTO WOOD, ANGLED 20 TO 30 DEGREES INTO THE BUCK. 6" MAX. fNESE DRAWINGS ARE N'PDCAI E OW_Y TO H' PRODUCT SPECIFIED. THEY MAY NOT. BE USED FOR THE ASSEMBLY DUD/ OR INSTAI.IATOFI OF AINY OTHER FROOWI:T NOR WY EY BE USED FOR RATIDA:N. MO/OR LO'A APPROVAL_ Ah PRODUCT NOF PRODUCED BY THE MANUFACTURER ATE] ONTFIFS FOR MAY,. FRAME LONG DIMENSION, SEE SINGLE _, ...... WINDOW PRESSURE TABLE ON THIS SHEET 6" MAX. FRAME SCREWS OR INSTALLATION CLIPS WHERE SHOWN. SEE "FRAME ANCHOR, REQUIREMENTS TABLE- ON THIS SHEET FOR REQUIREMENTS. NAIL FIN AND ANCHORING OF NAIL FIN IS OPTIONAL & S-IALL NOT ACT AS A SUBSTITLI; E FOR THE FRAME ANCHORS SPECIFIED. FIN MAY BE REMOVED WHEN REQUIRED BY OPENING CONDITIONS EDGE DISTANCE MAY BE. DECREASED TO 1/2" IF SCREWS ARE ANGLED 15 TO 20 DEGREES AWAY FROM THE EDGE. ALLOWABLE SINGLE WINDOW PESSURE TABLE MAXIMUM MAXIMUM FRAME FRAME ALLOWABLE LONG SHORT PRESSURE DIMENSION DIMENSION IN.) IN.) 100 3/4 120 85 1/8 1 72 60 60 601 60 1 90 1. LONG DIMENSION MAY BE HORIZONTAL OR VERTICAL. PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WiNDOWS SHALL BE THE LESSER OF THAT SH014N IN THE INDIVIDUAL WINDOWS STATE APPROVAL OR THAT SHOWN IN THIS TABLE. EXTERIOR ELEVATION: SINGLE WINDOW SCALE: 3/4" = l'-O" RECTANGULAR WINDOW SHOWN, SHAPED WINDOWS ALSO APPLY.; RECTANGULAR WINDOWS SHOWN. ANCHORING OF SHAPED WINDOWS IS THE SAME WITH REQUIRED ANCHOR SPACING ALONG THE FRAME CIRCUMFERENCE BEING THE SAME AS SPECIFIED FOR STRAIGHT FRAME. III 6" MAX. Eutea dr YuT V Cs j Ca Egdfl dee AaAe Pe W z O XOanoQf s d l DY NJd 3z WOa Lq a Z I x , mO 7> W fag SEALANT OTHERS FRAME SCREW PER ELEVATION SU35'TRAI BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" 3/8" MAX. SHIM j AT EACH ANCHOR C:- J ZONL SEAL SPACE WITH EXTERIOR LOW EXPANSION o FOAM AROUND w PERIMETER OF WINDOW FRAME SECTION A SCAI_F: 1/2 FULL FRAME SCREW MOUNT SHOWN. SEE DETAILS ON THIS SHEET FOR DIRECT MOUNT & CLIP MOUNT DETAILS, SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE' i SEALANT OTHERS NO. B X 3/4"— SCREW (2 PER CLIP) aXTfRIOR INSTALLATION CLIP SCREW PFR "FRAME ANCHOR REQUIREMENTS TABLE" (2 PER CLIP ANGLED 15 TO 20 DECREES IF NECESSARY TO MEET EDGE D!STAN(E REQUIREMENTS) . 7 INSTALLATION CLIP SCREW PER FRAME ANCHOR REQUIREMENTS SUBSTRATE BY OTHERS TABLE" (2 PER CUP). ANGLE PER "FRAME ANCHOR SCREW 20-30' WHEN INTO WOOD REQUIREMENTS TABLE" SUBSTRATE. 3/8" MAX. SHIM AT CLIP SEALANT BYE -_ cmOTHERS J1 INSTALLATION z CLIP o NO. 8 X 3/4" < n SCREW (2 PER SEAL SPACE WITH CLIP) LOW EXPANSION o EXTERIOR FOAM AROUND PERIMETER OF s WINDOW FRAME i STANDARD INSTALLATION CLIP DETAIL HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) { FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X__ BUCK TO BE MIN. 3 1/2" DEEP NOT REQUIRED WHEN SHIM SPACE IS WITHIN SUBSTRATE BY CTtIFRS AH O'WABL£ DIMENSIONS SHOWN IN SECTIONS). PER "FRAMF. ANCHOR REQUIREMENTS TABLE" 3/8" MAX. SF M AT CUP l 4D 7.. CLIP 0 z SEAL SPACE WITH n LOW EXPANSION FOAM a AROUND PERIMETER OF WINDOW FRAME ALTERNATE INSTALLATION CLIP DETAIL HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) FOR DETAIL NOT SHOWN, SEE OTHER SFCTIONS) NAIL FIN & JAMB EXTENSIONS ARE NOT SHOWN BUT MAY BE USED IN ADDITION TO ANCHORS SHOWN. SEALANT E OTHERS FRAME SCREW PER ELEVATION At "FRAME: EXTERIOR ANCHOR REQUIREMENTS TABLE" OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER HEAD SECTION SHOWN; SILL & SIDES ARE INSTAUlD THE SAME) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) q 0{iTrtltlllAJJ/I c 6.187 TO 8.787 - R ?' ° f• s 0 ( v o O 0 0 0 1@ 1.875 0 0 0 0 0 y 9s L a; e. ZIA3 •; BENT PORTION OF CUP MAY BE SNIPPED OFF 0.052 JJJ1111144011 IF REQ'D FOR PLACEMENT TO WINDOW FRAME, Ot FRAME INSTALLATION CLIP 50KI STW SHEET OF BCIS Home Log In , User Registration Hot Topics Submit Surcharge Stats & Facts y Publications FBC Staff BCIS Site Map E Links Search d b Product Approval USER: Public User PrIxILICt Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14896-R3 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Pella Corporation 102 Main St. Pella, IA 50219 641)621-6096 pellaproductapproval@pella.com Andrew Morse morseaj@pella.com Joseph Hayden 102 Main Street Pella, IA 50219 641)621-6096 jahayden@pella.com Pat Bortscheller 102 Main Street Pella, IA 50219 641) 621-1000 PJBortscheller@pelia.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Window and Door Manufacturers Association Terrence E. Lunn, PE Validation Checklist - Hardcopy Received Standard ASTM E330 Year 2002 Product Approval Method Method 1 Option A Created by Independent Third Party: Yes Evaluation Reports FL14896 R3 AE Drawing 1774.pdf Created by Independent Third Party: Yes 14896.11 Pella & Architect Series Steel & Fiberglass Panel In -swing Doors with Aluminum Clad or Wood Frame 86 7/8" _x97 3/4" double operable solid door with 2-point multi - point lock at inactive panel and either 3-point multi -point lock or single lock & dead bolt at active panel Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R3 C CAC FL14896 11,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/16/2019 Design Pressure: +35/-35 Installation Instructions Other: Standard or ADA sills apply FL14896 R3 II Drawing 1774.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL14896 R3 AE Drawing 1774.odf i Created by Independent Third Party: Yes 14896. 12 Pella & Architect Series Steel & Fiberglass Panel In -swing Doors with Aluminum Clad or Wood Frame 74 7/8" x 97 3/4" double operable glazed door with 2-point multi - point lock at inactive panel and single lock & dead bolt at active panel Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R3 C CAC FL14896 12.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/20/2019 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL14896 R3 II Drawing 1774.pdf ASTM E1300 standard & have safety rated glass. Door panel Verified By: Warren W. Schaefer, P.E. 44135 may be a full or partial light panel. Standard or ADA sills apply Created by Independent Third Party: Yes Evaluation Reports FL14896 R3 AE Drawing1774.pdf Created by Independent Third Party: Yes 14896.13 Pella & Architect Series Steel & 74 7/8" x 97 3/4" double operable glazed door with 2-point Fiberglass Panel Inswing Doors with multi -point lock at inactive panel and 3-point multi -point lock Aluminum Clad or Wood Frame at active panel Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R3 C CAC FL14896 13.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/20/2019 Design Pressure: + 35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL14896 R3 II Drawing 1774.1)df ASTM E1300 standard & have safety rated glass. Door panel Verified By: Warren W. Schaefer, P.E. 44135 may be a full or partial light panel. Standard or ADA sills apply Created by Independent Third Party: Yes Evaluation Reports FL14896 R3 AE Drawing 1774.odf Created by Independent Third Party: Yes 14896.14 Pella & Architect Series Steel & 37 1/2" X 97 3/4" single glazed operable door with standard Fiberglass Panel In -swing Doors with latch and deadbolt Aluminum Clad or Wood Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R3 C CAC FL14896 14.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/15/2019 Design Pressure: + 30/-30 Installation Instructions Other: Lock system with door shall be standard latch and FL14896 R3 II Drawing 1774.odf deadbolt. Configurations of glass shall conform to the current Verified By: Warren W. Schaefer, P.E. 44135 ASTM E1300 standard & have safety rated glass. Door panel Created by Independent Third Party: Yes may be full or partial light panel. Standard or ADA sills apply Evaluation Reports FL14896 R3 AE Drawing 1774.odf Created by Independent Third Party: Yes 14896.15 Pella & Architect Series Steel & 43 1/2" X 97 3/4" single solid operable door with standard Fiberglass Panel In -swing Doors with latch and deadbolt Aluminum Clad or Wood Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R3 C CAC FL14896 15.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/11/2019 Design Pressure: + 50/-50 Installation Instructions Other: Lock system with door shall be standard latch and FL14896 R3 II Drawing 1774.ndf deadbolt. Verified By: Warren Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL14896 R3 AE Drawing 1774.odf Created by Independent Third Party: Yes ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. INSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS TRiT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE. VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR A.DUDONAL TESTING IS COMPLETED ON THE iRUIRENCED PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH TI'IE STATE, THE MANUFACTURERHCONFIRM 'TUT THE INSTALLATION ENGINEER F RECORD THAT THE INSTALLATIONSSHALLCOWINT _ 5'ALLA ION EVALUATION C I SPECIFIED I.-' 'T TESTING, COLA" AN APPLICABLE STANDARDS. S EC ED HERE -IN ARE CURRENT WliTl THE INEN CURRENT iL. 1 E 0 OS FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME/CLIP/HINGE/STRIKE TO MiNI0.;UM MINIMUM SUBSTRATEI OPENING FASTENER TYPE EMBED EDGE. DIST. MI NO. 10 SMS OR WOOD SCREW 1 1/4" 1 3/4" MIN, i8 GA. 33 KSI METAL S1U0 NO. 10 CR. 5 SELF TAP DRIIA. SCREW FULL 1 1/7'" MIN. 1/8' THK A36 STEEL I NO. 10 GR. S SELF TAP/DRILL SCREW I FULL 1 1/2' MIN. GR. 3 & G=OSS) MIN 1/8" THK A36 STEEL V. 1/8" THK 6063-TS ALUM. NOM ALL ELEVATIONS SHOWN HERE -IN ARE FOR USE IN DETAILING THE INSTALLATION OF THE DOORS ONLY. TYPE, SHAPE & CONDITIONS RELATIVE TO THE DOOR PANELS DOOR FRAMES SHALL_ BE GOVERNED BY THE DOORS PRODUCT is APPROVAL & SHALL BE I AS CERTIFIED BY THE APPLICABLE CERTIFICATION ENTITY. 4" CONCRETE SCRFW 11 1/4" I 2" EWS (STANDARD BENT CONDITION) HINGEREQUIREMENTS NO, 8 X 1 1/2" SMS 1 3/8' (2) N/A MAX. FRAME QUANTITY HEIGHT PER PANEL GR. 5 SELF TAP/DRILL SCREW FULL 1 (1)N/A OVER 85 3/4-114 _ GR. 5 SELF TAP/DRILL_SCREW_ FULL _1 (2) N/A 85 3 4' MIN. GR. 3 tc G=0.55) MIN. 18 GA 33 KSt METAL. STUD NO. 8 X 1 1/2" SMS N0. B GR. 5 Stt"IP TAP/DRILL SCREW i 3/8" FUU.. 3/4" MIN. I/8- IHK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/B" THK 60fi3-TS ALUM. N0. 8 GR. 5 SELF TAP/DRILL. SCREW FULL 1/2" HINGE & SINGLE DOOR STRIKE SCREWS _ z)MIN. 2X_ WOOD FRAME OR BUCK MIN. GR. 3 & G=0.55) NO. 8 SMS OR WOOD SCREW 1 1/4' 3/4" MIN. 18 GA. 33 KSI MEFA.L STUD N0. 8 CR. 5 SELF TAP/ DRILL SCREW FULL 1/2" MIN. 1/6" THK A36 STEEL NO. 8 GR. 5 SELF TAP DRILL SCREIY FULL. 1/2 MIN. 1/8" THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREPJ FULL i/2` DOUBLE DOOR STRIKE SCREWS 2X_ WOOD FRAME OR BUCK ( MIN. GR. 3 & G=0.55) N0. 12 SMS OR WOOD SCREW MIN. 18 GA 33 KSI METAL STUD NO. 12 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK A39 STEEL. NO. 12 GR. 5 SELF TAP ORILI_SCREW FULL T/2" MIN. 1/8" THK 6063-T5 ALUM. NO. 12 GR. 5 SELF TAP/DRILL SCREWH FULL 1/2" C-90 CMU/2500 PSI CONCRETE (1) 1/4' CONCRETE SCREW 4) NAILING FIN FASTENERS MIN. 2X4 WOOD FRAME OR BUCK Mil,. GR. 3& 0=0.55) NO. 8 X 1 1/2" SMS 13/8' 1/2" 11 MIN. 2X4 WOOD FRAME OR BUCK 11 GA ROOFING NAIL j 1 3/8" 1/2" MIN. GR. 3 & G=0.55) I MIN. 1/8" THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 1/8" THK 6063-T5 ALUM N0. 8 GR. S SELF TAP DRILL SCREWTI FULL 1/2' CONCRETE SCREWS SHALL BE ELCO UL'TRACONS, ELCO CRETE-FLEX, IYW RAMSET/RED HEAD TAPCONS OR HILTI KWIK-CON It (HARDENED STEEL OR S.S.). STANDARD BEM CUP INSTALLATION SCREWS SHALL BE POSITIONED WITHIN 1/4` OF THE BUCK/ SUBSTRATE EDGE AND, IF INTO WOOD, ANGLED 20 TO 30 DEGREES INTO THE BUCK. 2X_ BUCKS SHALL BE OF A MINIMUM DEPTH REQUIRED TO MEET ANCHOR. EDGE DISTANCE REQUIREMENTS BUT NO LESS THAN 4 1/2" (2X4). WHEN SCREWS ARE USED WITH THE NAJL FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. EDGE DISTANCE MAY BE DECREASED TO 1/2" IF SCREWS ARE ANGLED 15 TO 20 DEGREES AWAY FROM THE EDGE. GENERAL NOTES: 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SWILL BE BEYOND WALL. FINISH OR STUCCO. 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE 1 THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FEC). 4. ALL. ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FlAWNG, SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE 'TREATING CHEMICALS IN THE WOOD. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CGNTACT WNTH OTHER DISSIMILAR MATERIALS SFA L MEET THE REQUIREMENTS OF FLORIDA BUILDING CARE CHAPTER 20. S. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALM ASSURED BY A FLORIDA STATE APPRW U CERTIFICATION/ OA ENTRY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. PRODUCT ASSOJBLY IS NOT PART OF THS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPMFWA71ONS & TESTING REPORTS. 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) PRODUCT 6 INSTALLED WITHOUT A BUILDING PERW FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT. 2) PRODUCT 15 INSTALLED BY ANYONE OTHER TWIN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT, 3) IF CHANGES HAVE. OCCURRED TO THE PRODUCT'S CERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO DE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED. B, THE LEAST DESIGN PRESSURE SPECIFIED ETHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE NSIALLED PRODUCT. 9. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION, THAT RESPONSIBILITY SWILL BE THAT OF THE MANUFACTURER &/ OR INSTALLER. MAX. FRAME WIDTH PER FLORIDA APPROVAL 43 1/2") 8" MAX. A Eo CT o Di INDIVIDUAL FRAME MEk 6 7 YJhi SCREWERE SHO'vJN. FRAME n -- FIN FASTENER WITHIN SEE ANCHOR S 2" OF CORNERS & 5" TABLE" o, TO 7" MAX. O.C. SEE ON THIS SHEEENTST ONTHISSHEETFOR FRAME ANCHOR REQUIREMENTS ( ONLY v REQUIREMENTS TABLE" REO' D WITH NAIL FIN MOUNT CONDITION) N ON THIS SHEET FOR Z REQUIREMENTS. vl ao 0C V U 0o Af o I \ m a Q rSTRIKE SCREWS INTO3 SUBSTRATE PER w 2v STRIKE. PLATE). SEE' HINGE SCREW INTO FRAME ANCHOR w w REQUIREMENT, -NTSTABLE' SUBSTRATE ( 1 PER ON THIS SHEET FOR w HINGE). SEE "FRAME SCREW REQUIREMENTS w ANCHOR REQUIREMENTS LATCH & DEAD BOLT v TABLE" ON THIS SHEET STRIKES). i FOR SCREW \ REQUIREMENTS. oO Zi 3 d Z INTERIOR ELEVATION: SINGLE DOOR WITH DEADBOLT LOCKING SYTEM apssoieoer SCALE: 3/4" _ 1'-0° NAIL FIN MOUNT CONDITION) i asp1 -)(li dsi. vo` a; a"F,..•' P ALLOWABLE DESIGN PRESSURE r i tG'N CJ q p S 1 z SINGLE DOOR) 0 2 o SEE FLORIDA APPROVAL r3Ao r f' ewQ 41 OF ANY OTHER PRODLiCT NOR MAY Fn 1 OF 8 MAX. FRAME WIDTH PER FLORIDA APPROVAL N.I'. E. 43 1 /2 ") 6" MAX. 18" MAX. O.C. I 6" MAX. A2 6" MAX. I I I C2 D2 v7 7 r i ----j- fIL FINORICKMOLD AND THEIR CHORS IS DPl':ONAL SHALL NOT ACT ASSUBSTITUTEFOREFRAMEANCHORSIFRAMESCREWSOR ECIFIED. NAIL FIN •I INSTAl1A'tON CUPS WHERE BRICKMOLD MAY > o SHOWN. SEE "FRAME o u, BE REMOVED WHEN ANCHOR REQUIREMENTS a a 6 REQUIRED BY OPENING a_ TABLE" ON SHEET 1 FOR ¢ o x I CONDITIONS I I REQUIREMENTS. a o < I ro a -STRIKE SCREWS INTO a SUBSTRATE 12 PER STRIKE PLATE). SEE "FRAME I• ANCHOR REQUIREMENTS HINGE SCREW INTO ( TABLE" ON SHEET i FOR w I, SUBSTRATE (1 PER I SCREW REQUIREMENTS HINGE). SEE "FRAME (LATCH & DEAD BOLTr ANC14OR REQUIREFENTS STRIKES). I• TABLE" ON SHEET 1 .I I FOR SCREW \ I I• REQUIREMENTS_ 4-111 I MAX. FRAME WIDTH PER FLORIDA APPROVAL N T.E. 43 1 /2") Q Di FIN FASTENER WITHIN 2" OF CORNERS & 5" TO 7" MAX. O.C. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. HINGE SCREW INTO SUBSTRATE (1 PER HINGE). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW \ REQUIREMENTS. 8" MAX. INDIVIDUAL FRAME SCREW WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHIFT 1 FOR REQUIREMENTS (ONLY REQ'D WITH NAIL FIN MOUNT CONDITION) STRIKE SCREWS INTO SUBSTRATE 1 PER STRIKE PLATE). SEE FRAME ANCHOR REQUIREMENTS TABLE" ON SHFET 1 FOR SCREW REQUIREMENTS (LATCH & DEAD BOLT STRIKES). _7 6" MAX. I. INTERIOR ELEVATION: SINGLE DOOR WIH DEADBOLTQLOCKING SYTEM SINGLE INTERIOR ELEVATION: DOOR WITH MULTIPOINT LOCKING SYSTEM s 7 . SCALE: SCALE: 3/4" -- 1'-0" w :' •'• FRAME SCREW & CLIP MOUNT CONDITIONS NAIL FIN MOUNT CONDITION) SSA;" ev r o c: U7•W ALLOWABLE DESIGN PRESSURE zi St: v0 iif S t may: DOOR) s,' e 6b lil P® ty``! SEE FLORIDAAPPROVAL aX z O Qo woo K ENO O:m a o I w O 2Q Nm 0, qi0w -a w 3 a' Vp w wr OUas pizmw oz w Oaz ofz6 L- r c co xBn dSzzQW & a? wz 01. I5o z z 2 OF 8 MAX. FRAME WIDTH PER F.LORIDA .APPROVAL ------- N.T.E. 43 1 /2") 6" MAX. r-- 18" MAX. O.C. 6" MAX. A2 I I 6 FRAME SCREWS OR 6" MAX. I 2 7 NAIL FIN OR BRICKMOLD AND THEIR ANCHORS IS OPTIONAL SHALL NOT ACT AS A SUBSTITUTE FOR THE FRAME ANCHORS SPECIFIED. NAIL FIN OR BRICKMOLD MAY BE REMOVED WHEN REQUIRED BY OPENING CONDITIONS HINGE SCREW INTO SUBSTRATE (1 PER HINGE). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW \ REQUIREMENTS. INSTALLATION CLIPS WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE" I ON SHEET 1 FOR REQUIREMENTS. I STRIKE SCREWS INTO SUBSTRATE (1 PER STRIKE PLATE). SEE i' "FRAME ANCHOR REQUIREMENTS TABLE" II ON SHEET 1 FOR SCREW REQUIREMENTS LATCH & DEAD BOLT STRIKES). I I I I I I I I I I INTERIOR ELEVATION: SINGLE DOOR WITH MULTIPOINT LOCKING SYSTEM SCALE: 3/4" = 1'-0" FRAME SCREW & CLIP MOUNT CONDITIONS) ALLOWABLE DESIGN PRESSURE SINGLE DOOR) SEE FLORiDA APPROVAL MAX. FRAME WIDTH PER FLORIDA APPROVAL N.-',E. 86 7/8") STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE PLATE). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS SHOOT BOLT STRIKE.)- 1 6" 1 6" 1 1 D POSRE INACTIVE / ACTIVE C1 6 FIN FASTENER WITHIN FRAME SCREWS OR 2" OF CORNERS & 5" INSTALLATION CLIPS TO 7" MAX. O.C. SEE : SHOWN AT FRAME ANCHOR WHMEEETINWG STILE ENDS. SEE " FRAME ANCHOR I REQUIREMENTS TABLE" REQUIREMENTS TABLE" ON SHEET 1 FOR ON SHEET 1 FOR REQUIREMENTS. REQUIREMENTS (CUPS ARE: NOT. APPLICABLE AT SILL). HINGE SCREW INTO SUBSTRATE ( i PER FRAME HINGE). SEE ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS- J.__..._— 17 STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE PLATE WITH STANDARD SILL; 1 PER STRIKE W[TH ADA SILL). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS SHOOT BOLT STRIKE). INTERIOR ELEVATION: DOUBLE DOORS SCALE: 3/4" = 1'-0" NAIL FIN MOUNT CONDITION) ALLOWABLE DESIGN PRESSURE DOUBLE DOOR) SEE FLORIDA APPROVAL i. 3• a o.Z,_M co o s• ac= a sy> z a~i4, Q: an SHEET NO. S OF MAA. tKAMt 'NIUIH Ft.K `LUKUA At'F'KUVAL 6" MAX. 18" MAX. D.C. —..-..._.....-.-.—_ 6" STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE PLATE). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS shID6T I]OL T S"FRIKE). 6" 6" 18" A2"-- I y i MAX. O.C. 6" MAX. INACTNE PPUSI ACTNE I C2C2 n NAIL FIN OR FRAME SCREWS OR— BRICKMOLD AND THEIR INSTALLATION CUPS ANCHORS IS OPTIONAL WHERE SHOWN. SEE w L SfiALI NOT ACT AS FRAME ANCHOR A SUBSTITUTE. FOR REQUIREMENTS TABLE" THE FRAME ANCHORS ON SHEET 1 FOR I SPECIFIED. NAIL FIN REQUIREMENTS (CUPS p Of? BRICKMOLD MAY ARE NOT APPLICABLE a BE REMOVED WHEN AT SILL). a y REQUIRED BY ONINGPE 1 CONDITIONS o x arwa i, HINGE: SCREW INTO I i w SUBSTRATE (1 PER HINGE). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREWREQUIREMENTS. L 6 6 1 u1 , - d STRIKE SCREWS INTO SUBSTRATE---- INTERIOR ELEVATION: 2 PER STRIKE PLATE WITH STANDARD SILL; 1 PER STRIKE DOUBLE DOORS WITH ADA SILL). SEE "FRAME SCALE: 3/4" = 1'--0" ANCHOR REQUIREMENTS TABLE" FRAME SCREW & CLIP MOUNT CONDITIONS) ON SHEET 1 FOR SCREW REQUIREMENTS (SHOOT BOLT ALLOWABLE DESIGN PRESSURESTRIKE). STRIKE DOUBLE DOOR) SEE FLORIDA APPROVAL MAX. OVERALL FRAME WIDTH PER FLORIDA. APPROVAL N.T. E. 76 1 /2") VIX. 43 1/2" MAX. DOOR FRAME WIDTH 3" 3' 3" 3" 3" 3, i 3,. 3 6" MAX. - ---- -4-4— 18" MAX. O.C. --- 6" MAX. SIMILAR .. j C2 17 I d FRAME SCREWS OR INSTALLATION CLIPS WHERE SHOWN AT MULLION ENDS. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 F-Uf? REQUIREMENTS. 6" MAX. J FRAME SCREWS OR INSTALLATION CLIPS WHERE S SHOWN. SEE I "FRAME ANCHOR R •i REQUIREMENTS TABLE" ON SHEET rE .I 1 FOR REQUIREMENTS z CLIPS ARE NOT a APPLICABLE AT °-0 o i SIl L). wo wN o 6,- I Watem o ?= cv U S DE VNAIL FIN OR BRICKMOLD AND O w oa co THEIR ANCHORS w O- IS Or'"I& H SHALL NOT ACT SUBSTITUTEASASUBSTITUTE FOR THE FRAME F ANCHORS bi SPECIFIED. NAIL ... a¢ I FIN OR w cooIBRICKMOLDMAYtTzoo BE REMOVED oz Rw _ I WHEN REQUIRED az Zv NBYOPENING CONDITIONS Adz z. S 'a &u aw az 3z A. F„ v oQ'o rn i m 3 a INTERIOR ELEVATION: SINGLE DOOR WITH SIDELIGHTS CIO SCALE: 3/4" = V-0" e 3. THIS ELEVATION IS APPLICABLE TO SCREW & CLIP MOUNT INSTALLATION ONLY) ? ALLOWABLE DESIGN PRESSURE' s SINGLE DOOR WITH SIDELIGHTS) SEE FLORIDA AL SHEET NO. 4 OF I' IIIIlIlIIIII II Ii IlI' IIIIIIIIIIIIIIIIIIIII 1-. jv;` II 33: dl j i L J rt 3,. S MIIARSIMILARI' I v C 7 I w OPPOSITE I i I I I I M a I• I I o I ait i I i I• I i I i 6" MAX. 0 6 f 313 3" 3' 43 1/2" MAX. DOOR FRAME WIDTH MAX. OVERALL FRAME WIDTH PER FLORIDA APPROVAL N.T.E. 76 1/2-) INTERIOR ELEVATION: SINGLE DOOR WITH SIDELIGHTS & TRANSOM THIS ELEVATION IS APPLICABLE TO CLAD FRAME DOORS WITH SCREW & CLIP SCALE: 3/4" = 1'-0" SEE FL10354 FOR WINDOW APPROVAL & ANCHOR REOUIREMENTS AROUND WINDOW FRAME SCREWS OR INSTALLATION CLIPS WHERE SHOWN AT MULLION ENDS. SEE l "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET T FOR REQUIREMENTS. u NAIL FIN OR AND THEIR ANCHORS IS OPTIONAL SHALL NOT ACT AS A SUBSTITLITE FOR THE FRAME. ANCHORS SPECIFIED. NAIL FIN OR BRiCKMOLD MAY BE REMOVED WHEN REQUIRED BY OPENING CONDITIONS FRAME SCREWS OR INSTALLATION CLIPS WHERE SHOWN. SF..F. FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS (CLIPS ARE NOT APPLICABLE AT SILL). ALLOWABLE DESIGN PRESSURE SINGLE DOOR WITH SIDELIGHTS & TRANSOM) SEE FLORIDA APPROVAL MOUNT INSTALLATION ONLY) SHEET N0. OF M e+ cNee vo mSTRIKESCREV! SUBSTRATE BY OTHERS PER FIN FASTENERSTRIKE EXEC PANEL DOOR PER El E\ATiON PER ELEVATION OPERABLE DOOR -SUBSTRATE BY GTHERS PER wm. wrz. rFRAMEANCHORREQUIREMENTSSCREWPERFRAMESCREWPERTABLE SEALANT BY OTHERS ELEVATION FRAME SCREW PER ELEVATION "FRAME ANCHOR BEHIND NAI' RN E:_E?!A1 ON REQUIREMENTS TABLE" 7 SEALANT BY OTHERS H F 1 2 3/ 8" MAX. N..NL nN 3%8" MAX. SPACE : SHIM AT SEALANT BY EACH ANCHOR OIFIERS BEHIND EXTERIGR NAIL FIN 1 SEALANT -- _ - FIN FASTENER /— SEAL SPACE WiTH w BY OTHERS -SEALANT PER ELEVATION LOW EXPANSION z BY OTHERS FOAM AROUND PERIMETER OF EXFF_ RIOR. -- I DOOR FRAME XIERIOR SUBSTRATE FiY-----.-• , OTHERS PER t. SEAL SPACE WITH LOW --SEAL SPACE WITH LOW "FRAME ANCHOR EXPANSIONFOAM .AROUND EXPANSION FOAM AROUND REQUIREMENTS - PERIMETER OF DOOR FRAME: PERIMETER OF DOOR FRAME TABLE SECTION Al SECTION HINGE SCREW aof Z A2 PER ELEVATION o o SCALE: 1/2 FULL 6 , SCALE: 1:/2 FULL 6 T ( NAIL FIN MOUNT) = FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 3/8" mAX. SHIM c a o I AT EACH HINGE SCREW --I FRAME WIDTH --------- w m Z 8FORDIRECTMOUNTd- CLIP MOUNT DETAILS. o ---N SECTION ct mo " $g qq N- ISCALE: t%T_ FULL fi 'R w a NAIL FIN MOUNT `''3 0 P FIXED PANEL DOOR In FRAME/ SILL SCREW tE XTERIGR Wg PER ELEVATION I t—._.._ _.. Icy w = cnU SEALANT BY h-d OTHERS C Z w SEALANTBYOT1iERS c=iowID Zu Z Zi X 3 wa z9 TI/I MAX `SUBS RATE - - t: .... .:. Scn w go SHIMBYOTHERS t/4" MAX. SUBSTRATE BY OTHERS az z 0% OR GROUT / PER "FRAME SHIM PER "FRAME ANCHORS W OPERABLE DGOR STRIKE SCREW ANCHOR OR GROUT REQUIREMENTS TABLE" NN FRAME SILL SCREW PER ELEVATION REQUIREMENIS FRAME/SILL SCREW - z STRIKE SCREW PEP, ELEVATION TABLE PER ELEVATION PER ELEVATION 30 SECTION B1 SECTION B2 3 SCALE: 1/ 2 FULL 6 SCALE: 1/2 FULL*N iO s`.QfL. ........` yj1/j faz o I NAIL FIN & BRICKMOLD IS NOT SHOWN _ E,u BUT MAY BE USED IN ADDITION TO o a ANCHORS SHOWN. CLAD FRAME SHOWN. WOOD ONLY ra¢0,`, 1774 B FRAME ALSOAPPLIES. sNecr No. 6 of 8 SEALANT BY OTHERS SEALANT BY CTViERS SUBSIRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS ::::..::.............. . TAB' E"-- EXTERIOR FIXED PANEL DOOR FRAME SEAL SPACE WITH LOW SCREW PER, EXPANSION FOAM ELEVATION I AROUND PERIMETER OF DOOR FRAME -,,.,- OPERABLE — DOOR FRAME tr SCREW PER ELEVATION HINGE SCREW i PER ELEVATION 3/8' MAX. SHIM FRAME WIDTH — AT EACH ANCI4OR SECTION C2 SCALE: 1/2 FULL 7 FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET, 8 FOR DIRECT MOUNT & CLIP MOUNT DETAILS. I NAL FIN SEALANT BY OTHERS BEHIND NAIL FIN FIN FASTENER PER ELEVATION SLJBS3TRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE" STRIKE SCREW PER ELEVATION FRAME WIDTH ---U-- 3/8" MAX. SHIM AT EACH STRIKE SCREW SECTION -j SCALE: 1/2 FULL NAIL FIN MOUNT) NAIL FIN & BRICKMOLD IS NOT SHOWN BUT MAY BE USED IN ADDITION TO ANCHORS SHOWN. CLAD FRAME SHOWN. WOOD ONLY FRAME ALSO APPLIES. SEALANT BY 1EXT— ER SEAL. SPACE WITH ' LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE' fiXED PANEL DOOR FRAME SCREW PER ELEVATION OPERABLE DOOR FRAME SCREW PER ELEVATION STRIKE SCREW PER ELEVATION FRAME WIDTH 3/8" MAX. SHIM AT EACH ANCHOR SECTION D2 SCALE I/2 FULL 7 fRAMF SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 8 FOR DIRECT MOUNT & CLIP MOUNT DETAILS. o <" a" U 2 W d U Q 7 m 8 INSTALLATION CUP SCREW PER STRIKE. OR HINGE FRAME ANCHOR REQUIREMENTS SCREW PER TABLE" (2 PER CLIP). ANGLE SUBSTRATE BY OTHERS ELEVATION-- SCREW 20-30' WHEN INTO WOOD PER "FRAME ANCHOR SUBSTRATE. o REQUIREMENTS TABLE" 3 /8" MAX. SHIM AT CLIP i 1/4' MAX. U ) 1 BY OTHERS Z INSTALATION --- - CUP -- N — — _.._ TERIOR SEAL SPACE-- a' 3N0. 8 X o WITH LOW/ EXPANSION SCREW (2 PER CLIP) s FOAM AROUND PERIMETER OF DOOR FRAME STANDARD INSTALLATION CLIP DETAIL HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME. INSTALLATION CLIPS DO NOT APPLY AT SILL) FOR DETAIL NOT SHOWN, SEE OTHER SECTONS) INSTALLATION CLIP SCREW PER FRAME ANCHOR REQUIREMENTS TABLE" (2 PER CLIP ANGLED 15 TO 20 DEGREES IF NECESSARY TO MFET EDGE DISTANCE REQUIREMENTS) STRIKE OR HINGE SCREW PER ELEVATION SUBSTRATE BY OTHERS PER FRAME ANCTIOR REQUIREMENTS TABLE" IF 3/8" MAX SHIM AT CLIPTF SEALANT BY OTHERS INSTAIIATION o CLIP EXiERI z SEAL SPACE - WITH LOW NO. 8 X 3/4" EXPANSION SCREW (2 PER CLIP) FOAM AROUND PERIMETER OF u- DOOR FRAME NAIL FIN & BRICKMOLD IS NOT SHOWN ALTERNATE INSTALLATION CLIP DETAIL BUT MAY BE USED IN ADDITION TO HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME. ANCHORS SHOWN. INSTALLATION CLIPS DO NOT APPLY AT SILL) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) CLAD FRAME SHOWN. WOOD ONLY FRAME ALSO APPLIES. SUBSTRATE BY r /--CONTINUOUS WOOD MEMBER LESS IN THICKNESS OTHERS PER THAN A 2X_ BUCK TO BE MIN. 4 1/2" DEEP FRAME ANCHOR (NOT REQUIRED WHEN SHIM SPACE IS WITHIN REQUIREMENTS ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). TABLE" \ . \, f "• SEALANT BY OTHERS STRIKE OR HINGE- EXTERIOR SCREW PER ELEVATION & FRAME ANCHOR FIXED PANEL REQUIREMENTS - OPERABLE SCREW DOOR FRAME TABLE" FRAME SCREW SCREW PER PER ELEVATION ELEVATION & FRAME "FRAME ANCHOR ANCHOR REOUIREMENTS REQUIREMENTS TABLE" TABLE" L OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 0.024 ...._ ..- 1.703 ---I 472 1.9103 I 0.024 O NAIL FIN 1.539 3003 H-14 ALUMINUM) V DRIP CAP NAIL IN 3003 H-14 ALUMiNUbI) 6.187 TO 8.187 0 0 0 0 o O 0 O 0 0 0 (D 1,875 0 0 0 0 0 BENT PORTION OF CLIP MAY BE SNIPPED OFF 0_052 J IF REQ'D FOR PLACEMENT TO DOOR FRAME. O3 FRAME INSTALLATION CLIP I59_ K.5L.=Q w z Lit z 0 0 C o 0 m a N w 000 zaNmt U 4 co as0 5 NW w0 w C a w CL N U aK 8 OF 8 a BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats & Facts Publications ! FBC Staff I BCIS Site Map ( Links Search Florida Pjiiroduct Approvalr..; i, USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL13815-R2 Application Type Revision 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@pella.com Authorized Signature Joe Hayden Sandi Robinson pellaproductapproval@pella.com Technical Representative Joseph Hayden Address/Phone/Email 102 Main Street Pella, IA 50219 641)621-6096 jahayden@pella.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella, IA 50219 641) 621-1000 PJBortscheller@pelia.com Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert J. Amoruso Evaluation Report Florida License PE-49752 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Charles A. Pagen P. E., Ph. D. Fenestration Technology Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL13815 R2 COI CI 1673 Revl 415-0309 Mullion ss.pdf FL13815 R2 COI CI 1678 Revl 415-0309 Mullion ss.pdf Sections from the Code 1609.1.2 1710.5.3 R301.2.1.2 R612.8 Product Approval Method Method 2 Option B Date Submitted 05/28/2015 Date Validated 05/30/2015 Date Pending FBC Approval 06/02/2015 Date Approved 08/19/2015 SunWary of Products FL # Model, Number or Name Description 13815. Pella Clad and Wood Windows Joining Mullion with End Anchors - Window to Window Combinations Lim' s of Use Installation Instructions proved for use in HVHZ: No FL13815 R2 II Pella Report No 0507-04 060110 ss (2df Verified By: Robert J. Amoruso PE-49752ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Compliance limited to Wind Zone 3 or less where basic FL13815 R2 AE PER 1673 Pella Revl ss.Rdf wind speeds do not exceed 140 mph. See page 2 of report for Created by Independent Third Party: Yes applicable Pella products. 13815.2 I Pella Clad and Wood Windows and Joining Mullion with End Anchors - Door to Window and Door to Doors Door Combinations Limits of Use Installation Instructions Approved for use in HVHZ: No FL13815 R2 II Pella Report No, 0506-06 060710 ss.D_df Verified By: Robert J. Amoruso PE-49752ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Compliance limited to Wind Zone 3 or less where basic FL13815 R2 AE PER 1678 Pella Revl ss.pdf wind speeds do not exceed 140 mph. See page 2 of report for Created by Independent Third Party: Yes applicable Pella products. 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 S a m n :: Access i bility statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: N 44 RE Pella Corporation 102 Main Street Pella, Iowa 50219 PROJECT: MULLION CALCULATIONS FOR VERTICAL AND HORIZONTAL MULLION SERIES: Joining Mull for Windows Tight Mulls) PROJECT NO.: 415-0309 REPORT NO.: 0507-4 DATE: 5/26/2015 Prepared by: PTC, PRODUCT DESIGN GROUP P.O. Box 520775 Longwood, Florida 32752 Phone: (321) 690-1788 Fax: (321-) 690-1789 It,1118110111 Digitally signed by Sp1ES11, Robert J. Amoruso o Ns»A '' DN: cn=Robert J. 49752 Amoruso, o, ou=PTC Product Design Group, ST: E OF 'cu: email=ro.bert@ptc- o C3 . k/ 10N2'C.` corp.corn, c=US Date: 2015.05.26 10:53:11 -04 00 Evaluated By: ROBERT J. AMORUSO, P.E. FL. NO. 49752 F.B.P.E. CERTIFICATE OF AUTHORIZATION NO. 25935 ROBERTJ. AMORUSO, P.E. F.B.P.E. CERTIFICATE OF AUTHORIZTION NO. 25935 FL. NO. 49752 ism® Jria Client: Pella Corporation Project #: 415-0309 Report #: 0507-4 Prepared by: RJA PTC PRODUCT DESIGN GROUP, LLC Date: 5/26/2015 P.O. Box 520775 Page 2 of 11 Longwood, Florida 32752 SCOPE PTC, PRODUCT DESIGN GROUP was contracted by Pella Corporation to perform engineering evaluations of various mulled window combinations. This report will be based on joining the properties of the weakest wood frame (Casement Window) jambs as demonstrated in the section property section of this report, by evaluation of possible groupings of mullions based on section property comparisons in accordance with the AAMA 450-06/09/10. Structural analysis of the mullions is based on the current edition of the Florida Building Code — Building and Residential Volumes, Chapter 17 and Chapter 6 respectively using the product grouping method and tributary loading of AAMA 450. PRODUCT APPLICABILITY: This report is applicable to the following Pella Corporation product lines and types only. 1. Product Lines a. Architect Series (including HurricaneShield, 850 Series), exterior clad and wood. b. Designer Series (750 Series), exterior clad c. Proline Series (450 Series), exterior clad d. Pella Support Products, exterior clad e. Pella Entry Systems, exterior clad and wood 2. Product Types a. Casement b. Awning c. Picture d. Direct Set Geometric and Radius e. Double Hung * Not applicable for vertical mulls on impact double hung. 3. Product Materials a. Extruded aluminum for aluminum portions of window. b. Pine for wood portions of window frames. The tributary areas are identified and calculated. These results are used to calculate the maximum pressure that the product can withstand without exceeding the allowable stresses or deflection. The minimum of these results is selected and defined as the design pressure for the product. Mullion stress and deflection is calculated using the AAMA 450 load distribution method. For each mullion configuration, spreadsheet programs are used to calculate the apparent El and equivelent I, a design pressure verification using equivelent 1, and alternate spans from the design pressure calculation. ROBERT J. AMORU50, P.E. F.B.P.E. CERTIFICATE OF ALITHORIZTION NO.25935 FL. NO.49752 MM" rig. Client: Pella Corporation Project #: 415-0309 Report #: 0507-4 Prepared by: RJA PTC PRODUCT DESIGN GROUP, LLC Date: 5/26/2015 P.O. Box 520775 Page 3 of 11 Longwood, Florida 32752 ANALYSIS METHODOLOGY: The following methodology was used to develop the Load width span tables presented in this report. 1. Determine the allowable design pressure (D.P.) based on the actual shear stress, bending stress, deflection and mullion reactions as compared to their respect design allowables choosing the worst case. 2.. Worst case section properties determined by a comparison of the individual component sections of the applicable products, the cross sections exhibiting the lowest Moment of Inertia (1) and section Modulus (Z) will be used. Area as it is related to shear stress does not govern design so it is not a deciding factor of the worst case section. 3. Using a ratio of the wood window jambs Modulus of Elasticity (1) compute the overall apparent section properties of the worst case cross section. 4. Use the properties determined above in determining the load width/span tables. S. Analysis based on: a. Horizontal Shear Stress = PIA (psi) b. Bending Stress = Mc/i = M/Z (psi) i. M = bending moment and is equal to M/Kf ii. Kf is moment coefficient based on trapezoidal load distribution. c. Deflection = WL s / KdEI I. Kd is deflection coefficient based on trapezoidal distribution. ii. W is load on mullion in Lbs. = wL where w is distributed load in Lbs/in and L in mullion span inches. d. Mullion End Load Reactions i. Based on trapezoidal load on mullion resolved into total load distributed to each end of mullion equally. 6. Load Width/Span Tables based on: a. Solving for the allowable design pressure (D.P.) considering various window sizes and mullion spans. ROBERT 1. AMORUSO, P.E. F.B.P.E. CERTIFICATE OF AUTHORIZTION NO. 25935 FL. NO. 49752 MM" rig, Client: Pella Corporation Project #: 415-0309 Report #: 0507-4 Prepared by: RJA PTC PRODUCT DESIGN GROUP, LLC Date: 5/26/2015 P.O. Box 520775 Page 4 of 11 Longwood, Florida 32752 MULLION END ANCHORAGE: 1. Calculated performance is based on the following: Mullions anchor plates a. 512-A Wood mullion anchor clip. (316 stainless steel) e. 5071 installation type clip (A-653 Hot dipped Galvanized steel) MULLION ATTACHEMENT: 2. a. Mullion End Clip 512-A (Fin mull anchor clip) i. The end clip is secured to each end of window jambs using eight #10 x 5/8" wood screws below, and requires a minimum of 1-1/2" wood buck thickness (See Detail A). ii For 6-1/2" plate attachment to both window frames use ten (6) #8 x 5/8" stainless steel screws. iii. For clip attachment to wood frame substrates use five (5) #10 x 2" long or longer wood screws per clip leg into the installation bucking or frame with a minimum of 1 1/2" embedment into substrate and maintaining at least 3/4" minimum edge distance is required based on the analysis used in this report for development of the load width and span. X j ..,. aaa fI pcie to u Dri, Cop #72G's•'v. ruous fuI 15r ;th o` Site. 5/8" va ugcd jcres_ x Provided Mullion End Clip 512-A (Fin mull anchor clip) Detail A ROBERT J. AMORU50, P.E. F.B.P.E. CERTIFICATE OF ALITHORIZTION NO. 25935 FL. NO. 49752 Client: Pella Corporation Project #: 415-0309 F1 L Report #: 0507-4 Prepared by: RJA PTC PRODUCT DESIGN GROUP, LLC Date: 5/26/2015 P.O. Box 520775 4 Page 5 of 11 Longwood, Florida 32752 f. Mullion End Clip 5071 i. The end clips are secured to each end of joined widow frames using a 6-1/2" steel plate #500M installed directely over both frames, then install two (2) 5071 mull clips two at each side of the joined window frames, See Detail B) ii For 6-1/2" plate attachment to both window frames use ten (10) #8 x 5/8" stainless steel screws. iii. For clip attachment to wood frame substrates use a total of four (4) #10 x 2" long or longer wood screws one per each clip leg into the installation bucking or frame with a minimum of 1 1/2" embedment into substrate and maintaining at least 3/4" minimum edge distance, for clip attachment to window frames through plate use two (2) #5/8" stainless steel screws per each clip is required based on the analysis used in this report for development of the load width span. iv For clip attachment to CMU or concrete substrates use a total of four (4) 3/16" dia. masonry anchors one (1) per each clip leg into the installation bucking or frame with a minimum of 1 1/4" embedment into substrate and maintaining at least 2 5/8" minimum edge distance each clip anchor hole spacing must be located at least on 2 1/4" spacing between anchors, for clip attachment to window frames through plate use two (2) #10 x 5/8" stainless steel screws per each individual clip is required based on the analysis of this report for development of the load width span. n r r tr c, bl .cina en q th fo be ' /f lhicri I,oles r nrJ 0r •.rfv a... a a cu.el t Batt; r _ e, l n. r y I i sill v:/ I, p oSr , i Frowce anc'io,age t @ ench en: of muion s c rs :c ir.it or,e eaCn Side 1 0 ul! n nd u' nch"red Sect.rely oaerirr of v _ an. b F ai < ur. to4/ ..._... ....... . n I IIati I f rc ill. r, (/ Loc. ote icr t1. re a atc 6-1/2',.ter f .hr rill n u-r ..t t. -r<v h..cd . Y :r Usc is #6 > / tl .vr rla;_ el ec nt ac 6-1 % 2 p'c t "r ore- Detail B Mullion End Clip 5071 ROBERT J. AMORU50, P. E. F.B.P.E. CERTIFICATE OF AUTHORIZTION NO. 25935 FL. NO. 49752 mm" FI L PTC PRODUCT DESIGN GROUP, LLC P.O. Box 520775 Longwood, Florida 32752 REFERENCED DOCUMENTS: 1. AAMA 450-06/09/10 2. Florida Building Code a. Current Edition of the Florida Building Code (FBC), Building Volume Chapter 17 - Mullions b. Current Edition of the Florida Building Code (FBC), Residential volume i. Chapter 6 - Mullions Client: Pella Corporation Project #: 415-0309 Report W 0507-4 Prepared by: RJA Date: 5/26/2015 Page 6 of 11 ROBERT J. AMORUSO, P.E. F.B.P.E. CERTIFICATE OF AUTHORIZTION NO. 25935 FL. NO.49752 Client: Pella Corporation Project q: OW 0507-409Reportu: 0507-d Prepared by: RJA PTC PRODUCT DESIGN GROUP, LLC Date: 5/26/2015 P.O. Box 520775 Page 7 of 11 Longwood, Florida 32752 PLAN LOAD WIDTH =WI+W2 2 THIS CHART APPLIES TO MULTIPLE WIDE 1 HIGH, VERTICALLY OR HORIZONTALLY. LOAD WIDTH MUST BE CALCULATED U51NG LARGEST ADJACENT SIDE BY SIDE) WINDOW HEIGHTS OR WIDTHS. MULL SPANS ARE RESTRICTED BY THE LONGEST SPAN, (All TABLES). WINDOWS MAY BE INTERMIXED COMBINATIONS OF CASEMENT, AWNING, PICTURE, IN -SASH AND DIRECT SET GEOMETRIC OR RADIUS AND DOUBLE HUNG, (ALL TABLES). ALLOWABLE. PRESSURES ON THE MULLED ASSEMBLY SHALL BE CONTROLLED BY THE LESSER OF MULLION OR THE INDIVIDULE WINDOW UNIT. MULLION TABLE 1 VERTICAL OR HORIZONTAL SPAN —JOINING MULLION FOR WINDOW UNITS) MULL SPAN in.) LOAD WIDTH in.) CLIP TYPE 512A PSF) CLIP TYPE 5071 PSF) MULL SPAN in.) LOAD WIDTH in.} CLIP TYPE 512A PSF) CLIP TYPE 5071 PSF) MULL SPAN in.) LOAD WIDTH in.) CLIP TYPE 512A PSF) CLIP TYPE 5071 PSF) 36 24 85 85 66 24 68 68 96 24 30 30 30 85 85 30 56 56 30 24 24 36 85 85 36 48 48 36 21 21 42 85 85 42 43 43 42 18 18 48 85 85 48 39 39 48 16 16 54 85 85 54 37 37 54 15 15 60 85 85 60 36 36 60 14 14 66 85 85 66 35 35 66 13 13 42 24 85 85 1 72 24 57 57 30 85 85 30 46 1 46 36 85 85 36 40 1 40 42 85 85 42 35 35 48 85 85 48 30 30 54 85 85 54 27 27 60 85 85 60 28 28 66 85 85 66 2x 28 48 24 85 85 78 24 48 48 30 85 85 30 39 39 36 85 85 36 33 33 42 85 85 42 29 29 48 85 85 48 27 27 54 85 85 54 25 25 60 85 85 60 23 23 66 85 1 85 66 22 22 54 24 85 85 S4 24 41 41 30 85 85 30 33 33 36 76 76 36 28 28 42 69 69 42 25 25 48 66 66 48 22 22 54 65 65 54 21 21 60 65 65 60 19 19 66 65 65 66 1 18 1 18 60 24 83 83 90 24 36 36 30 68 68 30 29 29 36 59 59 36 25 25 42 54 54 42 21 21 48 50 50 1 48 19 19 54 48 48 54 18 18 60 47 47 60 16 16 66 47 47 1 66 1 15 1 15 Use this table for intermediate 2-way mullions. For anchor clip attachment to substrates, see notes on sheets 4 & 5 on this report. ROBERT J. AMORUSO, P.E. F.B.P.E. CERTIFICATE OF AUTHORIZTION NO. 25935 FL. NO. 49752 PTC PRODUCT DESIGN GROUP, LLC Client: Pella Corporation Project #: 415-0309 Report #: 0507-4 Prepared by: RJA Date: 5/26/2015 P.O. Box 520775 Page 8 of 11 Longwood, Florida 32752 Product Grouping: 1. Architect Clad HurricaneShield (Windzone 3 only), Architect, Designer and Proline Clad combination assemblies with Joining mullion in intermixed configurations of casement, Awning, Picture, In -sash or Direct set Geometric or Radius. 2. Window type grouping: operable vs. fixed window load distribution was considered in the determination of the theoretical stress and deflection analysis due to mullion bending load and how concentrated loads produce higher bending stresses and deflections. Section Property Grouping: 1. The casement type frame jambs combined produce the lowest overall section properties as joined section properties The wood jambs joined mechanically with anchors act as one member. 2. The illistration below shows the individule component section properties for the casement window. 3. The intermixed combinations of Casement, Awning, Picture, In -Sash, and Direct Set geometric or Radius were examined, the combined section properties calculated using AutoCad (independent of material stiffnesses), and based on comparison of these section properties the combination of units that produce the weakest section determined. This section, combined was used in the analysis. JOINED COMPOSITE SECTION PROPERTIES Casement jambs conjoined used in analysis is shown left. Only the wood jamb, wood side stop combined together is used in the calculation of section properties. The wood covers are not considered. The combined section properties for the above, considering the material differences were found to be the following. FA= 8.200 in4 4.083 in3 (In terms of wood) 8.684 in2 The individule wood jamb, wood side stop section properties used to determine the combined section properties are given on the following page. ROBERTI. AMORUSO, P.E. F.B.P.E. CERTIFICATE OF AUTHORIZTION NO.25935 FL. NO.49752 Mll— rp'saw Client: Pella Project#: 415-0309 Report M 0507-4 Prepared by: RJA PTC PRODUCT DESIGN GROUP, LLC Date: 5/2612015 P.O. Box 520775 Page 9 of 11 Longwood, Florida 32752 Joining Mull, 2-Way (VT or HZ) Wood Side Stop (VT or HZ) BO-1-ndi.,g L'OX: X: 0 3 2 6 Y -L"01 9 0 37 X: Y Y 0. ():D 93 j,,; c o P r'. e t o Xyl 0.0319 D qyra;J,r',: X: 15323 Y: 1 1 7 nomenand X-Y dire r ons olcout centj'oicl J 0.279r- ot(-ng TS9 c 0.126,511 wood Jamb (VT or HZ) Par' : m.ater. 4-C EDU—j. ng -ax X: -0,5527 C.6573 en X: J, 30C 0 262,19 t dz: P Y oc, s and X -Y 6i've, tic'-s h C t ce" tt-nid 1 0. 1665 0.0i: I C 94)98 1 ROBERT J. AMORUSO, P.E. F.B. P.E. CERTIFICATE OF AUTHORIZTION NO. 25935 FL. NO. 49752 s"Aw PI L PTC PRODUCT DESIGN GROUP, LLC Client: Pella Corporation Project #: 415-0309 Report #: 0507-4 Prepared by: RJA Date: 5/26/2015 P.O. Box 520775 Page 10 of 11 Longwood, Florida 32752 SECTION PROPERTY COMPARISON CHART (VT. & HZ.) Minimum of Compared Section Properties Brand Product Section Exterior MOI Wood Window Mullion Chart All Clad 4.1239 Architect Series Clad Frame (Direct Set All Clad 4.3409 Architect Series Casement All Wood 5.8819 Architect Series Model 4 DH Jamb Wood 10.9364 Architect Series Model 4 DH Head Wood 6.9324 Architect Series Model 3 DH Jamb Wood 7.7429 Architect Series Model 3 DH Head Wood 5.1873 Architect Series Casement All Clad 4.1239 Architect Series Model 3 DH lamb Clad 4.7736 Architect Series Model 3 DH Head Clad 4.6296 Architect Series Model 4 DH lamb Clad 6.7893 Architect Series Model 4 DH Head Clad 5AS33 Designer Series Casement All Clad 4.1239 Designer Series Double Hung Jamb Clad 5.0565 Designer Series Double Hung Head Clad 4.9788 Proline Casement All Clad 4.1239 Proline Double Hung Jamb Clad 4.9908 Proline Double Hung Head Clad 4.9565 MOE Wood x10A6psi) Discussion: 1). Frame Section Properties above provided by Pella Corporation. 2). Ixx is moment of Inertia about axis of bending of the mulled configuration , Ymax is the maximum distance from X" axis to outer fibers of the section in the "y" direction. Zx is section modulus = Ixx / y max. A is area. 3). The configuration with the lowest I and Z will envelope all other configurations. A is relatively the same for all, except the DS radius, therefore will not be deciding factor. 4). Based on the above comparison of sections the casement jamb is the worst case. 5). Comparison above based on section properties of the combined jamb sections only. F.B.P.E. CERTIFICATE OF AUTHORIZTION NO. 25935 ROBERTJ. AMORUSO, P.E. FL. NO.49752 PTC PRODUCT DESIGN GROUP, LLC P.O. Box 520775 Longwood, Florida 32752 THE FOLLOWING CONFIGURATIONS ARE EXAMPLES IN THIS REPORT 2-Way Client: Pella Project #: 415-0309 Report #: 0507-4 Prepared by: RJA Date: 5/26/2015 Page 11 of 11 ROBERT J. AMORUSO, P.E. F.B.P.E. CERTIFICATE OF AUTHORIZ'nON NO. 25935 FL. NO. 49752