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Home My WebLink About326 Appaloosa Ct - BR18-3000 - WINDOWSCITY OF SkNFORD FIRE DEPARTMENT trD4 JUL p g 24 Building & Fire Prevention Division PERMIT APPLICATION Application No: C-J Documented Construction Value:$ 13,200.00 Job Address: 326 Appaloosa Ct Historic District: Yes No Parcel 1D: 18-20-31-506-0000-1280 Residential Commercial Type of Work:- New[] Addition Alteration Repair Demo Change of Use Move Description of Work: Replace 11 windows and one door size for size Plan Review Contact Person: Phone: 7276378400 Name Jessica Sutliff Street: 326 Appaloosa Ct Tim Omalley Title: Fax: Email:tim.omalley@expeditepermit.com City, State Zip: Sanford FI 32773 Name Property Owner Information Phone: 4077800988 Resident of property? : Contractor Information Pella Winows and Doors / James Rowland Phone: 7276378400 Street: 350 W State Road 434 City, State Zip: Longwood FI 32750 Name: Street: City, St, Zip: Bonding Company: Address: Fax: Owner State License No.: CBC046712 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 MUS"r 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 105.3 Shall be inscribed with Ibe dale or application and the code in erreel as of Ihal date: 6" Edition (2017) Florida Building Code Revised: January 1. 2018 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 Namc Date Signature of Notary -State of Florida Date Z'- A- ) ' Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature No tippS eorF13t1tApfH e MY COMMISSION ttGG 117135 EXPIRES: August 7, 2021 Bonded Thru Notory Public Undelwrltore Owner/Agent is Personally Known to Me or Contractor/Agent is personally Known to Me or Produced ID Type of ID Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[:] Gas Root Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: '5F' A Revised: January I, 2018 Permit Application 7/2/2018 SCPA Parcel View: 18-20-31-506-0000-1280 o ^aJonmon,cN Property Record Card 1 P Parcel: 18-20-31-506-0000-1280 scM.au;oaMr,wno„ Property Address: 326 APPALOOSA CT SANFORD. FL 32773 Parcel Information I I Value Summary Parcel 18-20-31-506.0000-1280 Owner(s) SUTLIFF, HARLEY SUTLIFF, JESSICA S Properly Address 326 APPALOOSA CT SANFORD, FL 32773 Mailing 326 APPALOOSA CT SANFORD, FL 32773- Subdivision Name BAKERS CROSSING PHASE 2 Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2013) Legal Description LOT 128 BAKERS CROSSING PHASE 2 PB 62 PGS 97 - 99 2018 Working Values 2017 Certified Values Valuation Method I CosUMarket I Cost/Market Number of Buildings 1 I 1 Depreciated Bldg Value I $167,962 158,322 Depreciated EXFT Value Land Value (Markel) I $37,000 34,000 Land Value Ag Jusl/Market Value " I $204,962 I $192,322 Portability Adj Save Our Homes Adj 74,782 64,820 Amendment"I Adj 0 P&G Adj 0 0 Assessed Value 1$130.180 I $127.502 Tax Amount without SOH: $2,874.00 2017 Tax Bill Amount $1,639.00 Tax Estimator Save Our Homes Savings: $1,235.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxes - - - - -1 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 130,180 I $50.000 I $80.180 Schools 130,180 I $25.000 105.180 City Sanford 130,180 50.000 80,180 SJWM(Sainl Johns Water Management) 130,180 50,000 80,180 County Bonds 130.180 50,000 80,180 Sales - - - - - ---- - - - - • - Description ^ Date Book Page `Amount Qualified — Vac/Imp SPECIAL WARRANTY DEED 2/1/2012 07755 0038 130,000 No Improved CERTIFICATE OF TITLE 11/1/2011 07669 1QQ 100 No Improved WARRANTY DEED 4/1/2004 05328 1967 189,000 Yes Improved WARRANTY DEED 9/1/2003 05039 0919 227,000 No Vacant Ir" comp"T" 89*1 Land — Method Frontage Depth Units Units Price Land Value 37.000.00 i $37.000 Building Information Is Be_d/Bath count incorrect? Click Here. _ - I —I hllp://parceidetail.scpafl.org/ParceiDetaillnio.aspx?PID=18203150600001280 1/2 Contract - Detailed Pella Window and Door Showroom of Longwood Sales Rep Name: Warmbier, Kyle 350 West State Road 434 Sales Rep Phone: 407-840-0427 Longwood, FL 32750 Sales Rep Fax: 407-937-3258 Phone: (407) 831-0600 Fax: (407) 937-3282 Sales Rep E-Mail: WarmbierKT@pella.com Customer Information '. : ` Project/Delivery Address—'. Order • Information Jessica Sutliff 326 Appaloosa Ct Sutliss,Jessica,326 Appaloosa Ct,Sanford,FL,US,327 326 Appaloosa Ct Quote Name: Sudiss,Jessica,326 Appaloosa Ct,Sanford,FL,US,327 Order Number 7218KW4P3 SANFORD, FL 32773-6885 Lot # Quote Number: 9857016 Primary Phone: (407) 7800988 Sanford, FL 327773-6885 Order Type: Installed Sales Mobile Phone: County: Seminole Wall Depth: Fax Number Owner Name: Payment Terns: 3% /Cash In Advance is -Mail: jessi.howard@gmail.com Jessica Sutliff Tax Code: CAP IMP 2 Contact Name:' Owner Phone: (407) 7800988 Cust Delivery Date: 07/16/2018 Quoted Date: 2/19/2018 Great Plains #: 1004602602 Contracted Date: 4/6/2018 Customer Number 1008608557 Booked Date: 6/18/2018 Customer Account: 1004602602 Customer PO #: n s: Line #'.: ;Location:: '.. :::: :....:.::: .:... Attributes.: 10 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.pella.com Printed on 6/19/2018 Contract - Detailed Page 1 of 19 Customer. Jessica Sutliss CA-tstoriik, Name (Please print) Cus mer Mignature Date Credit Card Approval Signature Project Name: Suthss,Jessica,326Appaloosa Ct, Sanford, FL, US, 327 o. t Pella Sal& Rep Name (Please print) Pella Sales Rep Signature f/a z (SI' Date Order Number. 7218KW4P3 Quote Number. 9857016 Orderlpltals Taxable Subtotal 8.704.32 Sales Tax @ 0% 0.0 Non-taxable Subtotal S4,495.68 Total 13,200.00 Deposit Received 13,200.00 Amount Due 0.00 For more information regarding the finishing, maintenance, service and warranty of all Pella@ products, visit the Pella@ website at www.pella.com rL-L-;I..J 0--- 1C ...f 4C THIS INST NT PREPARED BY: Q . S 2VPA Name: a (,Jm S S Address: Sat VJ L Qu,o h a7So NOTICE OF COMMENCEMENT Permit Number: / Parcel ID Number: 18 -'do - 3 - 5-0 oo 00 — I Pao The undersigned hereby gives notice that Improvement wit: he made to certain real property, and In acowdanoo will. Chapter 753, Florida Stelules. 11w following Information Is provided In this Notice of Commencement. 1. DESCRIPTION OF_ PROPERTY: (Least descriptioncl the propertypnd street address If ovallabt_e) 2. GENERAL DESCRIPTION OF IMPROVEMENT: k)06bus & Door 3. OWNER INFORMATION OR LESSEE INFORMAT1ON IF THE `pESSEE CONTRACTED FOR THE IMPROVEMENT: Ntuneendsddross:iI SS,rr,'SU41'4 i a /7I1t xSA C.i Scu o d 1- 3ri%% Interest In property: aUANIP r Fee Simple Title Holder (If other then owner listed above) Name, 4. CONTRACIOR: Name: rC' 110 IAJon(76UJJ (i1A(7 llOOIS Phone Address:,,,'—K.,' LA/ : FC71-C ICO 001 '7r3 `( LM' Y W O00 F-L. U 5. SURETY (It applicable, a copy of lire payment bond Is stitched): Name:__ Address- Amount of Bond: 9. LENDER: Nam: Phone Number. Address: 7. Persons within the Slate of Florida Designated by Owner upon whnrn notice nr other documents may he served as provided by Section 713.13(1((at)7., Florida Stalules. Nema Phone Number: Address. 8. In addilbrr, Owner tlettgnsles to receive a copy of The Lionore Notice as provided In Section 713.13(fXb), Florida Stalules. Phone number: 9. Expiration Dale of Notice of Commencement (rho expiration it 1 year from dnlo of recording unless a different dote Is specified) WARNI146 TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE N0710E OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB 817E BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDINO YOUR NOTICE OF COMMENCEMENT. Je-pi ca. Ne . or Lame, erV sfe rLn a tra'd "ens W4 r w4" awworys T16M)") LL ( Aveoftedoaarr7raaormwr 1 Stale of 1 l0/'IndO Cotmlyof sp—m-nole^ y^/ f( The foregoing Instrument was ackkn o-wledged before me this d day of / 1 I r r ( 02Jv by -Te„A5Si Ca JV4 4 i"tr Who Is personally known to me D OR rAnra AnonrrtlrqWlasr.l who has produced Identincatlon`Wtype of Idonlincation produced: L SLAL jl;2- Richle Roberts aaeyagnem• f10E1 NOTARY PUBLIC BTATE OF FLORIDF Commll FF95g353 Expires 6/4/2020 GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2018077664 BK 9167 Pg 0962; (1pg) E-RECORDED 07/06/2018 09:10:52 AM 10.00 350 Slate Road 434 WHWINDOWS & DOORS Longwood, Florida 32750 407 831 0600 FAX 407 339 7742 Authorization Letter / Power of Attorney I, James Samuel Rowland, do hereby authorize the following persons to act as agents on behalf of myself and Pella Windows & Doors to pull and sign for any permits submitted under my Florida State contractor License number CBC046712. Authorized Persons: Brian Kirby Tim O'Malley Christine O'Malley Erick DeDios Aaron Hallich David Weed Regards, mes Samuel Rowland Qualifier CBC046712 Pella Windows & Doors STATE OF FLORIDA COUNTY OF LAKE Owner: Je,5s'wco, Svc 1;-' 3ab Ap(c ccosa C4 Sov4'ord L 3 a %-73 The foregoing instrument was acknowledged before me this day of /V 2019 by JAMES SAMUEL ROWLAND, who is personally known to me. Notary Public Print Name My commission expires: Seal) VIEWED TO BE THE BEST" TIMOTHY R. O'MALLEY r,? MY COMMISSION # GG 117135 y4 EXPIRES: August 7, 2021 FO;,°,`.°' Bonded Thru Notary Public Underwriters REQUIRED IINSP ECT][O S1EQU ENCE Rp• I Q - 2yv r-1 se;W, WG PERMIf Nhian Mar fosIgection IIDescri dbn Footer / Setback Stemwall Foundation / Form Board. Survey Slab / Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell Sheathing — Walls - Sheathing — Roof - Roof Dry In Frame Insulation Rough In• Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building- 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 Al Address: IIns ecdon IIDescna don Electric Undergroundn7MnmaxFooter / Slab Steel Bond Electric Rough T.U.G. Pre-Power Final Electric Final JIM._ _ ,gym:,_ _ _:.x i't •.: `_,', 1 ii>ei; jao•:: tion - - 1 11Il® Max IIns ecdon IIDescri Mechanical Rough Mechanical Final 1 9Iun Max rms ecdoo IIDescri tion Gas Underground Gas Rough Gas Final REVISED: June 2014 RECORD COPY M v r u- 0d ON LL N u BulLoti o4 NFORO AgRTME 1 8- 3000 9 REVIEWED FOR CODE COMPLIANCE mil_ PLANS EXAMINER DATE SM FORI BUI-DING DIVIS ON A PERMIT ISSUED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODES. NOR SHALLISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTER RCONSTRUCTIOON OR VIIOLATIONS OF THIS CODE el City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address "DLb 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 C Sw n c ac I Sliding Sectional Roll U Automatic Other 2. Windows Single Hung 2 S (2r i C S v I 3 d Horizontal Slider Casement Double Hun Fixed 90X n .1 -, e I I t Awning Pass Through Projected Mullions l' 1 ' Nen- ' k II LI to • Wind Breaker Dual Action Other 4 June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial' Roll u Equipment Other 6. Skylights Sk li hts Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's NameName Please Print) June 2014 Customer: Jessica Sutliff Project Name: Sutfiss,Jessica,326 Appaloosa Order Number: 7218KW4P3 Quote Number. 9857016 Ct, Sanford, FL, U S, 327 L•ine # Location: ::.:::. .. rl uteS 15 None Assigned ADDPRRMCOR020004 - Permit Fee - CBC 046712 Qty Line # : - . Location:.. : 20 Transom Pella 250 Series, Direct Set Fixed Frame, 50.5 X 29.5, White Qty e l 1: 50.529.5 Fixed Frame Direct Set ! % TJ Frame Size: 50 1/2 X 29 1/2 General information: Standard, Vinyl, Nail Fin, 3 1/4", 1 1/8", 2 1/8" o PK # Exterior Color / Finish: White 2009 Interior Color / Finish: White Glass: Insulated Dual Tempered Low-E SunDefense''* Low-E Insulating Glass Argon Non High Allhude Viewed From Exterior Performance Information: U-Factor 0.26. SHGC 0.23. VLT 0.55. CPD PEL-N-209-0000"0007, Performance Class CW, PG 50, Calculated Positive DP Rating 50, Calculated Negative DP Rating 50, FPASF16811, Year Rated 08111 Gn fle Tlo Grille, 16 Wrapping Information: Factory Applied, Pella Recommended Clearance, Perimeter Length = 160". Rough Opening: 51' X 30' INSTARMCOR900041 - Stucco Repair, Lineal Ft Qty 14 INSTARMCOR020203 - NonWood Window Drywall Return Install (LF) Qty 14 QUOMATMCOM010550 - Interior Trim Window Drywall Return Install (LF) City 14 QUOMATMCOM020650 - Ext Trim White Window Drywall Return Install (LF) Qty 14 For more Information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.pella.com Printed on 6/19/2018 Contract - Detailed Page 2 of 19 Customer. Jessica Sutliff Project Name: Suiliss,Jessica,326 Appaloosa Order Number: 7218KW4P3 Quote Number 9857016 Cl, Sanford, FL, U S, 327 Line # Location Attributes- 25 Family Front Pella 250 Series, 2-Wide Single Hung, 72.75 X 70.75, White Qty 1 1) 36.12570.75 single Hung, Equal r ( /—Z-0 • o1: .J Frame Size: 36 1/8% 70 314 r Q General Information: Standard, Vinyl, Block, No Foam Insulated, 3 1/4", 3 1/4" PKS Exterior Color / Finish: White r. • SLiz 2009 Interior Color / Finish: White Glass: Insulated Dual Low-E SunDefenseTM Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, White, No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.28, SHGC 0.22, VLT 0.51, CPD PEL-N-208-00009-00001, Performance Class R, PG 35. Calculated Positive DP Rating 35. Calculated Negative DP Rating 35, FPASSFF.L16812, Year Rated 08111. Egress Meets Typical 5.7 sgft (E) (United States Only) rr e: o Grille, Vertical Mull 1: FactoryMull, 112" Structural Mullion, Mull Design Pressure- 20 2: 36.12570.75 SmgTe Rung, qua Frame Size: 36 1/8 X 70 314 General Information: Standard, Vinyl, Block, No Foam Insulated, 3 114", 3 114" Exterior Color / Finish: White Interior Color / Finish: White Glass: Insulated Dual Low-E SunDefenseTM Low-E Insulating Glass Argon Non High Attitude Hardware Options: Cam -Action Lock, White, No Limited Opening Hardware Screen: Half Screen Performance Information: U-Factor 0.28, SHGC 0.22, VLT 0,51, CPD PEL-N-208-00009-00001, Performance Class R. PG 35. Calculated Positive DP Rating 35. Calculated Negative DP Rating 35, FPAS FL16312, Year Rated 08111, Egress Meets Typical 5.7 sgft (E) (United States Only) Gnlle: 1Jo Grille, Vertical Mull 1: Facto Mull 1/2•• Structural Mullion, Mull Design Pressure- 20 Wrapping Info ation: Pella Recommen ed Clearance, Perimeter Length = 287". Rough Opening: 73.114' X 71 - 1/4' QUOMATMCOM010550 - Interior Trim Window Drywall Retum Install (LF) City 25 QUOMATMCOM02D650 - Ext Trim Whine Window Drywall Return Install (LF) City 25 INSTARMCOR020203 - NonWood Window Drywall Return Install (LF) City 25 For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.pella.com Printed on 6/19/2018 Contract - Detailed Page 3 of 19 Customer. Jessica Sutliff Project Name: Sutliss,Jessica,326 Appaloosa Order Number 7218KW4P3 Quote Number: 9857016 Ct, Sanford,FL, US, 327 q • Attributes,: Line # ation: Loc•: 30 Family side Pella 250 Series, Single Hung: 51.75 X 61.75, White oty 1: 51.7561.75 Single Hung, Equal f Q. Frame Size: 51 3/4 X 61 3/4GeneralInformation: Standard, Vinyl, Block, No Foam Insulated, 3 114". 3 1/4", Sill Adapter Included, Head Expander Included PK Exterior Color / Finish: White 2009 Interior Color / Finish: White Glass: Insulated Dual Low-E SunDefenseTM Low-E Insulabng Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, White, No Limited Opening Hardware Screen: Half ScreenPerformanceInformation: U-Factor 0.28, SHGC 0.22, VLT 0 51, CPD PEL-N-208-000094110001, Egress Meets Typical 5.7 sgft (E) (United States Only) 6? 3 Grille: No Grille, Wrapping Information: Pella Recommended Clearance, Perimeter Length = 227"' Rough Opening: 52 -114' X 62 -1/4' City 20INSTARMCOR020203 - NonWood Window Drywall Return Install (LF) QUOMATMCOM010550 - Interior Trim Window Drywall Return Install (LF) Qty 20 QUOMATMCOM0206SO - Ext Trim White Window Drywall Return Install (LF) Oty 20 Attributes Line # Location 35 Kitchen otyPella250Series, Single Hung, 35.75 X 37, White I1 1: 35.7S37 Single Hung, Equal Z0, 0/ - Z/ Frame Size: 35 3/4 X 37 r General Information: Standard, Vinyl, Block, No Foam Insulated, 3 1/4", 3 1/4", Sill Adapter Included, Head Expander Included1PK # Exterior Color I Finish: White 2009 Interior Color / Finish: White Glass: Insulated Dual Low-E SunDefenseTM Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, White, No Limited Opening Hardware Screen: Half ScreenPerformanceInformation: U-Facto., 0.28. SHGC 0.22, VLT 0.51. CPD PEL-N-208-00009-00001, Performance Class R, PG 35, Calculated Positive DP p , l RRating_35, Calculated Negative DP Rating 35, FPAS FL16812, Year Rated 08111, Egress Does not meet typical United States egress, but may comply withbL . of cal code requirements Grille: No Grille, Wrapping Information: Pella Recommended Clearance, Perimeter Length = 146". Rough Opening: 36 - 114' X 37 -1/2' INSTARMOORD20203 - NonWood Window Drywall Return Install (LF) City 13 QUOMATMCOM020650 - Ext Trim White Window Drywall Return Install (LF) City 13 QUOMATMCOM010550 - Interior Trim Window Drywall Return Install (LF) City 13 For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the PellaO website at www.pella.com Printed on 6/19/2018 Contract - Detailed Page 4 of 19 Customer: Jessica Sutliff Project Name: Sutliss,Jessica,326 Appaloosa Order Number. 7218KW4P3 Quote Number: 9857016 Ct,Sanford, FL, US, 327 Attributes Line # • Locabon: 40 Master Leff Pella 250 Series, Single Hung, 35.75 X 61.75, White 1: 35.7561.75 Single Hung, Equal / 7 n Frame Size: 35 3/4 X 61 3/4GeneralInformation: Standard, Vim, Block, No Foam Insulated, 3 114", 3 114", Sill Adapter Included, Head Expander IncludedPKIIExteriorColor / Finish: White 2009 Interior Color / Finish: White Glass: Insulated Dual Low-E SunDefenseTM Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam -Action Lock, White, No Limited Opening Hardware Screen: Half ScreenPerformanceInformation: U-Factor 0.28. SHGC 0.22, VLT 0.51, CPD PEL-N-208-00009-00001, Performance Class R, PG 35. Calculated Positive DPRating35, Calculated Negative DP Rating 35. FPAS FL16812, Year Rated 08111, Egress Meets Typical for ground floor 5.0 sgft (El) (United States Only) Grille: No Grille, Wrapping Information: Pella Recommended Clearance, Perimeter Length = 195". Rough Opening: 36 - 114' X 62 -114' QUOMATMCOM010550 - Interior Trim Window Drywall Return Install (LF) Qty 17 INSTARMCOR020203 - NonWood Window Drywall Return Install (LF) City 17 OUOMATMCOM020650 - Ext Trim White Window Drywall Return Install (LF) City 17 Attributes • • • ° '• Line #.:• : '. Location: 45 Master Right Pella 250 Series, Single Hung, 35.75 X 61.75, White aty 1 1: 35.7561.75 Single Hung, Equal Frame Size: 35 3/4 X 61 3/4 PK General Information: Standard, Vinyl, Block, No Foam Insulated, 3 1/4", 3 114", Sill Adapter Included, Head Expander Included I Exterior Color I Finish: White 2009 Interior Color I Finish: White Glass: Insulated Dual Low-E SunDefenseTM' Low-E Insulating Glass Argon Non High Attitude Viewed From Exterior Hardware Options: Cam -Action Lock, White, No Limited Opening Hardware Screen: Half ScreenPerformanceInformation: U-Factor 0.28. SHGC 0.22, VLT 0.51, CPD PEL-N-208-00009-00001, Performance Class R. PG 35, Calculated Positive DP Qf L f Rating 35, Calculated Negative DP Rating 35, FPAS FL16812, Year Rated 08111, Egress Meets Typical for ground floor 5.0 sgft (El) (United States Only) v ntle: No Grille, ^--- — Wrapping Information: Pella Recommended Clearance, Perimeter Length = 195". Rough Opening: 36 -114' X 62 -1/4' INSTARMOOR020203 - NonWood Window Drywall Return Install (LF) City 17 QUOMATMCOM020650 - Ext Trim White Window Drywall Return Install (LF) Qty 17 QUOMATMCOM010550 - Interior Trim Window Drywall Return Install (LF) City 17 For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.pelia.com Printed on 6/19/2018 Contract - Detailed Page 5 of 19 712/2018 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved of 09/06/2017 09/21/2017 09/25/2017 12/12/2017 F .. I Model, Number or Name j Description 7464.1 250 Vinyl Window Series Un-clipped I Non -Impact Mullioni1AluminumMullion1 Limits of Use I Installation Instructions Approved for use in HVHZ: No FL17464 R1 Il Drawing 1893.po_f Approved for use outside HVHZ: Yes j Verified By: Warren W. Schaefer PE 44135 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other: Mullion size, pressure, assembly, use, limitations and I FL17464 R1 AE Evaluation report WWS•260.pdfinstallationrequirementsaretobeasspecifiedintheattached I Created by Independent Third Party: Yes drawing No. 1893 & evaluation report WWS•260. )ob required design wind pressure shall be calculated in accordance with the i Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. o .ED Contact Us :: 2601 Blair Stone Road Tallahassee Fl. 32399 Phone. 850-487.1824 The State of Florida is an AA/EEO employer. fopylght 2007.2013 State of Florida .. Pnvacy Statement : Accessibility Statement :. Refund Statement Under Flonda law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395 'Pursuant to Section 45S.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 emalls 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: a ® _ iecr Credit Card Safe https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXOwtDgtCUGgvjQiz6CnWs6RKwUFvkIE87ZvwF7lPs592wZyUYwa/a3da/o3d 2/2 MULLION LOAD AREA CONSIDEREO- T, I LSEE MULLION END - DETAILS ON SHEETS CENTER OF CENTER OF WINDOW WINDOW O LOAD WIDTH MULLION END STRAP MULLION END STRAP _ (A+B)/2 (EACH MULLION ENO) FILCH MULLION ENO) \ CENTER OF TRANSOM W = LESSER OF (MULLION LENGIII/2) OR (TRANSOM WINDOW HEIGHT/2) 0 - LESSER OF (MULLION LENGTFH/2) OR (BUFIOM WINDOW HEIG14T/2) SINGLE WINDOW WITH TRANSOM SEE LOAD TABLE 1.0) NOTE: BOTTOM WINDOW MAY BE A FIXED, SINGLE HUNG OR DOUBLE HUNG WINDOW. TOP WINDOW MAY BE A FIXED WINDOW WINDOW WINDOW WIOTII > I,WIDTH > -L' SEE MULUON ENO DETAILS I 0c7 jDONkSHEETS913z• MULLION LOAD AREA LOAD w10THH _ MULLION ENO STRAP CONSIDERED +I = n 1 8 (I MULLEACII IONLLION ENO) FIXED WINDOW TO FIXED WINDOW WHEN WINDOW WIDTHS ARE GREATER THAN THE MULLION LENGTdI SEE LOAD TABLE 1.0) NOTE: WINDOWS MAY BE STACKED HORIZONTAL OR VERTICAL. VALUATION OF DOTS PRODUCT IS BASED ON APPUUABIE STANDARDS TWO/OR NIFORMATINA • RESULTS FROM APPLICABLE TEST NOORIS TIE FLORDA BULGING DOE VERSION CONSIDERED WTI DAIS EVALUATION WAS TIAI II PORCE AT DOE TIME IF 111E EVALUATION INTIE MITT Of GQDE VERSION C1=1/U OAFES OR N THE VENTDIAFNEWORAOOFIONALFUTMISCOMPLETEDONORSPRODUCT. PRIOR TO AID G CODE COMPLIANCE WITH THE STATE, TIE NANUFA:ILMIR SHVL CONDRM WRIDEFVALUATDNENGNEEROrRECORDTIIAIEVFRMOICSPECIFIEDHERE-N b USED r0R RE ASSryNY 100/O1 OSTALu000 OF ANY OPRAI 1WNUC1 r iTIEY 0[ 115L0 Fpl MI101M1 AND/OR LOVL APO`KM4 Or AMY N01 1WONI000 TOY n4 uANVAC S.1E0 ON THEE IMW111G$ t t II SEE MULLION I1ENDDETAILSMULLION ON SHEETS 3 LOAD AREA CONSIDERED03 AIJ0 II I„ 1loSEE MULLION II END DETAILS ON SHEETS 3 FIXED WINDOW TO FIXED WINDOW WHEN WINDOW WIDTHS ARE LESS THAN OR EQUAL TO THE MULLION LENGTH SEE LOAD TABLE 1.0) NOTE: WINDOWS MAY BE STACKED HORIZONTAL OR VERTICAL., SIEIJERAL NOTES: 1. TIES MULLION SYSTEM IOAS BEEN DESIGNED INACCORON CE WWII AND MEETS ONE REOIBREMEmS OrATErLODOABAICCODEATSAPPROVEDTOROFSTGNPRESSURESNOTTO010EED11105ESNOWM N THE 'ALLOWABLE DESIGN PRESSURE FABLE(51•• Z. OPENINGS. BUCKWG t BUCIBNG rASIE1ERS MUST BE PROPERLY OESICNEO t 06TALLEO 10 TRANSFERWINDLOADSFROMDEMULLIONSANDWINDOWSTOTHESTRUCTURE. S. ALL NIDWNTE t rASTENEWS SIULL BE IN ACCORDANCE WITH 110E OFOAWINGS t SMALL NOT VARYUNLESSSPECIK7LLYMENTIONEDONDOEORAW^'S. SPECIFIED ANCTIOR CURED TO BASE MATO ML STALL BE BEYOND WALL rM1 OR STUCCO. W. DES MULLION SYSTEM TS RATED FOR USE IN NON-IMIZ AREAS ONLY. S. DES MULLION SYSTEM IS NON-MPACF RATED AL OPENINGS IIIAI INCLUDE TK MWI1N SYSTEM MUSTBESIMTOIEOWTOAILORIUACODEAPPROVEDSNr1ERWIEREEEORUWEOnCODEB. ALL ANCIIORS SECURM MULLION CLIPS 10 PRESSURE TREATED BUCKS OR WOOD TRANING SINALI. BE CAPABLE Or RW-1;5r1NG CORROSION CAUSED BY THE PRESSURE FREOW CHEMICALS /N THE WOOD 7. DETERMINE ROE POSITIVE t NEGATIVE DESIGN LOADS TO USE WREN REPERENCIC DOESL OOCVE"n N ACCORDANCE W1111 DOE GOVERNRG CODE AND COVERNNG W 1140 VELOCITY FOR WIND LOADCALCULATIONSNACCORDANCEWT1DIErIDNIDAITIMORIGCODE. A OIRECIIOMM. ' rACTOR Or Kd . OBS MAY BE MPUEO PER DIE ASCE-7 STANMRO B. 1UIEDMLS• ONCLBDING BUT NOT LIMITED 10 SIEL SCREWS, nNT COME INTO CONACT WITH INNER DISSIMILARMAIERWSSTALLMFEFTHEREOIIREMENTSOrrLOROAGULONGCODEC1VprER70B. CERITGTION OF DINS MULLION SYSTEM 91ALL BE CONSIDERED VOID OF INSTALLED WnIDUI A BUILDINGPERMITFIRMTIEAPPLICABLELOLLBUILOVIGOEPAIIUENIOREINSTALLEDBYANYONEOIMERnowALICENSEDCONTRACTOROCKMENCEDWONWINDOWINSTALLATIONS10 WIDOWS BALL BE UNDER SEPERAIE APPROVAL. 11. ALL P(LA 730 SERIES NON -IMPACT NAIL STO L HUNG, OOUBI£ IRNG, FIIEO OR SLOW YAIODRSMAYBESUPPORTEDBYTOESMULLpISYSTEMPNOVgINGTEYAREIPIDPERLYA1ICIIDIRE0TO THE MULUON ILALLOWABLEPRESSURE ON DOE MIIUEO UNITS SIVOL BE CONTROLLED BY THE LESSER ALLOWABLE PRESSUREOfTIEMULLIONADSENDCOwEc110NSORDEWROOOWSITSUPPORTS11. WWDON SIZES SHILL BE RESTRICTED BY TIEIR OWN O OOT4DUALAPPROVAL 11. ANCHORING Or MNOOWS TO TIE OPENIFIC SMLL BE PER IIIEO RESPECTIVE APPROVAL. IS. CONOIDr4 NOT SOWN OR COVERED IN TORS ORAWNG 9KL BE SIIBECT TO SEPARATE REVIEW AND ATB SPECIIC CERTNCADOM BY A rLORDA LICENSED UNCNEER. IIITHEALLOWABLEPRESSURESSTATEDNTIELOADTALESCONSIDERDOE VORA. CASE Or IRALIDN STRESS, OERLCION AND ENO REACTION 17. MULLION TUBB STO LL BE CONTINUOUS rRW ENO TO ENO To, NO" VERTICALLY STACKED. DE MANUCACIUIER/ISIALLFR SIMLL INSURE IIIA9 DIE DEAD WPM" OrTHEABOVEVADOWI(S) WILL 001 CAUSE UNDO STRESS ON TIE BELOW VANDOWIS) 095 MLRIIN SYSTEMI$ OESoDKo rap WINO LOAD RESISTANCE ONLY At IS NOT CONSIDERED TO SUN"' RE. WEIOIT Or ONE WIDOWS 1E no% uULLION IS RESTRICTED TO wKIuUM L/175 OErlrcrDN PER roc. MULLION LENGIII SEE MULLION ENO i I DETAILS ON SHEETS TCENTER OF A111IIWINDOWIB z/ Ir////A/ ire I J-CENTER OF R" _ I WINDOW MULLION LOAD AREA CONSIDERED FOR THIS MULLION. SEE RESPECTIVE II II III. WINDOW 10 WINDOW ELEVATION TWO( 2)SINGLE WINDOWS WITH A SINGLE FIXED WINDOW TRANSOM SEE LOAD TABLE 2.0) NOTES: BOTTOM WINDOWS MAY BE ANY FIXED. SINGLE HUNG OR DOUBLE HUNG WINDOW. BOTTOM WINDOWS MAY BE MULLED TOGETHER PER THIS DRAWING OR PER THEIR INDIVIDUAL WINDOW APPROVAL. CENTER OF CENTER OF WINDOW WINDOW LonO w10TN MULLION ENO STRAP EACH MULLION ENO) SEE MULLION END DETAILS ON SHEETS 3 Ar 4 U Z Ionl s SEEMULLIONEND DETAILS ON SHEETS R 4 SEE LOAD TABLE 3.0) NOTES: OPERABLE NTNDOW(S) MAY BE SINGLE HUNG OR DOUBLE HUNG WINDOWS. Z m FWNpO VT O LL1O Z:5 V 10 N y U, Oa 10 R r _ 10 01I or 6 MULLION LENGTH SEE MULLION ENO T Imo- — = _ = DETAILS ON SHEETS 3 III CENTER OFIWINOOW n IIII // II 3 CENTER OF WINDOW MULLION LOAD IISTRAPP (EACH ENO I AREA CONSIDEREDII I I III MULLION ENO) III TWO(2) PANEL SLIDING WINDOW WITH A SINGLE FIXED WINDOW TRANSOM SEE LOAD TABLE 2.0) CENTER OF WINDOW CENTER OF PANEL WINDOW Loop WIDTH MULLION LOAD I— _ (A+B)/2 AREA CONSIDERED--\ MULLION ENO STRAP (EACII MULLION LOAD MULLION END) AREA CONSIOE Tr SEE MULLION III III ENO DETAILS ON SHEETS 3 III III '` 4 u I Z SEE MUWON III ENO DETAILS e i III ON SHEETS 3 III Qpo'I SLIDING WINDOW NEXT TO A SINGLE FIXED WINDOW SEE LOAD TABLE 1.0) NOTE: 2-PANEL SLIDING WINDOW IS SIIOWN. MORE THAN 2 PANELS MAY APPLY TO THE SLIDING WINDOW. CENTER OF MULLION ENO WINDOW STRAP (EACH MULLION ENO) N 3mh a u CENTER OF WINDOWS MULLION 1 LOAD AREA SEERESPECTFOR THISIVE MULLION, CONSIDER EL _/ // — / WINDOW TO WINDOW ELEVATION MIN TIPI F WINDOWS WITH SINGLE TRANSOM SEE LOAD TABLE 3.0) NOTES: BOTTOM WINDOWS MAY CONSIST OF UP TO 3 FIXED, OR OPERABLE WINDOWS. NTER OF CENTER C VAN00W WTNOOW PANEL PANEL Lono vAonl A4 B)/2 -d IF SEE MULLION III III II ON SHEETS 3 III III III III & III III SEE MULLION III _ III III IIIDETAILS ON SHEETS3III III III & ` III III III B I - A --I SUDING WINDOW NEXT TO A SLIDING WINDOW SEE LOAD TABLE 1.0) NOTE: 2- PANEL SLIDING WINDOWS ARE SHOWN. MORE THAN 2 PANELS MAY APPLY TO THE SUOING WINDOWS, MULLION LENGTI I I MULLION qffj == LOAD AREA SEE MULLION END DETAILS CONSIDERED ON SHEETS 3 & 4 // T- CENTER OF I WINDOWS N 10co 3 hQ .Q.. B CENTER OF WINDOWS FOR THIS MULLION, SEE RESPECTIVE WINDOW TO WINDOW ELEVATION MULTIPLE WINDOWS OVER MULTIPLE WINDOWS SEE LOAD TABLE 3.0) NOTES: CONTINUOUS MUWONS MAY BE HORIZONTAL OR VERTICAL HORIZONTAL SHOWN). CONFIGURATIONS MAY CONSIST OF UP TO 3 WINDOWS WIDE X 2 WINDOWS HIGH (FIXED AND/OR OPERABLE) Z O WNO0 aK ? gN0 QOJW CVa aKRAvtEEr MO 2 or 4 J MULLION ENO STRAP (EACH MULLION END) FOR WINDOW AND ANCHORING AROUND WINDOW. SEE APPLICABLE WINDOW APPROVAL 3 4 MULLION ENO STRAP (EACH MULLION ENO) 7" CLUSTER FIN FASTENERS At MULLION ENOS SUCII THAT THERE ARE A TOTAL OF 3 EACH SIOE OF THE MULLION AS SHOWN. SEE •FRAME. ANCHOR REQUIREMENTS TABLE ON [HIS SHEET FOR REOUIREMENTS. EXTERIOR ELEVATION: TYPICAL MULLED UNIT SCALE- 3/4" = C-0 NAIL FIN MOUNT CONDITION) OPENING TYPE FRAME/CUP/NNL FIN TO MINWUM MINIMUM SUBSTRATE) OPEIRNG FASTENER TYPE El EOGE GIST FRAME SCREWS MIN. 2X4 WOOD FAOR BUCK No 10 SMS OR W000 SCREW I I/4 3/4 MIN. GR 3 do G=0 55) MW 18 GA 33 KSI METAL STUD NO 10 GR 5 SELF tAP DRILL SCREW FULL I/2 MIN. 1/8• HIK A36 STEEL NO. 10 GR. 5 SELF IAP RILL SCREW FULL I/2 MIN 1/0• INK 6063-15 ALUM. NO. 10 GP.. 5 SELF IAP/OR1LL SCREW FULL 1 1/2 MIN C-90 CMU OR 2500 PSI CONCRETE . I" I/ INNI.KUc ZI.RLN 1' 1 INSIALLATION CLIP SCREWS MIN 2X4 WOOD FRAME OR BUCK NO 10 SMS SCREW 1 1/4 1/2• MIN. GR 3 A G-0 55) MW 18 GA. 33 K51 METAL 5176 N0. 10 GR. 5 SELF IM OR4l SCREW FULL 1/2• MIN 1/8• 114K A36 STEEL I NO. 10 GR. 5 SELF _1AP DRILL SCREW FULL 1/2• 2500 PSI CONCRETE L 47) 1/4" CONCRETE SCREW 11 1/4- 1 2- 3) NAILING FIN FASTENERS MIN. 2X4 W000 FRAME OR BUCK MIN. GR 3 k G=0.55) U0. 8 Sus SCREW 13/8• 1/2 MIN. 1/8• TIIK A36 STEEL NO. 6 GR 5 SELF TAP/ORIEL SCREW fU—L1/2 MIN 1/8• THK 6063-15 ALUM. I NO. 8 GR. 5 SELF TAP/ORIEL SCREW IfULL T/2 1) FRAME AND INSTALLATION CLIP SCREWS SIW.LBE A PAN OR HEX HEAD SCREW 2) CONCRETE REWS SHAU_ E)E RAUSET/ REOC14EAU IAPCONSS) (C S ORSORI 11KWIK CON R(CSEORS S.). 3)NAIL FIN SCREWS MUST RE A WAFFLE IIEAO SCREW OR NAVE A FLAT WASHER AT NIE SCREW HEAD 3•.3 .3 MULLION ENO FRAME SCREW CLUSTER WHERE SHOWN AT MULLION STRAP (EACH ENO. SEE •FRAME ANCHOR MULLION ENO) REOUIREMENTSTABLEON1111SSHEEIFOR REQUIREMENTS FOR WINDOW AND ANCHORING AROUND WINDOW, SEE APPLICABLE WINDOW APPROVAL A INSTALLATION CLIP 34CLUSTERWHERE SIIOWN LION ENO AT MULLION END (SIU. IT P EACII ONLY) SEE FRAMELION ENO) ANCHOR REQUIRFMENISTABLE ON THIS SHEETFORREOUIREMENIS. EXTERIOR ELEVATION: TYPICAL MULLED UNIT SCALE- 3/4_= 1*-0 FRAME SCREW AND CLIP MOUNT CONDITION) uW. CdER ut6w um FOAM TAPE REuP NENT tjF,OAM TAPE By YPELLA EACH SIDE EACH SIDE WINDOW OF MULLION WINDOW OF MULLION FRAME FRAME \It1111 POLYURETHANE SEALANT EXTERIOR POLYURETHANE SFALANI— Ex1ERIOR \\\cP IN ACCESSORY GROOVES IN ACCESSORY GROOVES SECTION e SECTION v .•' v cU'i SCALE: 3/4FULL 3 SCALE- 3/4 FULL KV = F/7 li d STANDARD ALUMINUM MULLION) (STEEL REINFORCED ALUMINUM MULLION) 31.0 d 0 FIXED WINDOW JAMBSSHOWN JAMBS OF OTIIER WINDOW ZZO\, Z TYPES ARE SECURED TO THE MULLION TIIE SAME.) 6 ` AQII I ON ENO SEALANT NOFE: THE MULLION ENDS ARE HELD BACK APPROXIMATELY 3/4'. THE ENO 4 INCHES OF THE MULLION PART /1 ARE TO BE COMPLETELY SEALED TO THE WINDOW FRAMES WITH POLYURETHANE SEALANT. SEALANT 15 THEN To BE PLACED ALONG THE MULLION END CROSS SECTION. A FOAM PLUG S14ALL BE PLACED INFO THE CAVITY AND HIE PLUG EXPOSED EDGES ARE TO BE SEALED TD IIIE WINDOW FRAMES (rER PF.LIA INSTRUCTIONS) z O F wjrn ooOMa. IS K ZaN UW CV oQ. a u Te — . a $ 7 7 t vz Z 15 WInN u 3I 3'* 3 or YIA N IMi UBLE (ACED f0 TAPE FROM PELLA BE PLACED BETWEi THE MULLION END AN WINDOW FRAY NO EACH SIDE OF SIDE AND HEAD SCREWS (8 TOTAL. 4 MULLION JOINT AT JOINTS ONLY) Fa'r li s'i.1 0I 1' I i,4 1 4`I IIi4T`IP j1.1 21, i,1 IP i t 41 t!IIl1% jIOjI4'II O I O SILL ONLY WINDOW FRAME PELLA T E TO w CONTOUR OF WINI FRAME PLACED Q 111E MULLION ENI STRAP (CENTERED MULLION JOINI). MU ION JOINT FRAME MULLION END STRAP DETAIL MULLION END STRAP DETAIL APPLICABLE AT SIDES AND HEAD OF MULLED UNIIS) (APPLICABLE AT SILL OF MULLED UNITS) FIN FASTENER PER ELEVATION ON SHEET3\ SEALANT BY OTHERS BEHIND NAIL FIN LmD 1. SEALANI BY Q OTHERS EXTERIOR n SUBSTRATE BY OTHERS PER FRAME ANCHOR REOUMEMENTS TABLE' 1/ 4' MAX. SEAL SPACE WI1 II LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME STRAP SCREWS MULLION END II II REF ) STRAP _ 1WL SECTION BI SCALE: 3/4 FULL e NAIL FIN MOUNT) FIXED WINDOW SHOWN. OTHER WINDOW TYPES ARE INSTALLED THE SAME) SUBSTRATE BY FRAME SCREW PER OTHERS PER ELEVATION ON SHEET 3 FRAME ANCHOR REOUIREME14TS TABLE" 1/ 4' MAX. SHIM AT EACH ANCHOR 1 SEA ANF BY 0 OTHERS SEAL SPACE WITH LOW EXPANSION FOAM AROUND EXTERIOR PERIMETER OF WINDOW FRAME 4 STRAP SCREWS MULLION END (REF.) STRAP SECTION Bz SCALE. 3/4 FULL FRAME SCREW MOUNT4 CONDITION) V * J' FIXEDWINDOWSHOWN. OTHER WINDOW TYPES ARE INSTALLED THE SAME) 7i p SEEWINDOWINSTALLATIONDETAILSINTHEAPPLICABLEWINDOWAPPROVALZ ) Z y ` GJFORPOSITIONOFSCREWSWITHINTHEWINDOWFRAMES) z 0FwNo 0. Woo 4A- I aO Z5 U I 5 oa c I1 u N slim 1 4 or EXTERIOR SIIW AS REO'D 10 SUPPORT h ALIGN WINDOW SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME - CONTINUOUS WOOD MEMBER LESS IN TIIICKNESS THAN A 2X- BUCK 10 BE MIN. 3 1/2' DEEP (NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). INSTALLATION CUP SEALANT BY p SE= E7L$ OTI IERS OT1/4• MAX FLAT SHIM AI 7HICK3x13.EACH CUP MULLION ENO STRAP h DOUBLE[:" LONG SHIM FACED FOAM '' AT EACH CLIP SUBSTRATE BY 011IERS INSTALLADON CLIP SCREW PER PER "FRAME ANCHOR FRAME ANCHOR REQUIREMENTS REQUIREMENTS TABLE' TABLE' (2 PER CUP). SECTION SCALE. 3/4 FULL 5 INSTALLATION CLIP MOUNT CONDITION) FIXED WINDOW SIIOWN OTIIER WINDOW TYPES ARE INSTALLED TUE SAME) SUBSTRATE BY OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE' FRAME SCREW PER ELEVATION ON SHEET 3 FRAME ANCHOR REQUIREMENTS TABLE' iSTRAP SCREWS ULlU0N END (REF.) S1TRAP OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER IIEAD SECTION SHOWN: SIDES ARE INSTALLED THE SAME) DIRECT MOUNI CONDITION IS NOT APPLICABLE AT SILL) 17 500 - 6 813 6.813 4. 875 — - 4.875 2. 938 2.938 0 250 1 000 — —I 1 000 TIIICKNESS - 0 54• 0. 969 • + (16 GAGE) • 0 250 O Mw LION END STRAP_ 50 KSI STEEL) 0 850 0. 400 0250 3 000 0 085 1. 000 - 0. 250 0 870 MULUOb 6063- T6 ALUMINUM) II- 0188 1. 875 O HEINFOENT @ 36 KSI STEEL OR 34 KSI STAINLESS STEEL) 0. 059 I T: - 0 545 0. 244 J _I 0.970I— I O MULL COVER COERRIGIDPVC) 0. 375 0. 500 3. 000 0 500 1. 325 r i E 0.060 o293r T OS ! IYiLWIlIS lQS TLSLRIGID PVC) I Z oa, Z 1- WNO zz a 09 3 z AI;, s to z a s t ut a7 i _ c S WmIn , vex z ZCL 7 ICI JJg$ lyi37t jqilSUN 4 PP N d) N 3 u3 OF 6 s LOAD TABLE 1.0 LOAD TABLE 2.0 LOAD TABLE 3.0 INSTRUCTIONS FOR FABLE USE: 1 DETERMINE JOB REOUIRED WIND PRESSURE FOR IHE OPENING 2. DETERMINE THE MULLION LENGTH k LOAD WIDTH FOR THE APPLICABLE MULLION USING THE APPLICABLE ELEVATION ON SHEETS I k 2. 3. FIND TIIE ALLOWABLE PRESSURE FOR THE MULLION CONDITIONS CONSIDERED AND VERIFY THAT IF IS 1_ESS 1WW THE REOUIREO PRESSURE TABLE NOFE.5•; 1. FOR All CONNECTION TYPES. SEE SHEETS 3 7r 4 FOR DETAIL. 2. IN ORDER TO SIMPLIFY TABLES. TABLE PRESSURES ARE LIMITED 10 70 PSF USE OF THESE MULLIONS FOR PRESSURES HIGHER ITIAN 70 PSF SIIALL BE REVIEWED UNDER SEPARATE APPROVALT6THESELOADTABLESARECERHFIEOASCORRECTIN CONTENT. IIOWEVER• CIIOOSING OF 711E CORRECTI1541.1 MULLION A: CONNECTION FROM TIIESE TABLES FOR RS SPECIFIC USE IS THE RESPONSIBILITY OF THOSE USING TIIE TABLES AND SHOULD RE VERIFIED By THE BUILDING OFFICIAL OR A FLORIDA CERTIFlEO ENGINEEP 4. All LOADS IN THESE TABLES RESTRICT MULLION DEFLECTION TO L/175 PER IIIE FLORIDA BUILDING CODE. 0 A I .... w``. • • . NLl ; Z• ur YEJ =(,4, E') IL •A.%J) y: W i '14 cQ- i27 4y •'•. : • G] bti! A/ A71 Fill % sa 11A7141I141 LUTNWAELOWal: LENGTH RAYR LOAD PRESSURE ( 4/- rSr) rAW1L L9161N a) ALLO-A6EE PRESSURE 4/- Kr) IWIN9N A{TplaUE" M a) A214LLNOEr RESURE 4/- PS0 l 4i7W1T W) SIAIUMO AUTTOWIn7u STEEL RCWrORCEOAEOuran u1AL WIDTHw) STAFRIM xmgiNVUL STEELREar09CEOA111mRw WAL 4RD01a) SIAHOWO AmemmNIAL STEELRUNEn AWxoRN OU1RL atooto RA236105isx/A 233 ice le I7 A 23.e 24 MIA 21. 2 107 24 N A 21.2 102 24 WA DOT102 is N A 26.3 15 N A2e3leNAIa1963oN A 20.4 06 3o x A Io 4 96 Jo x A 20, Y gc 24 NA 253 24 N A25324NA2S.5 Is 22A 339 is 220 339 le 2Lo us 90 36 N/ A ms 9n 36 x A no 90 36 x A 20.6 30 x A 24.7 30F"A 247 30 x A 247 24 2a1 309 24 309 2420.13091626e41. 2 16 412 15tea41.2 64 42 N A 71./ 64 42 211 64 42 N A 21.7 6 A 25J 36 233 36 MIA 75.] 30 193 304 3o 30.4 30 197304 24 247 390 24 36.02424.135.0 g 1e 32J1 501is50.71532.950754NA 21.1 76 21.1 76 54 N A 21.1 F2 Zpg O Z 3 Jp p W a OLUz7 j 0C3 0r65 m0c, 6o 1--a S4 a '^"' 1 K z G •' O v g 1J NJ d 41 O at0L8O 46 x/A 23.7 2J./ 46 N A 237 42 x A 27 1 JA x A 27. 1 42 n A 271 36 20S 31. 6 20 S 31 f 36 20.53o z4T 3eo 24/ Sao 3o 247 30.03. N J0605 E42 303 473 N 303 475 633 461 633 15 41.1 633 17 x A 26. 9 71 N A 21. 9 77 65 x A 21 9 x A 9. 1 N A 24.1 w N A 24.1 54 N/A 266 N/A 260TIA2664etoo302 46 10.630.2 46 19.630.242 2L4 345 42 2L4 343 42 4 345 36 26.1 0.2 36 7a140.2 3f 26.140.2 30 31.4 4a3 30 314 4a3Jo31446.3 2439.2 604 24 39.2 WA 24 39.7 60.4 Is SL3 Too 10 SL3 Too 15 S2J 700 66 ff N A 20.5 72 NA gal 66 12 N A 26.1 60 20.4 34.066 N/ A 2a3 66 N A 3 34 ZLII&4 39.2 50 to4 313 54 To.4 31 31.3 w7S4 39. 2 54 326 45 34 726 H5 42 29 1 44.6 e 23A J9.2 16 23.4 39.2 36 339 3L2 47 29.1 u3 42 29.1 44.6 30 40.7 6L7 36 339 5L2 3f 339 5L2 JO 40.7 62.7 30 40.76L724as70016673100 24 509 700 24 502 700 2: OC 1 a 4 QQry2 Ve J F le67A700 16 51.6Ion606027. 1 11.) 60 72 2L6 300 R0 72 IL6 345 54 30.14636624.0 SL7 66 246 3734533.92.1 f0 21.1 360 60 27.141.1 42 JIL7 59.6 34 301 10. 0 34 30.14L3364516954fno450 96 u• 5LIJO54.270.0 12 3e.7 514 42 30.759624711003f451600 J6 45.1pS2710.0Too3034.2 700 30 34,2700545439. 2 01.9 24 7.7 70.0 N f1.77004! 44.1596xyS VN g is 0 NOZ ? U7 S0 a4nIryq LL \ ; 23 700 Too 11 ToO Y0.0 47 SM470.0 S. 7229. 4 133 54 72 29. 4 46.4 36 w 670.0 66 321 364 65 3L1 30.5 30 70.070.0W 35.3 w0 60 33.1ss746IEssA T0. 0 54 39.2 444 54 39.2619126357tD42504i7, 11 I 50.470044446410070.0 36 See 66. 7 36 3" 70D30700Too 30 700 700497237. 2 536 46 T2 37. 2 375 66 406 6. 4 66 40.5 409 60 N.6 64.1 f0 146 450 54 49.6 7" 34 49.6 500 45 556 700 46 S5.e a3 5 42 a)6 700 42 636 643 0 700 Too 70.0 47 n 4e6 47 w 66 530 SIB 54 57.1 57.1 46 643 60 5U 70018934700 5/ 643 ToO49TooTao 36 6o Soo so a-70101 7266.1700546674gE14To, 6 or 6 7/2/2018 Florida Building Code Online b• SCIS Home Log In User Registration Hot Topics Submit Surcharge ' Stats b Facts ' Publications Contact Us BCIS Site Map Links Search db r r X Product Approval a I q USER Public User Product Approval Menu > Product or Apphcauon Search > FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL14896-R4 Affirmation 2017 Pella Corporation 102 Main St. Pella, IA 50219 641)621-6096 pellaproductapproval@pella.com Beth Phelps phelpsba@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 PJBor-tscheller@pella.com Exterior Doors Swinging Exterior D semblies Certification Mark or Listing Window and Door Manufacturers Association Terrence E. Lunn, PE Validation Checklist - Hardcopy Received Standard ASTM E330 Year 2002 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A httos://Doridabuildino.ora/Dr/Dr app dtl.aspx?param=wGEVXQwtDouHlFzfePouWBgzFZzDPIBT5wNSyYzj2yscCtBTvuEHnA%3d%3d 1/6 7/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page Method 1 Option A 12/05/2017 12/05/2017 12/10/2017 0 0 Page 1/ 2 0 0 FL # Model, Number or Name i Description 14896.1 Pella & Architect Series Steel & Fiberglass Panel In -swing Doors with 37 1/2" X 97 3/4" single glazed operable door with standard latch and deadbolt, unreinforced mullions, dual sidelights, and Aluminum Clad Frame I a transom (68 1/2" X 135" overall unit size). Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 l.p ff Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No ! 05/18/2019 Design Pressure: +30/-30 Installation Instructions Other: Lock system with door shall be standard latch and i FL14896 Rz 11 Drawino 1774.p&ff deadbolt. Configurations of glass shall conform to the current Verified By: Warren W. Schaefer, P.E. 44135 ASTM E1300 standard & have safety rated glass. Door panel ( Created by Independent Third Party: Yes may be full or partial light panel. Unreinforced mullions Evaluation Reports horizontal and vertical. Standard or ADA sills apply FL14896 R4 AE Drawing 1774.poff Created by Independent Third Party: Yes 14896.2 Pella & Architect Series Steel & 43 1/2" X 97 3/4" single solid operable door with standardIIFiberglassPanelIn -swing Doors with latch and deadbolt, unreinforced mullion, dual sidelights, and a Aluminum Clad Frame transom (74 1/2" X 135" overall unit size). Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 2.pof Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 108/08/2019 Design Pressure: +40/-40 'Installation Instructions Other: Lock system with door shall be standard latch and FL14896 R4 11 Drawing 1774.Qd deadbolt. Configurations of glass shall conform to the current Verified By: Warren W. Schaefer, P.E. 44135 ASTM E1300 standard & have safety rated glass. Sidelight Created by Independent Third Party: Yes panel may be full or partial light panel. Unreinforced mullions Evaluation Reports horizontal and vertical. Standard or ADA sills apply FL14896 R4 AE Drawing 1774.12d Created by Independent Third Party: Yes i 34896.3 Pella & Architect Series Steel & 37 1/2" X 97 3/4" single glazed operable door with 3-point Fiberglass Panel In -swing Doors with lock, unreinforced mullions, dual sidelights, and a transom (68 Aluminum Clad Frame 1/2" X 135" overall unit size). Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 3.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/27/2019 Design Pressure: +50/-50 Installation instructions Other: Lock system with door shall be 3-Point Lock. FL14896 R4 11 Drawma 1774.pdf Configurations of glass shall conform to the current ASTM Verified By: Warren W. Schaefer, P.E. 44135 E1300 standard & have safety rated glass. Door panel may be Created by Independent Third Party: Yes full or partial light panel. Unreinforced mullions horizontal and Evaluation Reports vertical. FL14896 R4 AE Drawing 1774.Qgf Created by Independent Third Party: Yes 14896.4 Pella & Architect Series Steel & 43 1/2" X 97 3/4" single solid operable door with 3-point lock, Fiberglass Panel In -swing Doors withI unreinforced mullion, dual sidelights, and a transom (74 1/2" X Aluminum Clad Frame 135" overall unit size). Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 4.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +50/-50 109/21/2019 Installation Instructions Other: Lock system with door shall be 3-Point Lock. FL14896 R4 11 Drawing 1774.p ff Configurations of glass shall conform to the current ASTM Verified By: Warren W. Schaefer, P.E. 44135 E1300 standard & have safety rated glass. Sidelight panel may Created by Independent Third Party: Yes be full or partial light panel. Unreinforced mullions horizontal Evaluation Reports and vertical. FL14896 R4 AE Drawing 1774.0f Created by Independent Third Party: Yes 14896.5 Pella & Architect Series Steel & 37 1/2" X 97 3/4" single glazed operable door with standard Fiberglass Panel in -swing Doors with latch and deadbolt, reinforced mullions, dual sidelights, and a Aluminum Clad Frame transom (70 1/2" X 135" overall unit size). I I httDs://Ooridabuildino.oro/Dr/Dr aDD dtl asDx?param=wGEVXQwtDquHlFzfePouWBgzFZzDP18T5wNSyYzl2yscCtBTvuEHnA%3d%3d 2/6 7/2/2018 Flonda Building Code Online Limits of Use i Certification Agency CertificateApprovedforuseinHVHZ: No FL14896 Ra C CAC FL14896 5.pOf Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date Impact Resistant: No 05/18/2019 Design Pressure: +30/-30 Installation Instructions Other: Lock system with door shall be standard latch and I FL14896 R4 11 Drawing 1774.pf deadbolt. Configurations of glass shall conform to the current 1 Verified By. Warren W. Schaefer, P.E. 44135 ASTM E1300 standard & have safety rated glass. Door panel I Created by Independent Third Party: Yes may be full or partial light panel. Reinforced mullions horizontal Evaluation Reports and vertical. Standard or ADA sills apply FL14896 R4 AE Drawing 1774.pof Created by Independent Third Party: Yes 14896.6 Pella & Architect Series Steel & 43 1/2" X 97 3/4" single solid operable door with standard Fiberglass Panel In -swing Doors with latch and deadbolt, reinforced mullion, dual sidelights, and a Aluminum Clad Frame I transom (76 1/2" X 135" overall unit size). Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 6.0f IApprovedforuseoutsideHVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 108/11/2019 Design Pressure: +40/-40 I Installation Instructions door be latch FL14896 R4 11 Drawing 1774.pdfOther: Lock system with shall standard and deadbolt. Configurations of glass shall conform to the current I Verified By: Warren W. Schaefer, P.E. 44135 ASTM E1300 standard & have safety rated glass. Sidelight II Created by Independent Third Party: Yespanelmaybefullorpartiallightpanel. Reinforced mullions I Evaluation Reports horizontal and vertical. Standard or ADA sills apply FL14896 R4 AE Drawing 1774.pdf Created by Independent Third Party: Yes i 14896.7 Pella & Architect Series Steel & 37 1/2" X 97 3/4" single glazed operable door with 3-point lock, reinforced mullions, dual sidelights, and a transom (70FiberglassPanelIn -swing Doors with 11/2" Aluminum Clad Frame X 135" overall unit size). Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 7.pA( Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date Impact Resistant: No 06/27/2019 Design Pressure: +50/-50 Installation Instructions Other: Lock system with door shall be 3-Point Lock. FL14896 R4 11 Drawing 1774.pdfI Configurations of glass shall conform to the current ASTM Verified By: Warren W. Schaefer, P.E. 44135 E1300 standard & have safety rated glass. Door panel may be Created by Independent Third Party: Yes full or partial light panel. Reinforced mullions horizontal and Evaluation Reports vertical. FL14896 R4 AE Drawing 1774.pdiCreatedbyIndependentThirdParry: ,Yes i 14896.8 Pella & Architect Series Steel & 143 1/2" X 97 3/4" single solid operable door with 3-point lock, Fiberglass Panel In -swing Doors with reinforced mullion, dual sidelights, and a transom (76 1/2" X Aluminum Clad Frame 1135" overall unit size). Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 8.pf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/22/2019 Design Pressure: +50/-50 Installation Instructions Other: Lock system with door shall be 3-Point Lock. FL14896 R4 Il Drawing 7174.pdf Configurations of glass shall conform to the current ASTM Verified By: Warren W. Schaefer, P.E. 44135 E1300 standard & have safety rated glass. Sidelight panel may Created by Independent Third Party: Yes be full or partial light panel. Reinforced mullions horizontal and Evaluation Reports vertical. FL14896 R4 AE Drawing 1774.Qf Created by Independent Third Party: Yes i 14896.9 Pella & Architect Series Steel & 7/8" x 97 3/4" double operable solid door with 2-point Fiberglass Panel In -swing Doors with 174multi -point lock at inactive panel and single lock & dead bolt at Aluminum Clad or Wood Frame l active panel Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 9.Qf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/15/2019 Design Pressure: +40/-40 Installation instructions Other: Standard or ADA sills apply FL14896 R4 II Drawing 7174.ndf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL14896 R4 AE Drawing 1774.12df Created by Independent Third Party: Yes 14896.10 Pella & Architect Series Steel & 174 7/8" x 97 3/4" double operable solid door with 2-point Fiberglass Panel In -swing Doors with multi -point lock at inactive panel and 3-point multi -point lock Aluminum Clad or Wood Frame at active panel Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 10.o0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 109/15/2019 https://floridabuildinq.orq/pr/pr app dtl.aspx?param=wGEVXQwtDquHlFzfePouWBgzFZzDP18T5wNSyYzj2yscCtBTvuEHnA%3d%3d 316 7/2/2018 Florida Building Code Online Design Pressure: +40/-40 ( Installation Instructions Other: Standard or ADA sills apply i FL14896 R4 I1 Drawing 1774.;2df Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL34896 R4 AE Drawing 1774.pf Created by Independent Third Party: Yes i 14896.11 Pella & Architect Series Steel & 186 7/8" x 97 3/4" double operable solid door with 2-point Fiberglass Panel In -swing Doors with I multi -point lock at inactive panel and either 3-point multi -point Aluminum Clad or Wood Frame lock or single lock & dead bolt at active panel Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 11 pot for HVHZ: Yes Assurance Contract Expiration DateApproveduseoutsideQuality Impact Resistant: No 09/16/2019 Design Pressure: +35/-35 Installation Instructions Other: Standard or ADA sills apply FL14896 R4 11 Drawing 1774.12df Verified By: Warren W. Schaefer, P.E. 44135 1 Created by Independent Third Party: Yes Evaluation Reports FL14896 R4 AE Drawing 1774.pdf Created by Independent Third Party: Yes i 14896.12 Pella &Architect Series Steel & 74 7/8" x 97 3/4" double operable glazed door with 2-point Fiberglass Panel In -swing Doors with I multi -point lock at inactive panel and single lock & dead bolt at Aluminum Clad or Wood Frame I active panel Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No I FL14896 R4 C CAC FL14896 12.pdApprovedforuseoutsideHVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/20/2019 Design Pressure: +35/-35 I Installation Instructions Other: Configurations of glass shall conform to the current I FL14896 R4 II Drawing 1774.pdASTME1300standard & have safety rated glass. Door panel I Verified By: Warren W. Schaefer, P.E. 44135 may be a full or partial light panel. Standard or ADA sills apply i Created by Independent Third Party: YesEvaluationReports FL14896 R4 AE Drawing 1774.pd Created by Independent Third Party: Yes 14896.13 Pella & Architect Series Steel & 74 7/8" x 97 3/4" double operable glazed door with 2-point Fiberglass Panel In -swing Doors with I multi -point lock at inactive panel and 3-point multi -point lock Aluminum Clad or wood Frame at active panel Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 13.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/20/2019 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL34896 Ra II Drawing 1774.pdf ASTM E1300 standard & have safety rated glass. Door panel Verified By: Warren W. Schaefer, P.E. 44135 may be a full or partial light panel. Standard or ADA sills apply Created by Independent Third Party- Yes Evaluation Reports FL34896 R4 AE Drawing 1774,j2d Created by Independent Third Party: Yes i 14896.14 Pella & Architect Series Steel & 1/2" X 97 3/4" single glazed operable door with standard . Fiberglass Panel In -swing Doors with 137latch and deadbolt Aluminum Clad or Wood Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 14.pof Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/15/2019 Design Pressure: +30/-30 Installation Instructions Other: Lock system with door shall be standard latch and FL34896 R4 11 Drawing 1774.2d deadbolt. Configurations of glass shall conform to the current Verified By: Warren W. Schaefer, P.E. 44135 ASTM E1300 standard & have safety rated glass. Door panel Created by Inoependent Trnrd Parry: Yes may be full or partial light panel. Standard or ADA sills apply Evaluation Reports FL14896 R4 AE Drawing 1774.pf Created by Independent Third Party: Yes 14896.15 Pella & Architect Series Steel & 43 1/2" X 97 3/4" single solid operable door with standard Fiberglass Panel In -swing Doors with latch and deadbolt Aluminum Clad or Wood Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 15.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/11/2019 Design Pressure: +50/-50 Installation Instructions Other: Lock system with door shall be standard latch and FL34896 R4 11 Drawing 1774.pd deadbolt. Verified By: Warren Schaefer, P.E. 44135 Created by Independent Third Party: Yes org/pr/pr_app_dti.aspx?param=wGEVXOwtDquH1 FzfePouWBqzFZzDPI8T5wNSyYzj2yscCtBTvuEHnA%3d%3d 4/6 7/2/2018 Florida Building Code Online c Evaluation Reports R/, AE Drawing 1774.pAf IFL14896 Created by Independent Third Party: Yes i 34896.16 I Pella & Architect Series Steel & 37 1/2" X 97 3/4" single glazed operable door with 3-point lock Fiberglass Panel In -swing Doors with IAluminumCladorWoodFrame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 16.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/27/2019 Design Pressure: +55/-55 Installation Instructions Other: Lock system with door shall be 3-Point Lock. FL14896 R4 II Drawing 1774.pof Configurations of glass shall conform to the current ASTM I Verified By: Warren W. Schaefer, P.E. 44135 E1300 standard & have safety rated glass. Door panel may be Created by Independent Third Party: Yes full or partial light panel. Evaluation Reports FL14896 R4 AE Drawing 1774.pdf i Created by Independent Third Party: Yes I i 14896.17 I Pella & Architect Series Steel & 43 1/2" X 97 3/4" single solid operable door with 3-point lock Fiberglass Panel In -swing Doors with iIAluminumCladorWoodFrame Limits of Use II Certification Agency Certificate i Approved for use in HVHZ: No I FL14896 R4 C CAC FL14896 17,%f IApprovedforuseoutsideHVHZ: Yes i Quality Assurance Contract Expiration Date Impact Resistant: No 106/08/2019 Design Pressure: +55/-55 Installation Instructions i Other: Lock system with door shall be 3-point lock. I FL14896 R4 II Drawing 1774.po 1 Verified By: warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes i Evaluation Reports FL14896 R4 AE Drawing 1774.pdf Created by Independent Third Party: Yes i I 14896.18 Pella & Architect Series Steel & 37 1/2" X 97 3/4" single glazed operable door with standard Fiberglass Panel In -swing Doors with I latch and deadbolt, unreinforced mullions and dual sidelights Aluminum Clad or Wood Frame I (68 1/2" X 97 3/4" overall unit size). Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 18.po( Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/15/2019 Design Pressure: +30/-30 Installation Instructions Other: Lock system with door shall be standard latch and FL14896 R4 II Drawing 1774.pdf deadbolt. Configurations of glass shall conform to the current Verified By: Warren W. Schaefer, P.E. 44135 ASTM E1300 standard & have safety rated glass. Door panel Created by Independent Third Party: Yes may be full or partial light panel. Unreinforced vertical mullions. Evaluation Reports r si ly FL14896 R4 AE Drawing 1774.p ff Created by Independent Third Party. Yes 14896.19 ella & Architect Series Steel & 1/2" X 97 3/4" single solid operable door with standard Fiberglass Panel In -swing Doors with 143latch and deadbolt, unreinforced mullion and dual sidelights (74 Aluminum Clad or Wood Frame 1/2" X 97 3/4" overall unit size). o Use Certification Agency Certificate Approved for use in HVHZ: No FL14896 R4 C CAC FL14896 19.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/16/2019 Design Pressure: +40/-40 Installation instructions Other: Lock system with door shall be standard latch and FL14896 R4 II Drawing 1774.po( deadbolt. Configurations of glass shall conform to the current Verified By: Warren W. Schaefer, P.E. 44135 ASTM E1300 standard & have safety rated glass. Sidelight Created by Independent Third Party: Yes panel may be full or partial light panel. Unreinforced vertical Evaluation Reports mullions. Standard or ADA sills apply FL14896 R4 AE Drawing 1774.12d Created by Independent Third Party: Yes i 14896.20 Pella & Architect Series Steel & 1/2" X 97 3/4" single glazed operable door with 3-point Fiberglass Panel In -swing Doors with 137lock, unreinforced mullions and dual sidelights (68 1/2" X 97 Aluminum Clad or wood Frame 3/4" overall unit size). Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL14896 R4 C CAC FL14896 20.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/15/2019 Design Pressure: +50/-50 Installation Instructions Other: Lock system with door shall be 3-Point Lock. FL14896 R4 II Drawing 1774.DAf Configurations of glass shall conform to the current ASTM Verified By: Warren W. Schaefer, P.E. 44135 E1300 standard & have safety rated glass. Door panel may be Created by Independent Third Party: Yes full or partial light panel. Unreinforced vertical mullions. Evaluation Reports FL14896 R4 AE Drawing 1774.pd Created by Independent Third Party: Yes W W Pagel /2V W 5/6 7/2/2018 Florida Building Code Online Go to Page SYt i+Y.D Contact Us • 2601 Blau Stone Road Tallahassee FL 32399 Phone e50-487.1624 The State of Florida is an AA/EEO employer COQynght 2007-2013 State of Flonda :. 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 eQuest, do not send electronic mail to this entity Instead, contact the office by phone or by traditional mail 11 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 ofroLial 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, FS , please clock here . Product Approval Accepts: i rotl Credit Card Safe https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquH 1 FzfePouWBgzFZzDP18T5wNSyYzj2yscCtBTvuEHnA%p3d%3d 6/6 ALTERNATE ANCHOR/SUNTRATE EVALUATION NOTE• ALL ALTF,RNAIE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WAIN THEIR APPLICABLE STANOARO(S) AND ARE FOUND 10 BE EOUIVALEN( TO OR STRONGER THAN DIE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. IRSIAWRON EVALUATION 6 BASED ON APPLICIBLL ANCHOR SMNDARDS ANO/OR INFORMATION h RESMIS FROM APPUCABLE TEST REPORTS THE FLORIDA OULOINC CODE VERSION COI4NERED WITH 111E EVALUATION WAS THAT IN FORCE At DIE TIME ()I THE EVALUATION IN THE EVENT Of CODE VERSION CIANGES/VPOATES OR W IRE EVENT THAT NEW OR ADDITIONAL TESTING 6 COMPLETED ON THE REFERENCED PRODUCT. PRIOR TO STATING CODE COMPLIANCE WITH THE STATE. THE MANUFACIVREN SMALL CONRRM W"" TIME NSIALLADON EVALUATION ENGINEER Or RECORD THAT THE NSTALATIONS SPECIFIED HERE -IN ARE CURREM WITH THE THEN CURRENT IESDNC. CODE AND APPLICABLE STANDARDS OPENING TYPE FRAME/CUP/MANGE/STRIKE 10 JUNUUMI MINIMUM11 (S1015TRATFI OPENING FASTENER TYPE I EMBED EDGE GIST II• w_•. ( MIN. CR 3 h G=0.55) --- I NO. 10 SUS OR WOOD SCREW 11 1/1' I 1/1' 11 MIN. 16 GA. 33 KSI METAL STUD I NO. 10 GR 5 SELF TAP/DRILL SCREW 1 FULL 1 1/2 IIMIN (LAW GOOSFRAMEOR BUCK I MO. 6 1( I 1/2- SUS 113/e- I (1)H/A II Mw 2X6 WOOD FRAME OR BUCK I NQ 8 X 1 1/2" SMS 11 3/8' 3/4- —IMINGR. 3 h: G 055) MIN. 16 GA 33 K51 METAL SIUO I NO 6 CR. 5 SELF IM/DRILL SCREW FULL _ !/2 MIN, 71- WOOD FRAME OR BUCK NO 6 VMS (IR WOOD SCREW 1 1/4• 3/4- Ulm GR 3 k 0 055) MIN. 16 CA 33 KSI METAL S1U0 NO 8 CIT. 5 SELF TAr DRILL SCREW !ULL 1 2• MIN I/6' TIN A36 STEEL NO. 8 GR. 5 SEU IAP/ORILL SCREW FULL 1/2• MIN 7X- WOOD FRAME OR BUCK ( Ulu CR 3 h G=055) I NO 12 SUS OR W000 SCREW II 1/4-I 3/4' MIN. 2X4 WOOD FRAME OR BUCK NO, 6 X 1 1/7' SMS 1 3/8• 1/7, MIN. GR 3 k G-055) Mw, 2X4 WOOD FRAME OR 8UCK II CA POOrING NAIL 1 3/6- 1/7• MAN CR. 3 k G-0 55) _ MIN. I/6- 11D A36 STEEL NO 6 GIL 5 SEL! TAP ORILL SCREW FULL 1/2• MIN. I/6 TID 6063-15 ALUM. NO. 6 GR. 5 SELF IAP DRILL SCREW FULL 1/2" I)CONCRETE SCREWS SHALL BE ELCO ULTRACONS. F,LCO CRETE-FLEX. MPN RAMSEI/REO HEAD TAPCONS OR IIIIQI KWIK-COM 11 (HARDENED STEEL OR S S.). t) STANDARD BEM CEP' INSTALLATION SCREWS $TALL RE POSITIONED WITHIN 1/4' OF 111E BUCK/SUBSIRME EDGE AND. If INTO WOOD, ANGLED 20 TO 30 DEGREES INTO THE BUCK. 3) 2X- BUCKS SMALL BE Or A MINIMUM OEPIR REOOIRED TO MEET ANCHOR EDGE DISTANCE REOUIREUEUIS BUT NO LESS THAN 4 1/2- (2X4) 4) WHEN SCREWS ARE USED WITH THE MAIL FIN. 111EY UUST BE A WAFFLE HEM SCREW OR HAVE A FIAT WASHER AT THE SCREW ITEM. NOTE: ALL ELEVATIONS SHOWN HERE -IN ARE FOR USE IN DETAILING THE INSTALLATION OF 111E DOORS ONLY. TYPE. SHAPE k CONDITIONS RELATIVE TO THE DOOR PANELS DOOR FRAMES SHALL BE GOVERNED BY THE DOORS PRODUCT APPROVAL P( SHALL BE AS CERTIFIED BY THE APPLICABLE CERTIFICATION ENTITY. HINGE REQUIREMENTS MOUM1TIn PER PANEL OVEBE 4 4- 3 EDGE DISTANCE MAY BE DECREASED 10 1/2- IF SCREWS ARE ANGLED 15 TO 20 DEGREES AWAY FROM THE EDGE. FERAL NOTES: I. AIL rAStENERS SHAM, N: N ACCORDANCE WRIT "ESE OR""N"' SPECIFIED WOW (.BED ITT BASE MATERIAL SMALL RE BEYOND WALL FINISH OR SFUCCO. 7. OPENPK:S, BUCKIFO h BIUCKING FASTENERS MUST BE PROPERLY DESIGNED A INSTALLED 10 TRANSFER WIND LOADS t0 RE STRUCRIR( 3. "ESE MO"-NPACI RATED PRODUCT INSTALLATIONS ME N ACCOMONACE WITH AND MEET RE REOUIREMENTS Or ME rLRRDA BUEONG CODE (rK). 4. ALL ANCIOF6 SECIRRNC PRODUCT FRAMES 10 rNESSIRE TREATED BUCKS OR WOO FRAMWG 901LL BE CMAOU Or RC9STM CORROSION CAUSED BY THE PRESSURE IREARHO C ELIrALS N THE WOOD5, MATERIALS. NftIIONG BUT NOT LIMITED 10 STEEL SCREWS, THATCOMEINTOCOBALTWITHOTHEROLWMRARMATERIALSSMALLMFEFTHE REOUMEMOeS Or FLORIDA BUIDNG CODE CHAFFER 70 B. TO DE BEST Or DN KNOWLEDGE THE PRODUCT VOW" NO" 6 CvrnnED R OVA(7P ASSURED BY A FLORIDA STATE APFWWEO CORTIFK7TON/pA ENTRY R SMALL BE LABELED N ACCORDANCE WITH DE FIT; AMD OE FLORIDA OEPARIMENt Or OUSNESS ! PROFESSIONAL REGULATION SPECIFICATIONS PRODUCT ASSEM8LY 6 NOT PART Of MS DNWNG AM SMALL BE N ACCORDANCE WITH FE MARUrALDIREES OUA IY ASSURANCE SPECIFICATIONS • TESTING REPORTS7, CERTUrADON OF THESE PRODUCT NSFAUATIDNS SHAM BE CDN90ERM VOID IF ANY ORE FOLLOWING APPLY. 1) PRODUCT 6NSTALLEOWITHOUTABUEDINGPERMSFROMIEAPPUCABULOCAL BULONG (JEPARTMOO. 1) PRODUCT 6 INSTALLED BY ANYONE OTHERTHANALICENSEDCONTRACTORCWEREHC(O WITH NStAUADOMS Or THIS TY E 0r 1'ROOIIC1. 3) E DANCES HAVE OCCURRED TO THE PRODUCT'S wnrxAF1ON EWWS CERIFXAE THAT CARE THESE INSTALLATIONS 10 BE NCORRECI OR PCON561EN1 WITH YWW IAS BEEN TESTED. B. DE VAST OESK H PRESSURE SPECIFIED ETREW N THIS WMNG ORNTHEPRODUCTSCERIVICATION9MLLCONTROLFORTHEWSIA1.E0 PRODUCT. O. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION OHLY WATER PIODRNG Or THE INSTALLED PRODUCT IS NO] PART Or 06 VISTALLATION CERTIFICATION T1MR RESPONSIBILITY Se W I. BE THAT OF THE MANUFACTURER 3/OR INSIALLR MAX FRAME WIDTH PER FLORIOA APPROVAL N T.E. 43 1/2-) d UI 711 FIN FASTENER THIN 7." OF CORNERS h 5 TO 7' IAAX. O.C. SEE FRAME ANCIIOR REOVIREMENTS TABLE' ON THIS SIIEEr FOR REOUIREMENTS O HINGE SCREW INTO SURSTRATE (I PER HINGE) SEE "FRAME ANCHOR REOUIREMENIS TABLE- ON HITS SNEET FOR SCREW \ REQUIREMENTS MAX. INDMOUAL FRAME SCREW WHERE SHOWN SEE. "FRAME ANCHOR REOUIREMENTS TABLE' ON 1111S SHEET FOR REOUIREMENIS (ONLY REO'D WAIT NAIL FIN MOUNT CONDITION) STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE PRATE). SEE FRAME ANCHOR REQUIREMENTS TABLE - ON 11IIS SHEET FOR SCREW REOUIREMENTS LATCH h DEAD BOLT STRIKES). I e A1 Z OOOOuzm, W O w 4Z ,6 lL w rc a? ` y TIN 30INTERIORELEVATION: SINGLE DOOR WITH DEADBOLT LOCKING SYrEM L(TEurtr SCAT E 3/4 = 1 - LAP * NAIL FIN MOUNT CONDITION) y ALLOWABLE DESIGN PRESSURE q, c) o A. = SINGLE DOOR) h :z < ai = c SEE FLORIDA APPROVAL o ' =' 4t4yy NFAL""m LIF NM 0.1" PRoONCN IW MAr Vsm to. RATIONN 1N0/0 tom ff"OAL rmcm, NN Pmamto A NNE MANIFACRPEA M1 MAX. FRAME mom PER FLORIDA APPROVAL I ( NT.E. 43 1/2") fi MAX. y IB" MAX o C — A2 6 p.- -.--.-y-.- 6" MAX. 1 I 641. i i -NAIL FIN OR BRICKMOLO AND THEIR ANCHORS IS OPTIONAL w I N SHALL NOT ACT AS A SUBSTITUTE FOR THE FRAME ANCHORS a SPECIFIED NAIL FIN OR BRICKMOLD MAY BE REMOVED WHENCL REQUIRED Fly OPENING o CONDITIONS C I m I• a F I• \ u 1 HINGE SCREW INTO I, SUBSTRATE (1 PER iL HINGE) SEE -FRAME ANCHOR REOUIREMENT 1 TABLE- ON SHEET I I FOR SCREW \ I REQUIREMENTS 6' MAX. 6" MAX. n rn I I FRAME SCREWS OR `•' I INSTALLATION CLIPS WHERE a SHOWN. SEE -FRAME ANCHOR REQUIREMENTS a TABLE ON SHEET 1 FOR °d I REOUIREMENTS. I 0I STRIKE SCREWS INTO a Q SUBSTRATE (2 PER STRIKE I PLATE) SEE "FRAME c=-7 4J ANCHOR REQUIREMENTS W TABLE- ON SHEET I FOR m I SCREW REQUIREMENTS LATCH k DEAD BOLT clW I STRIKES). I I I MAX FRAME. WIDTH PER FLORIDA APPROVAL N.T.E 43 1/2•) MAk FIN FASTENER WITHIN 2 OF CORNERS N 5' TO 7- MAX. O.C. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON SIIEET I FOR REOUIRF•MENIS. HINGE SCREW INTO SUBSTRATE 0 PER HINGE). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET I FOR SCREW \ REQUIREMENTS B" MAX. INOMOUAL FRAME SCREW WIIERE SHOWN. SEE "FRAME ANCHOR REOUIREMENTS TABLE- ON SHEET 1 FOR REQUIREMENIS (ONLY REQ'O WIIH NAIL FIN MOUNT CONDITION) STRIKE SCREWS INTO SUBSTRATE I PER STRIKE PLATE). SEE FRAME ANCHOR REOUIREMENTS FABLE" ON SIIEET I FOR SCREW REOUIREMENTS (LATCH h DEAD BOLT STRIKES). a INTERIOR ELEVATION: INTERIOR ELEVATION: SINGLE DOOR WITH DEADBOLT LOCKING SYTEM SINGLE DOOR WITH MULTIPOINT LOCKING SYSTEM SCALE- 3/4- = I'-0 SCALE* 3/4" = 1'-0" FRAME SCREW S. CLIP MOUNT CONDITIONS) (NAIL FIN MOUNT CONDITION) ALLOWABLE DESIGN PRESSURE SINGLE DOOR) SEE FLORIDA APPROVAL 0 0 Lo, 0 K N0 0 0a (A o zaNUQ S 3 3._ w 3 tv oaa 5 U 0 SIIEEW HO 2 Or 6 MAX FRAME VA0114 PER FLORIDA APPROVAL Ni E. 43 1/2-) 6 MAX. 18 MAX. 0 C 6 MAXrA2 6 FRAME SCREWS OR 6" X. I I 2 6 I• n nm I a a a o I Ix o I I I• a I. U I• W I• I I• 6" MAX. INSTALLATION CLIPS WHERE SHOWN SEE FRAME ANCHOR REOUIREMENTS TABLE' ON SHEET I FOR REOUIREMENTS. STRIKE SCREWS INTO SUBSTRATE (I PER STRIKE PLATE) SEE FRAME ANCHOR REOUIREMENTS IABLE" I ON SHEET 1 FOR SCREW REQUIREMENTS LATCH & DEAD BOLT L -41 i 2 7 NAIL FIN OR BRICKMOEO AN11 IIIEIR ANCHORS IS OPTIONAL h SHALL NOT ACT AS A SUBSTITUTE FOR THE FRAME. ANCHORS SPECIFIED. NMI. FIN OR BRICKMOLO MAY BE REMOVED WHEN REOUIREO BY OPENING CONDITIONS HINGE SCREW INTO SUBSTRATE (I PER HINGE). SEE •FRAME ANCHOR REOUIREMENTS TABLE' ON SHEET 1 FOR SCREW \ REOUIREMENTS. INTERIOR ELEVATION. SINGLE DOOR WITH MULTIPOINT LOCKING SYSTEM SCALE- 3/4' = 1•-0" FRAME SCREW & CLIP MOUNT CONDITIONS) ALLOWABLE DESIGN PRESSURE SINGLE DOOR) SEE FLORIDA APPROVAL MAX. FRAME WIDTH PER FLORIDA APPROVAL N.1 E. 86 7/8') STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE PLAIE). SEE 'FRAME ANCHOR REOUIREMENTS TABLE* ON SHEET I FOR SCREW REOUIREMENTS 51100I 801f STRIKE)_\ 176" 1 ,--( CTNEACTNE 7L'OSIIE ER WIIIINrrFA FRAME SCREWS ORNERSINSTALLATIONCUPSwIIEREk5SHOWNnl x 0 C. SEE MEETING STILE ENDS. CHOR SEE "FRAME ANCHOR NTS TABLE' REOUIREMENTS TABLE' 1 FOR ON SHEET 1 FOR NIS REOUIREMENTS (CLIPS ARE NOT APPI.ICABLE AT SILL). HINGE SCREW INTO SUBSTRATE (1 PER FRAMEHINGE) SEE ANCHOR REOUIREMENTS TABLE' ON SHEET I FOR SCREW \ REOUIREMENTS. BI 82 6 6 STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE PLATE WITH STANDARD SILL; I PER STRIKE WITH ADA SILL). SEE "FRAME ANCHOR REQUIREMENTS TABLE ON SHEET I FOR SCREW REQUIREMENTS SHOOT BOLT STRIKE). INTERIOR ELEVATION DOUBLE DOORS SCALE 3/4' = 1'-0 NAIL FIN MOUNT CONDIFION) ALLOWABLE DESIGN PRESSURE DOUBLE DOOR) SEE FLORIDA APPROVAL o WNoOo_ OW a N w IY Z a N 0 3 Yoo g caW w a Ind $® or 8 6' MAX. MAX. FRAME WIDTH PER FLORIDA APPROVAL N T.E 86 7/8 ) IS' MAY. 0 C. STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE PLATE). SEE FRAME ANCHOR REOUIREMENTS TABLE" ON SHEET I FOR SCREW REOUIREMENTS SHOOT 801T STRIKE) 76 I 6_ I, MAY. O.0 NACTIVE POSHE ACTNE C2 7 IN OR FRAME SCREWS OR OLO AND THEIR INSTALLATION CLIP$ R$ I$ OPTIONAL WHERE SHOWN. SEE FRAMEIINOiACTAS ANCHOR STITUTE FOR REOUIREMENTS TABLE" AME ANCHORSF ON SHEET I FOR IED NMI. FIN REOUIREMENTS (CLIPS ICKMOLO MAY ARE NOT APPUCASLE MOVED WHEN AT SILL). ED BY OPENING IONS HINGE SCREW INTO SUBSTRATE 0 PER FRAMEHINGE). SEE ANCHOR REOUIREMENIS TABLE' ON SHEET I FOR SCREW REQUIREMENTS. BI 2 6 6 STRIKE SCREWS INTO SUBSTRATE INTERIOR ELEVATION: 2 PER STRIKE PLATE WITH STANDARD SILL: I PER STRIKE DOUBLE DOORS WAIT ADA SILL). SEE 'FRAME SCALE: 3/4" - 1•-0' ANCHOR REOUIREMENTS TABLE' (FRAME SCREW & CLIP MOUNT CONDITIONS) ON SHEET I FOR SCREW REQUIREMENTS (SHOOT BOLT STRIKE). ALLOWABLE DESIGN PRESSURE DOUBLE DOOR) SEE FLORIDA APPROVAL MAY. OVERALL FRAME WIDTH PER FLORIDA APPROVAL N.T.E. 76 1/2") 6" MAX, 43 1/2 MAY. DOOR FRAME WIDTH T1T_ 36' MAX•18' MAX. 0 C. - 6" Max A2 6 17 V7 ( FRAME SCREWS OR INSTALLATION FRAME SCREWS OR INSTALLATION CLIPS WHERE SHOWN AT MULLION ENDS SEE FRAME ANCI IOR REOUIREMENIS TABLE" ON SHEET I FOR REOUIREMENTS O BI 2 6 6 CLIPS WHERE SHOWN SEE I "FRAME ANCHOR 1 REQUIREMENTS TABLE' ON SHEET 1 1 FOR REOUIREMENTS CLIPS APPLICABLE At SILL) NNL FIN OR BRICKMOLO AND THEIR ANCHORS 1$ OPTIONAL & SHALL NOT ACT 1 AS A SUBSTITUTE FOR THE FRAME ANCHORS SPECUIEO. NAIL I FIN OR I BRICKMOLO MAY 1 BE REMOVED WHEN REOUIRED BY OPENING CONDITIONS INTERIOR ELEVATION: r SINGLE DOOR WITH SIDELIGHTS SCALE: 3/4" = 1'-0" 3 ;u THIS ELEVATION IS APPLICABLE TO SCREW & CLIP MOUNT INSTALLATION ONLY) ALLOWABLE DESIGN PRESSURE SINGLE ODOR WITH SIDELIGHTS) SEE FLORIDA APPROVAL W Q.o ho 41 zO raw1- WN Oot,i3O o0. O ZAN V < t0fI cqgmW _aa or II II I•III III III IIIIIh 111 III I•III III' III III II3 3 LL= _ ___ ____ —J 3" SWI AR I' R 2OPPOSITEFrcIy I LQW Qz K V o 00 I 0 I Q n I I I I BI 2 6- MAX. 6 6 y y I3N3 3a3y 43 1/2-MAX. ODOR FRAME WIOT3iSl3y3y MAX OVERALL FRAME WIDTH PER FLORIDA APPROVAL N.T.E 76 1 /2l INTERIOR ELEVATION: SINGLE DOOR WITH SIDELIGHTS do TRANSOM THIS ELEVATION IS APPLICABLE 10 CLAD FRAME DOORS WITH SCREW do CLIP SCALE: 3/4' = 1'-0" I SEE F110354 FOR WINDOW APPROVAL N. ANCHOR REQUIREMENTS AROUND WINDOW I FRAME SCREWS OR j INSTALLATION CLIPS WHERE SHOWN AT MULLION ENOS. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET I FOR I REOUIREMEN TS I II r17 NAIL FIN OR 1111 BRICKMOLO AND THEIR ANCHORS IS OPTIONAL SHALL NOT ACT AS A SUBSTITUTE FOR HIE I FRAME ANCHORS SPECIFIED. NAIL FIN OR BRICKMOLD MAY BE REMOVED WHEN I REOUIREO BY OPENING CONDITIONS I I 3 I I I FRAME SCREWS OR INSTALLATION CLIPS WIIERF SHOWN SEE FRAME ANCIIOR I REQUIREMENTS TABLE" ON SHEET I FOR REQUIREMENTS (CLIPS ARE NOT APPLICABLE AT SILL) ALLOWABLE DESIGN PRESSURE SINGLE DOOR WITH SIDEUGIIFS A: TRANSOM) SEE FLORIDA APPROVAL MOUNT INSTALLATION ONLY) ew . • Q -, AC., 7, z° oz IP%. o I`' - Fa °' o K WN0Oyu0, a I o za V U, OWw _ a `° n. 5 - 8 STRIKE SCREW BY OTHERS PER/rim FASTENER PER ELEVATION SUBSTRATE FRAME ANCHOR REOUIREMPER ELEVATION TABLE SEALANT BY OTHERS BEHIND NIL FIN L 3/8" MAX, mat SPACE SEALANT BY OTHERS EXTERIOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME SECTION AI SCALE: 1/2 FULL e6 NAIL FIN MOUNT) FIXED PANEL DOOR FRAMt /SILL SCREW PER f.IFVAlION SEALANf BY OTHERS r l 1 A' MAX. , TE SHIM,'. By OTHERS OR GROUT PER "FRAME OPERABLE DOOR STRIKE SCREW ANCHOR FRAME/SILL SCREW PER ELEVATION REOUIREMENTS TABLEPERELEVATION SECTION el SCALE. 1/2 FULL 6 NAIL FIN do BRICKMOLD IS NOT SHOWN BUT MAY BE USED IN ADDITION TO ANCHORS SHOWN. CLAD FRAME SHOWN. WOOD ONLY FRAME ALSO APPLIES. STRIKE a FIXED PANEL DOOROPERABLEDOORSCREWPERFRAMESCREWPER SUBSTRATE BY 0114ERS PER ELEVATIO FRAME SCREW PER ELEVATION "FRAME ANCHOR ELEVAt10N REOUIREMF,NIS TABLE" 2 SEAT iJ mA nu 3/8 MAX SHIM AT SEALANT BY ' EACH ANCHOR / 0111ERS BEIIIND NAIL FIN I FIN FASTENER SEALANT PER ELEVATION o BY 0111EAS EXTERIOR SUBSTRATE BY OTHERS PER SEAL SPACE WITH LOW "FRAME ANCHOR EXPANSION FOAM AROUND REOUIREMENTS PERIMETER OF DOOR FRAME TABLE" HINGE SCREW BY OTHERS EXTERIOR SEAL $rACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME SECTION A2 PER El EVATION SCALE: 1/7 FULL 6 IFRAMESCREWMOUNTSIIOWN. SEE DETAILS ON SHEET At EACH MAX. NGESSCaEW FRAME WIOIH B FOR DIRECT MOUNT & CLIP MOUNT OETAILS. SECTION II SCALE- 1/2 FULL 6 EXTERIOR SEALANT BY OnIERS-, NAIL FIN MOUNI) I /4" MAX.SUBSTRATE BY OfHFRS SFIIM IJL PER "FRAME ANCHOR OR GROUT REOUIREMENTS 1ABLF- STRIKE SCREW CREW PER ELEVATIONPERELEVATIONCREWSECTIONez T SCALE 1/2 FULL 6 d.. . F. P1 .. 0•cu7 uT Z n A!\p 0 tic,, 0ON(3 OaI 0 7=5 V O oa 10 a or 8 r' SEALANT BY OTHERS SEALANT BY 0 SUBSTRATE BY OTHERS PER •:. FRAME ANCHOR REOUIREMENTS EXTERIOR TABLE_ EXTERIOR FIXED PANEL DOOR FRAME SEAL SPACE WITH LOW SCREW PER EXPANSION FOAM ELEVATION AROUND PERIMETER OF DOOR FRAME --- OPERABLE DOOR FRAME\ _ SCREW PER ` ELEVATION xTJD HINGE SCREW PER ELEVnnON 3/8- MAX. SIT FRAME WIDTHATEACHANCHOR SECTION G2 SCALE' 1/2 FULL FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 8 FOR DIRECT MOUNT h CUP MOUNT DETAILS. NAIL FIN & BRICKMOLD IS NOT SHOWN BUT MAY BE USED IN ADDITION TO ANCHORS SHOWN, CLAD FRAME SHOWN. WOOD ONLY FRAME ALSO APPLIES. 2 mono SEALANT BY OTHERS BEHIND MAIL FIN FIN FASTENER i' PER ELEVATION SUBSTRATE BY OTHERS PER FRAME ANCHOR REOUIREMENIS TABLE STRIKE SCREW PER ELEVATION WIDTH MAX SHIMFRAMEWIOIATEACHSTRIKESCREW SECTION pi SCALE: 1/2 FULL NAIL FIN MOUNT) SEALANT BY OTHERS EXTERIOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME SUBSTRATE BY OTHERS PER FRAME ANCHOR REOUIREMENTS TABLE" nXEO PANEL DOOR FRAME SCREW PER ELEVATION OPERABLE DOOR FRAME SCREW PER ELEVATION STRIKE SCREW I PER EIEVATK)N F3/B MAX SHIM RAMEWIDTHATEACHANCHORSECTION 02 SCALE. 1/2 FULL 7 FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEEI 8 FOR DIRECT MOUNT k CUP MOUNT DETAILS. E¢ z 1sO F WAN O 4 O W O zx a 1 Z m 0 S ob00 oa °n 3 a 0 O WrxVicu rK WWz4 WEig ai z WO H 3v 3 2 C a V Q 7 a 8 1 INSTALLATION CLIP SCREW PER STRIKE OR HINGE "FRAME ANCHOR REQUIREMENTS SCREW PER TABLE (2 PER CLIP). ANGLE SUBSTRATE BY OTHERS FRAMEELEVATIONSCREW20-30' WHEN INTO WOOD PER ANCHOR SUBSTIinrE. REQUIREMENTS TABLE' 3/8• MAX. - SHIM AT CLIP V- -/J I BY OTHERS Z INSTALLATION o CUP - EXTERIORn W SEAL SPACE WITII LOW N0. 8 X 3/4 EXPANSION SCREW (2 PER CUP) ui FOAM AROUND PERIMETER OF I DOOR FRAME STANDARD INSTALLATION CLIP DETAIL HEAD SECTION SIIOWN, SIDES ARE INSTALLED THE SAME. INSTALLATION CLIPS 00 NOT APPLY AT SILL) FOR DETAIL NOT SHOWN, SEE OTIIER SECTIONS) INSTALLATION CLIP SCREW PER STRIKE OR HINGE SCREW FRAME ANCHOR REQUIREMENTS PER ELEVATION TABLE (2 PER CUP ANGLED 15 TO SUBSTRATE BY OTHERS PER 20 DEGREES IF NECESSARY TO MEET FRAME ANCHOR EDGE OISTANCF REOUIREMENTS) REQUIREMENTS TARLE 3/8 MAX. SHIM AT CLIr SEALANT 3O BY OTIIERSBY Z ON o CLIP EXTERIOR W SEAL SPACE WITH LOW NO 8 X 3/4 EXPANSION SCREW (2 PER CLIP) FOAM AROUND PERIMETER OF DOOR FRAME ALTERNATE INSTALLATION CLIP DETAIL HEAD SECTION SHOWN, SIDES ARE INSTALLED IHE SAME. INSTALLATION CLIPS 00 NOT APPLY AT SILL) FOR DETAIL NOT SHOWN. SEE 0111ER SECHONS) SUBSTRATE BY CONTINUOUS WOOD MEMBER LESS IN THICKNESS OTHERS PER THAN A 2X_ BUCK TO BE MIN. 4 1/7- DEEP FRAME ANCHOR (NOT REQUIRED WHEN SHIM SPACE IS WITHIN REOUIREME14TS 0 VALLOWABLE OIMENSIONS SHOWN IN SECTIONS). BY OTHERS STRIKE OR HINGE EXTERIOR SCREW PER ELEVATION & FIXED PANELFRAMEANCHORDOORFRAMEREOUIREMENTSOPERABLEDOORSCREWPERTABLE- FRAME SCREW ELEVATION & PER ELEVATION -FRAME ANCHORFRAME ANCHOR REOUIREQUIREMENTS REQUIREMENTS TABLE - OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER HEAD SECTION SHOWN: SILL h SIDES ARE INSTALLED THE SAME) FOR DETAIL NOT SHOWN. SEE 0111ER SECTIONS) 1 1— 1 703 --I 1 903 1.472 0.024 D HAIL FIN300311-14 I 1.539 - ALUMINUM) 0 DRIP CAP NAIL FIN3D03H-14 ALUMINUM) 6 187 10 8 187 0 0 0 0 0 Q 0 0 0 0 0 0 1.875 0 0 0 0 0 BENT PORTION OF CLIP MAY BE SNIPPED OFF 0.052 IF REO*D FOR PLACEMENT TO DOOR FRAME. O FRAME, INSTALLATION CUF50KSIS1EEU NAIL FIN & BRICKMOLD IS NOT SHOWN BUT MAY BE USED IN ADDITION TO ANCHORS SHOWN. CIAO FRAME SHOWN. WOOD ONLY FRAME ALSO APPLIES. 4 4 Z,00m 12 A Jicr t u' 3 y 4 7 ' C1t^ 3 iv 0 G•, Wt o o; 4N 333 1 :s p z bi o SREEV I 8 or 7/2/2018 Florida Building Code Online i trrl- Ira . SCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats 6 Facts Publications Contact Us BCIS Site Map Links search db'&A*,F*& r; r ProductApproval USER. Public Use: K- cressr Product Aooroval Menu > Drodutt or Agphcation Search Apohcauon L i.t Application octal FL it FL13815-R3 e:.:-: a•r. Application Type Revision Code Version 2017 Application Status Approved i . Comments l Archived Product Manufacturer Pella Corporation Address/ Phone/Email 102 Main St. Pella, IA 50219 641) 621-6096 pellaproductapproval@pella. com Authorized Signature TROY FARR tbfarr@pella. com Technical Representative Joseph Hayden Address/ Phone/Email 102 Main Street Pella, IA 50219 641) 621-6096 Jahayden@pella. com Quality Assurance Representative Pat Bortscheller Address/ Phone/Email 102 Main Street Pella, IA 50219 641) 621-1000 P/ JBortscheller@pelia. com Category Windows ` f' Subcategory t ort ComplianceMethodfrom a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert J. Amoruso Evaluation Report Florida License PE-49752 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Charles A. Pagen R E., Ph. D. Fenestration Technology Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FI13815 R3 COI Cl 1676 Revl 415-0309 Mullion ss.C df Standard AAMA 450 Year 2010 Sections from the Code https:// floridabuilding.org/pr/pr_app_dtl.aspx'>param=wGEVXOwtDgv%2bFd42duxgbgJjYGJxLm4sHJZX5tUDfy7RSBVAS6DjvOa/a3da/o3d 112 7/2/20 18 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 01/26/2018 01/29/2018 02/04/2018 04/10/2018 I FL it I Model, Number or Name Description 13815.1 Pella Clad and Wood Windows I Joining Mullion with End Anchors - Window to Window IICombinations Limits of Use I Installation Instructions Approved for use in HVHZ: No FL13815 R3 It Pella Report No. 0507-04 060110 ss.Ddf Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso PE-49752 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Compliance limited to Wind Zone 3 or less where basic I FL13815 R3 AE PER 1673 Pella Rev2 ss.pdfwind;speedsZlo, not exceed 140 mph. See page 2 of report for I Created by Independent Third Party: Yes applicable Pellalproducts. j i i I 13815.2 Pella Clad and Wood Windows and ) Joining Mullion with End Anchors - Door to Window and Door toIDoorsDoorCombinations Limits of Use I Installation Instructions App_ove'd for use in HVHZ: No FL13815 R3 II Pella Report No 0506-06 060710 ss.l2df Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso PE-49752IImpactResistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: Compliance limited to Wind Zone 3 or less where basic FL13815 R3 AE PER 1678 Pella Rev2 ss.pdf wind speeds do not exceed 140 mph. See page 2 of report for Created by Independent Third Party: Yes applicable Pella products. Ea_I: Nca: Contact Us .• 2601 Blau Stone Road Tallahassee Fl. 32399 Phone, 850-487-1824 The State of Flonda is an AA/EEO employer. LMynght 2007-2013 State of Florida , Pnvaty Statement •: Accessibility Statement .• Refund Statement Under Flonda 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 emalls 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, pleaseprovidetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determine If you are a licensee under Chapter 455. F.S., please click here . Product Approval Accepts: i4ct Credit Card Sate httDS://floridabuildinq.org/pr/pr_ app_dtl.aspx?param=wGEVXQwtDgv%2bFd42duxgbgJiYGJxLm4sHJZX5tUDty7RSBVAS6D/vQ%3d%3d 2/2 Pella Corporation 102 Main Street Pella; Iowa 50219 PROJECT. MULLION CALCULATIONS FOR VERTICAL AA'D HORIZONTAL MULLION SERIES- Jomi.ng Mull for Doors with Transoms and/or Sidelights (Tight Mulls) PROJECT NO.: 415-0309 REPORT NO.: 0506-6 DATE: 5/26/2015 Prepared by. PTC, PRODUCT DESIGA' GROUP P.O. Box 520775 Longwood, Flonda 32752 Pbone: (321) 690-1788 Fax- (321-) 690.1789 jpMESEIV t. N 49752 STA E OF O R \ OF`GN`` Evaluated By ROBERT J. AMORUSO, P.E. Digitally signed by Robert J. Amoruso DN: cn=Robert J. Amoruso, o, ou=PTC Product Design Group, email=robert@ptc- corp.com, c=US Date: 2015.05.26 10:57:06 04'00' FL. NO. 49752 F.B.P.E. CERTIFICATE OF AUTHORIZATION NO. 25935 ROBERT J. AMORUSO, P.E. F.B P.E. CERTIFICATE OF AUTHORIZTION NO. 25935 FL. NO. 49752 111111111IM" rite Client: Pella Corporation Protect # 415-0309 Report tt: 0506-6 Prepared by: RJA PTC PRODUCT DESIGN GROUP, LLC Date- 5/26/2015 P.O. Box 520775 Page 2 of 13 Longwood, Florida 32752 SCOPE PTC, PRODUCT DESIGN GROUP was contracted by Pella Corporation to perform engineering evaluations of various mulled door and window combinations. This report will be based on joining the properties of the weakest wood frame (Inswing Door) jambs as demonstrated in the section property section of this report, by evaluation of possible groupings of mullions based on section property comparisons in accordance with the AAMA 450-06/09/10. Structural analysis of the mullions is based on the current edition of the Florida Building Code — Building and Residential Volumes, Chapter 17 and Chapter 6 respectively using the product grouping method and tributary loading of AAMA 450. PRODUCT APPLICABILITY: This report is applicable to the following Pella Corporation product lines and types only 1 Product Lines a. Architect Series (including Hurricane5hield, 850 Series), exterior clad and wood. b. Designer Series (750 Series), exterior clad c Proline Series (450 Series), exterior clad d Pella Support Products, exterior clad e. Pella Entry Systems, exterior clad and wood 2. Product Types a. Casement b Awning C. Picture d Direct Set Geometric and Radius e. Sliding Patio Door f. In -swing Patio Door g Out -swing Patio Door h. In -swing Entry Door i. Out -swing Entry Door 3 Product Materials a. Extruded aluminum for aluminum portions of door and windows. b. Pine for wood portions of door and window frames The tributary areas are identified and calculated. These results are used to calculate the maximum pressure that the product can withstand without exceeding the allowable stresses or deflection. The minimum of these results is selected and defined as the design pressure for the product. Mullion stress and deflection is calculated using the AAMA 450 load distribution method. For each mullion configuration, spreadsheet programs are used to calculate the apparent El and equivelent I, a design pressure verification using equivelent I, and alternate spans from the design pressure calculation. ROBERT J. AMORUSO, P.E. F.B.P.E. CERTIFICATE OF AUTHORIZTION NO. 25935 FL NO 49752 gym" rite Client- Pella Corporation Project If. 415-0309 Report #- 0506-6 Prepared by. RJA PTC PRODUCT DESIGN GROUP, LLC Date: 5/26/2015 P.0 Box 520775 Page 3 of 13 Longwood, Florida 32752 ANALYSIS METHODOLOGY: The following methodology was used to develop the -Load width span tables presented in this report. 1. Determine the allowable design pressure (D.P.) based on the actual shear stress, bending stress, deflection and mullion reactions as compared to their respect design allowables choosing the worst case. 2.. Worst case section properties determined by a comparison of the individual component sections of the applicable products, the cross sections exhibiting the lowest Moment of Inertia (1) and section Modulus (Z) will be used Area as it is related to shear stress does not govern design so it is not a deciding factor of the worst case section 3 Using a ratio of the wood window jambs Modulus bf Elasticity (1) compute the overall apparent section properties of the worst case cross section. 4. Use the properties determined above in determining the load width/span tables. 5. Analysis based on: a. Horizontal Shear Stress = PIA (psi) b. Bending Stress = Mc/1 = M/Z (psi) 1. M = bending moment and is equal to M/Kf ii. Kf is moment coefficient based on trapezoidal load distribution. C. Deflection = WL a /KdEI i. Kd is deflection coefficient based on trapezoidal distribution. ii. W is load on mullion in Lbs. = wL where w is distributed load in Lbs/in and L in mullion span inches. d. Mullion End Load Reactions 1. Based on trapezoidal load on mullion resolved into total load distributed to each end of mullion equally. 6. Load Width/Span Tables based on: a. Solving for the allowable design pressure (D.P.) considering various window sizes and mullion spans. ROBERT J. AMORUSO, P.E. F.B.P.E. CERTIFICATE OF AUTHORIZTION NO. 25935 . FL. NO.49752 MM_ FIL Client- Pella Corporation Protect #: 415-0309 Report #: 0506-6 Prepared by: R1A PTC PRODUCT DESIGN GROUP, LLC Date: 5/26/2015 P.O Box 520775 Page 4 of 13 Longwood, Florida 32752 MULLION END ANCHORAGE: 1. Calculated performance is based on the following: Mullions anchor plates a. 512-A Wood mullion anchor clip. (316 stainless steel) b. 5071 Installation type clip (A-653 Hot dipped Galvanized steel) C. 500 P steel plate and through frame alternate end anchorage. MULLION ATTACHEMENT: 2. a. Mullion End Clip 512-A (Fin mull anchor clip) 1. The end clip is secured to each end of window jambs using eight #10 x 5/8" wood screws below, and requires a minimum of 1.1/2" wood buck thickness (See Detail A). ii For 20" plate attachment to both window frames use six (6) q6 x 5/8" stainless steel screws ili. For clip attachment to wood frame substrates use five (5) N10 x 2" long or longer wood screws per clip leg into the Installation bucking or frame with a minimum of 1 1/2" embedment into substrate and maintaining at least 3/4" minimum edge distance is required based on the analysis used in this report for development of the load width and span. 2(:' r.tc•, tr500f GI iJC 0:11,. wl•l", i lrr es r.. i 1 +C "C. } +V 1 I r---- —------:--- - ------ I kiulli•o: rrgr 311 YL r cl ji'll+^ 5 e3I W:r a:e•:1: :: Mullion End Clip 512-A (Fin mull anchor clip) Detail A ROBERT J. AMORUSO, P.E. F.B.P.E CERTIFICATE OF AUTHORIZTION NO 25935 FL NO. 49752