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HomeMy WebLinkAbout116 Conch Key WCITY OF SANFORD JAN 0 5 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION F D BY: -- Application No: Documented Construction Value: $ /bS 9 YJ 6 Job Address: Historic District: Yes No Parcel ID: oZ9- I Q - Residential—Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Mdvet Description of Work: S cS C Plan Review Contact Person:— erson (\ Title: Phone: 7—(e3 ` Fax: Email: . Oe.6 Property Owner Information P— (" N`fi CQYLI Name - Wc4-ah-' - Street: 1 L (o (—' y vl GA VA l City, State Zip: cSO.V\ri-L '- L 3d- 71 Phone: Z5A I- 4 b-1 - a P 7 7 Resident of property? : Contractor Information Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Phone: - 7a7 co-3-7—P`1dv Fax: State License No.: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction'value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is 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 Signature of Contractor/Agent Date r, D yl9" Il % . Print Contractor/Agent's Name y/6 Signatur MARYLOU SESAK E. MY COMMISSION #FF146073 EXPIRES July 29, 2018 407) 398.0153 FloridallotaryService.com Contractor/Agent is i'X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: PR UTILITIES: ENGINEERING: W FIRE: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 4 +r I -12- l G Revised: June 30, 2015 Permit Application IIIIII IIIII IIIII IIIII IIIII IIIII IIII IIII d M0AIP- R'IARYfaIVE 11ORSEY SENINOLE• COUNTY THIS INSTRUMENT PREPARED BY: "' CLERK OF CIRCUIT COURT 2 COMPTROLLERName: Pella Windows and Doors BK '616 F's 1447 (Ifts ) Address: 350 SR 434 W. CLERK"' x 2016005127 Longwood, FL 32750 RECORDED 01/147/2016 02:09:28 F11 RECORDING FEES $10.00 NOTICE OF COMMENCEMENT RECORDED BY hde ore Permit Number: Parcel ID Number: 5—q• 34-51)l Ej 00 %kz) The undersigned hereby gives notice that improvement will be made to certain real properly, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the l,.k ao v C, eA-e V N. \l e-4 Q'p G'4 rty and street address if available) S. F S- Cl ce - P ICO k) Y1 C Wes. 2. GENERAL DESCRIPTION OF IMPROVEMENT: k(-a W\Y Q-S 3. OWN INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: I' I (,n (._C IwNl!AA ,i W CI-14 SQN'1° ca i' 7 67i( — c4. 5. Interest in properly: Fee Simple Title Holder (if other than owner listed above) CONTRACTOR: Name: Pella Windows and Doors Phone Number: 407-831-0600 Address: 350 SR 434 W. Longwood, FL 32750 SURETY ( if applicable, a copy of the payment bond is attached): 6. LENDER: Address: Phone Number: Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713. 13(1)(a)7., Florida Statutes. Phone Number: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF- THE NOTICE OF COMMENCEMENT ARE CONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR. PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perd th ury; 1declarethatjhave -read foregoingeand that the facts stated in it are true to the best of my knowledge and belief.- `j f / (Signal re of Owner cr Lessee, or Oyt ars or Lessee's / Print Name aril P ov(de Signalory'sTllle101ace) Au o * zed Otricer/Direcior/P rferlManager) State of I CCounty of\ r The foregoing instrument was acknowledged before me this A% day of 20 by \k'— Who is personally known to me OR Name Of person making statement ] who has produced identification t pe of identification produced: v CHRISTINE O' MALLEY U — MY COMMISSION # FF 087307 EXPIRES: January 2. 9, 2018 RTicIED COPY- MARYANP E MORSF, Not I9,atilrA Bonded 7hru Notary Public undarvir tern :LEF;f; tl 'HE Ci[-%CU' C^ R'F AND t ' :' ' OMPT iOLLCR r SEMIN ' v e y N, F RIDA 111ta 0 N 11% oBY.OmycimJAN 0" REQUIRED INSPECTION SEQUENCE lBP# 1 `- f (, Address: /[L Conic" ni W L BUILDING PERMIT ' Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) EmcTRICAL PERMIT Min I Max I Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final PMuMWXG ftMfr I I - Min Max Ins ection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL IPERMIT I I Min I Max I Inspection (Description Min I Max Mechanical Roug Mechanical Final Gas Unde Gas Rou Gas Final REVISEID: June 2014 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: Piper, Benjamin Sales Rep Phone: 386-316-5384 Sales Rep Fax: Sales Rep E-Mail: piperbj@Pella.com Customer Information Project/Delivery Address Order Information Vanessa Alexander Alexander,Vanessa,1644096 Quote Name: 350 116 Conch Key Way 116 Conch Key Way Order Number: 7216BPAE3 SANFORD, FL 32771-5215 Lot # Quote Number: 7291020 Primary Phone: (321) 4392877 Sanford, FL 32771-5215 OrderType: Instatled Sales Mobile Phone: County: Wall Depth: Fax Number: Owner Name: Payment Terms: WF 1159-6.9%APR 1/50th E-Mail: valexanderl3@cfl.rr.com Vanessa Alexander Tax Code: CAP IMP 2 Contact Name: Owner Phone: (321) 4392877 Cust Delivery Date: 01125/2016 Quoted Date: 10/22/2016 Great Plains M 1003139481 Contracted Date: 12110/2016 Customer Number: 1007404840 Booked Date: 12/17/2015 Customer Account: 1003139481 Customer PO #: L*t,ocetion: 1-0-None Assigned ADDPRRMCOR020001- Delivery & Disposal Qty 1 For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.pelia.corn Printed on 12/22/2015 Contract- Detailed Page 1 of 16 Customer: Vanessa Alexander Project Name: Alexander,Vanessa,1644096 Order Number: 721 Quote Number: 7291020 action shall be in Seminole County, Florida or in the county where the product is delivered at Seller's election. Buyer(s) waives its right to a trial by jury.on any claim or dispute between the parties. Project Checklist his-reViewed,. l400Kaz _.///c tcr, kf~ ustorner j___ - Please - print Haar. • - - - - --_ — - -- --- -- - Credit Card Approval Signature j, Pella Sales Rep Na a (Please print) i Pella Sales Rep Signature Date Taxable Subtotal 7,764.94 Sales Tax @ 0% 0.00 Non-taxable Subtotal 3,133.86 Total 10,898.79 Deposit Received 0.00 Amount Due 10,898.79 For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella®website at www.pella.com Printed on 11/3/2015 Contract - Detailed Page 12 of 12 350 state Road 434 W Longwood, Florida 32750WINDOWS & 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 Don Kirby Jon Thomas Timothy O'Malley Erick DeDios Aaron Hallich Christine O'Malley John Christianson Charles O'Neil Martin Sterling Gary Barson ards, Owner: Harold Alexander ualifier Address: 116 Conch Key Way Sanford, FL 32771 es amuel Rowland CBC046712 Pella Windows & Doors STATE OF FLORIDA COUNTY OF LAKE The foregoing instrument was acknowledged before me this 1-7day of f , 201 S by J`, VIES SAMUEL ROWLAND, who is personally known to me. Notary Public Print Name My commission expires: -7' 3 - `4 t cl Seal) CATHERINE MARLE3 NOTARY PUBLIC STATE OF FLORIDA COMWFFMW fires 713/2019 VIEWED To BE THE BEST" a\ s A. XX "CORD COPY City of Sanford BAN 0 5 2016 Building and Fire Prevention 13„__ " Product App Permit ## 1 6- 1 8 6 Project Location Address Specification Form SANFORD REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE i; 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 SlidingSAP Sectional A P ERMIT ISSUED SHALL BE CONSTRUED TO BE A ; Roll Up AU THORITY TO VIOLATE, CANCEL, ALTER OR S Automatic ASI E ANY OF THE PROVISIONS i Other HE BUILDING OFFICIAL FROM THEREAFTER 2. Windows Single Hun Horizontal Slider Casement . Double Hun 0\_ Sv I -71.y /yG71.s Fixed 5-0 Awning Pass Through Projected Mullions C yt;y; Wind Breaker VeMo, Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse j E.P.S Composite Panels i Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing i Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 M111 1#IW 41111111111fIMPONAl11I11L1111H1f1UlMalJowl1Irr RMUMIwrogwT1m111IM111MIF11mmw mlp .A IliI Category / Subcategory Manufacturer Product Description Florida Appl;-oval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights I Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/ Freezers Concrete Admixtures Precast Lintels i Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products i ri i' Applicant's Signature i Applicant's Name , D' Matl Please Print) June 2014 3 RIItTIiff-Ilfl r y anui wru I Customer: Vanessa Alexander Pnojoo Nums Alexander,Vaooxoo1644006 Order Number: 72108PAE3 Quote Number: 728102OLine # Location; Attributes 15' Nom od0o r ADDP0RK8COR020004'PoDDit Fee 'CAGO46T12 Qty' 1:ww~atanonm Size Double Hung, Equal Frame Size: 353wx371w pK0 aonop||ufonoaUon:Yes, Standard, Y1m Block,NuFouo |oouh 41 41 No8NAduom, sxmno,Color , Finish: White ` 756 Interior Color/ Finish: White Glass: Insulated Dual Lon-E sonoohnxvn^ Lon-EInsulating Glass Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, White, Standard Vent Stop, No Limited Opening Hardware, No Maximurn Opening Haf&lare, Integrated Vinyl Sash - uh uomon: Full Screen, !oviev` ' . onUm No Grille, vvmppI no|nfomoKou N o I riterior Tri m, Pe Ila Reoommended Qonmme.Pomnme Laoyth~14O",Glazing Press um=1oz ' Rough 0ponhng:02OJVOXSSO8SO ` | QUOMATMoOM0oOV ' Vinyl Flat Trim r(Lp) Qly 13 . INnTARMtOnouOoo1'iVNdoNvo xvodmx^ dvwo waUnumm 1 oUOMxTMnOMo3omo'Vinyl FpmoExpander y-p City 18 For more information mVur giha uh g,manhananuo'nom oandwana yof iPaUm0pmdudo.UhoPm ' Printed on 1 2 2U16 Cookoo Detailed Page 2 of 16 i , Customer: Vanessa Alexander Project Name: Alexander,Vanessa,1644096 Order Number: 72168PAE3 Quote Number: 7291020 line ft Location; Attributes 25 LivingSide x Pella 350 Series, Double Hting,1314.450 X 1568.450, White Qty 1 1: Non -Standard SizeNon-Standard Size Double Hung, Equal n Frame Size: 51 3M X 61 3/4 1 tr PK H General Information: Yes, Standard, Vinyl, Block, No Foam Insulated, 4 112"3 4 112", No Sill Adapter Exterior Color / Finish: White W 51.76 756 Interior Color / Finish: White Glass: Insulated -Dual Low-E SunDelenseT° Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, V+Ihile, Standard Vent Stop, No Limited Opening Hardware, No Maximum Opening Hardware, Integrated Vinyl Sash r. Lift Screen: Full Screen, InViewTm Grille: No Grille, Wrapping Information: No Interior Trim, Pella Recommended Clearance, Perimeter Length = 227", Glazing Pressure = 75. Rough Opening: 1327.150 X 1581.15 QUOMATMCOM010001 - Vinyl Flat Trim 1" (LF) Qty 40 QUOMATMCOM0300. 10 - Vinyl Frame Expander (LF) Qly 20 INSTARMCOR020001 - 1 Wide Non -Wood Window Drywall Return Qty 1 - For more information regarding the finishing, maintenance, service and warranty of all Pella© products, visit the Pella© website at www.pella.com Printed on 12/22/2015 Contract - Detailed Page - 3 of 16 Customer: Vanessa Alexander Project Name: Alexander,Vanessa,1644096 Order Number: 7216BPAE3 Quote Number: 7291020 Line # Location: Attributes • ••• 30 Living Front x Pella 350 Series, 2-Wide Double Hung,1847.850 X 1333.50, White Qty _ I :.... 1 1 _ 6i 1: Non -Standard SizeNon-Standard Size Double Hung, Equal I Frame Size: 36 1/8 X 52 1/2 j pK # General Information: Yes, Standard, Vinyl, Block, No Foam Insulated, 4 1/2", 4 1/2", No Sill Adapter S5a25, c 125 - Exterior Color/ Finish: While 756 Interior Color/ Finish: While Glass: Insulated Dual Low-E SunDerense'll Low-E. Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, White, Standard Vent Stop,'No Limited Opening Hardware, No Maximum Opening Hardware, Integrated Vinyl Sash ! Lift Screen: Full Screen, InViewru Grille: GBG, No Custom Grille, 3/4" Contour, Traditional (3W2H / 3W2H), While, White Vertical Mull 1: FactoryMull, 1/2" Integral Mullion - 2: Non -Standard SizeNon-Standard Size DOubte Hung, Equal - I/t) Frame Size: 36 1/8 X 52 1/2 General Information: Yes, Standard, Vinyl, Block, No Foam Insulated, 4 1/2", 4 1/2", No Sill Adapter Exterior Color Finish: While Interior Color / Finish: While Glass: Insulated Dual Low-E SunDefense'u Low-E Insulating Glass Argon Non High Altitude _ Hardware Options: Cam -Action Lock, While, Standard Vent Stop, No Limited Opening Hardware, No Maximum Opening Hardware, Integrated Vinyl Sash Lift Screen: Full Screen, InView'111 Grille: GBG, No Custom Grille, 3/4" Contour, Traditional (3W2H 13W2H), White, White Vertical Mull 1: FactoryMull, 1/2" Integral Mullion Wrapping Information: No Interior Trim, Pella Recommended Clearance, Perimeter Length = 251", Glazing Pressure = 90. Rough Opening: 1860.550 X 1346.2 INSTARMCOR900005 - Mulled Circlehead Charge Qty 1 INSTARMCOR020002 - 2 Wide Non -Wood Window Drywall Return Qly 1 QUOMATMCOM010001 -Vinyl Flat Trim 1" (LF) Qly 18 j QUOMATMCOM030010 - Vinyl Frame Expander (LF) Qty 18 INSTARMCOR900003 - Field Mulling - Per Mull Qty 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 12/22/2015 Contract - Detailed Page 4 of 16 Customer: Vanessa Alexander . Project Name: Alexander,Vanessa,1644096 Order Number: 7216BPAE3 Quote Number: 7291020 Line ft Location: Attributes 35 ABOVE LIVING FRONT Pella 350 Series, Direct Set Fixed Frame Arch Head,1847.850 X 444.50, White - Qty 1 Fianna :rc3105 - 7.4-38933 h 1: 72.7517.5 Fixed Frame Direct Set Arch Head ' pry Frame Size: 72 314 X 17 1/2 X 8 72.75 PK t{ General Information: No, Standard, Vinyl, Block, 4 1/2", 4 112" Exterior Color / Finish: While 756 Interior Color! Finish:'While Glass: Insulated Dual Low-E SunOefenseTu Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Grille: GBG, No Custom Grille, 3/4" Contour, Sunburst (6WO11), While, White Wrapping Information: Pella Recommended Clearance, Perimeter Length = 165", Glazing Pressure = 100. Rough Opening: 1860 550 X 457.2 Line 11 Location:- 40 None A ssigned x* Pella 350 Series Field Mttll Kit (Qty 1), Length: 72.75, White Qty 149-1: -1-1 Accessory - Frame Size: -1 X-1 PI(tf General Information: Standard, Block, 4 1/2", 4 1/2", Horizontal, 1" Standard Mullion Exterior Color / Finish: White 756 Interior Color/'Finish: While Wrapping Information: Perimeter Length = 0". Viewed From Exterior Lino tl - Location: : Attflbiltes 45 Entry x Pella 350 Series, Direct Set Fixed Frame Arch Head,1597,0250 X 444.50, White Qty ram?RaAv15-63.1914n35 - 1: 62.87517.5 Fixed Frame Direct Set Arch Head M- FI Frame Size: 62 7/8 X 17.1/2 X 9 1/8 1,5 o; PKit General Information: No, Standard, Vinyl, Nail Fin, 4 1/2", 1 3/8", 31/8" Exterior Color / Finish: While 756 Interior Color / Finish: White Glass: Insulated Dual Low-E SunDefenselu Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Grille: GBG, No Custom Grille, 3M" Contour, Sunburst (4WOH), White, While Wrapping Information: Pella Recommended Clearance, Perimeter Length = 147", Glazing Pressure =105. Rough Opening: 1609.7250 X 457.2 INSTARMCOR900040 - Stucco Cut-out INSTARMCOR900041 - Stucco Repair, Lineal Ft. Qty 1 Qty 14 For more information regarding the finishing, maintenance, service and warranty of all Pella® -products, visit the Pellae website at www.pella.com Printed on 12/22/2015 Contract - Detailed Page 5 of 16 Customer: Vanessa Alexander Project Name: Alexander,Vanessa,1644096 Order Number: 7216BPAE3 Quote Number: 7291020 INSTARMCOR020001 -1 Wide Non -Wood Window Drywall Return Qly 1 QUOMATMCOM010001 - Vinyl Flat Trim 1" (LF) Qty 7 Lino # Location; Attributes .. .... . 50 Front Bed Pella 350 Series, Double Hung, 908.050 X 1568.450, White Qty 1 n 1: Non -Standard SizeNon-Standard Size Double Hung, Equal Rramo Size: 35 3/4 X 61 3/4 PK S General Information: Yes, Standard, Vinyl, Block, No Foam Insulated, 4 112", 4112", No Sill Adapter Exterior Color Finish: While 5.75 756 Interior Color / Finish: White Glass: Insulated Dual Low-E SunDefenseT1d Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options:- Cam -Action Lock, White, Standard Vent Slop, No Limited Opening Hardware, No Maximum Opening Hardware, integrated Vinyl Sash Lift Screen: Full Screen, InViewT9 L, Cj •' 1 r : - Grille: No Grille, Wrapping Information: No Interior Trim, Pella Recommended Clearance, Perimeter Length = 195", Glazing Pressure = 75. Rough Opening: 920.750 X 10.150 . INSTARMCOR020001 -1 Wide Non -Wood Window Drywall Return Qly 1 I QUOMATMCOM030010 -Vinyl Frame Expander (LF) Qly 17 QUOMATMCOM010001 - Vinyl F1atTrim 1" (LF) Qly 17 j Attributes _ Ltne t1 :. Location: :.:" '_•' ..:.:, :...-..::.. • .. 55 Middle tied x Pella 350 Series, Double Hung, 908.050 X 1568.450, Whito city 1 1: Non -Standard SizeNon-Standard Size Double Hung, Equal n Frame Size: 35 3/4 X 61 3/4 PK # General Information: Yes, Standard, Vinyl, Block, No Foam Insulated, 4 1/2", 4 112", No Sill Adapter Exterior Color / Finish: While s5,5 756 IntoriorColor /•Finish: White Glass: Insulated Dual Low-E SunDefense"a Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, White, Standard Vent Stop, No Limited Opening Hardware, No Maximum Opening Hardware, Integrated Vinyl Sash Lift I 1 4 Screen: Full Screen, InView"11 Grillo: No Grille, Wrapping Information: No Interior Trim, Pella Recommended Clearance, Perimeter Length = 195", Glazing Pressure = 75. Rough Opening: 920,750 X 1581.150 QUOMATMCOM030010 - Vinyl Frame Expander (LF) City 17 QUOMATMCOM010001 - Vinyl Fiat Trim 1" (LF) City 17 INSTARMCOR020001 - 1 Wide Non -Wood Window Drywall Return Qty 1 d i For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella© website at www.pella.com Printed on 12/22/2015 Contract - Detailed Page 6 of 16 Customer: Vanessa Alexander Project Name: Alexander,Vanessa,1644096 Order Number: 7216BPAE3 Quote Number: 7291020 Line ff Location: Attributes 60 Maslerl3edx Pella 350 Series, Double Hung, 641,350 X 946.150, White City - * 1 - --- 1 1: Non -Standard SizeNon-Standard Size Double Hung, Equal Frame Size: 25 114 X 37 1/4 PK II General Information: Yes, Standard, Vinyl, Block, No Foam Insulated, 4 *112", 41/2", No Sill Adapter Exterior Color f Finish: While i t i 756 Interior Color / Finish: White GI 1 1 1 d D I T d Ob L E Ob S D f IIIL E I 1 t" GI A N H" I I - Viewed From Exterior Rough Opening: 654.050 X 958.850 ass, nsu a e ua empere scure oar- scure .1.a ense ow- nsu a ing ass rgon on g i A Obscure Glass Style: Paltern62(Standard) QUOMATMCOM030010 -Vinyl Frame Expander (LF) Qly 11 QUOMATMCOM010001 - Vinyl Flat Trim 1" (LF) Qly 11 INSTARMCOR020001 -1 Wide Non -Wood Window Drywall Return Qly - 1 Line H Location: : - .:.....:`..:`. •'.::'._:..::. F,ttribtltes 1 65 Master Bed Rtx Pella 350 Series, Double Hung, 908.050 X 1568.450, White City 1 1: Non -Standard SizeNon-Standard Size Double Hung, Equal Frame Size: 35 3/4 X 61 314 u PK H General information: Yes, Standard, Vinyl, Block, No Foam Insulated, 4 1/2", 4 112", No Sill Adapter f Exterior Color / Finish: White 756 Interior Color / Finish: White Glass: Insulated Dust Low-E SunDefenseT" Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, White, Standard Vent Stop, No Limited Opening Hardware, No Maximum Opening Hardware, Integrated Vinyl Sash Lift Screen: Full Screen, InView7l" Grille: No Grille, Wrapping Information: No Interior Trim, Pella Recommended Clearance, Perimeter Length = 195", Glazing Pressure = 75. 11011'tih Opening: 920.750X 1581.150 INSTARMCOR020001 -1 Wide Non -Wood Window Drywall Return QUOMATMCOM010001 - Vinyl Flat Trim 1" (LF) QUOMATMCOM030010 - Vinyl Frame Expander (LF) Qty 1 Qty- 17 Qty 17 For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit lire Pella& website at www.pelia.com Printed on 12/22/2015 Contract -Detailed Page - 7 of 16 Customer: Vanessa Alexander Project Name: Alexander,Vanessa,1644096 Order Number: 72160PAE3 QuotaNumber: 7291020 Line it • t,00ation;• : Attributes 70 Master Bed Ltx Pella 350 Series, Double Hung, 908.050 X 1568.450, White Qty Cnn - 1: Non -Standard SizeNon-Standard Size Double Hung, Equa[ L Frame Size: 35 3/4 X 61 3/4 PK # General Information: Yes, Standard, Vinyl, Block, No Foam Insulated, 4 1/2", 4 1/2", No Sill Adapter Exterior Color / Finish: While 3575 756 Interior Color / Finish: While Glass: Insulated Dual Low-E SunDefenseTid Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, -White, Standard Vent Stop, No Limited Opening Hardware, No Maximum Opening Hardware, Integrated Vinyl Sash Lift Screen: Full Screen, InViewTM Grille: No Grille, Wrapping information: No Interior Trim, Pella Recommended Clearance, Perimeter Length = 195", Glazing Pressure = 76. Rough opening: 920.750 X 1581.150 QUOMATMCOM010001 -Vinyl Flat Trim 1" (LF) Qty 17 QUOMATMGOM030010 -Vinyl Frame Expander (LF) Qly 17 INSTARMCOR020001 -1 Wide Non -Wood Window Drywall Return Qty 1 Line g...... Localion:' . •.- .:: ..c .::...,.... Attributes. 75 None Assigned PROMOTMCOR010004 - Branch Promotion - Qty For more information regarding the finishing, maintenance, service and warranty of all Pella© products, visit the Pella@ website at www.pella.com Printed on 12/22/2015 Contract - Detailed Page 8 of. 16 I I I it I' i II I I 'i I I 9 111 Florida Building Code Online Page 1 of 3 n Fs spy, i , 4 ' .',{ r ' • , : b r *. '! ,"r r ,„i ,,,' rAn,dd Depaitmentf BCIS Home Log In ; User Registration Hot Topics Submit Surcharge i Stats & Facts i Publications I FBC Staff BCIS Site Map ! Links +Search i 3 sines , Professi I"I Ia ? product Approval USER: Public User Regulation ii .W.10 'I Product Aooroval Menu > Product or Aoplication Search > Application List > Application Detail r g FL # FL14671-R4 r Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 641)621-6096 pellaproductapproval@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@pella.com Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Charles A. Pagen P. E., Ph. D. Fenestration Technology Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 Equivalence of Product Standards Certified By V'I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) r v are in compliance with the new- Florida Building Code. Documentation from approved Evaluation or Validation Entity <:Yes No N/A Y https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNvtDgswSZVN fe8A7P\-X... 12/22/2'015 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 14671.1 High Performance Pella Vinyl 350 Series Double Hung (non -impact) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: 1) Configurations of glass shall conform to current ASTM E1300; 2) Frame types shall be 3.25" Pocket, Fin, 4.5" Block, or Flange 14671.2 I High Performance Pella Vinyl 350 Series Double Hung (non -impact) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: 1) Configurations of glass shall conform to current ASTM E1300 14671.3 High Performance Pella Vinyl 350 Series Double Hung (non -impact) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: 1) Configurations of glass shall conform to current ASTM E1300; 2) Frame types shall be Fin, 4.5" Block, or Flange Method 1 Option A 02/17/2015 02/17/2015 02/22/2015 Description Size: 40" x 63" Certification Agency Certificate FL14671 R4 C CAC 411-H-1256-08.pdf Quality Assurance Contract Expiration Date 02/10/2019 Installation Instructions FL14671 R4 II PELL0006 SERIES350-45DH A.odf FL14671 R4 II PELL0007 SERIES350-325DH A.odf Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14671 R4 AE PERNoIS05 Series 350-DH Revl.pdf Created by Independent Third Party: Yes Size: 54" x 78"; Pocket Frame Certification Agency Certificate FL14671 R4 C CAC 411-H-1256-06.odf Quality Assurance Contract Expiration Date 01/31/2019 Installation Instructions FL14671 R4 II PELL0007 SERIES350-325DH A.odf Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14671 R4 AE PERNo1805 Series 350-DH Revl.odf Created by Independent Third Party: Yes Size: 54" x 78"; Fin Frame Unit Certification Agency Certificate FL14671 R4 C CAC 411-H-1256-00.odf Quality Assurance Contract Expiration Date 02/03/2019 Installation Instructions FL14671 R4 II PELL0006 SERIES350-45DH A.odf Verified By: Robert]. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14671 R4 AE PERNo1805 Series 350-DH Revl.pdf Created by Independent Third Party: Yes 14671.4 Standard Performance Pella Vinyl Size: 40" x 63" 350 -Series Double Hung (non - impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14671 R4 C CAC 411-H-1259-00.odF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/11/2019 Design Pressure: +40/-40 Installation Instructions Other: 1) Configurations of glass shall conform to current FL14671 R4 II PELL0006 SERIES350-45DH A.Ddf FL14671 R4 II PELL0007 SERIES350-325DH A.odfASTME1300; 2) Frame types shall be 3.25" Pocket, Fin, 4.5" Verified By: Robert J. Amoruso 49752Block, or Flange Created by Independent Third Party: Yes Evaluation Reports FL14671 R4 AE PERNo1805 Series 350-DH Revl.odf Created by Independent Third Party: Yes 14671.5 Standard Performance Pella Vinyl 350 Series 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 Size: 54" x 78" Certification Agency Certificate FL14671 R4 C CAC 411-H-1267-00.odf Quality Assurance Contract Expiration Date 01/31/2019 Installation Instructions https://flo* idabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfeSA7RX... 12/22/201 D IA I 1 !', rr,llnl>! Florida Building Code Online Page 3 of 3 Other: 1) Configurations of glass shall conform to current FL14671 R4 II PELL0006 SERIES350-45DH A.Ddf FL14671 R4 II PELL0007 SERIES350-325DH A.DdfASTME1300; 2) Frame types shall be 3.25" Pocket, Fin, 4.5" Verified By: Robert J. Amoruso 49752Block, or Flange Created by Independent Third Party: Yes Evaluation Reports FL14671 R4 AE PERNo1805 Series350-DH Revl.Ddf Created by Independent Third Party: Yes 14671.6 Standard Performance Pella Vinyl Size: 146" x 78"; 3-Wide; Fin Frame 350 Series Double Hung 2-Wide or 3-Wide (non -impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14671 R4 C CAC 411-H-1327-00.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/22/2019 Design Pressure: +25/-25 Installation Instructions Other: 1) Configurations of glass shall conform to current FL14671 R4 II PELL0006 SERIES350-45DH A.odf Verified By: Robert]. Amoruso 49752ASTME1300; 2) Widths not to exceed 54" for each individual double hung; 3) Frame types shall be Fin, 4.5" Created by Independent Third Party: Yes Block, or Flange Evaluation Reports FL14671 R4 AE PERNo1805 Series 350-DH Revl.Ddf Created by Independent Third Party: Yes 14671.7 Standard Performance Pella Vinyl Size: 146" x 78"; 3-Wide; Pocket Frame 350 Series Double Hung 2-Wide or 3-Wide (non -impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14671 R4 C CAC 411-H-1326-00.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/21/2019 Design Pressure: +25/-25 Installation Instructions Other: 1) Configurations of glass shall conform to current FL14671 R4 II PELL0007 SERIES350-325DH A.odf Verified By: Robert J. Amoruso 49752ASTME1300; 2) Widths not to exceed 54" for each individual double hung Created by Independent Third Party: Yes Evaluation Reports FL14671 R4 AE PERNo1805 Series350-DH Revl.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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 emaiis 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: Chick ®. l'CUrity Ni1111tS f Y A 1 f I https://tloridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQti ,tDgswSZVNfe8A7kX... 12/22/2015 PELIA CORPORATION SERMS 350 4112" 1lNYL DOUBLE HUNG WINDOW INST"l ATIONANCSORA GE DETAILS GENERAL NOTES: 1. THIS PRODUCT HAS BEEN EVALUATED AND IS DESIGNED TO COMPLY WITH THE CURRENT INSTALLATION NOTES: EDITION OF THE FLORIDA BUILDING CODE AND FLORIDA RESIDENTIAL CODE BASED ON TESTING TO THE PERFORMANCE STANDARDS LISTED BELOW AT THE DESIGN PRESSURE(S) STATED 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT. HEREIN. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK TEST REPORTS AND ASSOCIATED LABORATORY STAMPED DRAWINGS AS CERTIFIED BY WDMA VENEER AND SIDING. AND DOCUMENTED IN THEIR HALLMARK CERTIFICATE OF CONFORMANCE AND LICENSE (CCL). 1.1. AAMAIWDMAICSA 101II.S.2/A440-08 2. THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY, 2X FRAMING AND METAL FRAMING SUBSTRATES AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. 4.1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALCLOADS TO THE STRUCTURE. BUCK DESIG14 AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. 5. WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST, THIS PRODUCT SHALL USE AN IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR WINDBORNE DEBRIS REGIONS. 6. SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. 7. BOUNDING BOX DIMENSIONS FOR GEOMETRIC FIXED WINDOW SHAPES MUST BE EQUAL TO OR LESS THAN RECTANGULAR DIMENSIONS SHOWN HEREIN. 6. WIIJDOW FRAME:MATERIAL: VINYL (PVC) 9. GLASS MEETS THE REQUIREMENTS OF ASTM E1300.04al. 10. DESIGNATIONS'X' AND'O' STAND FOR THE FOLLOWING (AS APPLICABLE): 10.1. X: OPERABLE LITE, SASH OR PANEL 10.2. O: FIXED LITE, SASH OR PANEL 11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING AND RESIDENTIAL CODES. 12. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED WINDOW ASSEMBLY. 13. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATERPROOFING OF THE INSTALLED WINDOW IS NOT„PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER AND/OR THE INSTALLER. 14. SECTION VIEWS ARE SHOWN WITH ALUMINUM STIFFENER BARS INCLUDED IN THE SASH. EACH STIFFENER BAR MAY OR MAY NOT BE REQUIRED BASED ON UNIT SIZE AND DESIGN PRESSURE. 2. SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR, AND/OR MANUFACTURER'S ANCHOR SPECIFICATIONS, INCLUDING MINIMUM NOMINAL SIZE, MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE DISTANCES. 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT. 2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE RESISTING SYSTEM SUBSTRATE. 3. SEE SHEETS S. 6 AND 7 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. 4. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 5. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE ED AND THE MAXIMUM ON CENTER D.C.) SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH THE TABLES ON SHEET 2. END DISTANCES AND O.C. SPACINGS LESS THAN THAT SHOWN IN THE TABLES ON SHEET 2 ARE ACCEPTABLE. 6. MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF WOOD COMPOSITE, HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL. 6.1. FOR BLOCK & FLANGE FRAME INSTALLATIONS, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 6.2. FOR FIN FRAME INSTALLATIONS, SHIM 1/2- FROM EACH INTERIOR CORNER OF THE WINDOW, BENEATH INTEGRAL MVLLION(S), AND 18- O.C. THEREAFTER. 7. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2. SEE SHEET 2 FOR DESIGN PRESSURES. SEE GENERAL NOTE 12 FOR ADDITIONAL REQUIREMENT; TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 GENERAL NOTES, INSTALLATION NOTES & TABLE OF CONTENTS 2 ANCHOR SCHEDULES AND DP CHART 3-4 ELEVATIONS & ANCHOR LAYOUTS 5-7 INSTALLATION CROSS SECTIONS 8 BILL OF MATERIALS U) w g I Rto o LL SU 9 w Ali, LLO 's zm ° z = Fwwma1 Lu _ ° w ••, <i gaoc- m z QI- WS0 m U) Q JZ O ¢ z0 ° 0m 5>- $a' w w ¢ " s oz 5 to y rnwF R z . Robert J. Amoroso, P.E. Florida P. E. No. 49752 INSTALLATION ANCHOR SCHEDULE ._ WINDOWFRAME MANUFACTURER EMBEDMENT(INI EDGEDISTANCEPN) ANCHORGPACfIiFS TYPE FASTENERHEADTYPE FASTENERSQE SUBSTRATE AND/OR 2) 2) BASED ON SPECIFICATION NAILING FIN ROOFING NAIL 11 GAUGE WOOD 11 GAUGEROOFING appY lm tely are' WOOD WITH A MINIMUM NALIxl-1/2'IONG 1.1/2' SPECIFIC GRAVITY OF 042 I7W TAPCONS(1) 1.1/1' 1-2/8' MIN. 2000 PSI CONCRETE ELCO ULTRACONS 1-3/8" 1' MIN. 2500 PSI CONCRETE roNCRETE -- ELCO CRETE-RDf SS4 2' 1-7/8' IN 2500 PSI CONCRETE HILTI KWIK.CON II 1.2/2' 1.2/8" MIN 2000 PSI CONCRETE flAT00. NIX IIGD 3/16' ITW TAPCONS ISI 1' 2' ELCO ULTRACONS 1-1/4' 1' MASONRY STRENGTH CONFORMANCE BIACK/CMUI TO ASTM C-90, MEDIUM ELCO CRETE•FLEX SS4 1.1/4'_ 1.7/8- FLANGE FRAME WEIGHT AND BLOCK FRAME HIITiKWIK{ONII 1' 1.1/8' - USING ANSI BIB 61 THROUGH FRAME WOOD SCREWI D) WOOD WITH A MINIMUM ANCHOR WOOD 1-1/2" 1' SPECIFIC GRAVITY OF 042ASMEBIB64 OR TAPPING SCREW) (2) RIP ANCHOR 20 GAUGE (00346' MIN. TNK)$TEEL ASME B1864 1' ASTM"53 STEEL YIELD STRENGTH STEEEELOROR FLAT OR PAN HEAD NO. ]0 INCLUDING STEEL STUDS TAPPINGSCREW)(2) FULLYPENETRATE SUBSTRATE WITH BETTER -- I/8"MIN.THIL ASMEB1864 3THREADS- 1'-' ASTM A-36 STEEL 36 KSI STEEL RAPPING SCREW)(2) PROTRUDING YIELDSTRENG% STEELOR BETTER NLERNALLY 0060'MIN THIL ASME 8186.4 6063-TS ALUMI NUM OR ALUMINUM TAPPING $CREWI P) 1• BETTER NOTES: 1) WHEN I TAPCONS ARE USED FOR CONCREMIMASONRY INSTALLATION, THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE-- "-`-- 2) FOR WOOD AND TAPPING SCREWS IF SPLIT! NG IS ACONCERN, DRIU.7/64' PILOT HOLE FOR FIANGE/BLOCK FRAME INSTALLATION OR 3/32- PILOT HOLE FOR NAIU NO FIN — INSTALIANOM NOTES: 1. INSTALLATION ANCHOR SCHEDULE TABLE LISTS APPROVED ANCHOR SPECIFICATIONS BASED ON THE WINDOW FRAME TYPE AND SUBSTRATE. 2. 4-1/2" FRAME - NAILING FIN & BLOCK/FLANGE FRAME INSTALLATION - SINGLE CONFIGURATION TABLE LISTS THE FOLLOWING INFORMATION. 2.1. REQUIRED ANCHOR TYPE BASED ON SUBSTRATE. 2.2. END DISTANCE (ED) OF ANCHORS AT FRAME ENDS AS DIMENSIONED ON ELEVATION DRAWINGS. 2.3. MAXIMUM O.C. (ON CENTER) SPACING FOR -ANCHORS BETWEEN THE FRAME END ANCHORS DIMENSIONED ON ELEVATION DRAWINGS. 2.3.1. QUANTITY OF ANCHORS BASED ON MEETING THE O.C. SPACING REQUIREMENTS. 2.4. MAXIMUM WINDOW SIZES (W x H) 2.5. MAXIMUM DESIGN PRESSURE (DP) 3. 4-1/2" FRAME -NAILING FIN & BLOCK/FLANGE FRAME INSTALLATION -TWIN & TRIPLE CONFIGURATION TABLE LISTS THE FOLLOWING INFORMATION. 3.1. REQUIRED ANCHOR TYPE BASED ON SUBSTRATE. 3.2. • END DISTANCE (ED) OF ANCHORS AT FRAME ENDS AS DIMENSIONED ON ELEVATION DRAWINGS. 3.3. MAXIMUM O.C. (ON CENTER) SPACING FOR ANCHORS BETWEEN THE FRAME END ANCHORS DIMENSIONED ON ELEVATION DRAWINGS. 3.3.1. QUANTITY OF ANCHORS BASED ON MEETING THE O.C. SPACING REQUIREMENTS. 3.4. MAXIMUM WINDOW SIZES (W x H) 3.5. MAXIMUM DESIGN PRESSURE (DP) 3.6. TRANSITION BAR (INTEGRAL MULLION) ANCHOR CLUSTER INCLUDING: 3.6.1. QUANTITY OF CLUSTERED ANCHORS, AND . 3.6.2. MINIMUM SPACING OF CLUSTERED ANCHORS. 4-1/2" FRAME - NAILING FIN & BLOCK/FLANGE FRAME INSTALLATION - SINGLE CONFIGURATION FRAME CONFIGURATION- ANCHOR (SEE - ANCHOR SCHEDULE) - MAX. WINDOW SIZE_ END DISTANCE (ED) in) MAX. D.C. (In) - DP (psQ W (In) H (In) HEAD/SILL JAMBS HEAD/SILL JAMBS 11 GAUGE- ROOFING NAIL 54 78 60 4NAILINGFIN40636044 4 FLANGE FRAME- AND BLOCK FRAME USING THROUGH FRAME. ANCHOR OR CLIP ANCHOR- 54 78 40 16.5 54- 78- 60- 11.0- NO. 10WS(ANSI B38.6.1) 40 63 40 17.0- 40 63 60 40 78 40 16.5 40 78 60 6 6 14 13.0 3/16" CONCRETE SCREW OR---- NO.10 TAPPING SCREW (ASME B18.6.4) 54-- 78- 40- 16.5 54 78 60 40 63 40 17.0- 40 63 60 40 78 40 16.5 40 78 60 4-1/2" FRAME - NAILING FIN & BLOCK/FLANGE FRAME INSTALLATION -TWIN & TRIPLE CONFIGURATION ME CONFIGURATION MAX. WINDOW SIZE DP (pSO TRANSITION BAR-- ANCHOR CLUSTER AT HEAD/SILL END DISTANCE (ED) in) ANCHOR (SEE ANCHOR SCHEDULE) MAX. O.C. (In) W (in)- H(in)- Qty.— MIN O.C.' in - HEAD/SILL JAMBS- HEAD/SILL IAMBS- 146 78 40 5 1 146 78 1 60 7 1 NAILING FIN - 11 GAUGE ROOFING NAIL 4 4 4 4 121- 78- 40 4 "" 1_--- 121 78 60 1 6 1 146 78 40 5 1 18S- 15 146-- 78- 60- 7 T 1- 6- 6- 12- NO.10 WS'(AN51 B18.6.1) 121 78 40 4 1 15 FLANGE FRAME AND 19 121 78 60 6 1 14.5 146 --- 78- 40-- 3---- 2- 18.5- BLOCK FRAME - 146 78 60 5 2 6 15 USING THROUGH FRAME 3/16" CONCRETE SCREW 6 121 78 40 3 2 ANCHOR 19 121-- 78 -- 60-- 4---2- NO.30 TAPPING SCREW (ASME B38.6.4)----- 146 78 40 3 1 6 6 OR - ---- CLIPANCHOR 18.5 15 146 78 60 5 1 121 - 78-- 40 --• 3-- 1- 121 78 60 4 1 7 Q w a. m LU L9 Z z U2CL ova O 0 o iQQ=W UJ 0 CO 2 rn Qm K E NOF-Ii p Q Y~ Z a(n<wO(n g vaSZo J w 73>9 Q5"LUWJ0 U oLU00vCC wQ RAE Robert J. AmonlBo• P.E. FbHoa P.E. No. 49752 MAX. UNIT WIDTH SEE MAX. UNIT WIDTH SEE TABLE SHEET 2 - TABLE SHEET 2 INSTALLATION ANCHOR CLUSTER SEE TABLE SHEET 2 SEE NOTE 2 4" MAX. A 4" MAX. FOR SIZE AND MAX. p THIS SHEET b O.C. SPACING. (SEE NOTE 4" MAX. I 5 4" MAX. 1 THIS SHEET) 4" MAX. 5 4" MAX. SERIES 4" MAX. T MAX. UNIT 5 HEIGHT SEE TABLE SHEET 2 4" MAX. HUNG v j 4 X 41 350 SINGLE VINYL DOUBLE 4" qMAX..4" 4" MAX. FIN FRAME EXTERIOR VIEW MAX, UNIT WIDTH SEE TABLE SHEET 2 CLUSTER EE NOTE 2 THIS SHEET 4" MAX. o SEE CNOTEE2 ESRIES 350 TRIPLE VINYL DOUBLE HUNG THIS SHEET r FIN FRAME EXTERIOR VIEW SEE NOTE 4 SHEET 3 1 i i x i CLUSTER SEE NOTE 2 THIS SHEET SERIES 350 TWIN VINYL DOUBLE HUNG FIN FRAME EXTERIOR VIEW INSTALLATION ANCHOR SEE TABLE SHEET 2 FOR SIZE AND MAX. O.C. SPACING. (SEE NOTE 1 THIS SHEET) INSTALLATION ANCHOR SEE TABLE SHEET 2 FOR SIZE AND MAX. gO.C. SPACING. (SEE NOTE 1 THIS SHEET) v U w O w SEE NOTE 0- 3 SHEEP 3 MAX. UNIT 3" MAX. I HEIGHT SEE 5" MAX. TABLE SHEET 2 T SEE NOTE 3 SHEET 3 r SEE NOTE 3 SHEET 3 MAX. UNIT HEIGHT SEE TABLE 3" MAX. SHEET 2 NOTES: 5" MAX. 1. QUANTITY OF ANCHORS BASED ON MEETING THE O.C. SPACING REQUIREMENTS SHOW ON SHEET 2 TABLES. 2. SEE SHEET 2 FOR CLUSTERED ANCHOR QUANTITIES AND MINIMUM SPACING. CLUSTERED ANCHORS SHALL BE SEE NOTE EVENLY GROUPED ON EACH SIDE OF THE INTERNAL 3 SHEET 3 MULLION CENTERLINE WITH SUBSEQUENT SPACING BETWEEN ANCHORS AS INDICATED ON SHEET 2 TABLES. 3. ALL FRAME SIZES IN THE TWIN AND TRIPLE CONFIGURATION WILL HAVE (1) INSTALLATION ANCHOR 3" ABOVE AND 5" BELOW MEETING RAIL CENTER LINE. 4. ANY DOUBLE HUNG WINDOW IN A TRIPLE CONFIGURATION MAY BE REPLACED WITH A FIXED WINDOW AS QUALIFIED CLUSTER BY TESTING AND CERTIFIED BY THIS PRODUCT APPROVAL SEE NOTE 2 DOCUMENT. THIS SHEET Robert J. /unoruso. P.E. Florida P.E. No. 49752 16" 6" MAX. UNIT WIDTH SEE TABLE SHEET 2 INSTALLATION ANCHOR 6" MAX. 6' MAX. SEE TABLE SHEEP 2 CE FOR SIZE AND MAX. I 10 THISPSHIEET) ( SEE NOTE 6" MAX. / 7 D 6 MAX. UNIT HEIGHT SEE TABLE fSHEET 2 6" MAX. i SERIES 350 SINGLE VINYL DOUBLE HUNG BLOCK/ FLANGE FRAME THROUG14 FRAME OR CLIP INSTALLATION EXTERIOR VIEW 6` 6` MAX. UNIT WIDTH SEE TABLE SHEET 2 INSTALLATI01 r 6" MAX. CLUSTER 6" MAX SEE NOTE 2 SEE TABLE FOR SIZE A C E THIS SHEET O.C. SPAC N 6 NOTE 1 THI MAX. F X X SEE NOTE 13 SHEET 4 1- MAX. L 3" MAX. HEIGHT F D 6 5' MAX. TABL SHEET f f=E D 3ESHEEfE4 MAX. CLUSTER JLG IVVIC L THIS SHEET SERIES 350 TWIN VINYL DOUBLE HUNG BLOCK/ FLANGE FRAME THROUGH FRAME OR CLIP INSTALLATION MAX, UNIT WIDTH SEE TABLE SHEET 2 E 6" MAX. CLUSTER 6" MAX EE NOTE 2 C E THIS SHEET _ ` 7 — INSTAL SEE TA FOR SI O.C. s 1 THIS MAX. I j SEE NOTE 3 SHEET 47 D 1 MAX. L 3" MAX. HEIGHT 6 5' MAX. TABL SHEET f f f X X X SEE NOTE 3 SHEET 4 MAX. SEENOTECE2 CLUSTERSERIES 350 TRIPLE VINYL DOUBLE HUNG SEE NOTE 2 THIS SHEET BLOCK/FLANGE FRAME THROUGH FRAME OR CLIP INSTALLATION THIS SHEET EXTERIOR VIEW SEE NOTE 4 SHEEP 4 XTERIOR VIEW CATION ANCHOR BLE SHEET 2 ZE AND MAX. P ACING. ( SEE NOTE SHEET) ANCHOR 3HEEf 2 ID MAX. 3. (SEE SHEET) NIT SEE 2 NOTES: NIT 1. QUANTITY OF ANCHORS BASED ON MEETING THE O.C. SEE SPACING REQUIREMENTS SHOW ON SHEET 2 TABLES. 2. SEE SHEET 2 FOR CLUSTERED ANCHOR QUANTITIES AND 2 MINIMUM SPACING. CLUSTERED ANCHORS SHALL BE EVENLY GROUPED ON EACH SIDE OF THE INTERNAL MULLION AND SPACED 3" FROM THE MULL CENTERLINE. SUBSEQUENT SPACING BETWEEN ANCHORS SHALL BE AS INDICATED ON SHEET 2 TABLES. 3. ALL FRAME SIZES IN THE TWIN AND TRIPLE CONFIGURATION WILL HAVE (1) INSTALLATION ANCHOR 3" ABOVE AND 5" BELOW MEETING RAIL CENTER LINE. 4. ANY DOUBLE HUNG WINDOW IN A TRIPLE CONFIGURATION MAY BE REPLACED WITH A FIXED WINDOW AS QUALIFIED BY TESTING AND CERTIFIED BY THIS PRODUCT APPROVAL DOCUMENT. i U a- 9 w o¢ oW0 Zoe z O w mo w!! w m W F a Oit p~ W z cn Z - rLL 0 a g> J a W goa` ow ILa nZ Robert J. Amon—. P.E. Florida P. E. No. 49752 MIN. EMBEDMENT SEE TABLE SHEET 2 I INTERIOR FINISH EXTERIOR FINISH BY OTHERS BY OTHERS INSTALLATION ANCHOR 2X WOOD FRAMING SEE TABLE SHEET 2 BY OTHERS APPLY EXTERIOR FLASHING ACCORDING TO MANUFACTURER'S INSTRUCTION MIN. EDGE DIST. SEE TABLE SHEET 2 1 /4" MAX. SHIM pQ APPLY INTERIOR SEALANT ACCORDING TO MANUFACTURER'S INSTRUCTION EXTERIOR P INTERIOR 6 n ttrll APPLY INTERIOR 1 SEALANT ACCORDING TO D MANUFACTURER'S INSTRUCTION 1/4" MAX. CD r]or--I F SHIM APPLY EXTERIOR FLASHING ACCORDING TO MIN. EDGE DIST. MANUFACTURER'S INSTRUCTION SEE TABLE SHEEP 2 INSTALLATION ANCH P SEE TABLE SHEET 2 INTERIOR FINISH EXTERIOR FINISH BY OTHERS BY OTHERS MIN. EMBEDMENT I 2X WOOD FRAMING SEE TABLE SHEET 2 -I BY OTHERS A VERTICAL CROSS SECTION 5 FIN INSTALLATION MIN. EDGE DIST. SEE TABLE SHEET 2 INTERIOR FINISH BY OTHERS 1 /4" MAX. SHIM APPLY INTERIOR 9 SEALANT ACCORDING TOMANUFACTURER'S INSTRUCTION 1 2INTERIOR 2X WOOD FRAMING—\\ yBYOTHERS Q O MIN. EMBEDMENT Q SEE TABLE SHEET 2 6 0 INSTALLATION ANCHOR O Oo SEE TABLE SHEET 2 3 EXTERIOR FINISH BY OTHERS APPLY EXTERIOR EXTERIORFLASHINGACCORDINGTO MANUFACTURER'S INSTRUCTION B HORIZONTAL CROSS SECTION 5 FIN INSTALLATION a v v, w xt ao U D O a W O LL zw Z2 F- L) Z = wcn Ko8O ion Z0E- npK e al a.w 0 g 0z yozc joa! g I way V, U) 9 ui Ln 8 14i. 9 Robert J. A mo• P.E. Fbdda P.E. No. 49752 MIN. EDGE DIST. INSTALLATION ANCHOR SEE TABLE SHEET 2 SEE TABLE SHEET 2 SUBSTRATE VARIES SEE TABLE SHEET 2. MIN. EMBEDMENT SUBSTRATE BY OTHERS SEE TABLE SHEET 2 OPTIONAL 1X BUCK BY MIN. EMBEDMENT OTHERS, 1X BUCK TO BE SEE TABLE SHEET 2 PROPERLY SECURED. SEE GENERAL NOTE 4 SHEET 1. APPLY EXTERIOR SEALANT- ACCORDING TO ED Q 1/4" MAX. MIN. EDGE DIST. MANUFACTURER'S: INSTRUCTION a SHIM SEE TABLE SHEET 2 Q INSTALLATION CLIP APPLY INTERIOR SEALANT ACCORDING TO MANUFACTURER'S INSTRUCTION INSTALLATION ANCHOR 2) SCREWS PER CLIP SEE TABLE SHEET 2 1 3 THROUGH CLIP HOLES r 2 SEEUTBABLETSHEETI 2S 6 SUBSTRATE BY OTHERS EXTERIOR INTERIOR OPTIONAL 1X BUCK BY OTHERS, 1X BUCK TO BE 6 PROPERLY SECURED. SEE I1 GENERAL NOTE 3 SHEET 1 APPLY EXTERIOR SEALANT ACCORDING TO MANUFACTURER'S INSTRUCTION OPTIONAL 1X BUCK BY OTHERS; 1X BUCK TO BE PROPERLY SECURED. SEE GENERAL NOTE 4 SHEET 1 SUBSTRATE .VARIES SEE TABLE SHEET 2. SUBSTRATE BY OTHERS 1/4" MAX. SHIM INSTALLATION CLIP APPLY INTERIOR SEALANT ACCORDING TO MANUFACTURER'S INSTRUCTION 2) SCREWS PER CLIP THROUGH CLIP HOLES 2INTERIOR 2) SCREWS PER CLIP V////U)L--` THROUGH CLIP HOLES J// EXTERIOR APPLY INTERIOR APPLY EXTERIOR SEALANT ACCORDING TO SEALANT ACCORDING TO MANUFACTURER'S INSTRUCTION MANUFACTURER'S INSTRUCTION INSTALLATION CLIP F HORIZONTAL CROSS SECTION BLOCK/FLANGE FRAME CLIP INSTALLATION 1 /4" MAX. SHIM MIN. EMBEDMENTTF/// SEE TABLE SHEET 2 INSTALLATION ANCHOR SEE TABLE SHEET 2 MIN. EDGE DIST. SEE TABLE SHEET 2 E VERTICAL CROSS SECTION 7 BLOCK/rLANGE FRAME CLIP INSTALLATION CD m 3 v c at aV w o n o w c Cz z 7 U Iw a m G z OwWmfq xw 0 7 F aWN O ipV O 1 Z a co 5z° g a(`Q ILLILN tl C, U LLJ Ln e I g Robed J. An-o. P.E. Fbdda P.E. No. 49752 MIN. EDGE DIST. INSTALLATION ANCHOR SEE TABLE SHEET 2 SEE TABLE SHEET 2 SUBSTRATE VARIES SEE TABLE SHEET 2. MIN. EMBEDMENT SUBSTRATE BY OTHERS SEE TABLE SHEET 2 OPTIONAL 1X BUCK BY MIN. EMBEDMENT OTHERS, 1X BUCK TO BE SEE TABLE SHEET 2 PROPERLY SECURED. SEE GENERAL NOTE 4 SHEET 1 L APPLY EXTERIOR 1 SEALANT ACCORDING TO QuQ J 1/4" MAX.T MIN. EDGE DIST. MANUFACTURER' S INSTRUCTION n I_ JJ U SHIM SEE TABLE SHEEP 2 Q D INSTALLATION CLIP APPLY INTERIOR J SEALANT ACCORDING TO MANUFACTURER' S INSTRUCTION INSTALLATION ANCHOR 6J 2) SCREWS PER CLIP SEE TABLE SHEET 2 1 3 THROUGH CLIP HOLES SUBSTRATE VARIES 2 SEE TABLE SHEET 2. 6 SUBSTRATE BY OTHERS EXTERIOR D' P INTERIOR APPLY EXTERIOR SEALANT ACCORDING TO MANUFACTURER' S INSTRUCTION OPTIONAL 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED. SEE GENERAL NOTE 4 SHEET 1 SUBSTRATE VARIES -- SEE TABLE SHEET 2. SUBSTRATE BY OTHERS 1 / 4" MAX. SHIM INSTALLATION CLIP APPLY INTERIOR SEALANT ACCORDING TO rMANUFACTURER' S INSTRUCTION R CLIP THROUGH CLIP WEHOLESINTERIOR OPTIONAL 1 X BUCK BY `— OTHERS, 1X BUCK TO BE a 3 PROPERLYSECURED. SEE ?AS GENERAL NOTE 3 SHEET 1 2) SCREWS PER CLIP THROUGH CLIP HOLES EXTERIOR APPLY INTERIOR APPLY EXTERIOR SEALANT ACCORDING TO SEALANT ACCORDING TO MANUFACTURER' S INSTRUCTION MANUFACTURER'S INSTRUCTION INSTALLATION CLIP HORIZONTAL CROSS SECTION BLOCK/ FLANGE FRAME CLIP INSTALLATION 1/ 4" MAX. SHIM MIN. EMBEDMENT Fz;xz SEE TABLE SHEET 2 INSTALLATION ANCHOR SEE TABLE SHEET 2 MIN. EDGE DIST. SEE TABLE SHEET 2 E VERTICAL CROSS SECTION BLOCK/ FLANGE FRAME CLIP INSTALLATION Robed J. Amonso, P.E Fbdda P.E. No. 49752 A 4 w o D W J a WV, e1 3 O LL J ovaZ m w oUS z z w O W N M H F ¢ oOW z a cU) 5o ZQ—>-M a p V2J>O ,$ W - g a J - w m yaya `y90 M Lnw 1e w 3uLn9 'J g 1 NOTE: 1 GLASS THICKNESS IS BASED ON PERFORMANCE GRADE RATING AND SIZE OF WINDOW PER ASTM E1300. Robert J. A—mo, P.E. Fbddb P.E. No. 49752 4, ypldES q Q:• iC, E NSF.ogG. y Qom' N 49752 •:0'+, STATE Sr+Qiuun, BILL OF MATERIALS ITEM NO. DESCRIPTION CITY 1 WIDE 2 WIDE 3 WIDE 1 FRAME ASSEMBLY 1 1 1 2 LOWER SASH ASSEMBLY 1 2 3 3 UPPER SASH ASSEMBLY 1 2 3 4 HALF SCREEN ASSEMBLY 1 (OPT) 2 (OPT) 3 (OPT) 5 FULL SCREEN ASSEMBLY 1 (OPT) 2 (OPT) 3 (OPT) 6 (SEE 11/16" IG ASSEMBLY (SHOWN) 1 (OPT) NOTE 1" IG ASSEMBLY 1 (OPT) BELOW) 1 1/4" TRIPLE IG ASSEMBLY 1 11/16" VENT GLAZING BEAD, RAIL, WITH WEEPS (SHOWN) 1 (OPT) 7 1" VENT GLAZING BEAD, RAIL, WITH WEEPS 1 (OPT) 1 1/4" TRIPLE GLAZING BEAD, RAIL, WITH WEEPS 1 11/16' VENT GLAZING BEAD, RAIL (SHOWN) 1 (OPT) B 1" VENT GLAZING BEAD, RAIL 1 (OPT) 1 1/4" TRIPLE GLAZING BEAD, RAIL 1 11/16" VENT GLAZING BEAD, STILE (SHOWN) 2 (OPT) 9 1" VENT GLAZING BEAD, STILE 2 (OPT) 1 1/4" TRIPLE GLAZING BEAD, STILE 2 10 GLAZING SEALANT Florida Building Code Online Page 1 of 3 da Depaltimad BCIS Home i Login I User Registration Hot Topics ; Submit surcharge i Stats & Fads i Publications ( FBC Staff BCIS Site Map ! Llnks j `Search Businea Pfessis ( product Approval USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail O• gam:`= rp,;. FL # FL14653-R4 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived C 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@pella. com Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Charles A. Pagen P. E., Ph. D. Fenestration Technology F 3Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 450 2006 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) e are in compliance with the new Florida Buildino Code. Documentation from approved Evaluation or Validation Entity --Yes No •" N/A https:// floridabuildinc,.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsw8ZVNfe8A7 Wr 12/22/201 5 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 04/08/2015 04/08/2015 04/12/2015 F Model, Number or Name Description 4653.1 Pella Vinyl 350 Series Windows 1/2" Light Duty Aluminum Mullion with End Anchors - Window to Window Combinations emits Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Compliant In areas requiring up to Missile D, Windzone 3 protection. See page 6 of Product Evaluation Report for applicable Pella Window Products. 14653.2 1 Pella Vinyl 350 Series Windows Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Compliant in areas requiring up to Missile D, Windzone 3 protection. See page 6 of Product Evaluation Report for applicable Pella Window Products. 14653.3 / I Pella Vinyl 350 Series Windows Limi of Use proved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Compliant in areas requiring up to Missile D, Windzone 3 protection. See page 6 of Product Evaluation Report for applicable Pella Window Products. 14653.4 1 Pella Vinyl 350 Series Windows Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Compliant in areas requiring up to Missile D, Windzone 3 protection. See page 6 of Product Evaluation Report for applicable Pella Window Products. 14653.5 1 Pella Vinyl 350 Series Windows Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Compliant in areas requiring up to Missile D, Windzone 3 protection. See page 6 of Product Evaluation Report for applicable Pella Window Products. . Certification Agency Certificate FL14653 R4 C CAC 411-H-1317-03.Ddf Quality Assurance Contract Expiration Date 03/21/2019 Installation Instructions FL14653 R4 II EnaReoortNo1786 LiohtDutvMUll Rev2.odf Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14653 R4 AE PERNo1799 Series 350Mull-All Rev2.1)df Created by Independent Third Party: Yes 1/2" Standard Aluminum Mullion with End Anchors - Window to Window Combinations Certification Agency Certificate FL14653 R4 C CAC 411-H-1317-05.odf Quality Assurance Contract Expiration Date 03/21/2019 Installation Instructions FL14653 R4 II EnaReDortNo1789 StdMull Rev2.1)df Verified By: Robert]. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14653 R4 AE PERNo1799 Series 350Mull-All Rev2.Ddf Created by Independent Third Party: Yes 1/2" Standard Aluminum Mullion with Reinforcement and End Anchors - Window to Window Combinations Certification Agency Certificate FL14653 R4 C CAC 411-H-1317-05.odf Quality Assurance Contract Expiration Date 03/21/2019 Installation Instructions FL14653 R4 II EnoReoortNol792 StdMullReinf Rev2.1)df Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14653 R4 AE PERNo1799 Series 350Mull-All Rev2.odf Created by Independent Third Party: Yes 1" Aluminum Mullion with End Anchors - Window to Window Combinations Certification Agency Certificate FL14653 R4 C CAC 411-H-1317-04.odf Quality Assurance Contract Expiration Date 03/21/2019 Installation Instructions FL14653 R4 II EnoReportNo1795 HPMull Rev2.odf Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14653 R4 AE PERNo1799 Series 350Mull-All Rev2.odf Created by Independent Third Party: Yes 1" Aluminum Mullion with Reinforcement and End Anchors - Window to Window Combinations Certification Agency Certificate FL14653 R4 C CAC 411-H-1317-01.odf Quality Assurance Contract Expiration Date 03/21/2019 . Installation Instructions FL14653 R4 II EnaReDortNo1798 HPMulIReinf Rev2.odf Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports https:Hflorid,;ibuildinc,.org/p-r/,Dr app dtl.aspx?paraiii---wGEVXQvv-tDqsw8ZVNfe8A7'vVr... 12/22/2015 D 11 tlN Florida Building Code Online T 9rl I Page 3 of 3 FL14653 R4 AE PERM1799 Series 350Mull-All Rev2.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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: wg SCCUr11\'}tiTAiCS' Id https://floridabuilding.org/pr/pr_app_dtl.aspY?param=wGEVXQtivtDgstiy 8ZVNfe8A7Wr.:. 12/22/2015 1 III!( Irk I M Engineering Report Date: February 16, 2015 Report No.: 1786 Report Revision No.: 2 Project No: 414-1104 Product Mfg.: Pella Corporation 102 Main St. Pella, IA 50219 Project Description: Series 350 Vinyl Window Mulling System: %" Light Duty Aluminum Mullion with Fin Frame and Block Frame Mullion End Clips, Non -Impact and Impact Wind Zone 3, Missile Level D) Product Category: Windows Product Sub -Category: Mullion Compliance Method: Product Approval Rule 61G20-3.005(1)(d) — Evaluation Report by a Licensed Florida Professional Engineer Prepared By: Robert J. Amoruso, P.E. Florida P.E. No. 49752 PTC Product Design Group, LLC, PO Box 520775, Longwood, FL 32752-0775 Florida C of A No. 25935 CERTIFICATED OF INDEPENDENCE PTC Product Design Group,. LLC and Robert J. Amoruso, P.E. do not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by the aforementioned Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by the JJ111!1JJrI DAMES A'-f,, No 49752 :moo STATE OF : w WO, aforementioned Product Evaluation Report. Evaluated by: Robert J. Amoruso, P.E. Florida P.E. License Number 49752 PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 Page 1 FBPE Certification of Authorization No. 25935 fl I 1 I i i I II I I I 1 W TABLE OF CONTENTS Description Number of Pages Main Body of Report 7 Appendixes: 1-4 %" Nailing Fin and J-Channel Frame, Installation Specifics 4 2 —4 %" Block Frame, Installation Specifics 4 3 —4 %" Nailing Fin and J-Channel Frame, Load Width vs. Mullion Span Results 6 Summary 6 4-4%" Block Frame, Load Width vs. Mullion Span Results Summary TOTAL OBJECTIVE 27 The objective of this report is to summarize engineering information and installation instructions related to the mulling systems products listed in the Scope section above. PTC Product Design Group, LLC was contracted by Pella Corporation to perform engineering evaluations of various mulled window combinations. This report is based on using the properties of the aluminum reinforcing mull only, and does not include the section properties of the window head, sill or jambs as demonstrated in the Product Evaluation Report (PER) in accordance with the AAMA A450-06, Option 3. CODE COMPLIANCE The mullion system was (a) tested for mulled assembly Air Infiltration and Water Penetration Resistance, (b) engineered for mullion stress and deflection and (c) engineered for alternate substrate anchoring in accordance with AAMA A450-06 and the current edition of the Florida Building Code as documented in Reference 1. Load Width vs. Mull Span Design Pressure tables shown in Appendix 3 and 4 of this report are based on results of Reference 2. The mullion system complies with the current edition of the Florida Building Code and AAMA A450-06. SCOPE PTC.Product Design Group, LLC PO Box 520775 Longwood, FL 3.2752-0775 Page 2 FBPE Certification of Authorization No. 25935 l 11^w! 1'1 1.i1+Rf iA'1q'biT,'f 11 Ylll li'llil BWPrAr ALW The scope of this summary report includes the following components shown below used in various mulled window assemblies. Light Duty Aluminum Mullion, and used with the following mullion end clips: 0 4 %" Nailing Fin Frame Mullion End Clips, and 0 4 %:" Block Frame Mullion End Clips. Light Duty Aluminum Mullion L! 4%" Block Frame Mullion End Clip 4 %2" Nailing Fin Frame Mullion End Clip 0 PTC Product Design Group, LL'C PO Box 520775 Longwood, FL 32752-0775 Page 3 FBPE Certification of Authorization No. 25935 ter'' 4 Fenestration Products applicable to and foi- use with this mulling system include the following Series 350 Vinyl Window product line. Single Hung Window Double Hung Window Fixed (Picture) Window (including shapes) Sliding (Horizontal) Window Casement Window Awning Window Frame configurations applicable to the Series 350 Vinyl Window product line include the following. 4 %" Nailing Fin Frame, 4 %" Block Frame, and 4 %" J-Channel Frame (Nail Fin Frame with snap -in J-Channel Cover) PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 Page4 .. FBPE Certification of Authorization No. 25935 4 AFWYS 4LW RESULTS Result summaries include Design Pressure Capacities for Load Width vs. Mullion Span tables in various combinations of widths and spans for the following assemblies. Table 1— Vertical Mullion in 2-Way, Side -by -Side window assembly II N II II Table 3.1—Vertical Mullion in 3-Way, Transom/Side- by-Side window assembly Table 4.1 —Vertical Mullion in 4-Way, Side- by-Side/Side-by-Side window assembly ul IIIII IIUI II L - - - J III L - - - J L____JL---- JL_=_ II II a II IIII I1! li -- MLl L11 II II W1 I Wz Table 2 — Horizontal Mullion in 2-Way, One - over -One window assembly Table 3.2 — Horizontal Mullion in 3-Way, Transom/Side-by-Side window assembly Table 4.2 — Horizontal Mullion in 4-Way, Side-by- Side/Side-by-Side window assembly Ll MULL SPAN MULL SPAN PTC ProductDesign Group, LLC PO Box 520775 Longwood, FL 32752-07.75' Page 5 FBPE Certification of Authorization No. 25935 P/ L RESULTS (continued) Installation Specifics are summarized in the following Appendixes to this report. Appendix 1-4 %" Nailing Fin and J-Channel Frame, Installation Specifics Appendix 2 — 4 %" Block Frame, Installation Specifics Load Width vs. Mullion Span results are summarized in the following Appendixes to this report. Appendix 3 — 4 %" Nailing Fin and J-Channel Frame, Load Width vs. Mullion Span Results Summary Appendix 4-4%" Block Frame, Load Width vs. Mullion Span Results Summary USING THIS -REPORT The results contained in this report shall be utilized as follows. Load Width vs. Mullion Span Results Summary Tables Based on the frame type; Nailing Fin or Block Frame employed in the mulled assembly, go to either Appendix 3 or 4 for the Load Width vs. Mullion Span Results Summary Tables. Match the mulled window assembly with one of four possible configurations. 2-Way, Side -by -Side window assembly o Vertical Mullion 2-Way, One -over -One window assembly o Horizontal Mullion 3-Way, Transom/Side-by-Side window assembly o Vertical Mullion o Horizontal Mullion 4-Way, Side-by-Side/Side-by-Side window assembly o 'Vertical Mullion o Horizontal Mullion For the 3-Way window assembly and 4-Way window assemblies, Tables 3.1 & 3.2 and Tables 4.1 & 4.2 cover either the horizontal or vertical mullion respectively. See RESULTS section above for illustrations. The Design Pressure Capacity for the Load Width vs. Mullion Span is derived from the results summaries shown in Appendix 3 and 4 as follows. PTC Product Design Group, LLG PO. Box 520775 Longwood, FL 32752-0775 Page 6 FBPE Certification of Authorization No. 25935 0 7 J Using the 2-Way, Side -by -Side window assembly with a Vertical Mullion as an example (see illustration below), parameters required for table usage are: Load Width = LW = [W1 + W2]/2 _ Mull Span is the length of the vertical height of the window. The table shows resulting Design Pressure Capacity for various Q sizes of LW and Mull Span. N JJ Installation Specific Requirements The installation requirements are shown in the following Appendixes. Appendix 1-4 %" Nailing Fin and J-Channel Frame, Installation Specifics I — W1 W2 Appendix 2 — 4 %Z" Block Frame, Installation Specifics j' Those requirements include the following. Installation Anchor Schedule showing: o approved anchors, o Min. Embedment into substrate, o Min. Edge Distance to substrate edges, o Min. Spacing of anchors at the mull clip, and o substrate strengths used in determining anchor capacity. Basic illustration showing: o fastener placement on mull end clips. The quantities of anchors required at each mull clip end are summarized on the Load Width vs. Mullion Span Results Summary Tables. REFERENCES 1. PTC Product Evaluation Report No. 1799, Rev. 2, Series 350 Vinyl Window Mulling System: %" Light Duty, X" Standard, %" Standard w/reinforcement, 1" Structural and 1" Structural w/reinforcement Alurrrinum Mullion with Fin Frame, Block Frame and Flange Frame Mullion .End Clips, Non -Impact and Impact (Wind Zone 3, Missile Level D), signed and sealed by Robert J. Amoruso, P.E. dated 2/16/15. 2. PTC Engineering Evaluation Report No. 1785, Anchorage Engineering and Mullion Stress Analysis of Series 350 Vinyl Window Mulling System: ' Light Duty Aluminum Mullion with Fin Frame and Block Frame Mullion End Clips, signed and sealed by Robert J. Amoruso, P.E. dated 6/17/11. 0 PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 Page 7 FBPE'Certification of Authorization No. 25935 AVOWFN ALW Appendix 1— Nailing Fin and J-Channel Frame, Installation Specifics Components Employed Light Duty Aluminum Mullion shown in Figure 1 below, and used with the following mullion end clip: o 4 1/2" Nailing Fin Frame Mullion End Clips shown in Figure 2 below. Nailing Fin Frame Mull Clip Figure 2 Light Duty Aluminum Mullion Figure 1 PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 - Page 8 FBPE Certification of Authorization No. 25935 f11wI1 iY1 't IWYII I f14W IM 111W11 I 1 1 1 Appendix 1— Nailing Fin and J-Channel Frame, Installation Specifics Anchor Installation Requirements Window assemblies and associated mulling clips and mulls shall be assembled and installed in accordance with the manufacturer's written instructions. Windows shall be attached to the structural substrate (including attachment to the mullion) in accordance with the manufacturer's Florida Building Code approved installation instructions. Anchors shall be installed through the window framing at the mounting holes shown in the following illustration (Figure 3). Anchors shall be as required by the INSTALLATION ANCHOR SCHEDULEtable in this Appendix 1 below. o Edge distances shall be maintained and are measured from the centerline of the anchor to the structural substrate edge. o Embedment into the structural substrate shall be beyond any finishing and shall meet or exceed that shown in the table. o Spacing from centerline to centerline of the anchors shall meet or exceed the "Minimum Spacing" shown in the INSTALLATION ANCHOR SCHEDULE. Anchor quantities are specified in the LOAD WIDTH vs. MULL SPAN tables below and are applicable to each end of the mulls where they attach to structural substrate. o Mull clips are NOT used at mullion -to -mullion intersections in 3-Way and 4- Way assemblies. PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 .Page 9 FBPE Certification of Authorization No.-25935 i 000F Aff Raw Appendix 1— Nailing Fin and !-Channel Frame, Installation Specifics Mull Clip Substrate Anchor Locations USE ALTERNATING HOLES WITH ALL WINDOWS END ANCHOR N: ;I L FIN USE ALTERNATING WITH ALL WI END ANCHOR NAIL FIN MULLION Figure 3 — Fin Frame Substrate Anchor Locations , PTC.Product Design Group, LLC PO Box 520775 Longwood, FL 3.2752-0775 Page 10 FBPE Certification of Authorization No. 25935 AFOOF Ar ALW I Appendix 1— Nailing Fin and J-Channel Frame, Installation Specifics INSTALLATION ANCHOR SCHEDULE MANUFACTURER MIN. CAPACITIES USED IN INSTALLATION SUBSTRATE HEAD TYPE SIZE AND/OR EMBEDMENT MIN. EDGE MIN. ENGINEERING CAPACITIES BASED ON TYPE SPECIFICATION IN) DISTANCE (IN) SPACING (IN) LBS/ANCHOR) ANSI B18.6.1 41/2"NAILING WOOD SCREW) WOOD WITH AMINIMUM WOOD (1) PAN HEAD N0.10 1-1/2" 0.285" 0.57" 1521bs FIN FRAME ASME B18.6.4 SPECIFIC GRAVITY OF 0.42 TAPPING SCREW ) NOTES: 1) FOR WOOD AND TAPPING SCREWS IF SPLITTING IS A CONCERN, DRILL3/32" PILOT HOLE FOR NAILING FIN INSTALLATION. The INSTALLATION ANCHOR SCHEDULE table above lists the specific installation parameters (Min. Embedment, Min. Edge Distance, Min. Spacing and substrate strengths) and well as the specific fastener specifications (type, size, and industry specification). For specific anchor quantities, refer to Appendix 3 Mullion Design Pressure Ratings tables. PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 Page 11 FBPE Certification of Authorization No. 25935 AFOOFAr AL. Appendix 2 — Block Frame, Installation Specifics Components Employed Light Duty Aluminum Mullion shown in Figure 1 below, and used with the following mullion end clips: o 4 %" Block Frame Mullion End Clip shown in Figure 2 below, and 2" Light Duty Aluminum Mullion Figure 1 0 0 Block Frame Mull Clip Figure 2 PTC Product Design Group, LLC PO Box 520'775 Longwood, FL 32752-0775 Page 12 .. FBPE Certification of Authorization No. 25935 Appendix 2 — Block Frame, Installation Specifics Anchor Installation Requirements Window assemblies and associated mulling clips and mulls shall be assembled and installed in accordance with the manufacturer's written instructions. Windows shall be attached to the structural substrate (including attachment to the mullion) in accordance with the manufacturer's Florida Building Code approved installation instructions. Anchors shall be installed through the window framing at the mounting holes shown in the following illustration (Figure 3). Anchors shall be as required by the INSTALLATION ANCHOR SCHEDULE table below. o Edge distances shall be maintained and are measured from the centerline of the anchor to the structural substrate edge. o Embedment into the structural substrate shall be beyond any finishing and shall meet or exceed that shown in the table. o Spacing from centerline to centerline of the anchors shall meet or exceed the "Minimum Spacing" shown in the INSTALLATION ANCHOR SCHEDULE. Anchor quantities are specified in the LOAD WIDTH vs. MULL SPAN tables below and are applicable to each end of the mulls where they attach to structural substrate. o Mull clips are NOT used at mullion -to -mullion intersections in 3-Way and 4- Way assemblies. 0 PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0.775 Page 13 FBPE Certification of Authorization No. 25935 d IYW 1lIl e Appendix 2 — Block Frame, Installation Specifics TO BE USED WITH CASEMENT AND AWNING WINDOWS BLOCK END CLIP --- 0r TO BE USED WITH ALL OTHER WINDOWS BLOCK END CLIP ,' TO BE USED WITH CASEMENT AND AWNING WINDOWS TO BE USED WITH ALL OTHER WINDOWS V A MULLION TO BE USED WITH ALL OTHER WINDOWS Figure 3 — Block Frame Substrate Anchor Locations PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 Page 14 FBPE Certification of Authorization No. 25935 ALW Appendix 2 — Block Frame, Installation Specifics INSTALLATION ANCHOR SCHEDULE MANUFACTURER MIN. CAPACITIES USED IN INSTALLATION SUBSTRATE HEAD TYPE SIZE AND/OR EMBEDMENT MIN. EDGE MIN. ENGINEERING CAPACITIES BASED ON TYPE SPECIFICATION IN) DISTANCE (IN) SPACING (IN) LBS/ANCHOR) ITW TAPCONS (3) 1-3/4" 1-1/8" 2" 208 Ibs (2) MIN. 2000 PSI CONCRETE FLAT OR PAN ELCO CRETE-FLEX SS4 2" 1-7/8" 2" 208lbs MIN.2500 PSI CONCRETECONCRETE3/16" HEAD HILTI KWIK-CON II 1-1/2" 1-1/8" 2" 208lbs MIN.2000 PSI CONCRETE ITW TAPCONS (3) 1" 2" 3" 205 Ibs (2) MASONRY FLAT OR PAN 3/16" STRENGTH CONFORMANCE TO ELCO CRETE-FLEX SS4 1-1/4" 1-7/8" 3" 205 Ibs BLOCK/CMU) HEAD ASTM C-90, MEDIUM WEIGHT HILTI KWIK-CON II 1" 1-1/8" 3" 205lbs ANSI B18.6.1 WOOD (1) FLAT OR PAN NO.10 WOOD SCREW) 1-1/2" 3/4" 3/4" 143lbs WOOD WITH AMINIMUM 4 1/2" BLOCK HEAD ASME B18.6.4 SPECIFIC GRAVITY OF 0.42 FRAME TAPPING SCREW) 1/8" THK. FLAT OR PAN NO. 10 ASME B18.6.4 3/8" 5/8" 172 Ibs ALUMINUM 6063-TS ALUMINUM ALUMINUM HEAD TAPPING SCREW) OR BETTER FULLY 1/8" THK. STEEL FLAT OR PAN NO. 10 ASME B18.6.4 3/8" 5/8" 172 Ibs ASTM A-36 STEEL, 36 KSI YIELD PENETRATE HEAD TAPPING SCREW) SUBSTRATE STRENGTH STEEL OR BETTER 20 GAUGE WITH 3 THREADS MIN. THK.) HK.) STEEL FLAT OR PAN NO. 10 ASME B18.6.4 PROTRUDING 3/8" 5/8" 172 Ibs ASTM A-653 STEEL, 33 KSI YIELD HEAD TAPPING SCREW) INTERNALLY STRENGTH STEEL OR BETTER INCLUDING STEEL STUDS NOTES: 1) FOR WOOD AND TAPPING SCREWS IF SPLITTING IS A CONCERN, DRILL 7/64" PILOT HOLE FOR BLOCK FRAME INSTALLATION. 2) ITW TAPCONS CONCRETE AND MASONRY (BLOCK/CMU) ANCHOR CAPACITIES ARE BASED ON PAIRS OF ANCHORS ATTHE SPACING SHOWN. THE PER ANCHOR CAPACITY IS SHOWN AND MUST BE DOUBLQ TO ARRIVE ATTHE PAIRED ANCHOR CAPACITY. 3) WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION, THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. The INSTALLATION ANCHOR SCHEDULE table above lists the specific installation parameters (Min. Embedment, Min. Edge Distance, Min. Spacing and substrate strengths) and well as the specific fastener specifications (type, size, and industry specification). For specific anchor quantities, refer to Appendix 4 Mullion Design Pressure Ratings tables. PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 Page 15 FBPE Certification of Authorization No. 25935 11 Appendix 3 - Nailing Fin and J-Channel Frame, Load Width vs. Mullion Span Results Summary J J I' 11 J Fr_ HIL W1 -- W2-- LOAD WIDTH = (W1 + W2) / 2 1) This table -applies to multi -wide combination using a Vertical Structural Mullion. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) . Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Substrate Anchor Min. Quantity Wood Wood or 6 Tapping Screw 1. See Appendix 1 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 1 VERTICALSPAN - 1/2" Light Duty Aluminum Reinforcing Mullion) MULL SPAN LOAD WIDTH DP (PSF) MULL SPAN LOAD WIDTH DP (PSF) MULL SPAN LOAD WIDTH DP (PSF) 24 24 75.0 60 24 75.0 96 24 31.9 30 75.0 30 75.0 30 25.9 36 75.0 36 69.8 36 22.0 42 75.0 42 63.0 42 19.2 48 75.0 48 58.6 48 17.2 54 75.0 54 56.1 54 15.8 60 75.0 60 55.3 60 14.7 66 75.0 66 55.3 66 13.81 72 75.0 72 55.3 72 13.2 30 24 75.0 66 24 75.0 102 24 26.5 30 75.0 30 65.5 30 21.5 36 75.0 36 56.4 36 18.2 42 75.0 42 50.3 42 15.9 48 75.0 48 46.3 48 14.2 54 75.0 54 43.6 54 12.9 60 75.0 60 42.1 60 12.0 66 75.0 66 41.6 66 11.2 72 75.0 72 41.6 72 10.7 36 24 75.0 72 24 66.5 108 24 22.3 30 75.0 30 54.4 30 18.0 36 75.0 36 46.6 36 15.2 42 75.0 42 41.3 42 13.3 48 75.0 48 37.6 48 11.8 54 75.0 54 35.0 54 10.8 60 75.0 60 33.3 60 9.9 66 75.0 66 32.3 66 9.3 72 75.0 72 32.0 72 8.8 42 24 75.0 78 24 56.3 114 24 18.9 30 75.0 30 45.9 30 15.3 36 75.0 36 39.2 36 12.9 42 75.0 42 34.5 42 11.2 48 75.0 48 31.2 48 10.0 54 75.0 54 28.9 54 9.1 60 75.0 60 27.2 60 8.3 66 75.0 66 26.1 66 7.8 72 75.0 72 25.4 72 7.3 48 24 75.0 84 24 48.0 120 24 16.2 30 75.0 30 39.1 30 13.1 36 75.0 36 33.4 36 11.0 42 75.0 42 29.3 42 9.6 48 75.0 48 26.4 48 8.5 54 75.0 54 24.2 54 7.7 60 75.0 60 22.7 60 7.1 66 75.0 66 21.5 66 6.6 72 75.0 72 20.8 72 6.2 54 24 75.0 90 24 38.9 30 75.0 30 31.6 36 75.0 36 26.9 42 75.0 42 23.6 48 75.0 48 21.2 54 75.0 54 19.5 60 75.0 60 18.2 66 75.0 66 17.2 72 75.0 72 16.6 p n PTC Product Design Group, LLC PO Box 520775, Longwood, FL 32752-077S Page 16 FBPE Certification of Authdrization No. 25935 a Appendix 3 - Nailing Fin and J-Channel Frame, Load Width vs. Mullion Span Results Summary LOAD WIDTH = (W1 + W2) / 2 1) This table applies to one -wide, multi -high combinations using a Horizontal Structural Mullion. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities per clip end) Substrate Anchor Min. Quantity Wood or Wood Tapping 6 Screw 1. See Appendix 1 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 2 HORIZONTAL SPAN - 1/2" Light Duty Aluminum Reinforcing Mullion) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 48 24 75.0 1 72 24 66.5 96 24 31.9 30 75.0 30 54.4 30 25.9 36 75.0 36 46.6 36 22.0 42 75.0 42 41.3 42 19.2 48 75.0 48 37.6 48 17.2 54 75.0 54 35.0 54 15.8 60 75.0 60 33.3 60 14.7 66 75.0 1 66 32.3 66 13.8 54 24 75.0 78 1 24 56.3 102 24 26.5 30 75.0 30 45.9 30 21.5 36 75.0 36 39.2 36 18.2 42 75.0 1 42 34.5 42 15.9 48 75.0 48 31.2 48 14.2 54 75.0. 54 28.9 54 12.9 60 75.0 60 27.2 60 12.0 66 75.0 66 26.1 66 11.2 60 24 75.0 84 1 24 48.0 108 24 22.3 30 75.0 1 30 39.1 30 18.0 36 69.8 36 33.4 36 15.2 42 63.0 42 29.3 42 13.3 48 58.6 48 26.4 48 11.8 54 56.1 54 24.2 54 10.8 60 55.3 1 60 22.7 60 9.9 66 1 55.3 66 21.5 1 66 9.3 66 24 75.0 90 24 38.9 114 24 18.9 30 65.5 30 31.6 30 15.3 36 56.4 36 26.9 36 12.9 42 50.3 42 23.6 42 11.2 48 46.3 48 21.2 48 10.0 54 43.6 54 19.5 54 9.1 60 42.1 60 18.2 60 8.3 66 41.6 66 17.2 66 7.8 120 24 16.2 30 13.1 36 11.0 42 9.6 48 8.5 54 7.7 60 7.1 66 6.6 PTC Product Design Group, LLC PO Box 520775, Longwood, FL 32752-0775 s Page 17 FBPE Certification of Authorization No: 25935 a w lA I . w mm Appendix 3 - Nailing Fin and J-Channel Frame, Load Width vs. Mullion Span Results Summary LOAD WIDTH = (W1 + W2) / 2 1) This table applies to a transom over a multi -wide combination using a Vertical Structural Mullion. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities per clip end) Min. Substrate Anchor Quantity Wood or Wood Tapping 6 Screw 1. See Appendix 1 for anchor requirements. 2. Anchor Quantities are for each clip end. ' MULLION TABLE 3.1 VERTICAL SPAN - 1/2" Light Duty Aluminum Reinforcing Mullion) Vertical mul I in 3-way transom/side-by-si de assembly. Covers the transom and window heights shown in Tables 3.2 for Substrate Clip. MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH I DP PSF) 24 24 75.0 48 24 75.0 72 24 66.5 30 75.0 30 75.0 30 54.4 36 75.0 36 75.0 36 46.6 42 75.0 42 75.0 42 41.3 48 75.0 48 75.0 48 37.6 54 75.0 54 75.0 54 35.0 60 75.0 60 75.0 60 33.3 66 75.0 66 75.0 66 32.3 30 24 75.0 54 24 75.0 78 24 56.3 30 75.0 30 75.0 30 45.9 36 75.0 36 75.0 36 39.2 42 75.0 42 75.0 42 34.5 48 75.0 48 75.0 48 31.2 54 75.0 54 75.0 54 28.9 60 75.0 60 75.0 60 27.2 66 75.0 66 75.0 66 26.1 36 24 75.0 1 60 24 75.0 84 24 48.0 30 1 75.0 30 75.0 30 39.1 36 75.0 36 69.8 36 33.4 42 75.0 42 63.0 42 29.3 48 75.0 48 58.6 48 26.4 54 75.0 54 56.1 54 24.2 60 75.0 60 55.3 60 22.7 66 75.0 66 55.3 66 21.5 42 24 75.0 66 24 75.0 90 24 38.9 30 75.0 30 65.5 30 31.6 36 75.0 36 56.4 36 26.9 42 75.0 42 50.3 42 23.6 48 75.0 48 46.3 48 21.2 54 75.0 54 43.6 54 19.5 ' 60 75.0 60 42.1 60 18.2 66 75.0 66 41.6 66 17.2 96 24 31.9 30 25.9. 36 22.0 42 19.2 48 17.2 54 15.8 60 14.7 66 1 13.8 PTC Product Design Group, LLC PO Box 520775, Longwood; FL.32752-0775 Page 18 FBPE Certification of Authorization No. 2593S AV Ar ALW Appendix 3 - Nailing Fin and J-Channel Frame, Load Width vs. Mullion Span Results Summary MULL SPAN-i N I3 i 1L I uIIL LOAD WIDTH = (W1 + W2) / 2 1) This table applies to a transom over a multi -wide combination using a Horizontal Structural Mullion. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Hxed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Substrate Anchor Min. Quantity Wood Wood or 8 Tapping Screw 1. See Appendix 1 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 3.2 HORIZONTAL3-WAYSPAN - 1/2" Light Duty Aluminum Reinforcing Mullion) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 48 24 75.0 78 24 59.1 108 24 22.7 30 75.0 30 48.3 30 18.6 36 75.0 36 41.1 36 15.9 42 75.0 42 36.0 42 14.0 48 75.0 48 32.2 48 12.5 54 75.0 54 29.3 54 11.4 60 75.0 60 27.0 60 10.6 66 75.0 66 25.2 66 9.8 72 72.0 72 23.6 72 9.2 54 24 75.0 84 24 49.7 114 24 19.2 30 75.0 30 41.0 30 15.7 36 75.0 36 35.1 36 13.4 42 75.0 42 30.7 42 11.8 48 73.2 48 27.4 48 10.5 54 67.5 54 54 9.6 60 62.8 60 60 8.9 66 58.7 66 r40 FT72 8.2 72 55.2 72 7.7 60 24 75.0 90 24 120 24 16.4 30 75.0 30 33.0 30 13.4 36 72.3 36 28.3 36 11.4 42 63.9 42 25.0 42 10.0 48 57.6 48 22.6 48 9.0 54 52.9 54 20.7 54 8.1 60 49.2 60 19.1 60 7.5 66 46.1 66 17.9 66 7.0 72 43.4 72 16.9 72 6.5 66 24 75.0 96 24 32.8 30 68.8 30 26.9 36 58.8 36 23.1 42 51.8 42 20.3 48 46.6 48 18.3 54 42.6. 54 16.7 60 39.4 60 15.5 66 36.9 66 14.5 72 34.8 72 13.6 72 24 69.8 102 24 27.2 30 57.2 30 22.3 36 48.8 36 19.0 42 42.8 42 16.8 48 38.4 48 15.1 54 35.0 54 13.9 60 32.4 60 12.7 66 30.2 66 11.9 72 28.5 72 11.1 PTC Product Design Group, LLC PO Box S20775, Longwood, FL 32752-077S Page 19 FBPE Certification of Authorizatioh No. 2S935 Armors ALW Appendix 3 - Nailing Fin and J-Channel Frame, Load Width vs. Mullion Span Results Summary J W1 - W2 -- LOAD WIDTH = (W1 + W2) / 2 1) This table applies to a 4-way multi -wide, multi -high combination with a Vertical Structural Mullion running through the intersection. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities per clip end) Substrate Anchor Min. Quantity Wood Wood or 6 Tapping Screw 1. See Appendix 1 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 4.1 VERTICAL 4-WAY SPAN - 1/2" Light Duty Aluminum Reinforcing Mul I ion) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP. PSF) 36 24 75.0 66 24 75.0 96 24 32.8 30 75.0 30 61.0 30 26.6 36 75.0 36 50.8 36 22.4 42 75.0 42 43.5 42 19.5 48 75.0 48 38.1 48 17.3 54 75.0 54 33.9 54 15.6 60 75.0 60 30.5 60 14.2 66 75.0 66 27.7 66 13.0 72 68.4 72 25.4 72 12.0 42 24 75.0 72 24 64.0 102 24 27.2 30 75.0 30 51.2 30 22.1 36 75.0 36 42.7 36 18.6 42 75.0 42 36.6 42 16.2 48 75.0 48 32.0 48 14.3 54 75.0 54 28.5 54 12.9 60 75.0 60 25.6 60 11.7 66 72 68.4 66 23.3 66 1 10.8 52.4 72 21.3 72 1 9.9 48 24 75.0 78 24 54.6 108 24 22.9 30 75.0 30 43.6 30 18.5 36 75.0 36 36.4 36 15.6 42 75.0 42 31.2 42 13.5 48 72.0 48 27.3 48 12.0 54 64.0 54 24.2 54 10.8 60 57.6 60 21.8 60 9.8 66 52.4 66 19.8 66 9.0 72 48.0 72 18.2 72 8.3 54 24 75.0 84 24 47.0 114 24 19.4 30 75.0 30 37.6 30 15.7 36 75.0 36 31.4 36 13.2 42 65.0 42 26.9 42 11.5 48 56.9 48 23.5 48 10.1 54 50.6 54 20.9 54 9.1 60 45.5 18.8 60 8.3 66 41.4 F72 17.1 66 7.6 72 37.9 15.7 72 7.0 60 24 75.0 90 j 24 39.9 120 24 16.6 30 73.8 30 32.4 30 13.4 36 61.5 36 27.3 36 11.3 42 52.7 42 23.4 42 9.8 48 46.1 48 20.5 48 8.7 54 41.0 54 18.2 54 7.8 60 36.9 60 16.4 60 7.1 66 33.5 66 14.9 66 6.5 72 30.7 72 13.7 . 72 6.0 PTC Product Design Group, LLC PO Box 520775, Longwood, FL 32752-0775 Page 20.. FBPE Certification of Authorization No. 25935 k w MMIN &I ArOOFAV ALW Appendix 3 - Nailing Fin and J-Channel Frame, Load Width vs. Mullion Span Results Summary LOAD WIDTH = (W1 + W2) / 2 1) This table applies to a 4-way multi -wide, multi -high combination with a Horizontal Structural Mullion running through the intersection. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Substrate Anchor Min. Quantity Wood Wood or 6 Tapping Screw 1. See Appendix 1 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 4.2 HORIZONTAL4-WAYSPAN - 1/2" Light Duty Aluminum Reinforcing Mullion) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 36 24 75.0 1 66 24 75.0 1 96 24 31.5 30 75.0 30 61.2 30 27.4 36 75.0 36 51.0 36 23.5 42 75.0 42 44.6 42 20.0 48 75.0 48 40.1 48 17.3 54 75.0 54 36.6 54 15.1 60 75.0 60 33.9 60 13.4 42 24 75.0 72 24 67.8 102 24 25.5 30 75.0 30 51.9 30 22.5 36 75.0 36 42.7 36 19.5 42 75.0 42 37.0 42 16.8 48 75.0 48 33.0 48 14.5 54 75.0 54 1 30.1 54 12.7 60 75.0 60 1 27.8 60 11.3 48 24 75.0 78 24 58.9 108 24 20.8 30 75.0 30 44.8 30 18.6 36 75.0 36 36.5 36 16.3 42 75.0 42 31.3 42 14.1 48 75.0 48 27.8 48 1 12.3 54 75.0 54 25.2 54 10.8 60 70.3 60 23.2 60 9.6 54 24 75.0 84 24 49.8 114 24 17.1 30 75.0 30 39.2 30 15.4 36 75.0 36 31.7 36 13.7 42 69.5 42 26.9 42 12.0 48 62.9 48 23.7 48 10.5 54 57.8 54 21.4 54 9.2 60 53.6 60 19.2 60 8.2 60 24 75.0 90 24 39.4 120 24 14.1 30 73.8 30 33.7 30 12.9 36 62.3 36 27.9 36 16.3 42 54.9 42 23.5 42 10.2 48 49.6 48 20.5 48 45. 5 54 18.2 54.060 42.1 60 15.9 60.1 Ei9.054 PTC Product Design Group, LLC PO Box 520775, Longwood, FL 32752-0775 Page 21 FBPE Certification of Authorization No. 25935 Appendix 4 - Block Frame, Load Width vs. Mullion Span Results Summary iL LOAD WIDTH = (W1 + W2) / 2 1) This table applies to multi -wide combination using a Vertical Structural Mullion. 2) LOAD WIDTH must be calculated using two largest adjacent side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Min. Substrate Anchor Quantity Concrete/Masonry Concrete Screw 4 Wood or Tapping Wood 6 Screw Aluminum or Steel Tapping Screw 6 Substrate 1. See Appendix 2 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 1 VERTICALSPAN - 1/2" Light Duty Aluminum Reinforcing Mull) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 24 24 75.0 60 24 75.0 96 24 31.9 30 75.0 30 75.0 30 25.9 36 75.0 36 69.8 36 22.0 42 75.0 42 63.0 42 19.2 48 75.0 48 58.6 48 17.2 54 75.0 54 56.1 54 15.8 60 75.0 60 55.3 60 14.7 66 75.0 66 55.3 66 13.8 72 75.0 72 55.3 72 13.2 30 24 75.0 66 24 75.0 102 24 26.5 30 75.0 30 65.5 30 21.5 36 75.0 36 56.4 36 18.2 42 75.0 42 50.3 42 15.9 48 75.0 48 46.3 48 14.2 54 43.6 54 12.9 60 42.1 60 12.0EU6075.0 66 41.6 66 11.2 72 41.6 72 10.7 36 24 75.0 72 24 66.5 108 24 22.3 30 75.0 30 54.4 30 18.0 36 75.0 36 46.6 36 15.2 42 75.0 42 41.3 42 13.3 48 75.0 48 37.6 48 11.8 54 75.0 54 35.0 54 10.8 60 75.0 60 33.3 60 9.9 66 75.0 66 32.3 66 9.3 72 75.0 72 32.0 72 8.8 11 42 24 75.0 78 24 56.3 114 24 75.0 30 45.9 30 36 75.0 36 39.2 36 r18.930 42 75.0 42 34.5 42 48 75.0 48 31.2 48 54 75.0 54 28.9 54 60 75.0 60 27.2 60 8.3 66 75.0 66 26.1 66 7.8 72 75.0 72 25.4 72 7.3 48 24 75.0 84 24 48.0 120 24 16.2 30 75.0 30 39.1 30 13.1 36 75.0 36 33.4 36 11.0 42 75.0 42 29.3 42 9.6 48 75.0 48 26.4 48 8.5 54 75.0 54 24.2 54 7.7 60 75.0 60 22.7 60 7.1 66 75.0 66 21.5 66 6.6 72 75.0 72 20.8 72 6.2 54 24 75.0 90 24 38.9 30 75.0 30 31.6 36 75.0 36 26.9 42 75.0 42 23.6 48 75.0 48 21.2 54 75.0 54 19.5 60 75.0 60 18.2 66 75.0 66 17.2 72 75.0 72 16.6 PTC Product Design Group, LLG PO. Box 520775, Longwood, FL 32752-0775 Page 22 FBPE Certification of Authorization No. 25935 0 ArMPFAVALW Appendix 4 - Block Frame, Load Width vs. Mullion Span Results Summary LOAD WIDTH = (W1 + W2) / 2 1) This table applies to one -wide, multi -high combinations using a Horizontal Structural Mullion. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Min. Substrate Anchor Quantity Concrete/Masonry ConcreteScrew 4 Wood or Wood Tapping 6 Screw Aluminum or Steel TappingI 6 SubsV Screw 1. See Appendix 2 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 2 HORIZONTAL SPAN - 1/2" Light Duty Aluminum Reinforcing Mull) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 24 75.0 72 24 66.5 96 24 31.9 30 75.0 30 54.4 30 25.9 36 75.0 36 46.6 36 22.0 42 75.0 42 41.3 42 19.2 48 75.0 48 37.6 48 17.2 54 75.0 54 35.0 54 15.8 60 75.0 60 33.3 60 14.7 66 75.0 1 66 32.3 66 13.8 54 24 75.0 78 24 56.3 102 24 26.5 30 75.0 30 45.9 30 21.5 36 75.0 36 39.2 36 18.2 42 75.0 42 34.5 42 15.9 48 75.0 48 31.2 48 14.2 54 75.0 54 28.9 54 12.9 60 75.0 60 27.2 60 12.0 66 75.0 66 26.1 66 11.2 60 24 75.0 84 24 48.0 108 24 22.3 30 75.0 30 39.1 30 18.0 36 69.8 36 33.4 36 15.2 42 63.0 42 29.3 42 13.3 48 58.6 48 26.4 48 11.8 54 1 56.1 54 24.2 54 10.8 60 55.3 60 22.7 60 9.9 66 55.3 66 21.5 66 9.3 66 24 75.0 90 24 38.9 114 24 18.9 30 65.5 30 31.6 30 15.3 36 56.4 36 26.9 36 12.9 42 50.3 42 23.6 42 11.2 48 46.3 48 21.2 48 10.0 54 43.6 54 19.5 54 9.1 60 42.1 60 18.2 60 8.3 66 41.6 66 17.2 66 7.8 120 24 16.2 30 13.1 36 11.0 42 9.6 48 8.5 54 7.7 60 7.1 66 6.6 PTC Product Design Group, LLC PO Box 520775, Longwaod, FL 32752-0775 Page 23 FBPE'Certification of Authorization No. 25935 Appendix 4 - Block Frame, Load Width vs. Mullion Span Results Summary i I JJ LL - LOAD WIDTH = (W1 + W2) / 2 1) This table applies to a transom over a multi -wide combination using a Vertical Structural Mullion. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Min. Substrate Anchor Quantity Concrete/Masonry Concrete Screw 4 Wood or Wood 6 Tapping Screw Aluminum or Steel' TappingSubstrate Screw 6 1. See Appendix 2 for anchor requirements. 2. Anchor Quantities are for each clip end, MULLION TABLE 3.1 VERTICAL SPAN - 1/2" Light Duty Aluminum Reinforcing Mull) Vertical mul I in 3-way transom/side-by-side assembly. Covers the transom and window heights shown in Tables 3.2 for Substrate Clip. MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 24 24 75.0 48 24 75.0 72 24 66.5. 30 75.0 30 75.0 30 54.4 36 75.0 36 75.0 36 46.6 42 75.0 42 75.0 42 41.3 48 75.0 48 75.0 48 37.6 54 75.0 54 75.0 54 35.0 60 75.0 60 75.0 60 33.3 66 75.0 66 75.0 66 32.3 30 24 75.0 54 24 75.0 78 24 56.3 30 75.0 30 75.0 30 45.9 36 75.0 36 75.0 36 39.2 42 75.0 42 75.0 42 34.5 48 75.0 48 75.0 48 31.2 54 75.0 54 75.0 28.9 60 75.0 60 75.0 N66 27.2 66 75.0 66 75.0 26.1 36 24 75.0 60 24 75.0 84 24 48.0 30 75.0 30 75.0 30 39.1 36 75.0 36 69.8 36 33.4 42 75.0 42 63.0 42 29.3 48 75.0 48 58.6 48 26.4 54 75.0 54 56.1 54 24.2 60 75.0 60 55.3 60 22.7 66 75.0 1 66 21.5 42 24 75.0 66 24 75.0 90 24 38.9 30 75.0 30 65.5 30 31.6 36 75.0 36 56.4 36 26.9 42 75.0 42 50.3 42 23.6 48 75.0 48 46.3 48 21.2 54 75.0 54 43.6 54 19.5 60 75.0 60 42.1 60 18.2 66 75.0 66 41.6 66 17.2 96 24 31.9 30 25.9 36 22.0 42 19.2 48 17.2 54 15.8 60 14.7 66 13.8 t PTC Product Design Group, LLC PO Box 520775, Longwood, FL 32752-0775, Page 24 FBPE Certification of Authorization No. 25935 A 11i u+sw 111.44 MA W Appendix 4 - Block Frame, Load Width vs. Mullion Span Results Summary LOAD WIDTH = (W1 + W2) / 2 1) This table applies to a transom over a multi -wide combination using a Horizontal Structural Mullion. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Substrate Anchor Min. Quantity Concrete/Masonry Concrete Screw 4 Wood or Tapping Wood 6 Screw Aluminum or Steel Substrate Tapping Screw 6 1. See Appendix 2 for anchor requirements. 2. Anchor Quantities are for each clip end. . MULLION TABLE 3.2 HORIZONTAL3-WAYSPAN - 1/2" Light Duty Aluminum Reinforcing Mull) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 48 24 75.0 78 24 59.1 108 24 22.7 30 75.0 30 48.3 30 18.6 36 75.0 36 41.1 36 15.9 42 75.0 42 36.0 42 14.0 48 75.0 48 32.2 48 12.5 54 75.0 54 29.3 54 11.4 60 75.0 60 27.0 60 10.6 66 75.0 66 25.2 66 9.8 72 72.0 72 23.6 72 9.2 54 24 75.0 84 24 49.7 114 24 19.2 30 75.0 30 41.0 30 15.7 36 75.0 36 35.1 36 13.4 42 75.0 42 30.7 42 11.8 48 73.2 48 27.4 48 10.5 54 67.5 54 24.9 54 9.6 60 62.8 60 22.9 60 8.9 66 58.7 66 21.3 66 8.2 72 55.2 72 20.0 72 7.7 60 24 75.0 90 24 40.1 120 24 16.4 30 75.0 30 33.0 30 13.4 36 72.3 36 28.3 36 11.4 42 63.9 42 25.0 42 10.0 48 57.6 48 22.6 48 9.0 54 52.9 54 20.7 54 8.1 60 49.2 60 19.1 60 7.5 66 46.1 66 17 99 66 7.0 72 43.4 72 16.9 72 6.5 66 24 75.0 96 24 32.8 30 68.8 30 26.9 36 58.8 36 23.1 42 51.8 42 20.3 48 46.6 48 18.3 54 42.6 54 16.7 60 39.4 60 15.5 66 36.9 66 14.5 72 34.8 72 13.6 72 24 69.8 102 24 27.2 30 57.2 30 22.3 36 48.8 36 19.0 42 42.8 42 16.8 48 38.4 48 15.1 54 35.0 54 13.8 60 32.4 60 12.7 66 30.2 66 11.9 72 28.5 72* 11.1 PTC Product Design Group, LLC PO Box 5207'75, Longwood, FL 32752-0775 Page'25 FBPE Certification of Authorization No.-25935 r r11A1A I AFMPFAr ALW Appendix 4 - Block Frame, Load Width vs. Mullion Span Results Summary zQaN JJ W1 -- W2 LOAD WIDTH = (W1 + W2) / 2 1. This table applies to a 4-way multi -wide, multi -high combination with a Vertical Structural Mullion running through the intersection. 2. LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3. Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4. Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5. Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Substrate Anchor Min. Quantity Concrete/Masonry Concrete Screw 4 Wood or TappingWood 6 Screw Aluminum or Steel Substrate Tapping Screw 6 1. See Appendix 2 for anchor requirements. 2. Anchor Quantities are for each clip end. ' MULLION TABLE 4.1 VERTICAL4-WAYSPAN - 1/2" Light Duty Aluminum Reinforcing Mullion) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 75. 0 MULL SPAN LOAD WIDTH DP PSF) 36 24 75.0 66 24 96 24 32.8 30 75.0 30 61.0 30 26.6 36 75.0 36 50.8 36 22.4 42 75.0 42 43.5 42 19.5 48 75.0 48 38.1 48 17.3 54 75.0 54 33.9 54 15.6 60 75.0 60 30.5 60 14.2 66 75.0 66 27.7 66 13.0 72 68.4 72 25.4 1 72 1 12.0 42 24 75.0 72 24 64.0 102 24 27.2 30 75.0 30 51.2 30 22.1 36 75.0 36 42.7 36 18.6 42 75.0 42 36.6 42 16.2 48 75.0 48 32.0 48 14.3 54 75.0 54 28.5 54 12.9 60 75.0 60 25.6 60 11.7 66 72 68. 4 66 23.3 66 10.8 52. 4 72 21.3 72 9.9 48 24 75.0 78 24 54.6 108 24 22.9 30 75.0 30 43.6 30 18.5 36 75.0 36 36.4 36 15.6 42 75.0 42 31.2 42 13.5 48 72.0 48 27.3 48 12.0 54 64.0 54 24.2 54 10.8 60 57.6 60 21.8 60 9.8 66 52.4 66 19.8 66 9.0 72 48.0 72 18.2 72 8.3 54 24 75.0 84 24 47.0 114 24 19.4 30 75.0 30 37.6 30 15.7 36 75.0 36 31.4 36 13.2 42 65.0 42 26.9 42 11.5 48 56.9 48 23.5 48 10.1 54 50.6 54 20.9 54 9.1 60 45.5 60 18.8 60 8.3 66 41.4 66 17.1 66 7.6 72 37.9 72 15.7 72 7.0 60 24 75.0 90 24 39.9 120 24 16.6 30 73.8 30 32.4 30 13.4 36 61.5 36 27.3 36 11.3 42 52.7 42 23.4 42 9.8 48 46.1 48 20.5 48 8.7 54 41.0 54 18.2 54 7.8 60 36.9 60 16.4 60 7.1 66 33.5 66 14.9 66 6.5 72 30.7 72 117 72 1 .6.0 PTC. Product Design Group, LLC PO Box 520775, Longwood, FL 327-52-0775 Page 26 FBPE Certifitation of Authorization No. 25935 m rim Appendix 4 - Block Frame, Load Width vs. Mullion Span Results Summary N3 III I III I I III I iMULL SPAN LOAD WIDTH = (W1 + W2) / 2 1. This table applies to a 4-way multi -wide, multi - high combination with a Horizontal Structural Mullion running through the intersection. 2. LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3. Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4. Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5. Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Substrate Anchor Min. Quantity Concrete/Masonry Concrete Screw 4 Wood or Wood 6 Tapping Screw Aluminum or Steel Substrate Tapping Screw 6 1. See Appendix 2 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 4.2 HORIZONTAL4-WAYSPAN - 1/2" Light Duty Aluminum Reinforcing Mullion) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN I LOAD WIDTH DP PSF) 36 24 75.0 66 24 75.0 96 24 31.5 30 75.0 30 61.2 30 27.4 36 75.0 36 51.0 36 23.5 42 75.0 42 44.6 42 20.0 48 75.0 48 40.1 48 17.3 54 75.0 54 36.6 54 15.1 60 75.0 60 33.9 60 13.4 42 24 75.0 72 24 67.8 102 24 25.5 30 75.0 30 51.9 30 22.5 36 75.0 36 42.7 36 19.5 42 75.0 42 37.0 42 16.8 48 75.0 48 33.0 48 14.5 54 75.0 54 30.1 54 12.7 60 75.0 60 27.8 60 11.3 48 24 75.0 78 24 58.9 108 24 20.8 30 75.0 30 44.8 30 18.6 36 75.0 36 36.5 36 16.3 42 75.0 42 31.3 42 14.1 48 75.0 48 27.8 48 12.3 54 75.0 54 25.2 54 10.8 60 70.3 60 23.2 60 9.6 54 24 75.0 84 24 , 49.8 114 24 17.1 30 75.0 30 39.2 30 15.4 36 75.0 36 31.7 36 13.7 42 69.5 42' 26.9 42 12.0 48 62.9 48 23.7 48 10.5 54 57.8 54 21.4 54 9.2 60 53.6 60 19.2 60 8.2 60 24 75.0 90 24 39.4 120 24 14.1 30 73.8 30 33.7 30 12.9 36 62.3 36 27.9 36 16.3 42 54.9 42 23.5 42 10.2 48 49.6 48 20.5 48 9.0 54 45.5 54 18.2 54 8.0 60 42.1 60 1 15.9 60 7.1 il e PTC Product Design Group, LL' C PO Box 520775, Longwood, FL 32752-0775 Page 27 FBPE Certification of Authorizatiot! No. 25935 Florida Building Code Online Page 1 of 3 dds Y4. . . rah.#.". "-< 1. •°R'"` .. <. •;y. 11-iomal Florida Depafne td BCIS Home Log In { user Registration Hot Topics ; Submit Surcharge i Stats & Facts Publications FBC Staff i BCIS Site Map ; Links j f Search Busines0 l go Product ApprovalDrofesitUSER: Public User Regulation MplrllT, ,, , IM111 Product Approval Menu > Product or ADplication Search > Application List > Application Detail FL # FL14653-R4 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived L i 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@pella.com Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Charles A. Pagen P. E., Ph. D. Fenestration Technology I Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 450 2006 t Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) 4 are in compliance with the new Florida Building Code. - Documentation from approved Evaluation or Validation Entity "",Yes C' No '- N/A https:'//floridabuilding. org/pr/pr_app_cltl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7 Wr... 12/22/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted \ 04/08/2015 Date Validated 04/08/2015 Date Pending FBC Approval Date Approved 04/12/2015 Summary of FL #e I Model, Number or Name 1 / Pella Vinyl 350 Series Windows hi;n4K of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Compliant in areas requiring up to Missile D, Windzone 3 protection. See page 6 of Product Evaluation Report for applicable Pella Window Products. Description 1/2" Light Duty Aluminum Mullion with End Anchors - Window to Window Combinations Certification Agency Certificate FL14653 R4 C CAC 411-H-1317-03.pdf Quality Assurance Contract Expiration Date 03/21/2019 Installation Instructions FL14653 R4 II EnaReoortNo1786 LiahtDutvMull Rev2.pdf Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14653 R4 AE PERNo1799 Series 350Mull-All Rev2.1)df Created by Independent Third Party: Yes 14653.2 Pella Vinyl 350 Series Windows 1/2" Standard Aluminum Mullion with End Anchors - Window to Window Combinations Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14653 R4 C CAC 411-H-1317-05.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/21/2019 Design Pressure: N/A Installation Instructions Other: Compliant in areas requiring up to Missile D, FL14653 R4 II EnoReoortNo1789 StdMull Rev2.odf Verified By: Robert J. Amoruso 49752Windzone3protection. See page 6 of Product Evaluation Report for applicable Pella Window Products. Created by Independent Third Party: Yes Evaluation Reports FL14653 R4 AE PERNo1799 Series 350Mull-All Rev2.odf Created by Independent Third Party: Yes 14653.3 Pella Vinyl 350 Series Windows 1/2" Standard Aluminum Mullion with Reinforcement and End Anchors - Window to Window Combinations imit Use Certification Agency Certificate Approved for use in HVHZ: No FL14653 R4 C CAC 411-H-1317-05.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/21/2019 Design Pressure: N/A Installation Instructions Other: Compliant in areas requiring up to Missile D, FL14653 R4 II EnoReportNo1792 StdMullReinf Rev2.1)df Verified By: Robert 1. Amoruso 49752Windzone3protection. See page 6 of Product Evaluation Report for applicable Pella Window Products. Created by Independent Third Party: Yes Evaluation Reports FL14653 R4 AE PERNo1799 Series 350Mull-All Rev2.pdf Created by Independent Third Party: Yes 14653.4 1 Pella Vinyl 350 Series Windows Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Compliant in areas requiring up to Missile D, Windzone 3 protection. See page 6 of Product Evaluation Report for applicable Pella Window Products. 14653.5 1 Pella Vinyl 350 Series Windows Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Compliant in areas requiring up to Missile D, Windzone 3 protection. See page 6 of Product Evaluation Report for applicable Pella Window Products. 1" Aluminum Mullion with End Anchors - Window to Window Combinations Certification Agency Certificate FL14653 R4 C CAC 411-H-1317-04.pdf Quality Assurance Contract Expiration Date 03/21/2019 Installation Instructions FL14653 R4 II EnaReportNo1795 HPMull Rev2.odf Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports ° FL14653 R4 AE PERNo1799 Series 350Mull-All Rev2.odf Created by Independent Third Party: Yes 1" Aluminum Mullion with Reinforcement and End Anchors - Window to Window Combinations Certification Agency Certificate FL14653 R4 C CAC 411-H-1317-01.odf Quality Assurance Contract Expiration,Date 03/21/2019 Installation Instructions FL14653 R4 II EnaReportN01798 HPMullReinf Rev2.odf Verified By:. Robert]. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV, QwtDgsw8ZVNfe-SA7Wr... 12/22/2015 11' I' ! 1• ,I iIk.L11,11tili-111MA I I• I• Ilr I 1 r11.111, bill 1,11111 U 1111 X " nl1Xl'i IXFI " n .. Florida Building Code Online Page 3 of 3 t 11 OMull-All Rev2.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: AccessibilXN 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(i), 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: " roll R M SCl'Urii I WrRICS, III 11 t littps://floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVYQwtDgsw8ZVNfe3t 7Wr:.. 12/22/201 S I"'lllllllllllllllll l 111 ArMPFAV ALW Engineering Report Date: February 16, 2015 Report No.: 1792 Report Revision No.: 2 Project No: 414-1104 Product Mfg.: Pella Corporation 102 Main St. Pella, IA 50219 Project Description: Series 350 Vinyl Window Mulling System: %" Aluminum Mullion w/Stainless Steel Reinforcement with Fin Frame and Block Frame Mullion End Clips, Non - Impact and Impact (Wind Zone 3, Missile Level D) Product Category: Windows Product Sub -Category: Mullion Compliance Method: Product Approval Rule 61G20-3.005(1)(d) — Evaluation Report by a Licensed Florida Professional Engineer Prepared By: Robert J. Amoruso, P.E. Florida P.E. No. 49752 PTC Product Design Group, LLC, PO Box 520775, Longwood, FL 32752-0775 Florida C of A No. 25935 CERTIFICATED OF INDEPENDENCE PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by the aforementioned Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or l8iddddd DAMES No 49752 a STATE {7F :,&J+ A, i` G Fi t p A : N.ctis testing of the product(s) covered by the Evaluated by: aforementioned Product Evaluation Report. Robert J. Amoruso, P.E. t Florida P.E. License Number 49752 PTC Product Design Group, LLC PO Box 520775 Longwood; FL 32752-0775 Page 1 FBPE Certification of Authorization No. 25935 AFMOFAV ALW TABLE OF CONTENTS Description Number of Pages Main Body of Report 7 Appendixes: 1-4 %" Nailing Fin and J-Channel Frame, Installation Specifics 4 2 —4 %2" Block Frame, Installation Specifics . 4 3 —4 %Z" Nailing Fin and J-Channel Frame, Load Width vs. Mullion Span Results 6 Summary 4-4 %Z" Block Frame, Load Width vs. Mullion Span Results Summary TOTAL OBJECTIVE 27 The objective of this report is to summarize engineering information and installation instructions related to the mulling systems products listed in the Scope section above. PTC Product -Design Group, LLC was contracted by Pella Corporation to perform engineering evaluations of various mulled window combinations. This report is based on using the properties of the aluminum reinforcing mull only, and does not include the section properties of the window head, sill or jambs as demonstrated in the Product Evaluation Report (PER) in accordance with the AAMA A450-06, Option 3. CODE COMPLIANCE The mullion system was (a) tested for mulled assembly Air Infiltration and Water Penetration Resistance, (b) engineered for mullion stress and deflection and (c) engineered for alternate substrate anchoring in accordance with AAMA 450-06, Option 3 and the current edition of the Florida Building Code as documented in Reference 1. Load Width vs. Mull Span Design Pressure tables shown in Appendix 3 and 4 of this report are based on results of Reference 2. The mullion system complies with the current edition of the Florida Building Code and AAMA 450-06, Option 3. PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775• Page 2 FBPE Certification of Authorization No. 25935 r iAVOOFAAFALW SCOPE The scope of this summary report includes the following components shown below used in various mulled window assemblies. Standard Aluminum Mullion w/Stainless Steel Reinforcement Plate, and used with the following mullion end clips: o 4%" Nailing Fin Frame Mullion End Clips, and 0 4 %" Block Frame Mullion End Clips, Standard Aluminum Mullion w/Stainless Steel Reinforcement Plate M 1 4%" Block Frame Mullion End Clip 4%" Nailing Fin Frame Mullion End Clip L PTC Product Design Group, LLC PO Box S20775 Longwood, FL 32752-0775 Page 3 FBPE Certification of Authorization No: 25935 a AFMIFAF 4LW Fenestration Products applicable to and for use with this mulling system include the following Series 350 Vinyl Window product line. Single Hung Window Double Hung Window Fixed (Picture) Window (including shapes) Sliding (Horizontal) Window Casement Window Awning Window Frame configurations applicable to the Series 350 Vinyl Window product line include the following. 4 %" Nailing Fin Frame, 4 %" Block Frame, and 4 %" J-Channel Frame (Nail Fin Frame with snap -in J-Channel Cover) 1 PFTC.Product Design Group, LLC PO Box 520775 Longwood, R 3.2752-0775 Page 4 FBPE Certification of Authorization No. 25935 B00FAF ALW RESULTS Result summaries include Design Pressure Capacities combinations of widths and spans for the following asses Table 1-Vertical Mullion in 2-Way, Side -by -Side window assembly II N II J II L j_ W 1 W 2 Table 3.1-Vertical Mullion in 3-Way, Transom/Side- by-Side window assembly Table 4.1- Vertical III IIIII HillI I L- J III L-- J L-- Mullion in 4-Way, Side- L__-_JL__=_.jI- __ by-Side/Side-by-Side window assembly i L L =_ r-- Ir__ II II t--W1--f--W2— --- for Load Width vs. Mullion Span tables in various nblies. Table 2 - Horizontal Mullion in 2-Way, One- 2 over -One window assembly WI Table 3.2 - Horizontal MULL SPAN-1 Mullion in 3-Way, Transom/Side-by-Side window assembly 3 Table 4.2 - Horizontal Mullion in 4-Way, Side-by- Side/Side-by-Side window assembly ill 1 1I1 1 II L --- J III L--- MULL SPAN PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 Page 5 FBPE Certification of Authorization No. 25935 e B00FAr ALV RESULTS (continued) Installation Specifics are summarized in the following Appendixes to this report. Appendix 1— 4 %" Nailing Fin and J-Channel Frame, Installation Specifics Appendix 2 —4 %" Block Frame, Installation Specifics Load Width vs. Mullion Span results are summarized in the following Appendixes to this report. Appendix 3 —4 %z" Nailing Fin and J-Channel Frame, Load Width vs. Mullion Span Results Summary Appendix 4 — 4 %" Block Frame, Load Width vs. Mullion Span Results Summary USING THIS REPORT The results contained in this report shall be utilized as follows. Load Width vs. Mullion Span Results Summary Tables Based on the frame type; Nailing Fin or Block Frame employed in the mulled assembly, go to either Appendix 3 or 4 for the Load Width vs. Mullion Span Results Summary Tables. Match the mulled window assembly with one of four possible configurations. 2-Way, Side -by -Side window assembly o Vertical Mullion 2-Way, One -over -One window assembly o Horizontal Mullion 3-Way, Transom/Side-by-Side window assembly o Vertical Mullion o Horizontal Mullion 4-Way, Side-by-Side/Side-by-Side window assembly o Vertical Mullidn o Horizontal Mullion For the 3-Way window assembly and 4-Way window assemblies, Tables 3.1 & 3.2 and Tables 4.1 & 4.2 cover either the horizontal or vertical mullion respectively. See RESULTS section above for illustrations. t + The Design Pressure Capacity for the Load Width vs. Mullion Span is derived from the results summaries shown in Appendix 3 and 4 as follows. PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 Page 6 .. FBPE Certification of Authorization No. 25935 110111IM1111 i fff1 I i AFMOFAF ALW' Using the 2-Way, Side -by -Side window assembly with a Vertical Mullion as an example (see illustration below), parameters required for table usage are: Load Width = LW = [W1 + W2]/2 _ Mull Span is the length of the vertical height of the window. The table shows resulting Design Pressure Capacity for various a sizes of LW and Mull Span. JJ Installation Specific Requirements The installation requirements are shown in the following Appendixes. I __j LL Appendix 1— 4 %:" Nailing Fin and J-Channel Frame, Installation W1_ W2 Specifics Appendix 2 —4 %:" Block Frame, Installation Specifics Those requirements include the following. Installation Anchor Schedule showing: o approved anchors, o Min. Embedment into substrate, o Min. Edge Distance to substrate edges, o Min. Spacing of anchors at the mull clip, and o substrate strengths used in determining anchor capacity. Basic illustration showing: o fastener placement on mull end clips. The quantities of anchors required at each mull clip end are summarized on the Load Width vs. Mullion Span Results Summary Tables. REFERENCES 1. PTC Product Evaluation Report No. 1799, Rev. 2, Series 350 Vinyl Window Mulling System: V" Light Duty, X" Standard, '_," Standard w/reinforcement, 1" Structural and 1" Structural w/reinforcement Aluminum Mullion with Fin Frame, Block Frame and Flange Frame Mullion End Clips, Non -Impact and Impact (Wind Zone 3, Missile Level D), signed and sealed by Robert J. Amoruso, P.E. dated 2/16/15. 2. PTC Engineering Evaluation Report No. 1791, Anchorage Engineering -and Mullion Stress Analysis of Series 350 Vinyl Window Mulling System: %" Standard Aluminum Mullion w/Stainless Steel Reinforcement with Fin Frame and Block Frame Mullion End Clips, signed and sealed by Robert J. Amoruso, P.E. dated 6/17/11. , PTC Product.De'sign Group, LLC PO Box 520775 Longwood, FL 32752-07.75' Page 7 FBPE Certification of Authorization No. 25935 711Y11 11111t111 YIMD 1LUlY,YIwY i1111iIClyIaL Y1Ltllo1IW11ifIQ l iilfilJlli1 f1111if,WiIW 1/In wl AMPOFAff maw Appendix 1— Nailing Fin and J-Channel Frame, Installation Specifics Components Employed Standard Aluminum Mullion w/Stainless Steel Reinforcement Plate shown in Figure 1 below, and used with the following mullion end clip: o 4 1/2" Nailing Fin Frame Mullion End Clips shown in Figure 2 below. M: W Nailing Fin Frame Mull Clip Figure 2 Standard Aluminum Mullion w/ Stainless Steel Reinforcement Plate Figure 1 a PTC Product Design Group, LLC PO.Box 520775 Longwood, FL 32752-0775 Page 8 FBPE Certification of Authorization No. 25935 J rBArALV Appendix 1— Nailing Fin and J-Channel Frame, Installation Specifics Anchor Installation Requirements o Window assemblies and associated mulling clips and mulls shall be assembled and installed in accordance with the manufacturer's written instructions. Windows shall be attached to the structural substrate (including attachment to the mullion) in accordance with the manufacturer's Florida Building Code approved installation instructions. Anchors shall be installed through the window framing at the mounting holes shown in the following illustration (Figure 3). Anchors shall be as required by the INSTALLATION ANCHOR SCHEDULE table in this Appendix 1 below. o Edge distances shall be maintained and are measured from the centerline of the anchor to the structural substrate edge. o Embedment into the structural substrate shall be beyond any finishing and shall meet or exceed that shown in the table. o Spacing from centerline to centerline of the anchors shall meet or exceed the "Minimum Spacing" shown in the INSTALLATION ANCHOR SCHEDULE. Anchor quantities are specified in the LOAD WIDTH vs. MULL SPAN tables below and are applicable to each end of the mulls where they attach to structural substrate. o Mull clips are NOT used at mullion -to -mullion intersections in 3-Way and 4- Way assemblies. I PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 Page 9 FBPE'Certification of Authorization No. 25935 11 Appendix 1— Nailing Fin and J-Channel Frame, Installation Specifics Mull Clip Substrate Anchor Locations USE ALTERNATING HOLES WITH ALL WINDOWS END ANCHOR N:IL FIN USE ALTERNATING MTH ALL WII END ANCHOR NAIL FIN k4U LLIO N 0 Figure 3 — Fin Frame Substrate Anchor Locations PTC Product Design. Group, LLC PO Box 520775 Longwood, FL 32752-0775 Page 10 FBPE Certification of Authorization No. 25935 BOWFAF 4LW Appendix 1— Nailing Fin and J-Channel Frame, Installation Specifics INSTALLATION ANCHOR SCHEDULE MANUFACTURER MIN. CAPACITIES USED IN INSTALLATION SUBSTRATE HEAD TYPE SIZE AND/OR EMBEDMENT MIN. EDGE MIN. ENGINEERING CAPACITIES BASED ON TYPE SPECIFICATION IN) DISTANCE (IN) SPACING (IN) LBS/ANCHOR) ANSI B18.6.1 41/2"NAILING WOOD SCREW) WOOD WITH AMINIMUM WOOD (1) PAN HEAD NO.10 1-1/2" 0.285" 0.57" 1521bs FIN FRAME ASME B18.6.4 SPECIFIC GRAVITY OF 0.42 TAPPING SCREW) N CITES: 1) FOR WOOD AND TAP PING SCREWS IF SPLITTING IS A CONCERN, DRILL3/32" PILOT HOLE FOR NAIUNG FIN INSTALLATION. The INSTALLATION ANCHOR SCHEDULE table above lists the specific installation parameters (Min. Embedment; Min. Edge Distance, Min. Spacing and substrate strengths) and well as the specific fastener specifications (type, size, and industry specification). For specific anchor quantities, refer to Appendix 3 Mullion Design Pressure Ratings tables. PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 Page 11 FBPE Certification of Authorization No. 25935 A9001F Aff Now Appendix 2 — Block Frame, Installation Specifics Components Employed Standard Aluminum Mullion w/Stainless Steel Reinforcement Plate shown in Figure 1 below, and used with the following mullion end clips: o 4 %" Block Frame Mullion End Clip shown in Figure 2 below, and Is".091801 Standard Aluminum Mullion w/Stainless Steel Reinforcement Plate Figure 1 0 Block Frame Mull Clip Figure 2 F PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 Page 12 FBPE Certification of Authorization No. 25935 Arl"FAV ALW Appendix 2 — Block Frame, Installation Specifics Anchor Installation Requirements Window assemblies and associated mulling clips and mulls shall be assembled and installed in accordance with the manufacturer's written instructions. Windows shall be attached to the structural substrate (including attachment to the mullion) in accordance with the manufacturer's Florida Building Code approved installation instructions. Anchors shall be installed through the window framing at the mounting holes shown in the following illustration (Figure 3). Anchors shall be as required by the INSTALLATION ANCHOR SCHEDULE table below. o Edge distances shall be maintained and are measured from the centerline of the anchor to the structural substrate edge. o Embedment into the structural substrate shall be beyond any finishing and shall meet or exceed that shown in the table. o 'Spacing from centerline to centerline of the anchors shall meet or exceed the "Minimum Spacing" shown in the INSTALLATION ANCHOR SCHEDULE. Anchor quantities are specified in the LOAD WIDTH vs. MULL.SPAN tables below and are applicable to each end of the mulls where they attach to structural substrate. o Mull clips are NOT used at mullion -to -mullion intersections in 3-Way and 4- Way assemblies. 13 PTC Product Design Group, LLC• PO Box 520775 Longwood, FL 32752-0775 Page 13 FBPE Certification of Authorization No. 25935 0 iArmprArALW Appendix 2 — Block Frame, Installation Specifics TO BE USED WITH CASEMIENT AND AWNING WINDOWS BLOCK END CLIP L =3 f—i Q 0 0 0 TO BE USED WITH ALL OTHER WINDOWS BLOCK END CLIP , TO BE USED WITH CASEMENT AND 9-1 AWNING WINDOWS TO BE USED WITH ALL OTHER WINDOWS l V K& MULLION ."' TO BE USED WITH ALL OTHER WINDOWS Figure 3 — Block Frame Substrate Anchor Locations 0 PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 Page 14 FBPE Certification of Authorization No. 25935 Appendix 2 — Block Frame, Installation Specifics INSTALLATION ANCHOR SCHEDULE MANUFACTURER MIN. CAPACITIES USED IN INSTALLATION SUBSTRATE HEAD TYPE SIZE AND/OR, EMBEDMENT MIN. EDGE MIN. ENGINEERING CAPACITIES BASED ON TYPE SPECIFICATION IN) DISTANCE (IN) SPACING (IN) LBS/ANCHOR) ITW TAPCONS (3) 1-3/4" 1-1/8" 2" 208 Ibs (2) MIN. 2000 PSI CONCRETE CONCRETE FLAT 3/16" ELCO CRETE-FLEX SS4 2" 1-7/8" 2" 208 Ibs MIN. 2500 PSI CONCRETEHOEAROPAN HILTI KWIK-CON II 1-1/2" 1-1/8" 2" 2081bs MIN.2000 PSI CONCRETE ITW TAPCONS (3) 1" 2" 3" 205 Ibs (2) MASONRY FLAT OR PAN STRENGTH CONFORMANCE TO ELCO CRETE-FLEX SS4 1-1/4" 1-7/8" 3" 2051bs3/16" BLOCK/CMU) HEAD ASTM C-90, MEDIUM WEIGHT HILTI KWIK-CON II V. 1-1/8" 3" 205 Ibs ANSI B18.6.1 FLAT OR PAN WOOD SCREW) WOOD WITH A MINIMUM WOOD (1) NO.10 1-1/2" 3/4" 3/4" 143 Ibs 4 1/2" BLOCK HEAD ASME B18.6.4 SPECIFIC GRAVITY OF 0.42 FRAME TAPPING SCREW) 1/8" THK. FLAT OR PAN NO. 10 ASME B18.6.4 3/8" 5/8" 172 Ibs ALUMINUM 6063-T5 ALUMINUM ALUMINUM HEAD TAPPING SCREW) OR BETTER FULLY PENETRATE1/8" THK. STEEL FLAT OR PAN NO.10 ASME B18.6.4 3/8" 5/8" 172 Ibs ASTM A-36 STEEL, 36 KSI YIELD HEAD TAPPING SCREW) STRENGTH STEEL OR BETTER SUBSTRATE 20 GAUGE WITH 3 THREADS 0.0346" MIN. THK.)STEEL FLAT OR PAN NO.10 ASME B18.6.4 PROTRUDING 3/8" 5/8" 172lbs ASTM A-653 STEEL, 33 KSI YIELD HEAD TAPPING SCREW) INTERNALLY STRENGTH STEEL OR BETTER INCLUDING STEEL STUDS NOTES: 1) FOR WOOD AND TAPPING SCREWS IF SPLITTING IS A CONCERN, DRILL7/64" PILOT HOLE FOR BLOCK FRAME INSTALLATION. 2) ITW TAPCONS CONCRETE AND MASONRY (BLOCK/CMU) ANCHOR CAPACITIES ARE BASED ON PAIRS OF ANCHORS ATTHE SPACING SHOWN. THE PER ANCHOR CAPACITY IS SHOWN AND MUST BE DOUBLED TO ARRIVE ATTHE PAIRED ANCHOR CAPACITY. 3) WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION, THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. 4 The INSTALLATION ANCHOR SCHEDULE table above lists the specific installation parameters (Min. Embedment, Min. Edge Distance, Min. Spacing and substrate strengths) and well as the specific fastener specifications (type, size, and industry specification). For specific anchor quantities, refer to Appendix 4 Mullion Design Pressure Ratings tables. PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 Page 15 FBPE Certification of Authorization No. 25935 111111W 1: WA hA#PIAPi170 11i1IR lIA>!I{A soi OMIF-0 Now Appendix 3 - Nailing Fin and 1-Channel Frame, Load Width vs. Mullion Span Results Summary F LOAD WIDTH = (W1 t W2) / 2 1) This table applies to multi -wide combination using a Vertical Structural Mullion. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) LOAD WIDTH = (W1 t W2) / 2 1) This table applies to multi -wide combination using a Vertical Structural Mullion. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Substrate Anchor Min. Quantity Wood Wood or 6 Tapping Screw 1. See Appendix 1 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 1 VERTI CAL SPAN - 1/2"Standard Aluminum Reinforcing Mullion w/Reinforcement) MULL SPAN LOAD WIDTH DP (PSF) MULL SPAN LOAD WIDTH DP (PSF) MULL SPAN LOAD WIDTH DP (PSF) 24 24 75.0 60 24 75.0 966 24 75.0 30 75.0 30 75.0 36 75.0 36 75.0 42 75.0 42 75.0 2 48 75.0 48 75.0 54 75.0 54 75.0 5 60 75.0 60 75.0 F3O60.6 3 66 75.0 66 75.0 3 72 75.0 72 75.0 1 30 24 75.0 66 24 75.0 102 8 30 75.0 30 75.0 6 36 75.0 36 75.0 36 51.3 42 75.0 42 75.0 42 44.8 48 75.0 48 75.0 48 40.1 54 75.0 54 75.0 54M6. 60 75.0 60 75.0 606675.0 66 75.0667275.0 72 75.0 72 36 24 75.0 72 24 75.0 108 24 62.9 30 75.0 30 75.0 30 50.9 36 75.0 36 75.0 36 43.0 42 75.0 42 75.0 42 37.5 48 75.0 48 75.0 48 33.4 54 75.0 54 75.0 54 30.4 60 75.0 60 75.0 60 28.0 66 75.0 66 75.0 66 26.2 72 75.0 72 75.0 72 24.8 42 24 75.0 78 24 75.0 114 24 53.4 30 75.0 30 75.0 30 43.1 36 75.0 36 75.0 36 36.4 42 75.0 42 75.0 42 31.6 48 75.0 48 75.0 48 28.2 54 75.0 54 75.0 54 25.5 60 75.0 60 75.0 60 23.5 66 75.0 66 E75.0 66 21.9 72 75.0 72 74.2 72 20.6 48 24 75.0 84 24 75.0 120 24 45.7 30 75.0 30 75.0 30 36.9 36 75.0 36 75.0 36 31.1 42 75.0 42 75.0 42 27.0 48 75.0 48 75.0 48 24.0 54 75.0 54 69.2 54 21.7 60 75.0 60 65.0 60 19.9 66 75.0 66 62.0 66 18.5 72 75.0 72 60.0 72 17.4 54 24 75.0 90 24 75.0 30 75.0 30 75.0 36 75.0 36 75.0 42 75.0 42 66.5 48 75.0 48 59.9 54 75.0 54 55.0 60 60 51.3 66 E75. 72 75.0 72 46.7 r PTC Product Design Group, LLCr PO Box 520775, Longwood, FL 32752-0775 Page 16 FBPE Certification of Authorization No. 25935 Y Appendix 3 - Nailing Fin and J-Channel Frame, Load Width vs. Mullion Span Results Summary LOAD WIDTH = (W1 + W2) / 2 1) This table applies to one -wide, multi -high combinations using a Horizontal Structural Mullion. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities per clip end) Substrate Anchor Min. Quantity Wood or Wood Tapping 6 Screw 1. See Appendix 1 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 2 HORIZONTALSPAN - 1/2" Standard Aluminum Reinforcing Mullion w/Reinforcement) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 48 24 75.0 72 24 75.0 96 24 75.0 30 75.0 30 75.0 30 73.0 36 75.0 36 75.0 36 61.9 42 75.0 42 75.0 42 54.2 48 75.0 48 75.0 48 48.6 54 75.0 54 75.0 54 44.5 60 75.0 60 75.0 60 41.3 66 75.0 66 75.0 66 38.9 54 24 75.0 78 24 75.0 102 24 74.8 30 75.0 30 75.0 30 60.6 36 75.0 36 75.0 36 51.3 42 75.0 42 75.0 42 44.8 48 75.0 48 75.0 48 40.1 54 75.0 54 75.0 54 36.5 60 75.0 60 75.0 60 33.8 66 75.0 66 75.0 66 31.7 60 24 75.0 24 75.0 108 24 62.9 30 75.0 30 75.0 30 50.9 36 75.0 36 75.0 36 43.0 42 75.0 42 75.0 42 37.5 48 75.0 48 75.0 48 33.4 54 75.0 54 69.2 54 30.4 60 75.0 60 65.0 60 28.0 66 75.0 66 62.0 66 26.2 66 24 75.0 90 24 75.0 114 24 53.4 30 75.0 30 75.0 30 43.1 36 75.0 36 75.0 36 36.4 42 75.0 42 66.5 42 31.6 48 75.0 48 59.9 48 28.2 54 75.0 54 55.0 54 25.5 60 75.0 60 51.3 60 23.5 66 75.0 66 48.6 66 21.9 120 24 45.7 30 36.9 36 31.1 42 27.0 48 24.0 54 21.7 60 19.9 66 18.5 PTC Product Design Group, LLC PO Box 520775, Longwood, FL 32752-0775 Page 17 FBPE Certification of Authorization No. 25935 1 1 f B011FAr ALW Appendix 3 - Nailing Fin and J-Channel Frame, Load Width vs. Mullion Span Results Summary i J LOAD WIDTH = (W1 + W2) / 2 1) This table applies to a transom over a multi -wide combination using a Vertical Structural Mullion. 2) LOAD WIDTH must be calculated -using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities per clip end) Substrate Anchor Min. Quantity Wood or Wood Tapping 6 Screw 1. See Appendix 1 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 3.1 VERTICALSPAN - 1/2" Standard Aluminum Reinforcing Mullion w/Reinforcement) Vertical mull in 3-way transom/side-by-side assembly. Covers the transom and window heights shown in Tables 3.2 for Substrate Clip. MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 24 24 75.0 48 24 75.0 72 24 75.0 30 75.0 30 75.0 30 75.0 36 75.0 36 75.0 36 75.0 42 75.0 42 75.0 42 75.0 48 75.0 48 75.0 48 75.0 54 75.0 54 75.0 54 75.0 60 75.0 60 75.0 60 75.0 66 75.0 66 75.0 66 75.0 30 24 75.0 54 24 75.0 78 24 75.0 30 75.0 30 75.0 30 75.0 36 75.0 36 75.0 36 75.0 42 75.0 42 75.0 42 75.0 48 75.0 48 75.0 48 75.0 54 75.0 54 75.0 54 75.0 60 75.0 60 75.0 60 75.0 66 75.0 66 75.0 66 75.0 36 24 75.0 60 24 75.0 84 24 75.0 30 75.0 30 75.0 30 75.0 36 75.0 36 75.0 36 75.0 42 75.0 42 75.0 42 75.0 48 75.0 48 75.0 48 75.0 54 75.0 54 75.0 54 69.2 60 75.0 60 75.0 60 65.0 66 75.0 66 75.0 66 62.0 42 24 75.0 66 24 75.0 90 24 75.0 30 75.0 30 75.0 30 75.0 36 75.0 36 75.0 36 75.0 42 75.0 42 75.0 42 66.5 48 75.0 48 75.0 48 59.9 54 75.0 54 75.0 54 55.0 60 75.0 60 75.0 60 51.3 66 75.0 66 75.0 66 48.6 9d 24 75.0 30 73.0 36 61.9 42 54.2 48 48.6 54 44.5 60 41.3 66 38.9 PTC Product Design Group, LLC PO Box 520775, Longwood, FL 32752-0775 • Page 18 FBPE Certification -of Authoritation No. 25935 I Appendix 3 - Nailing Fin and J-Channel Frame, Load Width vs. Mullion Span Results Summary MULL SPAN N I3 i LOAD WIDTH = (W1 + W2) / 2 1) This table applies to a transom over a multi -wide combination using a Horizontal Structural Mullion. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Substrate Anchor Min. Quantity Wood Wood or 8 Tapping Screw 1. See Appendix 1 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 3.2 HORIZONTAL 3-WAY SPAN - 1/2" Standard Aluminum Reinforcing Mullion w/Reinforcement) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 48 24 75.0 78 24 75.0 108 24 64.1 30 75.0 30 75.0 30 52.5 36 75.0 36 75.0 36 44.8 42 75.0 42 75.0 42 39.4 48 75.0 48 75.0 48 35.3 54 75.0 54 75.0 54 32.2 60 75.0 60 75.0 60 29.8 66 75.0 66 73.5 66 27.7 72 75.0 72 69.1 72 26.0 54 24 75.0 84 24 75.0 114 24 54.3 30 75.0 30 75.0 30 44.4 36 75.0 36 75.0 36 37.8 42 75.0 42 75.0 42 33.2 48 75.0 48 75.0 48 29.7 54 75.0 54 72.8 54 27.1 60 75.0 60 66.9 60 25.0 66 75.0 66 62.2 66 23.2 72 75.0 72 58.3 72 21.8 60 24 75.0 90 24 75.0 120 24 46.3 30 75.0 30 75.0 30 37.8 36 75.0 36 75.0 36 32.2 42 75.0 42 70.5 42 28.2 48 75.0 48 63.6 48 25.2 54 75.0 54 58.3 54 23.0 60 75.0 60 54.0 1 60 1 21.1 66 75.0 66 50.4 66 19.7 72 75.0 72 47.5 72 18.4 66 24 75.0 96 24 75.0 30 75.0 30 75.0 36 75.0 36 65.0 42 75.0 42 57.3 48 75.0 48 51.6 54 75.0 54 47.2 60 75.0 60 43.7 66 75.0 66 40.8 72 75.0 72 38.4 1 72 24 75.0 102 24 75.d 30 75.0 30 62.8 36 75.0 36 53.7 42 75.0 42 47.2 48 75.0 48 42.5 54 75.0 54 38.8 60 75.0 60 35.8 66 75.0 66 33.4 72 75.0 72 31.4 PTC Product Design Group, LLC PO Box620775, Longwood, FL 32752-0775 Page 19 FBPE Certification of Authorization No. 2.5935 n iAroFff4LW Appendix 3 - Nailing Fin and J-Channel Frame, Load Width vs. Mullion Span Results Summary z Q N JJ W1 W2- LOAD WIDTH = (W1 + W2) / 2 1) This table applies to a 4-way multi -wide, multi -high combination with a Vertical Structural Mullion running through the intersection. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities per clip end) Substrate Anchor Min. Quantity Wood Wood or 6 Tapping Screw 1. See Appendix 1 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 4.1 VERTI CAL 4-WAY SPAN - 1/2" Standa rd Aluminum Reinforci ng Mul I ion w/Reinforcement) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 36 24 75.0 66 24 75.0 96 24 75.0 30 75.0 30 75.0 30 74.9 36 75.0 36 75.0 36 63.3 42 75.0 42 75.0 42 55.0 48 75.0 48 75.0 48 48.8 54 75.0 54 75.0 54 43.9 60 75.0 60 75.0 60 39.9 66 75.0 66 1 75:0 66 36.6 72 75.0 72 74.2 72 33.8 42 24 75.0 72 24 75.0 102 24 75.0 30 75.0 30 75.0 30 62.2 36 75.0 36 75.0 36 52.5 42 75.0 42 75.0 42 45.6 48 75.0 48 75.0 48 40.4 54 75.0 54 75.0 54 36.4 60 75.0 60 74.8 60 33.1 66 72 75.0 66 68.0 66 30.3 75.0 72 62.4 72 28.0 48 24 75.0 78 24 75.0 108 24 64.5 30 75.0 30 75.0 30 52.2 36 75.0 36 75.0 36 44.0 42 75.0 42 75.0 42 38.2 48 75.0 48 75.0 48 33.8 54 75.0 54 70.8 54 30.4 60 75.0 60 63.8 60 27.7 66 75.0 66 58.0 66 25.4 72 75.0 72 53.1 72 23.5 54 24 75.0 84 24 75.0 114 24 54.7 30 75.0 30 75.0 30 44.3 36 75.0 36 75.0 36 37.3 42 75.0 42 75.0 42 32.3 48 75.0 48 68.7 48 28.6 54 75.0 54 61.1 54 25.7 60 75.0 60 55.0 60 23.4 66 75.0 66 50.0 66 21.5 72 75.0 72 45.8 72 19.9 60 24 75.0 90 24 75.0 120 24 46.8 30 75.0 30 75.0 30 37.8 36 75.0 36 75.0 36 31.9 42 75.0 42 67.1 42 27.6 48 7.5.0 48 59.6 48 24.4 54 75.0 54 53.2 54 21.9 60 75.0 60 47.9 60 20.0 66 75.0 66 43.5 66 18.3 72 75.0 72 39.Y 72 17.0 PTC Product Design Group, LLC PO Box 520775, Longwood, FL 32752-0775 Page 20 FBPE Certification of Authorization No. 25935 Arop's ALV Appendix 3 - Nailing Fin and J-Channel Frame, Load Width vs. Mullion Span Results Summary LOAD WIDTH = (W1 + W2) / 2 1) This table applies to a 4-way multi -wide, multi - high combination with a Horizontal Structural Mullion running through the intersection. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Substrate Anchor Min. Quantity Wood Wood or 6 Tapping Screw 1. See Appendix 1 for anchor requirements. • 2. 'Anchor Quantities are for each clip end. MULLION TABLE 4.2 HORIZONTAL 4-WAY SPAN - 1/2" Standard Aluminum Reinforcing Mullion w/Reinforcement) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 36 24 75.0 66 24 75.0 96 24 75.0 30 75.0 30 75.0 30 75.0 36 75.0 36 75.0 36 66.1 42 75.0 42 75.0 42 56.5 48 75.0 48 75.0 48 48.8 54 75.0 54 75.0 54 42.7 60 75.0 60 75.0 60 37.7 42 24 75.0 72 24 75.0 102 24 71.8 30 75.0 30 75.0 30 63.3 36 75.0 36 75.0 36 54.9 42 75.0 42 75.0 42 47.3 48 75.0 48 75.0 48 40.9 54 75.0 54 75.0 54 35.9 60 75.0 1 60 75.0 60 31.8 48 24 75.0 1 78 24 75.0 108 24 58.5 30 75.0 30 75.0 30 52.3 36 75.0 36 75.0 36 45.8 42 75.0 42 75.0 42 39.8 48 75.0 48 75.0 48 34.7 54 75.0 54 73.7 54 30.4 60 75.0 60 65.6 60 27.0 54 24 75.0 84 24 75.0 114 24 48.1 30 75.0 30 75.0 30 43.5 36 75.0 36 75.0 36 38.6 42 75.0 42 75.0 42 33.8 48 75.0 48 69.3 48 29.6 54 75.0 54 62.0 54 26.0 60 1 75.0 60 54.1 60 23.2 60 24 75.0 1 90 1 24 75.0 120 1 24 39.8 30 75.0 30 75.0 30 36.4 36 75.0 36 75.0 36 45.8 42 75.0 42 68.1 42 28.9 48 75.0 48 58.7 48 25.4 54 75.0 54 51.2 54 22.4 60 75.0 60 1 44.9 60 20.0 PTC Product Design Group,.LLC PO Box 520775, Longwood, FL 32752-0775 Page 21 FBPE Certification of Authorization No. 25935 AFMIFAF ALW Appendix 4 - Block Frame, Load Width vs. Mullion Span Results Summary LOAD WIDTH = (W1 + W2) / 2 1) This table applies to multi -wide combination using a Vertical Structural Mullion. 2) LOAD WIDTH must be calculated usingtwo largest adjacent side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Min. Substrate Anchor Quantity Concrete/Masonry Concrete Screw 4 Wood Wood or Tapping 6 Screw Aluminum or Steel Tapping Screw 6 Substrate 1. See Appendix 2 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 1 VERTICALSPAN - 1/2" Standard Aluminum Reinforcing Mullion w/Reinforcement) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 24 24 75.0 60 24 75.0 96 24 75.0 30 75.0 30 75.0 30 73.0 36 75.0 36 75.0 36 61.9 42 75.0 42 75.0 42 54.2 48 75.0 48 75.0 48 48.6 54 75.0 54 75.0 54 44.5 60 75.0 60 75.0 60 41.3 66 75.0 66 75.0 66 38.9 72 75.0 72 75.0 72 37.1 30 24 75.0 66 24 75.0 102 24 74.8 30 75.0 30 75.0 30 60.6 36 75.0 36 75.0 36 51.3 42 75.0 42 75.0 42 44.8 48 75.0 48 75.0 48 40.1 54 75.0 54 75.0 54 36.5 60 75.0 60 75.0 60 33.8 66 1 75.0 66 75.0 66 31.7 72 75.0 72 75.0 72 30.1 36 24 75.0 1 72 24 75.0 108 24 62.9 30 75.0 30 75.0 30 50.9 36 75.0 36 75.0 36 43.0 42 75.0 42 75.0 42 37.5 48 75.0 48 75.0 48 33.4 54 75.0 54 75.0 54 30.4 60 75.0 60 75.0 60 28.0 66 75.0 66 75.0 1 66 26.2 72 75.0 72 75.0 72 1 24.8 42 24 75.0 78 24 75.0 114 24 53.4 30 75.0 30 75.0 30 43.1 36 75.0 36 75.0 36 36.4 42 75.0 42 75.0 42 31.6 48 75.0 48 75.0 48 28.2 54 75.0 54 75.0 54 25.5' 60 75.0 60 75.0 60 23.5 66 75.0 66 75.0 66 21.9 72 75.0 72 74.2 72 20.6 48 24 75.0 84 24 75.0 120 24 45.7 30 75.0 30 75.0 30 36.9 36 75.0 36 75.0 36 31.1 42 75.0 42 75.0 42 27.0 48 75.0 48 75.0 48 24.0 54 75.0 54 69.2 54 21.7 60 65.0 60 19.9 17 66 62.0 66 18.5 72 60.0 72 17.4 I 54 24 75.0 90 24 75.0 30 75.0 30 75.0 36 75.0 36 75.0 42 75.0 42 66.5 48 75.0 48 59.9 54 75.0 54 55.0 60 75.0 66 75.0 Im725.0 PTC Product Design Group, LLC PO Box 520775, Longwood, FL 32752-0775 Page 2.2 FBPE Certification of Authorization No. 25935 ArOOFAV ALW Appendix 4 - Block Frame, Load Width vs. Mullion Span Results Summary LOAD WIDTH = (W1 + W2) / 2 1) This table applies to one -wide, multi -high combinations using a Horizontal Structural Mullion. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Min. Substrate Anchor Quantity Concrete/Masonry Concrete 4 Screw Wood or Wood Tapping 6 Screw Aluminum br Steel Tapping 6 Substrate Screw 1. See Appendix 2 for anchor requirements. 2: Anchor Quantities are for each clip end. MULLION TABLE 2 HORIZONTALSPAN - 1/2" Standard Aluminum Reinforcing Mullion w/Reinforcement) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 48 24 75.0 72 24 75.0 96 24 75.0 30 75.0 30 75.0 30 73.0 36 75.0 36 75.0 36 61.9 42 75.0 42 75.0 42 54.2 48 75.0 48 75.0 48 48.6 54 75.0 54 75.0 54 44.5 60 75.0 60 75.0 60 41.3 66 75.0 66 75.0 66 38.9 54 24 75.0 78 24 75.0 102 24 74.8 30 75.0 30 75.0 30 60.6 36 75.0 36 75.0 36 51.3 42 75.0 42 75.0 42 44.8 48 75.0 48 75.0 48 40.1 54 75.0 54 75.0 54 36.5 60 75.0 60 75.0 60 33.8 66 75.0 66 75.0 66 31.7 60 24 75.0 84 24 75.0 108 24 62.9 30 75.0 30 75.0 30 50.9 36 75.0 36 75.0 36 43.0 42 75.0 42 75.0 42 37.5 48 75.0 48 75.0 48 33.4 54 75.0 54 69.2 54 30.4 60 75.0 60 65.0 60 28.0 66 75.0 1 66 62.0 66 26.2 66 24 75.0 90 24 75.0 114 24 53.4 30 75.0 30 75.0 30 43.1 36 75.0 36 75.0 36 36.4 42 75.0 42 66.5 42 31.6 48 75.0 48 59.9 48 28.2 54 75.0 54 55.0 54 25.5 60 75.0 F66 51.3 60 23.5 66 75.0 48.6 66 21.9 120 24 45.7 30 36.9 36 31.1 42 27.0 48 24.0 54 21.7 60 19.9 66 18.5 1 PTC Product.Design Group, LLC PO Box 520775, Longwood, FL 32752-0.77S Page 23 FBPE Certification of Authorization No. 25935 F Appendix 4 - Block Frame, Load Width vs. Mullion Span Results Summary i 0 LOAD WIDTH = (W1 + W2) / 2 1) This table applies to a transom over a multi -wide combination using a Vertical Structural Mullion. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Min. Substrate Anchor Quantity Concrete/Masonry Concrete Screw 4 ` Wood or Wood 6 Tapping Screw Aluminum or Steel Tapping Screw 6 Substrate 1. See Appendix 2 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 3.1 VERTICAL SPAN - 1/2" Standard Aluminum Reinforcing Mullion w/Reinforcement) Vertical mull in 3-way transom/side-by-side assembly. Covers the transom and window heights shown in Tables 3.2 for Substrate Clip. MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 24 24 75.0 48 24 75.0 72 24 75.0 30 75.0 30 75.0 30 75.0 36 75.0 36 75.0 36 75.0 42 75.0 42 75.0 42 75.0 48 75.0 48 75.0 48 75.0 54 75.0 54 75.0 54 75.0 60 75.0 60 75.0 60 75.0 66 75.0 r 66 75.0 66 75.0 30 24 75.0 54 24 75.0 78 24 75.0 30 75.0 30 75.0 30 75.0 36 75.0 36 75.0 36 75.0 42 75.0 42 75.0 42 75.0 48 75.0 75.0 48 75.0 54 75.0 75.0 54 75.0 60 75.0 N24 75.0 60 75.0 66 75.0 75.0 66 75.0 36 24 75.0 60 75.0 84 24 75.0 30 75.0 30 75.0 30 75.0 36 75.0 36 75.0 36 75.0 42 75.0 42 75.0 42 75.0 48 75.0 48 75.0 48 75.0 54 75.0 54 75.0 54 69.2 60 75.0 60 75.0 60 65.0 66 75.0 66 75.0 66 62.0 42 24 75.0 66 24 75.0 90 24 75.0 30 75.0 30 75.0 30 75.0 36 75.0 36 75.0 36 75.0 42 75.0 42 75.0 42 66.5 48 75.0 48 75.0 48 59.9 54 75.0 54 75.0 54 55.0 60 75.0 60 75.0 60 51.3 66 75.0 66 75.0 66 48.6 96 24 75.0 30 73.0 36 61.9 42 54.2 48 48.6 54 44.5 60 41.3 66 38.9 PTC Product Design Group, LLG PO.Box 520775, Longwood, FL 32752-0775 Page 24 FBPE Certification of Authorization No. 25935 Illt( I I w I;u I AFMPFAV ALW Appendix 4 - Block Frame, Load Width vs. Mullion Span Results Summary MULL SPAN N 3 LOAD WIDTH = (W1 + W2) / 2 1) This table applies to a transom over a multi -wide combination using a Horizontal Structural Mullion. 2) LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3) Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4) Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5) Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Substrate Anchor Min. Quantity Concrete/Masonry Concrete Screw 4 Wood or TappingWood 6 Screw Aluminum or Steel Tapping Screw 6 Substrate 1. See Appendix 2 for anchor requirements. 2. Anchor Quantities are for each clip end. 0 MULLION TABLE 3.2 HORIZONTAL 3-WAY SPAN - 1/2" Standard Aluminum Reinforcing Mullion w/Reinforcement) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 48 24 75.0 78 24 75.0 108 24 58.1 30 75.0 30 75.0 30 52.5 36 75.0 36 75.0 36 44.8 42 75.0 42 75.0 42 39.4 48 75.0 48 75.0 48 35.3 54 75.0 54 75.0 54 32.2 60 75.0 60 75.0 60 29.8 66 75.0 66 73.5 66 27.7 72 75.0 72 69.1 72 26.0 54 24 75.0 84 24 75.0 114 24 52.8 30 75.0 30 75.0 30 44.4 36 75.0 36 75.0 36 37.8 42 75.0 42 75.0 42 33.2 48 75.0 48 75.0 48 29.7 54 75.0 54 72.8 54 27.1 60 75.0 60 66.9 60 25.0 66 75.0 66 62.2 66 23.2 72 75.0 72 58.3 72 21.9 60 24 75.0 90 24 75.0 120 24 46.3 30 75.0 30 75.0 30 37.8 36 75.0 36 71.1 36 32.2 42 75.0 42 68.0 42 28.2 48 75.0 48 63.6 48 25.2 54 75.0 54 58.3 54 23.0 60 75.0 60 54.0 60 21.1 66 75.0 66 50.4 66 19.7 72 75.0 72 47.5 72 18.4 66 24 75.0 96 24 71.3 30 75.0 30 67.1 36 75.0 36 63.7 42 75.0 42 57.3 48 75.0 48 51.6 54 75.0 54 47.2 60 75.0 60 43.7 66 75.0 66 40.8 72 75.0 72 38.4 72 24 75.0 102 24 64.2 30 75.p 30 60.5 36 75.0 36 53.7 42 75.0 42 47.2 48 75.0 48 42.5 54 75.0 54 38.8 60 75.0 60 35.8 66 75.0 66 33.4 72 75.0 72 31.4 PTC Product Design Group, LLC PO Box 520775, Long-vvaod,'FL 32752-0775 Page 25 FBPE'Certification of Authorization No. 25935 r ar4m,imm lei AFMIFAV ALW Appendix 4 - Block Frame, Load Width vs. Mullion Span Results Summary zaaU) JJ D W 1 I W2 - LOAD WIDTH = (W1 + W2) / 2 1. This table applies to a 4-way multi -wide, multi -high combination with a Vertical Structural Mullion running through the intersection. 2. LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3. Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4. Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5. Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. Anchor Quantities (per clip end) Substrate Anchor Min. Quantity Concrete/Masonry Concrete Screw 4 Wood or TappingWood 6 Screw Aluminum or Steel Substrate Tapping Screw 6 1. See Appendix 2 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 4.1 VERTI CAL 4-WAY SPAN - 1/2"Standard Aluminum Reinforcing Mullion w/Reinforcement) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 36 24 75.0 66 24 75.0 96 1 24 75.0 30 75.0 30 75.0 30 74.9 36 75.0 36 75.0 36 63.3 42 75.0 42 75.0 42 55.0 48 75.0 48 75.0 48 48.8 54 75.0 54 75.0 54 43.9 60 75.0 60 75.0 60 39.9 66 1 75.0 66 1 75.0 66 36.6 72 75.0 72 74.2 72 33.8 42 24 75.0 72 24 75.0 102 24 75.0 30 75.0 30 75.0 30 62.2 36 75.0 36 75.0 36 52.5 42 75.0 42 75.0 42 45.6 48 75.0 48 75.0 48 40.4 54 75.0 54 75.0 54 36.4 60 75.0 60 74.8 60 33.1 66 72 75.0 66 68.0 66 30.3 75.0 72 62.4 72 28.0 48 24 75.0 78 24 75.0 108 24 64.5 30 75.0 30 75.0 30 52.2 36 75.0 36 75.0 36 44.0 42 75.0 42 75.0 42 38.2 48 75.0 48 75.0 48 33.8 54 75.0 54 70.8 54 30.4 60 75.0 60 63.8 60 27.7 66 75.0 66 58.0 66 25.4 72 75.0 72 53.1 72 23.5 54 24 75.0 84 24 75.0 114 24 54.7 30 75.0 30 75.0 30 44.3 36 75.0 36 75.0 36 37.3 42 75.0 42 75.0 42 32.3 48 75.0 48 68.7 48 28.6 54 75.0 54 61.1 54 25.7 60 75.0 60 60 23.4 66 75.0 66 55.0 50.0 66 21.5 72 75.0 72 45.8 72 19.9 60 24 75.0 90 24 75.0 120 24 46.8 30 75.0 30 75.0 30 37.8 36 75.0 36 75.0 36 31.9 42 75.0 42 67.1 42 27.6 48 75.0 48• 59.6 48 24.4 54 75.0 54 53.2 54 21.9 60 75.0 60 47.9 60 20.0 66 75.0 66 43.5 66 18.3 72 75.0 72 39.9 72 17.0 PTC Product Design Group, LLC PO Box 520775, Longwood, FL 32752-0775• Page 26 FBPE Certification ofAuthotization No. 25935 wwq nrnu 0 AFMIFAV ALV Appendix 4 - Block Frame, Load Width vs. Mullion Span Results Summary LOAD WIDTH = (W1 + W2) / 2 1. This table applies to a 4-way multi -wide, multi - high combination with a Horizontal Structural Mullion running through the intersection. 2. LOAD WIDTH must be calculated using two largest adjacent (side by side) window widths. 3. Mull spans are restricted to the longest span shown in the Table. For Mull spans between those shown in the table, use the next longest span. 4. Windows may be Fixed, Sliding, Double Hung, Casement, Single Hung and Awning Windows. 5. Allowable pressures on the mulled assembly shall be controlled by the lesser of the mullion or individual window unit. ' Anchor Quantities (per clip end) Substrate Anchor Min. Quantity Concrete/Masonry Concrete Screw 4 Wood or Wood 6 Tapping Screw Aluminum or Steel Substrate Tapping Screw B 1. See Appendix 2 for anchor requirements. 2. Anchor Quantities are for each clip end. MULLION TABLE 4.2 HORIZONTAL 4-WAY SPAN - 1/2" Standard Aluminum Reinforcing Mullion w/Reinforcement) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) MULL SPAN LOAD WIDTH DP PSF) 36 24 75.0 66 24 75.0 96 24 75.0 30 75.0 30 75.0 30 75.0 36 75.0 36 75.0 36 66.1 42 75.0 42 75.0 42 56.5 48 75.0 48 75.0 48 48.8 54 75.0 54 75.0 54 42.7 60 75.0 60 75.0 60 37.7 42 24 75.0 72 24 75.0 102 24 71.8 30 75.0 30 75.0 30 63.3 36 75.0 36 75.0 36 54.9 42 75.0 42 75.0 42 47.3 48 75.0 48 75.0 48 40.9 54 75.0 54 75.0 54 35.9 60 75.0 60 75.0 60 31.8 48 24 75.0 78 24 75.0 108 24 58.5 30 75.0 30 75.0 30 52.3 36 75.0 36 75.0 36 45.8 42 75.0 42 75.0 42 39.8 48 75.0 48 75.0 48 34.7 54 75.0 54 73.7 54 30.4 60 75.0 60 65.6 60 27.0 54 24 75.0 84 24 75.0 114 24 48.1 30 75.0 30 75.0 30 43.5 36 75.0 36 75.0 36 38.6 42 75.0 75.0 42 33.8 48 75.0 69.3 48 29.6 54 75.0 L2 62.0 54 26.0 60 75.0 60 54.1 60 23.2 60 24 1 75.0 1 90 24 75.0 120 24 39.8 30 75.0 30 75.0 30 36.4 36 75.0 36 75.0 36 45.8 42 75.0 42 68.1 42 28.9 48 75.0 48 58.7 48 25.4 54 75.0 54 51.2 54 22.4 60 75.0 60 44.9 60 20.0 PTC Product Design Group, LLC PO Box 520775, Longwood, FL 32752-0775 Page'27 FBPE Certification of Authorization No.-25935 E E f r u r r n, r li Mu ,, i ,.. i. 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FL # FL14673-R4 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email U 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 PJeortscheller@pella.com Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Charles A. Pagen P. E., Ph. D. Fenestration Technology 1 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 d AAMA/WDMA/CSA 1Q1/I.S.2/A440-08 2008 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ;Yes ' No C N/A y llttps:/Lfloridabuildin:D org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8Z'VNfe8A7V3... 12/22/2015 1 U 1 9 .. A _ .... ., Y.:._1 !w i U' "1" "I'' I' l I In Ir 1 1 r i Florida Building Code Online Page 2 of 5 Product Approval Method Method 1 Option A Date Submitted 02/17/2015 Date Validated 02/17/2015 Date Pending FBC Approval Date Approved 02/21/2015 Summary of Products FL # Model, Number or Name Description 14673.1 High Performance Pella Vinyl 350 Size: 76" x 76"; 3.25" Pocket Frame Series Fixed (non -impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14673 R4 C CAC CCL 411-H-1245-06-07.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 12/17/2018 Design Pressure: +60/-60 Installation Instructions Other: 1) Configurations of glass shall conform to current FL14673 R4 II PELL0002 RevB 45 Fixed.pdf ASTM E1300; 2) Frame types shall be 3.25" Pocket, 4.5" FL14673 R4 II PELL0003 RevB 325 Fixed.pdf Block, or Flange Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14673 R4 AE PERNo1801 Series 350- Fixed Rev2 ss.pdf Created by Independent Third Party: Yes 14673.2 High Performance Pella Vinyl 350 Size: 76" x 76"; Fin Frame Series Fixed (non -impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14673 R4 C CAC CCL 411-H-1245-00-0i.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 10/15/2018 Design Pressure: +40/-40 Installation Instructions Other: 1) Configurations of glass shall conform to current FL14673 R4 II PELL0002 RevB 45 Fixed.pdf ASTM E1300 Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14673 R4 AE PERNo1801 Series 350_ Fixed Rev2 ss.pdf Created by Independent Third Party: Yes 14673.3 High Performance Pella Vinyl 350 Series Fixed (non -impact) Size: 112" x 54.5" Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14673 R4 C CAC CCL 411-H-1245-08-09.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 12/17/2018 Design Pressure: +40/-40 Installation Instructions Other: 1) Configurations of glass shall conform to current FL14673 R4 II PELL0002 RevB 45 Fixed.pdf ASTM E1300; 2) Frame types shall be 3.25" Pocket, Fin, 4.5" FL14673 R4 II PELL0003 RevB 325 Fixed.odf Block, or Flange Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14673 R4 AE PERNo1801 Series350- Fixed Rev2 ss.udf Created by Independent Third Party: Yes 14673.4 High Performance Pella Vinyl 350 Size: 96" x 66"; Fin Frame Series Fixed (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: 1) Configurations of glass shall conform to current- ASTM E1300 14673.5 I High Performance Pella Vinyl 350 Series Fixed (non -impact) Certification Agency Certificate FL14673 R4 C CAC CCL 411-H-1245-26-27..dFr Quality Assurance Contract Expiration Date 07/05/2019 Installation Instructions FL14673 R4 II PELL0002 RevB 45 Fixed.pd__f Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14673 R4 AE PERNoIB01 Series 350- Fixed Rev2 ss.pdf Created by Independent Third Party: Yes Size: 96" x 66"; 3.25" Pocket Frame CertificationLimitsofUs - e App oved for use in HVHZ: No I FL14673R4 C9CAC YCCL 41'1-H-1245-28-29.1)df i https: Hfloridabuildiiig. org/pr/pr_app_dtl.dspx?param=wGEVXQwtDgsw8Z VNfe8A7V')... 12/22/2015 Florida Building Code Online Page 3 of 5 Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: 1) Configurations of glass shall conform to current ASTM E1300; 2) Frame types shall be 3.25" Pocket, 4.5" Block, or Flange Quality Assurance Contract Expiration Date 07/06/2019 Installation Instructions FL14673 R4 II PELL0002 RevB 45 Fixed.odf FL14673 R4 II PELL0003 RevB 325 Fixed.odf Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14673 R4 AE PERNo1801 Series 350 Fixed Rev2 ss.odf Created by Independent Third Party: Yes 14673.E Standard Performance Pella Vinyl 350 Series Fixed (non -impact) Size: 76" x 76"; 3.25" Pocket Frame Limit f Use Certification Agency Certificate roved for use in HVHZ: No FL14673 R4 C CAC CCL 411-H-1245-24-25.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 12/15/2018 Design Pressure: +40/-40 Installation Instructions Other: 1) Configurations of glass shall conform to current FL14673 R4 II PELL0003 RevB 325 Fixed.odf ASTM E1300 Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14673 R4 AE PERNo1801 Series 350- Fixed Rev2 ss.odf Created by Independent Third Party: Yes 14673.7 Standard Performance Pella Vinyl Size: 76" x 76"; Fin Frame 350 Series Fixed (non -impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14673 R4 C CAC CCL 411-H-1245-00-01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/15/2018 Design Pressure: +40/-40 Installation Instructions Other: 1) Configurations of glass shall conform to current FL14673 R4 II PELL0002 RevB 45 Fixed.odf ASTM E1300; 2) Frame types shall be Fin, 4.5" Block, or Verified By: Robert J. Amoruso 49752 Flange Created by Independent Third Party: Yes Evaluation Reports FL14673 R4 AE PERNoIB01 Series 350- Fixed Rev2 ss.pdf Created by Independent Third Party: Yes 14673.8 ( Standard Performance Pella Vinyl I Size: 112" x 54.5" 350 Series Fixed (non -impact) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: 1) Configurations of glass shall conform to current ASTM E1300; 2) Frame types shall be 3.25" Pocket, Fin, 4.5" Block, or Flange Certification Agency Certificate FL14673 R4 C CAC CCL 411-H-1245-10-11.Ddf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL14673 R4 II PELL0002 RevB 45 Fixed.pdf FL14673 R4 II PELL0003 RevB 325 Fixed odf Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14673 R4 AE PERNo1801 Series 350- Fixed Rev2 ss.odf Created by Independent Third Party: Yes 14673.9 Standard Performance Pella Vinyl Size: 96" x 66"; 3.25" Pocket Frame 350 Series Fixed (non -impact) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: 1) Configurations of glass shall conform to current ASTM E1300; 2) Frame types shall be 3.25" Pocket, 4.5" Block, or Flange Certification Agency Certificate FL14673 R4 C CAC CCL 411-H-1245-30-31.pdf Quality Assurance Contract Expiration Date 07/05/2019 Installation instructions FL14673 R4 II PELL0002 RevB 45 Fixed.ndf FL14673 R4 II PELL0003 RevB 325 Fixed.pdf Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14673 R4 AE PERNo1801 Series 350- Fixed Rev2 ss.odf Created by Independent Third Party: Yes 14673.10 Standard Performance Pella Vinyl Size: 96" x 66"; Fin Frame 350 Series Fixed (non -impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14673 R4 C CAC CCL 411-H-1245-26-27.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/05/2019 https:7/floridabuilding.org/pr/pr_app_dtl.as*px?param=wGEVXQ-vvtDgsw8ZVNfe8A7V3... 12/22/2015 L L L--J Florida Building Code Online Page 4 of 5 Design Pressure: +30/-30 Installation Instructions Other: 1) Configurations of glass shall conform to current FL14673 R4 II PELL0002 RevB 45 Fixed.odf ASTM E1300 Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14673 R4 AE PERNo1801 Series 350- Fixed Rev2 ss.pdf Created by Independent Third Party: Yes 14673.11 Standard Performance Pella Vinyl 350 Series Fixed 2-Wide (non - impact) Size: 96.5" x 78"; 3.25" Pocket Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14673 R4 C CAC CCL 411-H-1245-22-23.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes impact Resistant: No 01/11/2019 Design Pressure: +25/-25 Installation Instructions Other: 1) Configurations of glass shall conform to current FL14673 R4 II PELL0002 RevB 45 Fixed.pdf ASTM E1300; 2) Frame types shall be 3.25" Pocket, 4.5" FL14673 R4 II PELL0003 RevB 325 Fixed.pdf Block, or Flange Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports FL14673 R4 AE PERNo1801 Series 350- Fixed Rev2 ss.odf Created by Independent Third Party: Yes 14673.12 Standard Performance Pella Vinyl Size: 112" x 73.5"; Fin Frame 350 Series Fixed 2-Wide (non - impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14673 R4 C CAC CCL 411-H-1245-20-21.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/05/2019 Design Pressure: +25/-25 Installation Instructions Other: 1) Configurations of glass shall conform to current FL14673 R4 II PELL0002 RevB 45 Fixed.odf ASTM E1300; 2) Frame types shall be Fin, 4.5" Block, or Verified By: Robert J. Amoruso 49752 Flange Created by Independent Third Party: Yes Evaluation Reports FL14673 R4 AE PERNo1801 Series 350- Fixed Rev2 ss.pdf Created by Independent Third Party: Yes 14673.13 Standard Performance Pella Vinyl Size: 156" x 73.5"; Fin Frame 350 Series Fixed 3-Wide (non - impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14673 R4 C CAC CCL 411-H-1245-18-19.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 03/30/2019 Design Pressure: +25/-25 Installation Instructions Other: 1) Configurations of glass shall conform to current FL14673 R4 II PELL0002 RevB 45 Fixed.odf ASTM E1300; 2) Frame types shall be Fin, 4.5" Block, or Verified By: Robert J. Amoruso 49752 Flange Created by Independent Third Party: Yes Evaluation Reports FL14673 R4 AE PERNo1801 Series 350- Fixed Rev2 ss.odf Created by Independent Third Party: Yes 14673.14 Standard Performance Pella Vinyl Size: 112" x 78"; 3.25" Pocket Frame 350 Series Fixed 3-Wide (non - impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14673 R4 C CAC CCL 411-H-1245-12-13.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 01/11/2019 Installation Instructions Other: 1) Configurations of glass shall conform to current FL14673 R4 II PELL0003 RevB 325 Fixed.pdf ASTM E1300; 2) Frame type shall be 3.25" Pocket Verified By: Robert J. Amoruso 49752 Created by Independent Third Party: Yes Evaluation Reports - FL14673 R4 AE PERNoIS01 Series 350- Fixed Rev2 ss.odf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 r a U littps://iloridabtiilding.org/pr/pr_app_dtl.aspx?param=wGE VXQ-vv-tDgswSZVNfegA7V 3 ... 12/22/2015 Florida Building Code Online Page 5 of 5 a ' v The State of Florida Is an AA/EEO employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: AccesslbiliN 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 mall. 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: CkxV -ax sccnrit :.tFTitICS 9 littps://Roridabuilding.orb/pr/pr_app_dtl.aspx? '--wGEVXQwtDgsw8ZVNfe8A7V3..: 12/22/2015 PELLA CORPORATION s SERIES 350 3-114" VINYL FIXED WINDOW INSTALLATIONANCHORAGE DETAILS GENERAL NOTES: INSTALLATION NOTES: 1. THIS PRODUCT HAS BEEN EVALUATED AND IS DESIGNED TO COMPLY WITH THE CURRENT EDITION 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT. OF THE FLORIDA BUILDING CODE AND FLORIDA RESIDENTIAL CODE BASED ON TESTING TO THE ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK PERFORMANCE STANDARDS LISTED BELOW AT THE DESIGN PRESSURE(S) STATED HEREIN. THE VENEER AND SIDING. PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORTS AND ASSOCIATED LABORATORY STAMPED DRAWINGS AS CERTIFIED BY WDMA AND 2. SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR, AND/OR MANUFACTURER'S ANCHOR DOCUMENTED IN THEIR HALLMARK CERTIFICATE OF CONFORMANCE AND LICENSE (CCL). SPECIFICATIONS, INCLUDING MINIMUM NOMINAL SIZE, MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE DISTANCES. 1.1. AAMAIWDMAICSA 101/LS.2/A440-05 1.2. AAMAIWDMAICSA 101II.S. 2IA440-08 2. THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 3: ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY, 2X FRAMING AND METAL FRAMING SUBSTRATES AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. 4. 1X AND`2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. 5. WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST, THIS PRODUCT SHALL USE AN IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR WINDBORNE DEBRIS REGIONS. 6. SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. 7. BOUNDING BOX DIMENSIONS FOR GEOMETRIC FIXED WINDOW SHAPES MUST BE EQUAL TO OR LESS THAN RECTANGULAR DIMENSIONS SHOWN HEREIN. 8. WI1 DOW FRAME MATERIAL: VINYL (PVC) 9. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04e1. 10. DESIGNATIONS'X' ANDOO' STAND FOR THE FOLLOWING (AS APPLICABLE): 10.1. X: OPERABLE LITE, SASH OR PANEL 10.2. O: FIXED LITE, SASH OR PANEL 11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING AND RESIDENTIAL CODES. 12. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED WINDOW ASSEMBLY. y13. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATERPROOFING OF THE INSTALLED WINDOW IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER ANDIOR THE INSTALLER. 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT. 2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE RESISTING SYSTEM SUBSTRATE. 3. SEE SHEET 4 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. 4. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 5. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE (ED) AND THE MAXIMUM ON CENTER O.C.) SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH THE TABLES ON SHEET 2. END DISTANCES AND O.C. SPACINGS LESS THAN THAT SHOWN IN THE TABLES ON SHEET 2 ARE ACCEPTABLE. 6. MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF WOOD COMPOSITE, HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL. 6.1. FOR POCKET FRAME INSTALLATIONS, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 7. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2. SEE SHEET 2 FOR DESIGN PRESSURES. SEE GENERAL NOTE 12 FOR ADDITIONAL REQUIREMENTS TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 B GENERAL NOTES, INSTALLATION NOTES & TABLE OF CONTENTS 2 B ANCHOR SCHEDULES AND DP CHART 3 B ELEVATIONS & ANCHOR LAYOUTS 4 B POCKET FRAME INSTALLATION SECTION AND B.O.M. J a O N rn a S0 K a w w w Om o— J Q j _t m z w0 o a w $z Q inn Z Cl) I- Om Uu. 00Zw ofw o w wLL LLO 0 ujw N wF xrF vi F' 2 m am¢>ZZO o aueOZ—O s$ c,5r,r uj a og I I w Ra IL M r^ztl w tY towwLnf- Oz lily, w Bgl w B 8 Robert J. Amoroso, P.E. FWWa P.E. N. 49752 Digitally signed by Robert J. Amoruso, P.E. DN: cn=Robert J. v,uEs.. k oAmoruso, P.E. 005.1:cen s.•g: o=PTC Product 9" ryms r .,_•_ Design Group, L-C, 9: 0., e4 ofw' ou=FL P.E. No. 49752, FBPE Cert. of sid,. vn ca,,• Auth. No. 25935, email= robeA@ptc- corp. com,c=US Date: 2014.10.09 09: 26:02-04'00' INSTALLATION ANCHOR SCHEDULE' WINDOW FRAMETYPE FASTENER HEAD TYPE FASTENER SIZE SUBSTRATE MANUFACTUREREMBEDMENT AND/OR SPECIFICATION IN)(2) EDGE DISTANCE IN)(2) ANCHOR CAPACITIES BASED ON ITN TAPCONS (1) 1-1/2" 1-1/8" MIN. 2000 PSI CONCRETE ELCO ULTRACONS 1.3/8" 1" MIN. 2506 PSI CONCRETE CONCRETE ELCO CRETE-FLEX 554 2" 1-7/8" MIN. 2S00 PSI CONCRETE HILTI KWIK-CON11 1-1/2" 1-1/8" MIN. 2000 PSI CONCRETEFLASOR HEX HEAD 3/16" ITW TAPCONS (1) 1" 2" ELCO ULTRACONS 1-1/4" 1" MASONRY STRENGTH CONFORMANCETO ELCO CRETE-FLEX SS4 1-1/4" 1-7/8" BLOCK/CMU) ASTM C-90, MEDIUM WEIGHT POCKETFRAME HILTI KWIK-CON II 1" 1-1/8" USING ANSI B18.6.1THROUGH FRAME ANCHOR WOOD WOOD SCREW) (2) 1-1/2" 1" WOOD WITH A MINIMUM SPEC] FIC GRAVITY OF 0.42ASME818.6.4 TAPPING SCREW) (2) 20 GAUGE (0.0346" FLAT OR PAN HEAD N0. 10 MIN. THK.) STEEL INCLUDING STEEL ASME B18.6.4 TAPPING SCREW)(2) FULLY PENETRATE 1" ASTM A-653 STEEL, 33 KSI YIELD STRENGTH STEEL OR BETTER STUDS SUBSTRATE WITH 3 THREADS1/8"MIN. THK. STEEL ASME 818.6.4 TAPPING SCREW)(2) 1" ASTM A-36 STEEL, 36 KSI YIELD STRENGTH STEEL OR BETTER PROTRUDING 0. 060"MIN.THK. ALUMINUM ASME 818.6.4 TAPPING SCREW)(2) 1" 6063-TS ALUMINUM OR BETTER INTERNALLYNOTES: 1) WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION, THEY SHALL BETHE ADVANCED THREADFORM TECHNOLOGY TYPE. 2) FOR WOOD AND TAPPING SCREWS IF SPLITTING IS A CONCERN, DRILL 7/64" PILOT HOLE FOR POCKET FRAME INSTALLATION. NOTE5: f. INSTALLATION ANCHOR SCHEDULE TABLE LISTS APPROVED ANCHOR SPECIFICATIONS BASED ON THE WINDOW FRAME TYPE AND SUBSTRATE. 2. 3-1/4" POCKET FRAME INSTALLATION -SINGLE CONFIGURATION TABLE LISTS THE FOLLOWING INFORMATION. 2. 1. REQUIRED ANCHOR TYPE BASED ON SUBSTRATE. 2. 2.• END DISTANCE (ED) OF ANCHORS AT FRAME ENDS AS DIMENSIONED ON ELEVATION DRAWINGS. 2. 3. MAXIMUM O:C. (ON CENTER) SPACING FOR ANCHORS BETWEEN THE FRAME END ANCHORS• DIMENSIONED ON ELEVATION DRAWINGS. 2. 3.1. QUANTITY OF ANCHORS BASED ON MEETING THE O.C. SPACING REQUIREMENTS. 2. 4. - MAXIMUM WINDOW SIZES (W x H) 2, 5. MAXIMUM DESIGN PRESSURE (11P) 3. 3-114" POCKET FRAME INSTALLATION -TWIN & TRIPLE CONFIGURATION TABLE LISTS THE FOLLOWING INFORMATION. 3. 1. REQUIRED ANCHOR TYPE BASED ON SUBSTRATE. 3. 2. END DISTANCE (ED) OF ANCHORS AT FRAME+ENDS AS DIMENSIONED ON ELEVATION DRAWINGS. 3. 3. MAXIMUM O.C. (ON CENTER) SPACING FOR ANCHORS BETWEEN THE FRAME END ANCHORS DIMENSIONED ON ELEVATION DRAWINGS. 3. 3 j. QUANTITY OF ANCHORS BASED ON MEETING THE O.C. SPACING REQUIREMENTS. 3. 4. MAXIMUM WINDOW SIZES (W x H) 3. 5. MAXIMUM DESIGN PRESSURE (DP) 3. 6. TRANSITION BAR (fNTEGRAL MULLION) ANCHOR CLUSTER INCLUDING: 3. 6.1. QUANTITY CLUSTERED ANCHORS, AND 3. 6.2. MINIMUM SPACING OF CLUSTERED ANCHORS. 3- 1/4" POCKET FRAME INSTALLATION - SINGLE CONFIGURATION FRAME CONFIGURATION ANCHOR ( SEE ANCHOR SCHEDULE) MAX WINDOW SIZE DP ( psQ END DISTANCE (Eb) (In) MAX. O.C. (in) IN In H In HEAD SILL JAMBS HEAD SILL JAMBS POCKET FRAME USING THROUGH FRAME ANCHOR NO. 10 WS ANSI B18.6.1) 76. 00 76.00 40 6. 00 6.00 16 16 76. 00 76.00 60 10 10 96. 00 66.00 40 15 1/4 22 1/2 96. 00 66.00 60 91/2 13 112. 00 55.00 40 14 14 112. 00 55.00 60 9 9 3/ 16" CONCRETE SCREW OR NO. 10 TAPPING SCREW ( ASME B18. 6.4) 76. 00 76.00 40 20 20 76. 00 76.00 60 16 16 96. 00 66.00 40 163/4 271/2 96. 00 66.00 60 101/2 131/2 112. 00 55.00 40 20 20 112. 00 55.00 60 14 14 SINGLE CONFIGURATION UNITS MAY BE INSTALLED ATA 900 ORIENTATION SWAPPING MAX. WIDTH AND MAX. HEIGHT WINDOW SIZE. 3- 1/4" POCKET FRAME INSTALLATION -TWIN &TRIPLE CONFIGURATION TRANSITION BAR FRAME CONFIGURATION ANCHOR ( SEE ANCHOR SCHEDULE) MAX. WINDOW SIZE DP( psf) ANCHOR CLUSTER AT HEAD/ SILL ED ( In) MAX. O.C. (In) W ( in) H (in) City. MIN O.C. HEAD/SILL IAMBS HEAD/SILL JAMBS 97 78 40 4 97 78 1 60 6 NO. 10 WS ANSI B18.6.1) 1 112 78 40 4 112 78 60 6 3/ 16" CONCRETE SCREW 97 78 40 3 2 POCKET FRAME USING THROUGH FRAME ANCHOR 4. 5 4.5 11 11 97 78 60 5 112 78 40 3 112 78 60 4 NO. 10 97 78 40 3 97 1 78 60 5 TAPPINGSCREW ( ASME 1 1 122 1 78 40 3 B18. 6.4) 1 112 1 78 60 1 4 0 rtoa 3 o I a Z rn LuXt o p t LU o- W 0J Oj Qw ofwd9ozQNS LL 3 o°zw O O oa Z ¢ K W c L] U a 0W JD ,= H OaW NZQ~ Z 0Q> w Z-- J g5Z- B N W r1= q oaMNR5Ln0 y En Q R _ 8 Robed J. A -so, P.E. FloWa P.E. No. 49752 oOV?` sari'0%,. Mp p153 SIX, 6TATE OF 3i0YALE: S Digitally signed by Robert 1. Amoruso, P. E. DN: cn=Robert J. Amoruso, P.E., o=PTC Product Design Group, LLC ou=FL P.E. No. 49752; FBPE Cert. of Auth. No. 25935, m eail=robertDptc-corp.com, c=US Date: 2014.10.09 09:26:16.04'00' MAX. UNIT WIDTH SEE TABLE SHEET 2 6" MAX. 6" MAX. -} I 6" MAX. INSTALLATION ANCHOR SEE TABLE SHEET 2 FOR SIZE AND MAX. O.C. SPACING. (SEE NOTE 1 THIS SHEET) 4 1, MAX. UNIT j HEIGHT SEE A TABLE 4 SHEET 2 6" MAX. 4 1, SERIES 350 SINGLE VINYL FIXED WINDOW POCKET FRAME THROUGH FRAME INSTALLATION EXTERIOR VIEW MAX, UNIT WIDTH SEE TABLE SHEET 2 — 4 1 /2" MAX. 4 1 /21" MAX. 4 1/2" MAX. MAX. UNIT WIDTH SEE TABLE SHEET 2 4 1 /2" MAX. 4 1 /2" MAX. —I 1— 2" MAX. CLUSTER SEE NOTE 2 THIS SHEET O O EIIGHTL A TABL SHEET 4 CLUSTER SEE NOTE 2 THIS SHEET 2" MAX. SERIES 350 TWIN VINYL FIXED WINDOW POCKET FRAME THROUGH FRAME INSTALLATION EXTERIOR VIEW 4 1 /2" MAX. —I CLUSTER CLUSTER SEE NOTE 2 SEE NOTE 2 THIS SHEET THIS SHEET O / O O / CLUSTER GLUSTER SEE NOTE 2 SEE NOTE 2 THIS SHEET THIS SHEET U11 I IIlli I I VIII /' I SERIES 350 TRIPLE VINYL FIXED WINDOW POCKET FRAME THROUGH FRAME INSTALLATION EXTERIOR VIEW INSTALLATION ANCHOR SEE TABLE SHEET 2 FOR SIZE AND MAX. O.C. SPACING. (SEE NOTE 1 THIS SHEET) INSTALLATION ANCHOR n SEE TABLE SHEET 2cn0 FOR SIZE AND MAX. o O.C. SPACING. (SEE NOTE 1 THIS SHEET) f- UW wa NIT SEE 2 MAX. UNIT NOTES: HEIGHT SEE 1. QUANTITY OF ANCHORS BASED ON TABLE MEETING THE O.C. SPACING SHEET 2 REQUIREMENTS SHOWN ON SHEET 2 TABLES. 2. SEE SHEET 2 FOR CLUSTERED ANCHOR QUANTITIES AND MINIMUM SPACING. CLUSTERED ANCHORS SHALL BE EVENLY GROUPED ON EACH SIDE OF THE INTERNAL MULLION AND SPACED 3" FROM THE MULL CENTERLINE. SUBSEQUENT SPACING BETWEEN ANCHORS SHALL BE AS INDICATED ON SHEET 2 TABLES. SI of Lu to < Z- g o (L Robert J. Neoruso, P.E. RoMe P.E. No. 49752 Digitally signed by Robert J. Amoruso, P.E DN: cn=Robert J. a yicens4a :.,,, Amoruso, RE, o' ° "•,nq o=PTC Product w,-:•¢? Design Group, LLC, LW'+" ou=FL P.E. No. F9A og3a tor'.' 49752 FBPE Can. ofAuth. No. 25935, email=robert@ptc- corp.com, c=US 4 Date: 2014.10.09 u' 2 s:' 09:26:28.04'00' BILL OF MATERIALS NO. DESCRIPTION CITYITEM 1 WIDE 2 WIDE 3 WIDE 1 FRAME SILL 1 1 1 FRAME HEAD 1 1 1 3 FRAME JAMB, LEFT 1 1 1 4 FRAME JAMB, RIGHT 1 1 1 5 TRANSITION BAR ASSEMBLY 1 2 6 8 X2 1/2" PHILLIPS STAINLESS STEEL DRYWALL SCREW 8 16 7 FRAME COVER, WIDTH 2 4 6 8 •• FRAME COVER, HEIGHT 2 4 6 9 (SEE NOTE THIS SHEET) 11/16" IG ASSEMBLY (SHOWN) 1 (OPT) 1 (OPT) 1 (OPT) 1" IG ASSEMBLY 1 1/4" TRIPLE IG ASSEMBLY ' 1 7/16" TRIPLE IG ASSEMBLY 10 11116" FIXED GLAZING BEAD, RAIL, WITH WEEPS (SHOWN) WHITE/ALMOND) 1 (OfSI) 2 (OPT) 3 (OPT) 1" FIXED GLAZING BEAD, RAIL, WITH WEEPS (WHITE/ALMOND) 11/16" FIXED GLAZING BEAD, RAIL, WITH WEEPS (BROWN) 1" FIXED GLAZING BEAD, RAIL, WITH WEEPS (BROWN] 1 1/4" FIXED GLAZING BEAD, RAIL, WITH WEEPS (ALL COLORS) 1 7116" FIXED GLAZING BEAD, RAIL, WITH WEEPS (ALL COLORS) 11 11/16" FIXED GLAZING BEAD, RAIL, TOP (SHOWN) WHITE/ALMOND) 1 (OPT) 2 (OPT) 3 (OPT) 1" FIXED GLAZING BEAD, RAIL, TOP (WHITE/ALMOND) 11/161 FIXED GLAZING BEAD, RAIL, TOP (BROWN) 1" FIXED GLAZING BEAD, RAIL, TOP (BROWN) 1 1/4" FIXED GLAZING BEAD, RAIL, TOP (ALL COLORS) 1 7/16" FIXED GLAZING BEAD, RAIL, TOP (ALL COLORS) 12 11/16" FIXED GLAZING BEAD, STILE (SHOWN) WHITE/ALMOND) 2 (OPT) 4 (OPT) 6 (OPT) 1" FIXED GLAZING BEAD, STILE (WHITE/ALMOND) 11/16" FIXED GLAZING BEAD, STILE (BROWN) 1" FIXED GLAZING BEAD, STILE (BROWN) 1 1/4" FIXED GLAZING BEAD, STILE (ALL COLORS) 1 7116" FIXED GLAZING BEAD, STILE (ALL COLORS) 13 SETTING BLOCK 14 GLAZING SEALANT it HEAD EXPANDER 1 (OPT) 1 (OPT) 1 (OPT) 16 SLOPE SILL ADAPTER 1 1 1 17 1 BROWN TOUCHUP PAINT 18 INARROW JOINT SEAM SEALER, CLEAR NOTE: 1 -GLASS THICKNESS IS BASED ON PERFORMANCE GRADE RATING AND SIZE OF WINDOW PER ASTM E1300. bb SEE TABLE SHEET 2, MIN. EMBED, SEE TABLE SHEET 2, MIN. EDGE DIST. INSTALLATION ANCHOR SEE TABLE SHEET 2 SUBSTRATE VARIES SEE TABLE SHEET 2. SUBSTRATE BY OTHERS OPTIONAL 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED. SEE GENERAL NOTE 3 SHEET 1 APPLY EXTERIOR SEALANT ACCORDING TO MANUFACTURER'S INSTRUCTION O a Z oo , 1 /4" MAX. ¢ 6'- o Z o 2 a rSHIM APPLY INTERIOR Z o w I SEALANT ACCORDING TO 22 S MANUFACTURER'S o J INSTRUCTION F- O z rrFWu- ..= to3 AT SILL THERE MUST qa lY J N „ ~ ~ or z z BE APPROVED SEALANT a to ¢ jo UNDER ANCHOR HEAD o < g \ZUgJ.rO g^ a M 5 I yy~ Py INTERIOR a Z I y6 g x LL W IT EXTERIOR EXTERIOR A HORIZONTAL CROSS SECTION 4 POCKET' FRAME •THROUGH FRAME INSTALLATION JAMB SHOWN, HEAD AND SILL SIMILAR Robert J. An-ubo, P.E. Florida P.E No. 49752 Digitally signed by Robert J. Amoruso, P.E DN:cn=Roberti. B;W'!, Amoruso, P.F. o=PTC Product eb 91b2 joy Design Group, LLC, t bTA E OF sg ou=FL P.E. No. 9. W" tr oarar•:'a'° 49752, FBPE Cert. of rovrt aa` Auth: No.25935, email=robert@ptc- corp.com, c=US Date: 2014.10.09 09:26AO-"00'