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2302 Lucretia Ct 15-2968; INTERIOR REMODELCEI VIED SEP 2 3 2015 CITY,OF SANFORD gy; BUILDING & FIREJ PREVENTION PERMIT' APPLICATION Application No: Documented Construction Value: $ 45000 Job Address: 2302 Lucretia Court, Sanford, FL 32771 Parcel ID• 31-19-31-513-0000-0420 Historic District: Yes No Zoning: Residential Description of Work: New kitchen cabinets, new windows, remodel bathroom, build clothes closet Plan Review Contact Person: Sissy DeMuth Title: General Contractor Phone: 407-702-3853 Fax: 407-599-1176 E-mail: dribuilds@gmail.com Name John and Linda Delaune Street: (same) City, State Zip: Property Owner Information Phone: 615-720-7899 Resident of property?: yes Contractor Information Name Sandra "Sissy" DeMuth (DeMuth Renovations, Inc.) Phone: 407-702-3853 Street: 2470 Temple Drive Fax: 407-599-1176 City, State Zip: Winter Park, FL 32789 State License No.: CGC1517678 Architect/Engineer Information Name: n/a Phone: Street: City, St, Zip: Bonding Company: Address: Building Permit M n/a Square Footage: 2824 Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION n/a Construction Type: Alteration No. of Stories: No. of Dwelling Units: 1 Flood Zone: Electrical EX New Service — No. of AMPS: 1 Plumbing 0 New Construction - No. of Fixtures: Mechanical D (Duct layout required for new systems) Fire Sprinkler/Alarm O No. of heads: J Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 9 Sign f er/Agennt Date P of Notary -State a"';"'•.,, PATRICIA RIBERA ri; Notary Public - state of Florida s My Comm. Expires May 28, 2017 s Commission w EE 875651 Bond Through Natinnal Nn aw Ann Me or Produced ID Type of ID APPROVALS: ZONING: 2 UTILITIES: ENGINEERING: COMMENTS: FIRE: Sign e fOK-tractor/Agent I Do Print Contractor/Agent's Name t0m6 ... Signature of Notary -Stet o bride Qasmay Blaster NOTARY PUBLIC STATE OF FLORIDA Cornrnt FF021695 EMires 5W/2017 Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: 5r 10-'I'I,i Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FEIQ 731.135(5)(6) Florida Statutes. REV 07.14 REQUIRED INSPECTION SEQUENCE Rpa /r— 94L it r • v BUILDING PERMIT Min Max _'Inspection Description Footer / Setback Stemwall Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Z Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof Com'1 Building Ceiling Grid Final Roof " Final Stucco / Siding Insulation Final Final Utility Building O 000 Final Door 000 Final Window Final Screen Room Final Pool Screen Enclosure Final Solar Pre -Demo Final Demo Final Single Family Residence Final Commercial — New Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) Address: 7-gar- /'•/ ELECTRICAL.PERMTT•. Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough O Electric Rough Pre -Power Final Temporary Pole OOD Electric Final Pli V!Gr'ria+u+r Min Max 1. 4::e'a N n3r 7raus9 •• .c Inspection Description Roof Storm Drain Rough Plumbing Underground Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT- _' _ s" Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wra Mechanical Final REVISED: June 2014 V Revision Response to Comments Permit# /S' 29rg Project Address: Z?ioZ. LuGetTtq c.r- Contact• Si s s Y 'bt 010 rr( Ph: Email: bR / Rvi ,-y5 (2 CMi4 G. coot Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date /d " w/' - If Fax: General description of revision: ROUTING INFORMATION Approvals 11 Building 1 r 10' 7 - ) S CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 15-2968 Date: October 1, 2015 Contact Person: Sissy DeMuth Contact Fax Number: Contact E-mail Address: dribuilds(i gmail.com Project Description: Residential Alteration Job Address: 2302 Lucretia Ct The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: The floor plan provided will suffice as an existing floor plan. Please provide a proposed floor plan and indicate the layout of the kitchen (cabinets, range, sink) for verification of electrical code requirements. The required GFCI receptacles should be shown on this floor plan. FBC 107, Submittal Guidelines 2. In addition to smoke detectors being installed in bedrooms, a smoke detector is also required outside of each bedroom and within 10 feet. FBC 107, FBCR R314.3 3. Please include the size of each window on the proposed floor plan in order to verify compliance with the Florida Product Approval. FBC 107, Submittal Requirements 4. There is 3 separate Florida Product Approvals submitted for exterior doors. Please clarify on the proposed floor plan where each type of door will be installed by either writing the description or the FL# at each door location. FBC 107, Submittal Requirements 5. The Florida Product Approval submitted for the Masonite door (FL# 4904) is under the 2010 FBC. Please submit product approval that has been approved under the current 2014 FBC. FBC 107, Submittal Requirements 6. Please provide two (2) copies of manufacturer installation instructions for the windows, as none were provided. FBC 107, Submittal Requirements Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fioreyQ,sanfordfl. og_v . Respectfully, Steve Fiorey Residential Plans Examiner 2- THIS INSTRUMENT PREPARED BY: Name: Sandra DeMuth Address: 2470 Temole Drive Winter Park FL 327RQ NOTICE OF COMMENCEMENT State of Florida County of Seminole A Permit Number. MARYANNE MORSEr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER 6K 8545 Pa 1917 (1P9s) CLERK'S : 2015101246 RECORDED 09/14/2015 12:12:26 PM RECORDING FEES $10.00 RECORDED BY tsmith Parcel ID Number. 31-19-31-513-0000-0420 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information Is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 2302 t I CRETIA QT. SANFORD FL 3 771 LOT 42 GROVE MANORS PB 10 PG 32 GENERAL DESCRIPTION OF IMPROVEMENT: KITCHEN & BATHROOM REMODEL; NEW WINDOWS; INTERIOR ALTERATIONS OWNR INFORMATION: Name: JOHN AND LINDA DELAUNE ,MpRVA U NOD E Address: 2302 LUCRETIA CT, SANFORD, FL32771 CE.F nFSHEC .ra. Fee Simple Title Holder (if other than•owner) Name: N/A CONTRACTOR: tb'f y c` ` Name: SANDRA "SISSY" DEMUTH (DEMUTH RENOVATIONS, INC.) S` Address: 2470 TEMPLE DRIVE, WINTER PARK, FL 32789 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713A3(1)(b), Florida Statutes. Name: N/A Address: In addition to himself, Owner Designates of i To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under Renaltles of perjury, I declare that I have read the foregoing and that the facts stated In It are true t o be t my n wled a and belief. j n Owners Signature ' Owner's Printed Name Florida Statute 713.13(t)(9): ' The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead.' State Of rCounty Of rg „ The foregoing Instrument was acknowledged before me this day of t' v Who Is personally known to me A% Name of person making statement Q> I OR 11rF(o Ass produced IdentHlcatlon type of Identification produced: n// 1 ` PATRICIA RIBERA l Notary Public - State of Florida CL%i/'f . t. •r.L/ -C •/ My Comm. Expires May 28, 2017 Notary ignature Commission I EE 875651 Bonded Through Nglonal.Notuy Assn E cowtr iad rrrrt :::: 4 1903 EDEMUTH rc7 CiWM=rr1OPMOM 2470 T;dii Pl`•F°p r v. 32789='• 3853`'• PROPERTY ADDRESS: 2302 Lucretia Court, Sanford, FL 615-720-78" Ilndadelaune@gmail.com Johodelaune@gmail.com On this day, homeowner/client, Linda and John DeLa e, agree to enter into this con- tract with DeMuth Renovations, Inc. to provide gen contractor services for home renovations. Time is of the essence. Fax: 407=599=R1 76:, Method of payment: Cost plus 23% for construction and design services. DeMuth 4• o •. . DRibuilds(a gmail.cornr; -: • Renovations, Inc. will provide weekly receipts to homeowner be paid directly to su contractors and/or DeMuth Renovations for subcontractor services and/or miscellane- CGC I S'17678 ', ' ous supplies needed for project. Weekly spreadsheet will be emailed to cli- ent/homeowner. Homeowner agrees to pay weekly invoices within three days of re• Lcened:an insured;„• : • ceipt. (Exceptions may apply. Some subcontractors require payment upon completion and hom wner agrees to pay these subcontractors accordingly.) initial) Customer may purchase items to be installed by DRI. But receipt for all i ust be presented to DRI. Value will be added to cost. DRI will apply contract- ing fee to item(s). ope of work and estimated costs: (please see attachment A) ceipts for all supplies, fixtures and materials will be provided to homeowner and to paid for and/or reimbursed to DeMuth Renovations, Inc. meowner/client agrees to pay DeMuth Renovations, Inc. 1/3 of estimated total of A as a deposit on day of contract signing (This will be applied to last payment.) Muth Renovations, Inc. shall diligently pursue and substantially complete all work be performed under this contract within a reasonable period of time. And the home- ner acknowledges that the date of completion will be adjusted by taking into con- leration delays that are beyond the control of the builder, including but not limited to ather conditions, delays in selection and/or delivery of materials or change orders luested by the owner. rk to begin Y/_zRL/2015 53H Date 3 /c3 — Date F/1110 ate 144" 132" i. <S W2136 W3018 W2436 CW2436 i. tz B15L DVD3390 AS BUT B12REJzBSS36WDR CJ B12 FH ww w ROTDKI N O(Q) tr 00 r BPP12 N Q w10% PRTFP4834 v x io o f v " t0 ", WTEP96 WT P96 GNE29G 3` ra B15R BER36 F n i s 3618 X 24 DP BUTT W2736 I: 90 n All dimensions _size designations given arc sub)ect to verification on job site and adjustment to fit job This is an original design and must not be released or copied unless applicable fee has been paid or job Designed. 9/9/2015 Pnntcd. 9/21/2015 conditions. order placed. DeLAUNE KITCHEN I All Drawing #' 1 Scale : 0 7/16" = 1' Demo dumpster delivery and haul framing wood/fastners door installation door to pool drywall supplies framing labor drywall hanging drywall finishing electrician labor electrical wire, boxes, supplies, switches, outlets recessed light fixtures cabinets cabinet installation appliances -(customer provided) architect/engineer wall removal plan granite counters (2 slabs) material and labor faucet farmhouse sink garbage disposal backsplash material backsplash installation thinset/grout plumber cabinet pulls/knobs Foyer and living .. demo drywall supplies framing supplies reframe labor drywall hanging and finishing front door replacement labor (remove and install) front door, lockset and supplies center fan light 4 can lights labor and materials electrician labor: install 8 canned lights electrical supplies: cans, wire, switches French doors at slider (Anderson) close skylights: labor and materials Utility .. delete door remove wall replace other door labor build closer materials build closet with closet doors drywall finishing ceiling fan installation ceiling fan Hall bath (front) remove soffit at sink and drywall includes materials new 31 1/2" vanity with installation granite counter w/installation keep mirror and bathtub, towel racks faucet and sink plumber paint over wallpaper: labor and materials shower head d bedroom ceiling fan install ceiling fan bedroom ceiling fan install ceiling fan Master bath enlarge shower demo tile supplies for shower tile installation labor durrock, framing, grout thinset plumber for shower shower control and head handheld and slide bar accent tile for shower walls shower doors drywall repair drywall supplies pocket door installation pocket door and frame vanity granite counter for vanity vanity and counter installation sink and faucet plumber for vanity Pool Bath replace window with labor new shower with tile and fixtures (no door) Windowsdoors Windows and doors supplies Window installation Replumb house City of Sanford permit fees 1 45,000 RECORD COPY SCOPE OF WORK Property: 232 Lucretia Court, Sanford, FL 1. Kitchen E M U T H -remove non -load bearing wall (see architect letter) replace with new cabinets and appliances fflmmwem"A.• -install under cabinet lighting i r c c: t• r> .. > -install GFIs where required by code replace door to back porch with some size 2. Utility room 2470 Temple Drive -remove non -load bearing wall (see architect letter) Winter Park, FL 32789 -remove and block in existing door Phone: 407-702-3853 -replace other door with same size Fax 407-599-1 176 -install exterior light fixture as per code move light switch for existing ceiling fixture DRlbuilds@gmail.com -install three new outlets 3. Foyer and Living room CGC 1517,678 -remove non -load bearing walls (see architect letter) install 4 new can lights 4. Family room Licensed and insured -install 4 new can lights replace sliders with French doors 5. Pool bath replace shower tile replace toilet run new water supplies for outside shower 6. Bedroom 1 frame and finish new closet install new light fixture in new closet install new light switch for existing ceiling fixture 7. Bathroom 1 replace vanity and toilet remove existing soffit move light box for vanity light fixture replace for GFl 8. Bathroom 2 convert tub to shower replace vanity and toilet remove existing soffit move light box for vanity light fixture replace for GFl 9. Bedroom 2 and 3 install new light switch for existing ceiling fixture 10. Bedroom 1, 2, 3, and den install connected smoke alarms 11. Hallway replace exterior door with same size 12. Bath 3 replace tub with larger shower move wall to accommodate new shower replace vanity and toilet remove existing soffit move light box for vanity light fixture replace for GFl 13. Den frame and finish two closets install outlets as per code install box for ceiling fan with switch install outlet at far end 14. Replumb house 15. Replace all windows ZOLD/N, SANFORD O' OgRTN 11;-7Q6g i RECORD COPY David E: Runnels; AIA—P.A.---=---•-__...._. ____ __ _.—.. Architect i License #AR0011659 233 West Park Avenue Winter Park, Florida 32789 407) 644-6610 FAX: 644-5914 September 17, 2015 gUllDil, Seminole County Building Department c 1 SA/ FORpResidentialPlansReview Sanford, Florida OFggR g RF- Dela une Residence/Interior Alterations 2302 Lucretia Court Sanford, Florida 5 ' 2 9 6 8 L j• Architect's Supplmental Instructions: The following information is to be incorporated into the construction project/interior alterations as follows: 1. Removal of Interior Non -load bearing Walls- clarification: These instructions are to confirm that a site visit was performed in which the review of the following interior walls; utility room wall, kitchen area wall, and the foyer/living area wall, each represent non -load bearing conditions and can be removed structurally without any additional support required. End of Supplemental Instructions) Pagel of 5 Business & Professional Regulation ny1Na Nval(fil of opBCISHomeILIn I User Registration Hot Topics Submit Surcharge I Stats a Facts Publications FBC Staff SCIS Site Busines Prodt Professial *USER: PublIc User APprOVal Regulation Product Approval Menu > Product or Application search > Application List > Application Detail OFFICE OFDIS SECRETAR FL # FL15213- R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/ Email Authorized Signature Technical Representative Address/Phone/ Email Quality Assurance Representative Address/Phone/ Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) C Plastpro Inc. / Nanya Plastics Corp 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969- 9773 Ext16 rickw@rwbidgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson 5200 W Century Blvd, Los Angeles, CA 90045 440) 969- 9773 Ext18 scottjohnson@plastproinc.com Ron O' Connell 5200 W Century Blvd. Los Angeles, CA 90045 440) 969- 9773 Ext16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or i Florida Professional Engineer 10 Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 22/31/ 2018 Ryan J. King, P.E. 0 Validation Checklist - Hardcopy Received FL15213 R2 COI CERTIFICATE of INDEPENDENCE Ddf Standard 101/ I. S.2 101/I. S.2/NAFS AAMA/ W DMA/CSA 101 / I. S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Links I Search I Year 1997 2002 2005 2002 2002 2002 1994 10/ 7/ 2015 Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/201S Date Approved 06/23/2015 Summary of Products Go to Page u it IEf w w Ah ridge I f Z W W FL # Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: Yes FL15213 R2 11 In« + 52+3+ pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15213.1 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15 13+ additional use limitations, installation instructions and product particulars. ndf Created by Independent Third Party: Yes 15213.2 b. Smooth/Wood Grain/White Wood i 6'8 "Impact" Opaque Fiberglass Single Door with SideliteGrain/RusticMahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX orFiberglassDoorXO - Configurations) Limits of Use Approved for use in HVHZ: No Installation Instructions FLIS213 Approved for use outside HVHZ: Yes Impact Resistant: Yes R2 11 Inst 15 13 pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 15213.2 for Design Pressure Ratings, any Evaluation Reports FL15213 R2 AE Eval 15 +z L ndf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15213.3 C. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with SidelitesGrain/RustiUMahogany Series utilizing "Snap Frame" Glazing - Inswing/Outsiing OXO - Fiberglass Door Configuration) Limits of Use Approved for use in HVHZ: No Installation Instructionss FL15213 Approved for use outside HVHZ: Yes Impact Resistant: Yes R2 II Inst15 13 0f Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213 z additional use limitations, installation instructions and pdf Created by Independent Third Party: Yesproductparticulars. 15213.4 d. Smooth/Wood Grain/White Wood i 6'8 "Impact" Opaque Fiberglass Single Door witli SideliteGrain/RustUMahogany Series Fibergla5s Door utilizing "Lip Lite" Glazing - Inswing/Outswing (iX or XO - Configurations) Limits of Use Approved for use In HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: Yes FL15213 R2 II Inst 15, Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15223.4 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213 4 odfadditionaluselimitations, installation Instructions and product particulars. Created by Independent Third Party: Yes 15213.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with SidelitesGrain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OFiberglassDoorConfiguration) IO Limits of Use Approved for use in HVHZ: No Installation Instructions FL15213 R2 Il Inst Approved for use outside HVHZ: Yes 15 13ndf Verified By: Lyndon F. Schmidt, P.E. 43409 I I 110/ 7/2015 Page 3 of 5 MPO" KCslsxani: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 15213.5 for Design Pressure Ratings, any Evaluation Reports FL15213 R2 AE Eval 15213 Sadditionaluselimitations, installation Instructions and product particulars. odf Created by Independent Third Party: Yes 15213.6 f. Smooth/Wood Grain/White Wood i 6'8 "Impact" Opaque Fiberglass Double Door - Grain/Rustic/Mahogany Series Inswing/Outswing (XX - Configuration) Fiberglass Door I Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: Yes FL15213 R2 II Inst 15 +z pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 15213.6 for Design Pressure Ratings, any Evaluation Reports FL15213 R2 AE LULLULUadfadditionaluselimitations, Installation instructions and product particulars. Created by Independent Third Party: Yes 15213.7 g. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with SidelitesGrain/Rustic/Mahogany Series Fiberglass Door utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Configuration) Limits of Use Approved for use in HVHZ: No Installation Instructions IApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL15213 R2 li Inst iS+ +f Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 15213.7 for Design Pressure Ratings, any Evaluation Reports FL15213 R2 AE Eval 15 1i zadditionaluselimitations, installation instructions and product particulars. odf Created by Independent Third Party: Yes 15213.8 h. Smooth/Wood Grain/White Wood i 6'8 "Impact" Opaque Fiberglass Double Doo with SidelitesGrain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Approved for use in HVHZ: No Installation Instructions FL15213 R2 Approved for use outside HVHZ: Yes Impact Resistant: Yes II Inst 152D n odf Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 15213.8 for Design Pressure Ratings, any Evaluation Reports FL15213 R2 AE Eval n additional use limitations, installation instructions and product particulars. 15213 odf Created by Independent Third Party: Yes 15213.9 I. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizingGrain/Rustic/Mahogany Series Snap Frame" Glazing - Inswing/Outswing (XFiberglassDoorConfiguration) Limits of Use Approved for use In HVHZ: No Installation installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: No R2 II Inst 15 Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 15213.9 for Design Pressure Ratings, any Evaluation Reports FL15213 R2 AE additional use limitations, Installation instructions and product particulars. Eval 15213o df Created by Independent Third Party: Yes 15213. 10 j. Smooth/Wood Grain/White Wood i 6' 8 "Non -Impact" Glazed Fiberglass Single DoEwlthidelite Grain/Rustic/Mahogany Series Fiberglass Door utilizing "Snap Frame" Glazing - Inswing/Outs or XO - Configurations) Limits of Use Approved for use in HVHZ: No Installation Instructions FL15213 If Approved for use outside HVHZ: Yes Impact Resistant: No R2 - Inst 15 13 10 udf Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 15213.10 for Design Pressure Ratings, Evaluation Reports FL15213 R2 AE Eval 15213 +n df anyadditionaluselimitations, installation Instructions and product particulars. Created by Independent Third Party: Yes 15213. 11 k. Smooth/Wood Grain/White Wood i 6' 8 "Non -Impact" Glazed Fiberglass Single Door with Grain/Rustic/Mahogany Series Fiberglass Door Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing OXOConfiguration) Limits of Use Installation Approved for use In HVHZ: No Instructions F15213 R2 If Approved for use outside HVHZ: Yes Impact Resistant: No Inst is + 11 udf Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Other: See INST 15213.11 for Design Pressure Ratings, Reports FL15213 R2 AE any additional use limitations, installation instructions and product particulars. Eval 15213 11 odf Created by Independent Third Party: Yes 15213. 12 I10/ 7/2015 Page 4 of 5 I. Smooth/Wood Grain/White Wood I6'8 "Non -Impact" Glazed Fiberglass Double Door utilizingGrain/Rustic/Mahogany Series N "Snap Frame" Glazing - Inswing/Outswing (XX - Fiberglass Door Configuration) I Limits of Use Installation InstructionsApprovedforuseinHVHZ: No FLIS213 R2 II Inst 1521 a 12 dfApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See INST 15213.22 for Design Pressure Ratings, FLIS213 R2 AE Eval 15213 12 df any additional use limitations, installation instructions and Created by Independent Third Party: Yesproductparticulars. 15213.13 m. Smooth/Wood Grain/White 6'8 "Non -Impact" Glazed Fiberglass Double Door with Wood Grain/Rustic/Mahogany Sidelites utilizing "Snap Frame" Glazing - Inswing/OutswingSeriesNFiberglassDoor (OXXO - Configuration) Limits of Use Installation InstructionsApprovedforuseInHVHZ: No FLIS213 R2 II Inst 1S>>a +a odfApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P.E..43409ImpactResistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, FLIS213 R2 AE Eval 15213 13 ,+f any additional use limitations, installation instructions and Created by Independent Third Party: Yesproductparticulars. 15213.14 n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "LipGrain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (X - ConfigFiberglassDoor ration) Limits of Use Approved for use In HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FLIS213 R2 II Inst ISZ1'1 14 odf Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: No Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 15213.14 for Design Pressure Ratings, Evaluation Reports FL15213 R2 AE Eval 15213+a dfanyadditionaluselimitations, installation instructions and Created by Independent Third Party: Yesproductparticulars. 15213.15 o. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door i with SideliteGrain/Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing or XO - Fiberglass Door Configurations) I(OX Limits of Use Approved for use In HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: No FLIS213 R2 II Inst 15ZLj+a p0f Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 25213.15 for Design Pressure Ratings, FLIS213 R2 AE Eval 15 +315 0f any additional use limitations, installation Instructions and Created by Independent Third Party: Yes productparticulars. 15213. 16 P. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing OXO FiberglassDoorConfiguration) Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: No EL15213 R2 11 Inst 15' Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, FL15213 R2 AE Eval 15 13 +s dt anyadditionaluselimitations, installation instructions and Created by Independent Third Party: Yes productparticulars. 15213. 17 q. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door! utilizing Grain/Rustic/Mahogany Series N Lip Lite" Glazing - Inswing/Outswing (XX - Configuration) FiberglassDoorLimits of Use Approved for use In HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: No FLIS213 R2 11 Inst 15213 17 odf Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings, FLIS213 R2 AE Eval 15 1a +7 any additional use limitations, installation instructions and odf Created by Independent Third Party: Yes productparticulars. 15213. 18 r. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door i with Grain/ Rustic/Mahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing FiberglassDoorOXXO - Configuration) Limits of Use Approved for use In HVHZ: No Installation Instructions FL15213 R2 Approved for use outside HVHZ: Yes II Inst 15,, Verified By: Lyndon F. Schmidt, P.E. 43409 0/ 7/2015 Page 5 of 5 attsPd" Kesistant: No Design Pressure: N/A Created by Independent Third Party: Yes Other: 1NST 15213.18 for Design Pressure Ratings, any Evaluation Reports FLIS213 R2 AE Eval In additional use limitations, installation Instructions and product particulars. 15213pdf Created by Independent Third Party: Yes 15213. 19 S.Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Graln/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) FiberglassDoorLimits of Use Approved for use In HVHZ: No Installation Instructions 115213 Approved for use outside HVHZ: Yes Impact Resistant: Yes R2 II Inst 1521g 19 odf Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: 1NST15213.19 for Design Pressure Ratings, any FL15213 R2 AF Eval 15213to additional use limitations, Installation instructions and product particulars. odf Created by Independent Third Party: Yes 15213.20 It. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/MahoganySeriesNFiberglassDoorutilizing " Snap Frame" Glazing - Inswing/Outswing (OX or XO - Configurations) Limits of Use Approved for use In HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: Yes FLIS213 R2 II Inst IS213.20.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/ A Created by Independent Third Party: Yes Other: INST 15213. 20 for Design Pressure Ratings, any Evaluation Reports FLIS213 R2 AF Eval 1511 2n additional use limitations, installationinstructionsandproductparticulars. odf Created by Independent Third Party: Yes G AN o to Page OBackNost00 Pagel/20 0 Contact us :: 194o North Monroe Street Tallahassee FIL 32399 Phone: SSO-487-1824 The State of Florida Is an AAMEO employer. Copyright 2007.2013 State of Florida ;; rdyacv Statement Aeeesslblti Sc t".ne.ntt•ne•nt ;; Refunds` UnderFloridalaw, email addresses are Public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mail to thisentity. 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. ThesmallsProvidedmaybeusedforofficialcommunicationwiththelicensee. 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: M CreditSAFFEJ 10/7/ 2015 roplastp5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON - IMPACT" GENHtAL NOTES I. Ihts product hos been evakrated and Is in compliance with the Sth Edition (201 4) Florida Wilding Code (f8C) struchxal requiements wrIuling the Mo velocity Halftone Ioro- HVK). 2• fhoduct onchors shol be as Isted and spoced as shown on deta8. Anchor embedment to base motedd shol be beyond wag dressirg or oucoo. 3. when used to areas regwing wind borne debits protection th6 pro Wl b required to be protected with an impoct resistant covering that complies with Section 1609.11 of the FBC. a. For 2c stud horning conshuction. anchoring of these units shill be the same as that shown for 2c buck masonry construction. 5. Site corlddions that deviate from the detalb of this drawing mquie further engineering only* by a licensed engineer or registered architect. TAM Of Comm SKINT9 DOCRVIfON 1 Typicalefevotion. PMS&M. is general not" 2 Door pond detab 3 S$lde o PoW detoti Hatkordal crou sBctitlm 5 Vertical cross secft" 6 vertical cross sections I - Iuctancharing - 8 Frame exhorting • 2X bulk rtasanry canshtrction 9 frame anchorig • 1X buck mosorry conowfion 10 ErKuo osbo d detab I I N Of moteddt dotal a Components j 7. m' MAIL RAM WIDTH InI o i x o I r x o SwM OVERALL FRAME DIMENSION DOOR O. La DIMENSION SIDEUIE D. LO DIMENSION GLASS TYPE DESIGN" PRES 07RE (PSf) POSITIVE NEGAAVE INSWING 104. S0- x 82A0. 21.00- x 63.00" 7.00- x 63A0' GI 47. 0 50.0 OVT$WING 104.50- x 80-W 21.00- x 63A0' 7A0- x 63.00- S0.0 50.0 IN g M. F ti L i Z u° 02 16 12 i 6YL• s w f*• JK o' e: LF• S 3 Wi7q t)_ t F1-15213. 18 ° 0 ai t d 11 I 36•arMAX• U DOOR EXTERIOR `J j PANEL WIDTH I / 21.00 MAIL f l \ HORIZONTAL CROSS SEMON 1 D.L.O. WIDTH o _ 1 1.Sr _ i!-- I.S9 '— r b. T _l TRV..MnME 1.1sr - 9 i1 --- GlAZ4vG COMPOIRIO Z ! j 0.5' GLASS _ _... I I'MIN. GLASS IHK. 1/8'TEMPERED AlONINGE I IATO N4fGvC LA r AIR SPACE OPTIONAL DECORATIvE INSERT AIR SPACE I ff TEMPERf.D GLASS GLAZING SPACER 18x 1•IR'PFH UP UrE ODL/WESTERN lotECum HP GI GULZIK6OE7' u T i IA 4 Pyam ice. • •......... o1j > rl 41 (tiYcv Z$ g V z at 14 6 ggC= 5i EXTERIOR i N N t 0 1 02116112 iOAIV WA", N.T.S. 4 VERTICAL CROSS SECTION ao w JX oi tM or: LFS Demo o • e FL-15213.1-6 0 2 a it r wMAX. D.L.O. WON 1175' MAX. SOEUTE PANEL WIDTH x O 1 3 PANEL 1WRIO WWI I' l HORIZOWAL CROSS SECRON 3 T— L I SI Cek w—goi "Ni q Sloe Fla Nmu CA PVC GtADNG COMPOUND OZ GLASS r MW. WE I ( GLASS INK. ti I Ar TEMPERED GLASS AIR SPACE OPTIONAL OECORAIIVE INSERT 1 i AIR SPACE y_ 1/0* TEMPERED GLASS GLA3HG SPACER 18 x I-1l7 PFH LIP LRE ODt/MIERN REFLEV04 HP AI INTEMOR EXTERIOR 2 VERACAL CROSS SEMN 3 k ANIF n • Qo i ex 2 u rt 9 5 08 N. T.S. ° w a D7 0 c w LFS i wwc m; FL-1520 18 c xa s or 11 ' II.TXMN1. EMS. (IYP.) n^ NOtESEEIO I HORIZONTAL CROSS SECTION 4 Osdswig shown -ins" 04 approved TERIOR TERIOR 2 HORIZONTAL CROSS SECTION 4 Outrvdng ca+figtrotion INTERIOR 4 EXTERIOR 1 2 1 2 6 6 5 S Q d INTERIOR 18 e4X4XipIN17 EXTERIOR 4 q ° L.J 9 6 S S e NOTE: 1. Sidoble panel sectoed to the sidElile frame with (4) of item M faceted 10'. 30.5. 5l' and 71.5" from lop of eao jamb and (2) of item /M in the hood and sit 3' Dom each end. 2. As noted in the lesl report astregaf was altaChW to the inactive leaf with (10) 68 x 3 psh srm and (4) K 10 x 2.172 plh sms for all 6'B' (ovswing). Astrogal was attached to the inactive loot wish (9148 x 3' psh snu and (4) tr 10 x 2-I/T pth srru for ab 6'$ (6uwbtg). 3 HORIZONTAL CROSS SECTON 4 off, lgaPp> •:uwbsg O C A I 4r HORIZONTAL CROSS SECTION 4 5hawrtw/I%stArbuck EXTERIOR INTERIOR S HORIZONTAL CROSS SECTION 4 truwhg canftguatlon 411 A. VS ; uwae o FL-15213.18 0 w 4 OF 1 1 n 0 INTERIOR DVERTICAL CROSS SECTION Outsvn^8 shown • fttwtn4 Gppfoved EXTERIOR INTERIOR VERTICAL CROSS SECTION S ouhvmp conViction U # jjos- j` O` O P e o o o e EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION s ShOwnw/IXf b•buClc EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION s rttwit0 mVQL.Wion m W o N.T.S. ti• a: JK K or LFS O. FL-i9 dill c n j of L f c ` lZ O SEE lllj}}lZZ}00011,f17 NOTE 1 EXTERIOR INTERIOR VERIICAI CROSS SECTION 6 Ouhwvtg shown - na.ine abo approved EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 6 OutswiaPnptovedg shown . t ng also NOTE: I. Simle Panel secued to she vdeil Irpmo wdh f4) of item UM Iocoted 10r% 3OS. S I' and 7I X from top of each jamb and (21 of item •M in the head and sU, r from each end I EXTERIOR INTERIOR VER17CAL CROSS SECTION 6 Shown Will R sub-budr EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION s3 lm'+„tP9 con.guotkn f."' I. Fitt,, Psss l an.. cq b 9n SLI l s 1 MASONRY 1 OPENING 2X BUCK CONCRETE ANCHOR NOTES: 1. Concrete anchor locations a$ the comers may be odjUSted to maintain the min. edge dhtanco to mortar joints. 2. Concrete anchor locohom noted as "MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar joints. odd Wnot concrete anchors may be required to ensure this MAX. ON CENTER' dimension ore not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN, CLEARANCE MIN, CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR 11W TAPCON_ _ 1/4' 1.1/4- 2' 4' ElCO ULTRACON 1/4" 1.1/4' 1' r WV d{..IGGn Iry II1 V11N1'( 1`IV ILL. I . Maintain a minimum W edge distance. I- end distance, a l' o.c. spocing of wood sere" to prevent the spitting of wood. A. S. rrrrr* l%%r` Si r.. p I ; Ill %Q . man` HM ICI g III i Ill 1 L III I I III III I I ill - Z Z Ilr II MULLION AND ASTRAGAL FORIIIIIREMENCEO Y III I Il I III I I ill I 4 z LUCK ANCNOTtING r— 6• - rrj r SEE DE1A0. II l I tYP. HEAD Il 333 p •a n P 1 \ ''rt tl* 11 1 ```` 9a MASONRY OPENINGM ( 10 i1 ad: n L 11 a s r F I MUCK, LATCH A OEADMT WAIL MNGE OETAR t- o CLI o MNGE IAMB FUME ANCHOWNG ARUGAI SM JAMS tl Malaray 2X buck aorohvction L 3 10 Ie e iCONCRETEANCHORNOTES: c 1. Concrete anchor locations at the Comers may be odprsted to maintain the min. edge distance to martarjoints. n ` 2. Concrete anchor locations noted as "MAX. ON CENTER• must bo adjusted to NAIL 2 a maintain the min, edge distance to mortar jolnh, additional concrete anchors may be required to er we the IMAX. ON CENTER' dimension are not exceedod. C3. Concrete anchor table: j I I i r;.lz oIy't 3 ! .. 0 3 am 02 t ti 12 i N *= N.T.S. i Pti n JK a' OEfAa I DETAIL I a« W. LrS 17wOCb n an* Lawn t r edgeadiscMOMS: hswtrn6 Cor>npwatbn Ounwinp putolion MEE 0. 1. Maintain o mrrnimwn S/A" edgedistance. fend distance. 6 1' oc. spading of Fl- r 511 J. t 8 ~ wood screws to prevent the s UMV of wood. o Lon •Q P I I " 0 FRAME ANCHOR ANCHOR MII MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY ro ADJACENT EDGE ANCHOR TAPCON El_C_O UIfRACON 1/P 1.1/4• 1• 4• ITYI + TAPCON J/16• 1-1/a• 3• 1•i/T' 3 S $ ; p.. d O C 9 ° z =u MASONRY v 8 F to OPENING10 V \ J : • I 11 gLFRAM T IX SUCK yi UTCNi0EA0SOti0ETAll MNGEOETAIL K t_ ppK u x HINGE JAMB FRAME ANCNORIHG ASTRAGAL STLCE J M8 Masonry I x butt: construction 8 CONCRETE ANCHOR NOTES: • • & 1. Concrete orator locations of the comers may be odvsfed to mainfain the min. I ° edge datonce to mortorjoints. x 2. Concrete onchor focofiom noted os MAX ON CENTER' mull be adjusted to 1*7AIL 2 eCKmalntohthen*t. edge ditnce to mortar joints. oddtionol concrete anchors F 3 may be req~ to ensure the WAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor fable: d O ( 3 j i I I /N I - ' iF Mal 13 o cz J z u 1 &4- 92 16 7 2 i Ir N N.T.S ° aw K JK o DETAIL I DETAR I C K w. LFSWOODSCREWINSTALLATIONNOTES: Qt1. Maintain o mU*nvm 5/8" edge distance. fend distance, d I'o.c. sooting o1 hL g omfipuafbn Outs`*v cortigur i oaama "o: e Woad SUews to prevent the soflltirtg o/ mood. f C - I S? 7 3. I8 0 1 OQt yQ Or I I G ANCHOR ANCHOR MIN. MIN. EMBEDMENT i0 MASONRY i0 ADJACENT DETAIL I 3' II 11 SEE DETAIL T r 1 1 II 'aSTR OAt j SHOWN FOR J TYP. HEAD 3 I I/ REFERENCE I T ONLY IIE 1 TYP._ L SEE CLEARANCE MIN. CLEARANCE TYPE SIZE Al a DEAD BOLT (THRU HOLE) 2Js - 3.75" 1Q79' O 1 61 AIUMMW ASTUGAL ASSMLY BT Enduo RO&Ct LATCH (BLIND HOLE) 33.12s 19 50' -- --••-j 26-V -II IV ur 11 62 61 L I 1 6i — 67 eou x61 9J t VIEW A -A IMT - : _ - _ AMm*-n Aft o Amy i --r 1 i suoE eotr t:co 67 MAII:SIel1 t 1 1_AlUA1WUM AARAGAI eOTIDst eOLr A1xEehEnduorlm. d? m"T 0* o[ cn er 5 JKFSJ 8FL-12.1 or ou r AOJIIffA6lErrrSVYDlG1HtEfFpprp iy ft0Eu1FSMCER AonnrAe rNswur nurEsrro m xrAo a r A6 r rt os PbN maIQM v M w. FL-157.1.5.18 Florida Building Code Online Page 1 of 3 r. Fbrida pppamwtd BbS Name 1 Lop In ' user Rep—r,%n Mot TaWO SLbmR surdurye Sure \ Fe[6 Busines // Professi i. al ' A°"'°"a' uses: wept user Regulation Produa or ApgftMU0jj Sewch>Awgcatmn I ftt> AVVlkrden Dab$ r7> v nr zHo;r •uwrc N r Yuulr rwnp tOtr srrgtlFY FL a FL7058-R12 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 941)486-0100 Ext22318 drua"pgtindustrles.com Authorized Signature lens Rosowskl Jrosowskl®pgtindustries.com Technical Representative lens Rosowskl Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 941) 486-0100 Ext 21140 jrosowski®pgUndustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certification Mark or Usting Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) AU111112111A Year AAMA 506 2008 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/1S2/A440 2008 AAMA/WDMA/CSA 101/IS2/A440 2011 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2002 ASTM E2886 2005 ASTM E1996 2002 ASTM E1996 2012 Equivalence of Product Standards Certified By http://www.floridabuilding.orglpr/pi'app_4tl.aspx?param=wGEVXQwtDgsKvwgL5811h... 7/10/2015 i z Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 06/11/2015 06/19/2015 06/27/2015 FL a Model, Number or Name Description 7058.1 DH - 460 Vinyl Double Hung Window Limits of use Certllic rtion Agency CertificateApprovedforuseInNVNZ: No FL7059 R12 r rer 190-799.odf Approved for use outside NVHZ: Yes Quality Assurance Contract Expiration DateImpactResistant: No 03/02/2016 Design Pressure: +50/-50 Installation Insbvetlons Other: Please see the Installation Instructions for design FL70SB R12 11 DH-460.odf pressure, size and anchorage Information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL7058 R12 AE DH-460 Eval Cation odf Created by Independent Third Party: No 7058.2 OH - 560 WinGuard Vinyl Double Hung Window Umits of use Certification Agency CertificateApprovedforuseInNVNZ: No FL7058 R12 C rer 190-272 odf Approved for use outside NVNZ: Yes FL7058 R12 C CAC 100-70 odf Impact Resistants Yes Design Pressure: +50/-50 Quality Assurance Contract Expiration Date 03/02/2016 Other: Please see the Installation Instructions for design Installation Instructions Pressure, she and anchorage information. FL70S8 R12 11 DH-560.odf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL7058 R12 AE DH-S60 Eval ation odf Created by Independent Third Party: No 7058.3 OH-2160 Vinyl Double Hung Window (Fin) Limits of Use Approved for use In NVHZ: No Certification Agency Certificate FL70S8 R12 r QAr Certification DH 1 ^ Approved for use outside HVHZ: Yes odf Quality Assurance Contract Expiration Date Impact Resistants No 01/25/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL70SR R12 11 DH-2160.ndf pressure, she and anchorage Information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL7058 R12 AE DH-2160 Evaluation odf Created by Independent Third Party: No 17058.4 I DH-2260 Vinyl Double Hung Window Umits of use Approved for use In NVHZ: No Approved for use outside NVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design Pressure, size and anchorage Information. 70S8.5 I DH-2760 (2860) Umits of Use Approved for use in HVNZ: No Approved for use outside NVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage Information. Certification Agency Certificate FL7058 R12 C CAC DH-2260 rertffications.odf Quality Assurance Contract Expiration Date 10/22/2015 Installation Insbuctions FL70S8 R12 11 DH-2260 odf Verified By: A. Lynn Miller, P.E. 5870S Created by Independent Third Party: No Evaluation Reports FL7058 R12 AE DH-2260 Eval ation ndf Created by Independent Third Party: No Double Hung Window Certification Agency Certificate FL70S8 R12 C CAC Certoftaflon2 2760-odf Quality Assurance Contract Expiration Date 02/03/2016 Installation Instructions FL7058 R12 11 DH-2760 odf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQvADgsKvwgL58IIh... 7/10/2015 11 Florida Building Code Online Page 3 of 3 IFL7058 Rig AE DH-2760 v-1 k-tlon ndf Created by Independent Third Party: No 7058.E DH-5460 EnergyVue Double Hung Window Umits of use Certification Agency CertificateApprovedforuseInNVNZ: NO 2 n DH-60 In atlonFL70SftI.F. Approved for use outside HVHZ: Yes B odf Quallq Assurance Contract Expiration DateImpactResistant: No 11/17/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL7058 R12 II DH-5460.mdf Pressure, she and anchorage Information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports F_L70S8 RI AF DH-S460 Fyal ration ndf Created by Independent Third Party: No 17058.7 I OH-SS60 I WlnGuard Double Hung Window Umlts of Use Approved for use In NVNZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage Information. Certification Agency Certificate FL7058 R12 C CAC DH- S60 rtlfi =lion f Quality Assurance Contract Expiration Date 11/19/2018 Installation Instructions FL7058 R12 11 DH-5560.odf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports F 70SB R12 AF DH-5560 Fwaluatinadliff Created by Independent Third Party: No sadr Nert The State of Florida Is an WU* "VIOVer, CADY1101A 2007-2011 State of norMa.:; prIwaft stItemml :: AccftslblMy StKenent :: Refund Stidenmt Under Fier tow, enwe addresses are pubrk F . -, s. 1/ you do not want Your e-ms0 eddies rtieuad In response to a OuMlt-records reWatr do not rend ekion 45 maO to . Floridaentity. Instead, l*cuw theOctober 1 by phone n by ee tredltle d mN. V you Mrs any Vutstkn3, pkare Contact OSO.4O7.179S. *Pursuant toSedfar455.275(1), fSbbrks, dlktiWe Odaber 1, 2012, bkxmsees Ilcerded under Chapter 455, FS. narst Provide the Oepartrnrnt with an ana0 addrei7 V theyhaveone. The e n b Orovlded may be used for ofadat communhatbn with the licences. Ilowev r errga addresses are public raerd. If you do not wish to applyapersonaladdress, 0ene prowl0a the pepornnent wAf+ an ema0 addresr whldr can be made tmlkble to the public To determbo V you are a licensee under Chapter455, F.S., pease dick h=L, product Approval Accept= o® Crcdkl r::+rri SAFE http:// www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsKvwgL5811h... 7/10/2015 MAX. SUCK WIDTH MAX. SUCK WIDTH SEE TABLE 1 SEE TABLE 1 28- 78E 1r MAX. •— MAXUCK WIDTH lr O.0 • S. SEE MAX. SEEEE TABLE 1 B. SEE MAX. SHEET 3 r r MAX, SHEET 3 - - -- -•. - D. SEE 4- MAX. O.C. j` A. SEE 1TMAX - - SHEET SA. SEE 1 1 SHEET 31 1 r MAX. SHEET 3 C. SEE jj SHEET4 T EQUALLY 131S/16' MAX. O.C. IPAED Qo I 131r MAX. O.C.AN CX v ANCHOR I x MAX. BUCK I MAIL BUCK MAX. SUCK X 10' MAX. O.C. HEIGHT SEE HEIGHT SEE HEIGHT SEE Q— TABLE 1 I X J"L TABLE 1 x AI TABLE 1 FILIALLY I / MAX O.C. _ 1 SPACEDX4I ANCHORS / A S Y / A 1113116' MAX O.0 • a bt? NAIL fLt? B HNO ANGIORS AT SILL NO ANCHOR$ AT SLL eO r MAX.ELE FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME, ELEVATION FOR TYP. FIN OR J-CHANNEL FRAM EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION EQUAL -LATE CONFIGURATION SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS GENERAL NOTES: SERIES 5460 NON -IMPACT RESISTANT VINYL DOUBLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED It TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) ALL WOOD BUCKS LESS THAN 1-1Ir THICK ARE TO BE CONSIDERED IX INSTALLATIONS, I X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLEO DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.10- THICK OR GREATER 1X AND 7X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF TIE ENGINEER (EOR) OR ARCHITECT OF RECORD, (AOR 3) ANCHOR EMBEDMENT TO BASE MATERIAL SWILL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING5IASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4) MAIL 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN OESIGNEOTO RESIST THE WBNOLOADSCORRESPONDINGTOTHEREQUIREDDESIGNPRESSURE. THE 331/ 3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1 A LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REOUREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. TAM C.. Window Buck Size Configuration Reinf. Laval Design Pressure Cerdfleation CAR) Number WidthHeight9wI (-) PT 40' 63' Equal -Hite R4 50.0 50.0 190-1032 52- 1/9' 84- Equal-lite R1 50.0 50.0 190-1030 52-1/8' 75' Std. P1oView 52- 1/8' W-WS' Custom Sash 52- 1/8" 64' EquaNite R2 65.0 70.0 190.1031 52-1/8' 75' Std. PmView 52- 1/8' 88-3/8' Custom Sash 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 941)- 480-1600 VINYL OH WINDOW FPA (NON -IMPACT) GENERAL NOTES & ELEVATIONS ' J ROSOWSKI Y 1: 8 01- 1-5460 1JI NTS 1 OF 4 g FPAS460.0 611 i . No. 56'05 s- O, A. LYNN MILLER P.E. Anchor Substrate Min. Edge Distance Min. Embedment OS79— steel. 1" S.S. ar 410 S.S.) Max. 0P of 50. 0NAluminum, P.T. Sculliern Pima (SOW.W Fir — Sted, A36 w 0.050' Steel Stud. A69 Gr. it 3W 0.0340- (20 Ga.) luminum S007•TS 3W 0.0717' 14 Ga. 812 SMS steel. 18S S.S.Ste' or 410 S.S.) uU%m Pins (SG-0.SS) W 18' 11Vr A36 3W 0.060, Stud, A653 Or. 33 3/6' 0.0348' (20 Ga.) 0053-T5 3/8 0.0717' 14 Ga. 3116' Ultraomuthem slee) Max. OP Of Mu Pine (SO=0.5S) 7/ir Mir rete (min. 2.85 ksi) 1' 13/6- Ungmuted CMU, IASTM C-00 2-1/r 1/4• Ultraoon sled) P.T. Southem Pete (SG=0.55) 1• 13/8' Concrete (min. 2.85 ksi) 1' 13/P Ungrouted CMU, S7M C-00) 2-1?2 1-Ud' Concrete min. Z85 ksi 2-1/Y 13y4• 1/4' Cmte.Flex 410 S.S.) 1 P.T. Soudwm Pine OR0.55 1' 13n8" Concrete (min 3.35 ksi) 1' 13/4' Un led CMU, STM C-00 2-1/r 1-114• Concrete min.335ksi 2-1/2' 1--ye 1/4- Aggle Gatar 18-0 S.S.) TClete min. 7.275 ksi 1-Ur Vr8 P.T. Southem Pins (S61s) it 1318' Un ted CMU STM C-00 Y 1-1/d' 3(4' NW. r 1/8' ANNEALED OR _ TEMPERED GLASS 1/2' AIRSPACE 1/8' ANNEALED OR TEMPERED GLASS DURASEAL, SUPERSPACER OR CARDINAL XL EDGE T.RI F 1• .uPUAR! W , , r •a. Air Substmin Min. Edge Distance Min Embedment 2 i/2' i Common NW-1 Mace.x. OP of 50.0 al O P.T. Southern Piro (SG=.55) B/16' 2.7/16' 2-112' x .131' Ring.ehsnk Na0 P T. SOLOMM Pine (SG=.55) Will. 2-7/16' 2.1/2' x .145' Roofing Nall P.T. Southem Pine (SG=.55) gI1G 2-7/16' 10 SMS creel, or 4100 SS..S..)) P. T. Southem Piro (SG..55) 3/4' 1-W Alulldnurn. 6053-TS y6- 0 050' Steel Stud. Gr. 33 3/8' 0.W46' (20 Ga.) Steel. A36 3M. 0.050' ANCHOR NOTES, 1) nJNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMUGE-TM 0 APPLICATIONS w SIUCONI 2) PANHEAD, FLATHEAD OR HEXHEAO ARE ACCEPTABLE, 3) ANCHOR LENGTH TO BE SO THAT EXTERIOR A MIN. OF 3 THREADS EXTEND a BEYONDTHEMETALSUBSTRATE, TYR GLAZING DETAIL REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C 3/ 16' ANNEALED OR TEMPERED GLASS 11' NOM• 5/ 16' A/A PV8 M' NOM. A9' NOM. 5/ 16' A/A PV8 318' AIR SPACEffIV 7/16' AIR SPACE 3/8• AIR SPACE 3116' ANNEALED OR ANNEALED OR 3/16'ANNEALED OR TEMPERED GLASSTEMPERED GLASS TEMPERED GLASS OURASEAL, DURASEAL, DURASEAL, SUPERSPACERSUPERSPACER SUPERSPACER OR CARDINALOR CARDINAL OR CARDINAL XL EDGE XL EDGE XL EDGE GLAZING TYPES Reinforcement lower Ute Bottom Rail Top Rail Bottom Rail Side Rails VeruteBBAAc c A A A A A N/A C" Y PVB INTERIAVER MANUFACTURED 0Y OUPONT INC. (AKA KURARAV AMERICA, INC.) C r' 1v c ' •; •Q i r IlC 5Si25 A = VINYLDHWINDOWFPA (NON -IMPACT) 12/13114 U % J• cv, 3 GLASS/ANCHOR OPTIONS J ROSOWSKI CERT. OFAI/TH.A4e2e6 a8 i•.•;n1pp• L`• 1070TECHNOLOGYDRIVEgN. VENICE. FL 34275 941 } 480 1600 III . } `' L P E. SOH-5460 NTS 2 OF 4 g FPA-5460.0 838R EQUAL LEG FRAME VERTICAL SECTION B-B EDGE DISTANCE EMBEDMENT EMBEDMENT EDGE DISTANCE OPT. SASH TOP LIFT RAIL OPT. SASH 1 BOTTOM LIFT HANDLE NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS SHOWN INSTALLED DIRECTLY TO SUBSTRATE BOTTOM SASH SHOWN INSTALLED THROUGH IX BUCKST RIP pCJU---•-•cIs TOP SASHJjEXTERIOR FLANGE / P17/EQUALFRAME LEGSHOWN BUCK WIDTH FRAME SHOWN HORIZONTAL SECTION A -A INSTALLATION NOTES: 1) SEE SHEET 1 FOR SPACING REQUIREMENTS, 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4-. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN ANDIOR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. EMBEDMENT 17 EDGE DISTAN( INSTALLATION THROUGH EXTERIOR THE FRAME. INTO METAL . , • I I . ,. No. 5<.715 VINYL DH WINDOW FPA (NON -IMPACT) 8 12/13/14 FLANGE & EQUAL-LEG/BOX FRAMES e m J ROSOWSKI CERT. OFAUTH.A79288 h8 ` /Gti... G,•; 1070 TECHNOLOGY DRIVE a $ N. VENICE, FL 34275 941 }480-1800 OH-5480 NTS1'61 3 OF 4' g FPAS460.0 0' ? A LYNN MILLER• P.E v E 6lTOS SHOWN INSTALLED THROUGH THE FRAME FIN FRAME SHOWN BUCK iEXTERIOR J-CHANNEL FRAME SHOWN EDGE DISTANCE EMBEDMENT 1114' MAX SHIM 6 1J LIFT. SASH TOP LIFT RAIL OPT. SASH BOTTOM LIFT PAL EDGE DISTANCE L U MAX L )LJpl_JLJ-- SHIM 0 IUM EDGE SHOWN DISTANCE INSTALLED THROUGH EDGE THE DISTANCE INTEGRAL FIN — EMBEDMENT T VERTICAL SECTION D-D SHOWN INSTALLED SNOWN INSTALLED THROUGH THE THROUGH THE FRAME INTEGRAL FIN BUCK WIDTH HORIZONTAL SECTION C-C 114' MAX SHIM -I r 1/4' MAX. SHIM EMBEDMENT I INSTALLATION NOTES, 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLES) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX SHIM THICKNESS TO BE 1N'. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. S) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. FRAME EXTERIOR SHOWN e FIN r r0 FRAME EXTERIORR SHOWNQe INSTALLATION THROUGH THE FRAME, INTO METAL INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL VINYL DHWINDOW FPA(NON-IMPACT) $ 12/13/14 4 ` c• s;cc• J- CHANNEL & INTEGRAL FIN FRAMES Vim' J ROSOWSKI 6, MT. OFAM- AR92B6 F8 F<C:aO^ • 1070TECHNOLOGY DRIVE N. VENICE. FL 34275 C s 941)- 8 1600NDH-6460 NTS E S 4 OF4 FPA-UN.0 h$ A LYNN MILLER. P E PE46am Page I of 5 RegulationBusiness & Professional 1 J'- ,r.r,,,., rimrc r r mrMNODp' V' "~ BCIS Home Lop In I User Registration Hot Topics I Submit Surcharge Stats S Facts Publications I FBC Staff I BCIS Site Map I Links I SearchBusines Professi -al OUSER: Public User roval Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5012-R15 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski JrosowskiOpgtindustries. com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 941)486-0100 Ext21140 jrosowsklOpgtindustries. com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By 10/7/2015 Page 2 of 5 Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/19/2015 Date Pending FBC Approval Date Approved 06/27/2015 Summary of Products FL # Model, Number or Name Description 5012.1 FCA - 440 Vinyl Fixed Casement Limits of Use Approved for use In HVHZ: No Certification Agency Certificate Approved for use outside HVHZ: Yes FL5012 R15 C CAC 190-795Cno pdf FL5012 RIS C CAC ion_?osfeo ,;,f Impact Resistant: No Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Please see the Installation Instructions for design 10/28/2015 Installation Instructions Pressure, size and anchorage information. FL5012 R15 11 F -A-440 odf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE FCA-440 Eyaluation,od Created by Independent Third Party: No 5012.2 FCA - 540 WinGuard Vinyl Fixed Casement Limits of Use Approved for use in HVHZ: No Certification Agency Certificate Approved for use outside HVHZ: Yes FL5012 RIS C CAC 190-2701Ceo n,,f FL5012 RIS C CAC 190-795CAR.DdfImpactResistant: Yes FLS012 R15 C CACDesignPressure: N/A Other: Please see the Installation Instructions for design 190 7 6 eR Ddf Quality Assurance Contract Expiration Date 10/28/2015 pressure, size and anchorage information. Installation Instructions FL5012 R15 11 FCA-540 Ddf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports EL5012 R15 AE FCA-540 Evaluation,pd Created by Independent Third Party: No 5012.3 FCA - 640 Aluminum Fixed Casement Limits of Use Approved for use In HVHZ: No Certification Agency Certificate FL5012 R15 C CAC CAPW-640 Approved for use outside HVHZ: Yes Certifications, Ddf Quality Assurance Contract Expiration DateImpactResistant: No 02/25/2019 Design Pressure: N/A Other: Please see the Installation Instructions for design Installation Instructions FL5012 R15 Pressure, size and anchorage information. II FCA-640 Ddf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 RIS AE Fr A-640 Evaluation Ddf_ Created by Independent Third Party: No 5012.4 FCA-5440 EnergyVue Vinyl Fixed Casement Window Limps of Use Approved for use In HVHZ: No Certification Agency Certificate Approved for use outside HVHZ: Yes FL5012 R15 C CAC PW-5440 Certification, Ddf Quality Assurance Contract Expiration DateImpactResistant: No 07/29/2018 Design Pressure: N/A Other: Please see the Installation Instructions for design Installation Instructions FL5012 Pressure, size and anchorage information. RIS 11 FCA-5440 Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 RIS AE FCA-5440 Eval ,arinn nrlf Created by Independent Third Party: No 5012.5 FCA-5540 WinGuard Vinyl Fixed Casement Window Limits of Use Approved for use In HVHZ: No Certification Agency Certificate Approved for use outside HVHZ: Yes FL5012 R15 C CAC PW-5540 Certification. odf Quality Assurance Contract Expiration DateImpactResistant: Yes 08/12/2018 Design Pressure: N/A Other: Please see the Installation Instructions for design Installation Instructions FL5012 R15 II pressure, size and anchorage information. FCA-5540 odf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports 10/7/2015 Page 3 of 5 5012.6 1 PW - 220 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design Pressure, size and anchorage information. 5012.7 1 PW - 420 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design Pressure, size and anchorage information. 5012.8 1 PW - 520 Limps of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design Pressure, size and anchorage information. 5012.9 1 PW-2100 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design Pressure, size and anchorage information. 5012.10 1PW-2160 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design Pressure, size and anchorage information. 5012.11 1 PW-2200 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. FL5012 R15 AE F A-5540 Evaluation.of Created by Independent Third Party: No Aluminum Fixed Window Certification Agency Certificate FL5012 R15 C CAC F-2 0 Certification df Quality Assurance Contract Expiration Date 10/24/2017 Installation Instructions FL5012 R15 II F-220ndf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-220 Evalua ion odf Created by Independent Third Party: No Vinyl Fixed Window Certification Agency Certificate FL5012 R15 C CA F-4 n Certirication.odf Quality Assurance Contract Expiration Date 08/ 01/2017 Installation Instructions FL5012 R15 II F-420 odf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-4 0 valuat•n df Created by Independent Third Party: No WinGuard Vinyl Fixed Window Certification Agency Certificate FL5012 R15 C CAC I ertificafinnc Pyy 57 Quality Assurance Contract Expiration Date 08/ 15/2016 Installation Instructions FL5012 R15 II F-520 odf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-570 Fvaluation.ndf Created by Independent Third Party: No Vinyl Fixed Window with Integral Nailing Fin Certification Agency Certificate FL5012 R15 C CAC CertificatLQ0 pW-2100 Qdf Quality Assurance Contract Expiration Date 01/ 25/2016 Installation Instructions FL5012 R1S II F-2100 ndf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 eF F_2100 Fvaluatior. pdf Created by Independent Third Party: No Vinyl Fixed Window with Integral Nailing Fin Certification Agency Certificate FL5012 R1S C CAC rtifirat n pu 2160 odf Quality Assurance Contract Expiration Date 01/ 25/2026 Installation Instructions FL5012 R15 II F- 160 ndf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-2160 Evaluationpdf Created by Independent Third Party: No Vinyl Fixed Window Certification Agency Certificate FL5012 R15 rer 1 0 70grnp ds Quality Assurance Contract Expiration Date 10/14/ 2015 Installation Instructions FL5012 R15 II F- 200 ndf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports 10/7/ 2015 Page 4 of 5 IFL5012 RIS AE F- 200 Fval ,ation odf Created by Independent Third Party: No 5012.12 PW-2260 Vinyl Fixed Window Limits of Use Approved Approved for use in HVHZ: No Certification Agency Certificate Approved for use outside HVHZ: Yes FL5012 RIS C CAC 1 0-710 AR pdfFL5012R15CCAC190-711CAR.odfImpactResistant: No Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Please see the Installation Instructions for design 10/14/2015 Installation InstructionsPressure, size and anchorage information. FL5012 RI5 II F-2260 pdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-2 60 valuation odf Created by Independent Third Party: No 5012.13 1 PW-2720 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design Pressure, size and anchorage information. 5012.14 1PW-2820 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 5012.25 1 PW-3020 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design Pressure, size and anchorage information. Premiervue Vinyl Fixed Window Certification Agency Certificate FL5012 R15 C CAC Certifica i n PW-2720 odf Quality Assurance Contract Expiration Date 05/30/2016 Installation Instructions FL5012 R15 II F-27 n pdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 RIS AE F-720 e _ _ _ _ id Created by Independent Third Party: No Premiervue Vinyl Fixed Window Certification Agency Certificate FL5012 RIS C CAC Certifications PW 2820 odf Quality Assurance Contract Expiration Date O1/28/2016 Installation Instructions FL5012 R15 II PW-28 n Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F-2820 Evaluation.pcif Created by Independent Third Party: No Architectural Systems Aluminum Fixed Window Certification Agency Certificate FL5012 R15 rrer Certifi atlons PW aro0 odf Quallty Assurance Contract Expiration Date 09/11/2016 Installation Instructions FL5012 R15 II F-3020 odf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports F_L5012 R15 AE F-3020 Fval ation odf Created by Independent Third Party: No 5012.16 PW-5420 EnergyVue Vinyl Fixed Window Limits of Use Approved for use In HVHZ: No Certification Agency Certificate FL5012 R15 rer Approved for use outside HVHZ: Yes Impact Resistant: No pW- q20 C rtifi ation odf Quality Assurance Contract Expiration Date Design Pressure: N/A 07/29/2018 Installation InstructionsOther: Please see the Installation Instructions for design FL5012 RIS II F-5420 .,dfPressure, size and anchorage Information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R15 AE F 5420 Evaluation,pdf Created by Independent Third Party: No 5012.17 1PW-5520 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. WlnGuard Vinyl Fixed Window Certification Agency Certificate FL5012 RIS C CAC PW-5520 Prtification odf Quality Assurance Contract Expiration Date 08/12/2018 Installation Instructions FL5012 RIS II F-5520.,df Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports 10/7/2015 GENERAL NOTES: SERIES 5420 NON -IMPACT RESISTANT, VINYL FO(ED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED i TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING ODOE. 2) ALL WOOD BUCKS LESS THAN I •IIr THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1Q' TN= OR GREATER. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPOHSISILnY OF THE ENGINEER. (EOR) OR ARCHITECT OF RECORD. (AD% 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFIASHWG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4) MAX. Ir4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. W0W BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33•10% STRESS INCREASE WAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE IS LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING OOOE FOR CORROSION RESISTANCE. MAX BUCK WIDTH SEE TABLE I MAX. SUCK W10TH SEE TABLE 1 S. SEE •1-- IF MAX O.C. Nr MAX. 0. BEE -+1 s- MAX O.C. r r MAx SHEET 3 I SHEET4 I 11 I A. SEE C. SEE SHEET) / SHEET4 / A C MAX BUCK / MAX. BUCK HEIGHT, SEE HEIGHT, SEE 1S' MAx TABLE 1 TABLE I OC 4 r I 0 LL -------- B or MAx -- 4 ( - O r MAX. - TYP. EQUAL-LEGIBOX 3 FLANGE TYP. INTEGRAL FIN 3 J-CHANNEL FRAME (SHAPES SIMILAR) FRAME (SHAPES SIMILAR) Window Buck Size Design Pros=* Ca Mcatlon CAR) NumbsTWidthHeightpdpd 120' 60' 70.0 70.0 190.1017 96' 63• 50.0 50.0 190.1011 SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. it F VINYL FIXED WINDOW FPA (NON -IMPACT) 8 12113f14 : •k : N=• LIIi05 GENERAL NOTES 8 ELEVATIONS J ROSOWSKILu 10 CERT. OFAUTH.eZB2eB a h. ,mac •.......• .. 1070 TECHNOLOGY DRIVE ,; ?IOt OAL,.' N. VENICE. FL 34275 8 941)- 460.1600 A PW-S420 NTS 1 OF 4 FPA-5420.0 f LYP E NR PE. urunec iucru i cn tver• ry m uc Andw SubWay Min. Edge Oldsnae on. 8nbedment steel. 1" S.S. or 410 S.S.) Max. OP of SILO ou e ) t Steil. A36 31r 0.050' Steel Stud, A853 Gr. 33 3W 0.0348' Aluminum 608345 ale' 0.0713' 14 Go. 012 SMS seal. tab S.S. or 410 S.S.) P.T. Souftm Pine (SO-0.55) 9118' 1yr Sted, ASS 3/r 0.0w Stem Stud. A053 Gr. M 3W 0.034r (20 Ga.) Aluminum, 6001.145 3W 0.0713' 14 Ga 311r Ultnim stem) Max. UP of Wo P.T. Soulkem Pine 0.0.55) 7/1r 1yr Oont:Rb (m1.t 285 kd 1' 1yr U Bed CMU, STM C80 21rr 1-Vr 1/4' Ulwm steep P.T. Soudwn Pine (SGsM5 1' 1yr Cont:Ieta (min. Z85 kd) 1' I- r Unoouted CMU. (AS 1M t:90) 2.1rr 1-V4r Conolete o.2.85kd 2-Vr 1y4• Of CM10,44" 410 S.S.) P.T. Soumego. Phe G!0. 1' iyr Ool4mto (min. 3.35 ksi) 1' 1.9/r Unpmtsd CMU, (ASTM C80 2 Vr 1-114* Omcmte in. 135 ksl 2-1/r 1 yr 1/1' Apgls Qator Comcmb . 3275 ks P.T. Souttlem Pine G-0.55 1-Vr 1' tyr 1yr UngmsotedCMU STM C40L r 1-Vr a II II on GLASS OR DOW 791 SILICONE TYP. GLAZING DETAIL VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - "19' IHEIGHT: BUCK HEIGHT • 4bl18' VISIBLE LIGHT WIDTH OR HEIGHT ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BETIDING TO BEADING, Attdla SuOstrab Min. Edge Min. Okbnw EmWdment 2-1/2' x .131' Common N31 P.T. Soud m Pine (SG2.55) 9/1r 2.7/16' Max. OP of $0.0 2.1? x .131' Ringeh1N11 NW P.T. Soulham Pine (SG-.55) 9116' 2-7116' 2-W x .14 V Roo&V Neil P.T. Soullmn Pine (SG=.55) 9116' 2-7116' P.T. Southern Pine (SG-.55) 314' go.ow 010 SMS Akm*v^ 0083 T5 3W eted, 0 S. S.S. or 410 S.S.) Stem Stud, Gr. 33 3W Ga.) Sted. A38 3/r ANCHOR NOTES: Ulu ROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS 2) PANHEAD. FLATHEAD OR HEXHEAD ARE ACCEPTABLE. 3) AN04DR LENGTH TO BE $0 THAT A MIN. OF 3 THREADS EXTEND MOND THE METAL SUBSTRATE. 118' ANNEALED OR _ TEMPERED GLASS S/ 8' AIR SPACE . 118' ANNEALED OR TEMPERED GLASS DURASEAL, SUPERSPACER OR CARDINAL XL EDGE 1 7/e' NON. I- Tar NOM. 5116' A/A PVB — 7liar AIR SPACE 1/ 8' ANNEALED OR TEMPERED GLASS OURASEAL. SUPERSPACER OR CARDINAL XL EDGE 5116' A/A PVB — 3/ 8' AIR SPACE 3116' ANNEALED OR TEMPERED GLASS DURASEAL. SUPERSPACER OR CARDINAL XL EDGE 7AP NOM. 7/ a' NON. I 1' NON. I 3116' ANNEALED OR 114' ANNEALED OR TEMPERED GLASS TEMPERED GLASS 1/ r AIR SPACE 1/r AIRSPACE 3116' ANNEALED OR 1/4' ANNEALED OR TEMPERED GLASS TEMPERED GLASS DURASEAL. OURASEAL. SUPERSPACER SUPERSPACER VN ORCARDINALORCARDINALXL EDGE XL EDGE GLAZING TYPES PVB INTERLAYER MANUFACTURED BY DUPONT INC. (AKA KURARAY AMERWA WC.) a VINYL FIXED WINDOW FPA (NON -IMPACT) ' 12/13f14 d GLASS/ANCHORS OPTIONS • J ROSOWSKI is 1070 TECHNOLOGY DRIVE Wig` N. VENICE. FL 34275 941 H80-1600 t PW 5420 11 NTS 2 OF 4 f FPA-5420.0 STATE 0. A. LYNN MILLER P E. P. Ef som EDGE DISTANCE FLANGE FRAME r SHOWN L c SUCK meow I EXTERIOR a EOUAL- LEGS FRAME SHOWN C EMBEDMENT i L SHOWN EDGE INSTALLED DISTANCE THROUGH /X SUCKSTRIP - 71V THICK 1.0 1' THICK I.G. SHOWN I llll INSTALLED aaECnr To SUBSTRATE It,iP,/iceVERTICAL SECTION B-8 FLANGE EXTERIOR FRAME n SHOWN , V BUCK WIDTH HORIZONTAL SECTION A -A SHOWN INSTALLED THROWN 1X EOUAL- LEGIBOX FRAME SHOWN EMBEDMENT EDGE SHOWN i U INSTALLATION NOTES - INSTALLED DIRECTLY 1) SSHEET 1 FOR SPACING REQUIREMENTS. EE METAL1) SEE TABLETS) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUREMENTS, SUBSTRATE 3) MAX SHIM THICKNESS TO BE Or. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REOUI Q EMENfS. S) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. 00 FLANGE FRAME SHOWN EDGE DISTANCE VINYL- FIXED WINDOW FPA (NON -IMPACT) 8 12/19/14 C = FLANGE & EQUAL- LEGA30X FRAMES a J ROSOWSKI lam ..• ; CERT. OFAtILfl. d2Y7BB a8 c•U/Q?Ii 1.C\ 1070 TECHNOLOGY DRIVE gal N. VENICE, FL 34275 e 941 "80- 1600 i PW-5420 NTS 3 OF 4 FPA-5420.0 k, 1 A. L M5 P.E. SHOWN INSTALLED THROUGHEMBEDMENT SHOWN INSHOWNTALLEDSTALLED EDGE DISTANCE I•- INTEGRAL FM INSTALLED I EMBEDMENT { aL": THROUGH THROUGH E1THEFRAMEINTEGRAL FIN FRAME oe lELEDGEDISTANCESHOWNIDEDGEISTAN1QI;(1 I euac EIGHT FIN FRAME 00 N"- 7; TICK I.O. FRAME SHOWN E- XTEFWRSHOWN BUCK WIDTH HORIZONTAL SECTION C-C INTEGRAL FII LLFRAME foSHOWNEXTERIOR 10 INSTALLATION THROUGH THE FRAME. INTO METAL SHOWN ID INSTALLATION THROUGH THE INTEGRAL FIN. INTO METAL INSTALLATION NOTES: 1) SEE SHEET 1 FOR SPACING 2) SEE TABLES) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REOUIREMENTS. 3) MAX. SHIM TNRYWESS TO SE 1N-. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REOUIREMENTS. S) FIN ANWOR FLANGE MAY SE REMOVED TO CREATE OTHER FRAME TYPES THROUGH U \ 11 t: I'1.1t't U THE FRAME. J•L lYiI.'! FRAME -'. VINYL FIXED WINDOW FPA (NON -IMPACT) $ 12/13/14 SHOWN p EMBEDMENT 3-CHANNEL & INTEGRAL FIN FRAMES , J ROSOWSKI r '. o IS TATr ru`' A 61 _15 `v; EDGEDISTANCEFF CERT. OFAUTTI.42D2Y6 a8 ., a.t_a..'`tia. 1070 CHNOLOGYDRNE VERTICAL SECTION D-D N. VENIag` ,.L N. ENICE, FL 34275 - "' • 941}480 1600 PW-5420 JS NTS 4 OF 4 0 FPA-5420.0 : 9 A YNN rMRLER PA. Page 1 of 3 liBusiness . Professional Regulation ORrluRlaNPTM1i(d BCIS Home I Log In I User Registration Not Topics I Submit Surcharge I stats !1 Facts I Publications I FBC Staff I scis Site Map I Links I Search IBusines ProfessiPaI OUSIM:Product Approval Public User Regulation LIMM Product Approval Menu > product or Application Search > Application List > Application Detail FL * FL1844-R19 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived O Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 941) 486-0100 Ext22318 dru a rkOpgti ndustries. com Authorized Signature Jens Rosowski jrosowski@)pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 941)486-0100 Ext21140 jrosowskl@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E-1886 2005 ASTM E-1996 2012 ASTM E-283 2004 ASTM E-330 2002 Equivalence of Product Standards Certified By 10/7/2015 Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/19/2015 Date Pending FBC Approval Date Approved 06/27/2015 FL 4 I Model, Number or Name 1844.1 1 HR - 210 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. Description Aluminum Horizontal Roller Window Slip -On Nailing Fin Certification Agency Certificate FLIS44 R19 C CAC Certification HRI 10 odf Quality Assurance Contract Explratlon Date 01/10/2016 Installation Instructions FL1844 R19 li HR-210 odf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE NR-210 Eval„a 1 df Created by Independent Third Party: No 1844.2 HR - 410 Vinyl Horizontal Sliding Window Limps of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design Pressure, size and anchorage information. Certification Agency Certificate FLIB44 R19 C CAC MR- 410 jd ffi0 i Af Quality Assurance Contract Expiration Date 01/29/2016 Installation Instructions FL1844 R19 II HR-410 odf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-410 va l„atinn -At Created by independent Third Party: No 11844.3 I HR - 510 WinGuard Vinyl Horizontal Slidino Window Limps of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design Pressure, size and anchorage information. Certification Agency Certificate FL1844 R19 C CACHR- enification.ndf Quality Assurance Contract Expiration Date 11/19/2015 Installation Instructions FL1844 R19 II HR-510 odf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FLIS44 R19 AE HR-510 Evaluation.ocif Created by Independent Third Party: No 1844.4 HR-2110 Vinyl Horizontal Roller with Integral Nailing Fin Limits of Use Approved for use In HVHZ: No Certification Agency Certificate FLIS44 R19 C CAC Approved for use outside HVHZ: Yes Impact Resistant: No Certification HR 110 dfQualityAssuranceContractExplratlonDaoteDesign Pressure: N/A 02/ 21/2016 Installation Instructions Other: Please see the Installation Instructions for design FL1844 R19 If HR-2110 odf Pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE val„afinn n.1f Created by Independent Third Party: No 11844. 5 I HR-2210 Vinyl Horizontal Roller Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design Pressure, size and anchorage information. Certification Agency Certificate FL1844 Rig C CAC Certification odf Quality Assurance Contract Expiration, Date 10/ 22/2015 Installation Instructions FL1844 R19 II HR- 210 pdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-2210 Evaluation odf Created by Independent Third Party: No 1844. 6 I HR-2710 IPremiere Vinyl Horizontal Roller 10/ 7/2015 Page 3 of 3 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design Pressure, size and anchorage Information. Certification Agency Certificate Quality Assurance Contract Expiration Date 07/18/2016 Installation Instructions FL1844 R19 II HR-2710 odf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FLIB44 R19 AE HR-2710 vwlrratinn .df Created by Independent Third Party: 'No 11844.7 I HR-2810 Premiere Vinyl Horizontal Roller Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 1844.8 1 HR-5410 Limps of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design Pressure, size and anchorage information. Certification Agency Certificate FL3844 R19 C GGC HR- 810 artifi -lion d odf Quality Assurance Contract Expiration Date 07/18/2016 Installation Instructions FL1844 R19 II HR-2810 odf Verified By: A. Lynn Miller, P.E. 58705, Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-2810 Eval a[ion odf Created by Independent Third Party: No EnergyVue Vinyl Horizontal Roller Certification Agency Certificate FLI844 R19 C CAC Certification Swim H .df Quality Assurance Contract Expiration Date 12/11/2018 Installation Instructions FL1844 R19 II HR-satin nrdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-5410 Evalu rinr r„df Created by Independent Third Party: No 11844.9 I HR-5510 I WinGuard Vinyl Horizontal Roller Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. Certification Agency Certificate FLI844 R19 C CAC ertificatI n 55101HR odf Quality Assurance Contract Expiration Date 12/11/2018 Installation Instructions FL1844 R19 II HR-5 10 odf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-5 10 Evaluation odf Created by Independent Third Party: No Back No-t The State of Florida Is an WEED employer. Copyright 2007.2011 Clete of Florida :: Privacy Statement : • Acc&sllbility 5 ar.,...wr •. Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a publk-records-request, do not sendelectronicmalltothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departmentiwith an email address Iftheyhaveone. The emalls provided may be used for official communication with the licensee. However email addresses are Public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an small address which can be made available to the public. To determine If you are a licensee underChapter455, F.S., please click b=. Product Approval Accepts: M Cre -I AFE 10/7/2015 1 K4 / a Az eucK DtTH SEE TABLE SHEET 3 r-- L*AX BUCK HEIGHT SEE TABLE I A SEE SHEET 3 X O I i Je• L1AX. Q-WrLIAX.O.C. --I ELEVATION FOR TYP. EOUAL LEG/BOX d FLANGE FRAME, XO CONFIGURATION. OX SIMILAR 2 ANCHORS @ 6• MAX O.C. IF THE WINDOW BUCK HEIGHT IS 67 OR LESS. 4 ANCHORS @ s• a1AIL O.C. IF THE WINDOW BUCK HEIGHT IS OVER 67. IT MAX.0 C IF THE VAMDOW BUCK HEIGHT IS 67 OR LESS — 1AX. BUCK WIDTH SEE TABLE I IC MAX O.C. IF THE WUTDOY BUCK HEIGHT IS OVER G7. 16.94' 6• L1AX. O.C. L MAX LMM.. BUCK WIDTH SEE TABLE t - I B. SEE I — t2.57 D.C. I - ET J 1 L1AX.0 C. O. SEE SHEET A SHE M1'JVI. HEIG IN 24 Lu A- T. . MAX. 7i DC 1 MAX BUCK HEIGHT SEE TABLE I C A. SEE SHEET I I I x O x g mx. — i e'TAM —1 o..,,, ..... z-ner van. ELEVATION FOR TYP. FIN OR J .CHANNELFRAME, XO CONFIGURATION, OX 8 XOX SIMILAR GENERAL NOTES: SERIES 5410 NON -IMPACT RESISTANT, VINYL HORIZONTAL ROLLER II THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COV.PLY WITH THE REOUIRELF.EMS OF THE FLORIDA BUILDING CODE. 2)ALL WOOD BUCKS LESS TWIN I•I/rA THICK ARE TO DE CONSIGEREO IX INSTALLATIONS, IX W000 BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. VMOO BUCKS DEPICTED AS 2X ARE I-1f2• THICK OR GREATER IX ANO2X BUCKS IWKEN USED) SHALL BE DESIGNED 10 PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER (EOR) OR ARCHITECT OF RECORD, (AORI J) ANCHOR EM,BEOIAENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSRNG OR STUCCO. USE ANCHORS OF SUFFICIENT EMSEDIAENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALu4G;R ASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, 4) MN(. 114• SHMS ARE REOUYtED AT EACH ANCHOR LOCATION tWe?RE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. 1.5E SHM. CAPABLE OF TRANSFERRING APPLIED LOADS. aLAOOD SUCKS. BY OTHERS. LUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS DAPOSEO ON THE61 BY THE WINDOW. 5) THE ANCHORAGE LE MODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO THE REOWREO DESIGN PRESSURE In E 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE OESIGV OF THIS PRODUCT, THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COMAE I1170 CONTACT IMTH OTHER 01% UtLAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BUILDING CAVE FOR CORROSION RESISTANCE, ELEVATION FOR TYP. EQUAL LEGBOX 6 FLANGE FRAME, XOX CONFIGURATION 4AX. SASH \YTU711 •• 30.36- MAx. FIXED LITE (BUCK tNtOTN • (2 X SASH LYIOTFQ) • 59.26' Window Buds Size IRT Configuration ReiM. Laval Design pressure CeNtifiutioR CAR) NumberWidtltHeights (* ) p{ Pd 75' 54' XDIOX RI 50.0 50.0 190-1044 75' 54• XOlOX R2 65.0 70.0 190-1043 75• 63• aolox R3 50.0 50.0 lsalaoz 75' 7r xo/Ox R4 65.0 70.0 19a1041 120• 63• X4X(1/4.1l2.1/4) R3 50.0 50.0 190-1045 9r 63• XOX (1/3-1/31l3) 120• 63• xOX(114-1/2-1/4) R4 65.0 70.0 19a1073 9r 63' XflX(i/3.1l3.1l3) CERT OF AUTII I29298 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 941}480-1600 VINYL HR WINDOW FPA (NON -IMPACT) 12113/14 GENERAL NOTES 8 ELEVATIONS ; 4 J ROSOWSKI 10 I,`I NTS 1,11 1 OF F<I FPA-5410.0 AA. A. LYAN NtttLER. P E. P C a 56705 If A AndwT Substrate Min. Edge Distance Min. Embedment to SMS steel, 18.8 S.S. or 410 S.S.) Max. OP of $0.0 P.T. Souftm Poe Steel, A36 318' 0.05a- Steel Stud. A653 Gr. 33 3fr 0.0346' (20 Ga.) Aluminum, 6063-T5 3f8' 0.071r 14 Ga. q12 SMS steel. I" S.S. or d10 S.S.) P.T. Southern Pine (SG-O.5S) 91ir I-w Steel, A36 3/8 0.050- Steel Stud, A653 Gr. 33 318' 0.0346' (20 Ga.) AWnimm. SD63-T5 yr 15.671r IN Ga. 3118• Ultra on steel) Max. OP of %0 P.T. Southem Poe (SG=0.55) 71ir 1418' Concrete (min. 2.85 ksi) 1' I-w Un ted CMU. (ASTM CM) 2.1/2' I-ve 1/4' Uibacon steel) P.T. Soudem Poe (SGL0.55) 1' 11w Concrete (min. 2.85 ksi) 1' 134' Ungmuled CMU, JASTM C•00) 2.1/r 1.114, Concrete o. 285 ksi 2-t/r 1.314' 114' Crete+iex 410 S.S.) P.T. Souft Poe (SG.55 1• 1J/6 Concrete (min. 3.35 ksi) 11 1-Y4- Unpouted CMU. (ASTM C-00) 2.1/2' 1.1/4- Conerete min. 3.35 ksi 2-1/2' 1.Y4' 1!4' Apgre Gate 1 Concrete (mil. 3.275 ksi P.T. S0Mm( Poe (SGx0.55) 1.1/r 1' iaV 1air Un ted ,(ASTM C-00 r 1-1/41 Edge Min. Antlw7 Substrate DistanceDistance Embedment 2.117 x .131' Common NO P.T. Southern Pine (SG=.55) 91161 2-7116, Max. OP of 50.0 2-Ur x .131' Rilgahank Nail P.T. Southern Pine (SG=.55l Sn6' 2.7116• 2• I/r x .14S• Rooing NO P.T. Southern Pme (SG=.55) Spiel 2-7116• P.T. Southern Pile (SG=.55) 314• t4r e10 SMS Aluminum, 6063-TS 3 B• 0.071r (14 Ga.) sled, Sled Stud. Gr. 33 YT 0.034G (2D Ga ) 0ar4t0 S.S.S.).) steel. A36 Ytr 0.050' ANCHOR NOTES: 11 WGROUTED CMt7 VALUES MAY BE USED FOR GROUTED CLtU APPLICATIONS. 2) PANNEAD. FLATHEAD OR HEXHEAD ARE ACCEPTABLE. 3) ANCHOR LENGT H TO BE SO THAT A LILY. OF 3 THREADS EXTEND BEYOND THE METAL SUBSTRATE. a .. ecwcna-tutor tvme Relmfollxment Level Vent 4sides) Meetln8IRail RL A 0 R2 A E R3 B E R4 C F We NON. Y4• NMI. '+— — 71a' NOn1 i — — 717 NOM. 1/8' ANNEALED OR _ TEMPERED GLASS 316' ANNEALED OR TEMPERED GLASS 5116' NA PVB 1 j f 5116' AIA PV6 '1II 6 7 AIR SPACE — t/8• ANNEALED OR TEMPERED GLASS 318' AIR SPACE 3/16' ANNEALED OR TEMPERED GLASS 1 7/16' AIR SPACE }, 118' ANNEALED OR i \ TEMPERED GLASS I • 3/8' AIRSPACE 3l16' ANNEALED OR I TEMPERED GLASS • liA DURASEAL. DURASEAL, OURASEAL. •; DURASEAL, • I_ SUPERSPACER. •_ SUPERSPACER SUPERSPACER SUPERSPACER _1J OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL I 14 XL EDGE XL EDGE XL EDGE XL EDGE GLAZING TYPES GE•7700011 DOW791 SILICONE \, f. B 1? li0M GLASS EXTERIOR j wmr;fp. . a TYR GLAZING DETAIL PVB INTERLAYER MANUFACTURED BY OUPONT INC. (AKA KURARAY AMERIGI INC 1 VINYL HR WINDOW FPA (NON -IMPACT) d 12/13/14 GLASSIANCHOR OPTIONS ?2 J ROSOWSKI Y V CERT Of AUTH. a= 90 a tiu 1070 TECHNOLOGY DRIVE Q„ N. VENICE. FL 34275 941 }4t'10 1600 a HR•5410 y NTS 2 OF 4 Y FPA•5410.0 i=__1 REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C REINFORCENT TYPE O REINFORCENT TYPE E rtnL REINFORCENT TYPE F A LYN.V 67LLER. P E. P E 0 Se705 I EDGE OISTANCE EMBEOMENT FLANGE INSTALLATION SASH VADTH SHOWN THROUGH THE INSTALLEDFRAMETHROUGHIXEMBEDMENT SHOWN FRAME, INTO OUCKSTRIP METALOPERABLE EDGE I T SASH DISTANCE IF FIXED — LITE f FIXEDIII LIT6 7 EXTERIOR FLANGE EOUAL FRAME LEG FRAME SUCK SHOWN BUCK WIDTH SwVw HEIGHTEXTERIOR < HORIZONTAL SECTION A -A (XO) OPERABLE ( OX & XOX SIMILAR) SASH INSTAL TIONNOTES: I) SEE SHEET I FOR SPACING REOUIREMENTS. 21 SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE SUBSTRATE REOUIRE16',ENTS. 3) LIAX SHIM THICKNESS TO BE IW. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER 10 MEET DESIGN REOUIREiIAENTS. E2INSTALLED6) FIN ANMOR FLANGE MAY BE REMOVED TO CREATE DIRECTLY TO OTHER FRAME TYPES. SUBSTRATE EOUAL LEG FRAME SHOWN • E'scomENT it VINYL HR WINDOW FPA (NOWIM;!ACT) IVIY14 EDGE DISTANCE FLANGE & EOUAL-LEGIBOX FRAMES 1,,j i ROSOWSKI VERTICAL SECTION 8-8 [UT ; CER 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 A LYIJN UILLEIL P E 941l)- 41KI-1600 JfJHR-54110 1,11 NT$ J fl 3 OF 4 410.0 P FPA-5 E J-CHAfML FRAME SHOWN 1— EMBEDMENT 77_}-- -: EDGE DISTANCE FIXED LIVE SUCK HEIGHT C 0 SASH VADTH . INSTALLATION THROUGHTkE INTEGRAL FIN, INTOMETAL FIXED cue J- CHANKEL FRAME SHOWN EXTERIOR e I . " XTERIOR . — OPERABLE SASH sL IN' TEGIM FIN FRAME ; EDM DISTANCE SHOWN VERTICAL SECTION D-D IG SUCK WIDTH HORIZONTAL SECTION C-C (XO) Av A ve%v SIMILAR) FIXED LITE wq FIN FRAME SIMIN EXTERtOR INSTALLATION THROUGH ID THE FRAME. INTO METAL JAMS SHOWN. 14EAD & SILL SIMILAR) VINYL HR WINDOW J- CHANNEL & INTE pff. CERT. OF AUTH, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 941)- 480-1600 . F I HR-;; 10 NTS EDGE DISTANCE EMSEOMENT 7z INTEGRAL FIN FLAME SHOWN INSTALLATION NOTES: 11 SEE SHEET I FOR SPACING REOUIREMEN7S. 1) SEE TABLE4S) ON SHEET 2 FOR ANCHORAGE AM) SUBSTRATE REOUIREME"rS. 3) MAX. SHIM THICKNESS TO BE IW. 4) GLASS SHOIAIN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN RCOUiREMENTS. S) RX AN01OR FLANGE MAY BE REUOVEO TO CREATE OTHER FRAME TYPES. FPA ( NON -IMPACT) :112/13114 GRAL FIN FRAMESI",-'l J rfl-574 OF 4 !-. , I UER.Pe "I FPA-5410.0 A '7j.'65705 Florida Building Code Online Page 1 of 5 Business & Professional Regulation Florida Depiii"[d aas Monte t too in user kgm"uon Mot Top, ! Buslnes% Profession= al ®USER uPUWusW Regulation FL * FL1S213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Arddved urr, .r: :nrrtr nwtc-i.an.t .C•.Ktbrn Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Emall 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rkkw®rwbldgconsultants.com Authorized Signature Vivian Wright rf&w@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson®plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440)969-9773 Ext16 ronoconnelloplastpro. com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect'or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checldlst - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) slapdW31 year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 200S ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 http://www.floridabuilding.org/pr/pr app dtl.aspx?param--wGEVXQwtDgv3yVVKJZIQ... 9/18/2015 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of products Go to Page l d Method 1 Option DI 04/28/2015 04/29/201S OS/07/2015 06/23/2015 0 0 Page l/200 FL * Model, Number or name Description 15213.1 a. Smooth/Wood Grain/White Wood 6'8'Impact' Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door I i Urnits of Use Approved for use In HVHZ: No Installation Instructions F 151 ! R2 11 Approved for use outside NVNZ: Yes Impact Resistant" Yes In t 1S 112!1 ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15213.1 for Design Pressure Ratings, any F 1S ia!R p val 15 17 ,odf additionaluselimitations, Installation Instructions and Product particulars. Created by Independent Third Party: Yes 15213. 2 b. Smooth/Wood Grain/White Wood Grain/ Rustic/Mahogany Series Fiberglass Door 6' 8 'Impact' Opaque Fiberglass Single Door with Sldelite utilizing ' Snap Frame' Glazing - Inswing/putswing (OX or XO - Configurations) Umits of Use Approved for use in HVHZ: No Installation Instructions FLIcq; 213 R2 11 Approved for use outside HVHZ: Yes Impact Resistant: Yes Inst 151 a a odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A Other- See INST 15213.2 for Design Pressure Ratings, any Evaluation Reports FL15213 h2 AF Eva] 15213 additional use limitations, Installation Instructions and product particulars. odf Created by Independent Third Party: Yes 15213.3 c. Smooth/Wood Grain/White Wood 6'8'Impact' Opaque Fiberglass Single Door with Sldelites Grain/Rustic/Mehogany Series utilizing 'Snap Frame' Glazing - Inswing/Outswing (OXO - Fiberglass DoorConfiguration) Limits of Use Approved for use In HVHZ: No Installation Instructions FL1S213 R2 Approved for use outside HVHZ: Yes Impact Resistant: Yes I Inst 1S la a odf Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any FLI5213 R2 AF FXaLI521112W additional uselimitations, Installation Instructions and Product particulars. Created b I Independent Third Party: Yes 15213.4 d. Smooth/Wood Graln/White Wood 6'e 'Impact' Opaque Fiberglass Single Door with Sldelite Grain/Rustic/Mahogany Series utilizing 'Up Ute' Glazing - Inswing/Outswing (OX or XO - Fiberglass DoorConnouratlnnelLimitsof Use FCreatedby n Instructions Approved foruseInHVHZ: No R2 11 Ingt IS r a e ndf Approved foruseoutsideHVHZ: Yes y: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes y Independent Third Party: Yes Design Pressure: N/A n!Reports Other: SeeINST15213.4 for Design Pressure Ratings, anyR2 AE Eval iS la a odf additional uselimitations, Installation instructions and y independent Third Party: Yes product particulars. 115213.5 I e. Smooth/Wood Grain/White Wood 6'8 'Impact', Opaque Fiberglass Single Door, with Sidelites Grain/Rustic/Mahogany Series utilizing-UplUte- Glazing - inswing/Outswing (OXO - Fiberglass DoorConfiguration) Limits of use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL1S2132 Il rs ra a odf Verified 4 LyndIns*on F. Schmidt, P.E. 43409 http://www. floridabuildin or r/ r a j g P P PP_dtl-aspx.param vGEVXQwtDgv3yWK1Z1Q.:. 9/18/2015 Florida Building Code Online Page 3 of 5 Design uewsure;: yes t>rstOn Pressure; N/A Created by Independent Tlilyd party: Yes Evaluation ReportsOther: See INST 15213.5 for Design Pressure Ratings, any FL15213 2 AF Fifal 15is S additional use limitations, Installation Instructions and product particulars. odf Created by Independent Third Party: Yes 15213. 6 f. Smooth/Wood Grain/White Wood 6'8 'Impact• Opaque Fiberglass Double Door - GralNRustic/Mahogany Series Fiberglass Door Inswing/Outswing (XX - zrzfiguradon) Limits of Use for use In HVHZ: No InstallatiInInstructionsApproved Fit 12on11InstApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes 15 1 al a Ildf Verified By: Lyndon F. Schmidt, P.E. 43409 Design pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15213.6 for Design Pressure Ratings, any FL152131 R2 AE v=I 1511 6 additional use limitations, installation Instructions and product particulars. ndf Created by Independent Third Party: Yes 15213.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 6'8 'Impoct' Opaque Fiberglass Double Door with Sldelites utilizing 'Snap Frame' Glazing - lnswing/Outswing (OXXO - Fiberglass Door Configuration) Umits of Use Approved for use In HVHZ: No Installation Instructions FLIS211 IR2 ll Inst Approved for use outside HVHZ: Yes Impact Resistant* Yes 1521 odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A Other: See INST 15213.7 for Design Pressure Ratings, any Evaluation Reports FL15213 12 A val 1521 I a df additional use limitations, Installation Instructions and product particulars. Created by Independent Third Party: Yes 15213.8 h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 6'8 'Impact' Opaque Fiberglass Double Door with Sldelites utilizing 'Up Ute' Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Umits of Use Approved for use In HVHZ: No Installatl6n Instructions FL15213 p`2 II Inst a_a Approved for use outside HVHZ: Yes Impact Resistant: Yes 1S21 ..-.f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A Other: See INST 15213.8 for Design Pressure Ratings, any Evaluation Reports FL15213 R2 A val 15 139 odf additional use limitations, Installation Instructions and product particulars. Created by Independent Third Party: Yes i 15213.9 1. Smooth/ Wood Grain/White Wood 6'8 'Non -Impact' Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany SeriesSnapFrame' Glazing - Inswing/Outswing (X - Fiberglass Door Configuration) iUmitsofUse Approved for use in HVHZ: No Installation Instructions FLiS213 R2 11 Inst Approved for use outsideHVHZ: Yes Impact Resistant: No 15213. 9.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by, Independent Third, Party: Yes Design Pressure: N/AOther: See INST 15213. 9 for Design Pressure Ratings, any Evaluation Reports FLIS213 R2 AF Eval 152134 additional use limitations, Installation Instructions and product particulars. odf Created by Independent Third Party: Yes I I 15213.10 J. Smooth/Wood Grain/White Wood 6'8 'Non -Impact- Glazed Fiberglass Single Door Grain/Rustic/Mahogany Series FiberglassDoorwithSldeliteutilizing * Snap Frame' Glazing - Inswing/ Outswing (OX or XO - Configurations) Umits of Use Installation Instructions Approved for use In HVHZ: NO F 1 S 1 a R 2 11 Ing S a Approved for use outside HVHZ: Yes Impact Resistant: No 1 l 10 d f Verified By:, Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, FL15213 R2 AE Ev= 1 S2, a ID any additional use limitations, installation Instructions and product particulars. odf Created by Independent Third Party: Yes 15213.11 k. Smooth/Wood Graln/White Wood 6'8 'Non -Impact' Glazed Fiberglass Single Door with Grain/Rustic/Mahogany Series FiberglassDoorSldelitesutilizing 'Snap Frame' Glazing - Inswing/Outswing OXO Configuration) Umits of UseInstallation; Approved for use In HVHZ: No Instructions FI 1 213 R2 It Ins* S71 odf Approved for use outside HVHZ: Yes Impact Resistant: No 1 a 11 Verified By: Lyndon F. Schmidt; P.E. 43409 Design Pressure: N/A Evaluation Created by Independent Third Party: Yes Reports Other: See INST 15213. 11 for Design Pressure Ratings, FL15213 R2, AE Eval 1S 13 1 r „df any additional use limitations, InstallationInstructionsandproductparticulars. Created by li dependent Third Party: Yes 15213.12 http://www.floridabuilding. org/pr/ pr app_till.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 9/18/2015 Florida,Building Code Online Page 4 of 5 1. Smooth/Wood Grain/White Wood 6'8'Non-Impact' Glazed Fiberglass Double Door utilizing Groin/Rustic/Mahogany Series to 'Snap Frame' Glazing - Inswing/Outswing (XX - Flberglass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS213 R2 11 Ins* 152112 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created ly Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.12 for Design Pressure Ratings, FLIS213 R2 AE Eval 15213.12.odf any additional use limitations, Installation Instructions and Created ly Independent Third Party: Yes product particulars. 15213. 13 m. Smooth/Wood Grain/White 6'8 'Non -Impact' Glazed Fiberglass Double Door with Wood Graln/Rustic/Mahogany Sldelites utilizing 'Snap Frame' Glazing - Inswing/Outswing SeriesNFiberglassDoorOXXO - Configuration) Umlts of Use Installation Instructions Approved for use In HVNZ: No FLIS213 R2 II Inst 15213.13_pd( Approved for use outside HVNZ: Yes VeriRed By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, F is21 2 AE vat 15 1113.odf any additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15213. 14 n. Smooth/Wood Grain/White Wood 6'8'Non-Impact' Glazed Fiberglass Single Door utilizing 'Lip Grain/ Rustic/Mahogany Series N Ute' Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No F is 13 7 R Ins 15213 14.odf Approved for use outside HVNZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.14 for Design Pressure Ratings, any additional use limitations, Installation Instructions and F is 13 R2 A val 1S 13.14.odf Created by Independent Third Party: Yes product particulars. 15213. 15 0. Smooth/Wood Grain/White Wood Grain/ Rustic/Mahogany Series N Fiberglass Door 6' 8 'Non -Impact' Glazed Fiberglass Single Door with Sldellte utilizing * Up Ute' Glazing - Inswing/Outswing (OX or XO - Configurations) Limits of Use Installation Insbvctlons Approved for use in HVHZ: No FLIS213 R2 II Inst 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15213.15 for Design Pressure Ratings, FL15213 R2 AE Eval 15213.15.odf any additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. 15213. 16 P.oth/Wood Graln/White Wood 6'8 'Non -Impact' Glazed Fiberglass Single Door with ustir/ Mahogany Series N Sldelites utilizing 'Up Ute' Glazing - Inswing/Outswing (OXO Configuration) Umlts of Use Installation Instructions Approved for use In HVHZ: No FLIS213 R2 11 Inst IS213.16.odf Approved for use outside HVHZ: Yes Verified By,: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by. Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, FLIS213 R2 AE Eval 15213.16.odf any additional use limitations, Installation Instructions and Created by; independent Third Party: Yes I productparticulars. 15213. 17 q. Smooth/Wood Grain/White Wood 61 'Non -Impact' Glazed Fiberglass Double Door utilizing Grain/ Rustic/Mahogany Series N Up Ute' GI zing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS213 R2 11 Inst 15213.17.odf Approved for use outside HVHZ: Yes Verified By; Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created bylndependent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings, FLIS213 R2 AE Eval 15213.17.odf any additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 115213. 18 I r. Smooth/Wood Grain/white Wood I 6'8 'Non -Impact' Glazed Fiberglass Double Door with Grain/ Rustic/Mahogany Series N Sidelites utilizing 'Up Ute' Glazing - Inswing/Outswing Fiberglass Door (OXXO - Coriflouratlon) units of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FLIS213 R2 II Inst 15 13.18.odf Verified By:,Lyndon F. Schmidt, P.E. 43409 http:// www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ I Q... 9/18/2015 i Florida Building Code Online Page 5 of 5 ampawce neswMrm: No Design Pressure: N/A Created b,1Y Independent Third Party: Yes Other: INST 15213.18 for Design Pressure Ratings, any Evaluation Reports Fit — ' 7 p vest + 1 a 18additionaluselimitations, installation Instructions and Product Particulars. pd Created by lndependent Third Party: Yes I 15213.19 ooth/Wood Grain/White WoodFiberglass 8'0 'impact• Opaque Fiberglass Single Door - Rustic/Mahogany Series N Door Inswing/Outswing (X - Configuration) Units of Use Approved for use In MVNZ: No Installation Instructions a f [213 rl Ins* '• Approved for use outside MVNZ: Yes Impact Resistants Yes 1521a 19 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: YesDesignPressure: N/A Other. INST 15213.19 for Design Pressure Ratings, any Evaluation Repots FLI S211 R2 AE Fval 1521 a 1 oadditionaluselimitations, Installation instructions and Product particulars. ne f Created by Independent Third Party: Yes I 15213.20 t. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N 8'0 'lmpacta Opaque Fiberglass Single Door with Sidelite utilizing 'Snap Frame' Glazing - Inswing/Outswing (OX orFiberglassDoorXO - Configurations) Umits of Use Approved for use In MVNZ: No Installation Instructions A 1 713 lit II Inet Approved for use outside MVMZ: yes Impact Resistant: Yes 15 1 20 ar Verified By: Lyndon F. Schmidt, P.E. 43409 Created bill Independent Third Party: YesDesignPressure: N/A Other: INST iS213.20 for Design Pressure Ratings, any Evaluation Reports F 1s la lit p vest 1s71 a 20 additional use limitations, Installation Instructions and product particulars. oaf Created bill Independent Third Party: Yes Go to Page O I O Page 1/ 2 6 fa aadl Nert Contact Us i 19aa North Monroe 51122L Telhhef ee Fl +7I na The State of norlde Is an ANEEO enpIDW, radwlaht 2007-701+ car. or orld Acceniblilry statement :: Refund .Startmm1 Under Florida law, ema0 addresses we public records. It You do not want your real; address Meased In response to a puEOrrecords request, do not Feralelectronicma0to00adtY. Instead, comact the office by phone or by traditional moo. It you have any questions, plasm contact 0.SO.aa7.1795. •Plnrsuant toSection455.27S(1). FIWWD Statutes. efreetive October 1, 2012, licensees licensed under 0lepter,455, F.S. must Provide the Dtyct SSO. 97.1 9 . *Punto address pUWyhaveone. T+1e emalb Provided may be used for offs" comnarrlloU v, we , the 0eensee. Nawener ensY addresses are DepPublor nient with you do not it toapply • plersorlal address, please Wevlds Una OepantrrlaM wIM an env" wa*d con be made avelbNe to the public. To data We d you are a tloensee underchapterass. F.S.. Please dick hLft, Product Approval Accepts; i rcuril I I I http://www.tloridabuildin .or r/ r aglPPPP_dtl.aspx.param=wGEVXQ;wtDgv3yWKJZ10... 9/18/2015 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING IMPACT" GENERAL NOTES 1. This prodml has been evotuoted and Is In cotr0once w8h the Sth Edtion Curl q foorldo Bul*V Code (Ml skucttxol requaements exckrdrg the 1Qgh VebdfY Waicane Zone' (HVIQ). 2. Roducl anchors strol be as rated and spaced as shown on detot&. Anchor embedment to base material steal be beyond woo dressing or stucco. 3. when used In areas MgLft g wand bore debrb pWectbn this product comPles with Section 1609.1.2 of One F9C and does not r9q dre an impoct resistaM Cove ft. This product meets mb* level Ir and includes Wind Zono 4 as defined in ASTM E I996 and Sec* 1609. i.2 2_of the FBC—_ 4. For 2x stud kvr ing cor>struction, w chorirg of these urtih shoo be the some as that shown for 2x buck masonwy construction. 5. Site condition Thal devlote from the detail of th'a t vAV requke 4rrther engineenng andlM by a licensed ergineer or registered architect. TAME Of COMEMS 1NFET1 pf3CRIfTTI]N 1 Typical ewiction. designPreSum 8 general notes 2 Door pond detatk 3 Ha*ontm acts aectiora 4 Verlicd cross sections S cut and frame onehori a - 2x beck masonry conucfan 6 Rome archorirg . Ix buck rnwonry coratruction 7 N of moterbk 6 components SfY1NG b!" FRAME 0161Eo1SION OWN PRESSURE (PSfj room NEGATIVE INSWWG 374V x Mir 6&0 70.0 011151 G 37.ST1 x 96-W U.0 65,0 01. 4 can fi ao. en JK a•r. a LFS FL-15213.18 acr I ar 7 Q INTERIOR r O El EXTERIOR E u It 41 47 d s g Cl HORIZONTAL CROSS SECTION 2 42 DOOR PANU WIDTH L IT o q a Ell 0 INTERIOR EXTERIOR u d La p 10 T L Q jN LU 2 u am 02 18 12 j VERITCAZ CROSS SECTION xac N, i.S, ° D 2 OTC it JK u a« V. tF5 ; O Mrs4 -- Fl-IS?1J.19 0 L a 7 0am a IS csm Irr.I INTERIOR EXTERIOR j (pl 11 O 1 HORIZONTAL CROSS SECTION INTERIOR EXTERIOR 27 O 0 HORIZONTAL CROSS SEMON 3 S row.w/IXaboxk INTERIOR EXTERIOR aIs CNK i A g $ u « •: cr Q 1 W O N h Qa Y C m V 7 o m 0 W s i z u° aa: 02 16 f 2 i WALL N.f.S. U 2 HORIZONTAL CROSS SECTION 1 c a: L ir Ma• - i vw,fV sws 3 or 7 f a • • 111/ll 111\ H Z y V' ion 20 8 i vW+ EXTERIOR —' INTERIOR EXTERIOR INTERIOR v+ z m 1 VERTICAL GROSS SECTION VERITCAL CROSS SECTION s v 4 oulswtng Olvwll uuvrtrlg aboappnoretl I Slfownw/IXwbbuCk a y o EXTERIOR INTERIOR gl EXTERIOR INTERIOR O40 a V\ 3q 30 _ P 2 L n 7 bL 3a• SCAU: Ong or JK e 3 VERTICAL CROSS SECTION Cw- a, LrS ; 4 VERTICAL CROSS SECTION „ VW, 4 Outs.v g tonfigu Otbn 4 corftxob- R-15213.19 0 i ' -t or..L v wy '` fill TYP. HEAD o 49 EJAMBS — TY .HEADb---tfill Itl MASONRY MASONRYT MASONRY • ioaOPENINGI OPENING '_ 7' E z g, v c11 4 N FRAME z 2X BUCK - WO 2X BUCK g L TYP. 0 SIL a CONCRETE ANCHOR NOTES: WCK ANC1fORfNG KME JAMB FRAME ANCHORING SWV JAnryMB R^ Maso2X buck confhuN•ion B 1. Concrete anchor tocatbru of the comas moy be otQ 4W to mohtoln m0 mft edge catanco to nwitar joints. 2. Concrete anchor focalions noted as *MAX. ON CEMER-aml be O*Wed to m* Nch Rp mht edge dtoace fo mortar tank addtlonal conerote anchors'ad to ensixe 9 Carcr remm 3 ero anchor table the • MAx. ON CENIER' dimfxsbo am not emccadod.mayi 10 OMASONRYf0ADJACENT : TYPESIZEEMBEDAIENiEDGE ANCHOR e IAICH & DEAOBOLT OAAIL HINGE WAIL CONCRETE AMCNOR NOTET: 1. Concyote anchor bc*Wm at the eomem moy be adjusted to mohfail the rnn. odgedbtonce to nVdarpolnlL 2. Conerete anchor Iocatiom notod as'MAK ON CENTER' mvrt be Ofljrnfod to molntaln the mtn, Woe dbronce to mortar pntL oddtiorfof cofxzefO cnchas rnoy be legtkod to omua tho'MAX. ON CENIEr 6mension are not ercoeaed. 3. Cor Mle anchor toele: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT LOGE ANCHOR nw TAICON 1 / r 1.1/4. r ELCO ULTRACON I/P 1.1/4• 1' r rArcoN 3/1P 1.1/r r I.ItT i, ^W!/X.R^w fAIV INJr•1 /'rVIGI: r• ntaBdain a rnirutA/rn 5ff edoo datance. I - end abfance, a 1' o.c. soocino at wood sorows to prevent the WfiffirV of wood. HINGE JAMB MASONRY OPENING FRAM IX KC FRAME ANCILDRIITG Mmorry Ix bur* co Ww iw SIMJAMB AU: N.T.S. ° w M JK e w. fn'. LFS 3 WtYr •0. d R-1521JA9 -" 0 tr 6 or 7 o BILL OF MATERIALS REM DESCRIPRON MATERIAL A I X BUCK SG > 0.55 WOOD B 2X BUCK SG > 0 WOOD C 1 /4' MAX. SHIM SPACE D 1 /4• X 2.3/4- PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY • 3MO PSI MIN. CONCRETE CONFORMING TO ACT 301 OR HOLLOW BLOCK CONFORMING 10 ASTM C90 CONCRETE F 1 /4" X 2.3f C PFH ITW CONCRETE SCREW STEEL G 3/I6"X3.1/4'PFHQWCONCRETESCREW mu H 1/P x 3.1/4' PFH ITW CONCRETE SCREW Sim 1 1/4' X 2.1If PFH ITW CONCRETE SCREW STEEL J 1 /4' X 3.3/4' PFH RW CONCRETE SCREW STEEL L A 10 X 2.1/7 PFH WOOD SCREW STEEL M 09X2.1/4- PFH WOOD SCREW STEEL 7 FOHER RCESWEATSTRIPPINGBY ENDURA FOAM 8 COMPRESSION WEATHER STRIP OLON 650 BY SCHLEGEL FOAM 9 4• X 4- BUTT HINGE STEEL 10 a9 X I- PFH WOOD SCREW STEM. 1 I Ir9 X 3/4- PFH WOOD SCREW STEEL 17 KWTKSET KEYED ENTRY - SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT - SIGNATURE SERIES 781D STEEL 20 HNGER JOINTED PINE FRAME. HEAD d HINGE JAMBS WOOD 21 POLYFIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 3D INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM / WOOD 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM. IND. VINYL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. J WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY OLP ALUM. WOOD 40 DOOR PANEL • SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN JAM. O.OW THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC CELLULAR PVC 43 LATCHdHINGESTILEEDGE44LATCH AND HINGE STILE SUPPORT WOOD 45 BOTTOM RAIL _ CELLULAR PVC 46 POLYURETHANE FOAM BY NAN YA pOLYURETHANE 47 STILE REINFORCEMENT STEEL 48 REINFORCEMENT RETAINING SCREW NYLON s 9i ff 4. W WW sloE SAT OV St g e ZAOJUSTA6LE 0lSN7NG 1HtESROID 4Ar 1 o at< 07116112 i / nsutc: N. i.S. O oe A JK f 1w W. LFs oursovn4G eu, Nr THRFSNOID sta" ,o . FL-15213. 19 r 7 0• 7 Fldrida 113dilding Code Online Page 1 of 2 Professional l OOS Hann , r i ir-00 In User RaptSb1t1011 Mot Tapk{ Submit Sun*area Stab a FaCb WDYOu0nz FSC Sbff eaS Slte Map Unb Ses.01 Product Approval u5lR:Fubuc User Hems > AopkathM.Lht > epVibtlon Detail FL 4 Application Type FL Affirmation Code Version Affirmationn 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary, Comments Archived Product Manufacturer Address/Phone/Small Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) EQulvalence of Product Standards Certified By PGT Industries 1070 Technology Drive Nokomis, FL 34275 941)486-0100 Ext22318 druark@pgtlndustries.com Jens Rosowskl Jrosowskl@pgtlndustries.com ens Rosowski 1070 Technology Drive Nokomis, FL 34275 941) 486-0100 Ext 21140 Jrosowskl®pgtlndustries.com Windows Mullions Certification Mark or Ustlng Keystone Certifications, Inc. Steven M. Urich, PE Validation Checklist - Hardcopy Received skindRIA AAMA 450 Year 2010 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 app dtl.aspx?param=wGEVXOwtDavYdn'7noo/.,')nr1110/It„re Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/11/2015 Date Pending F8C Approval Date Approved 06/16/2015 Summs of Products FL V Model, Number or Name Description 17519.1 S400/5500 Series Mullions Clipped/Undlpped Mullions i Umib of Use Approved for use In NVNZ: NoncyCertification Certificate FL17519 Approved for use outside NVNZ: Yes Rl e 1 0-1075 ee 't FL17519ImpactResistant: Yes R1 rer 1q0-1076 eo r+rtf Design Pressure: N/A FL17519 Ri rer 190-1077 aR -F fL17519 Other: Please see Installation Instructions For additional product, testing, and anchorage Information, Rl C a 190-1078 aR • hnr•unnart ,tr Quality Assurance Contract Expiratlon Date 01/10/2019 Installation Instructions 17519 Rl SaYYII - SSXY Mulle ...tr Verified By: A. Lynn Muller, P.E. 58705 Created by Independent Third Party: No Evaluation Report FL17S19 Rl AE SAVY SYY M lic Fval wf Created by Independent Third Party: Nd ad Nett CAnt:»12:: 1e40 Nawh Monroe cr...r --TaftbosseeFL32399 ama a50.4a7-1a74 The State of Fler10a Is an ANEEO employer. rm Maht 7007-201 Sj= d of Fkwo- under Florida taw, ernad addresses are publicrecord/. If you do not want your e-mad address rekased In response to a pubtk-record! request, do not sen0 ebctronkmadtothisentity. Instead, contact the olllte by phone or by traditional map. If you hove any Questbro. pkge ubilt tt d50:4de. u est, •Pursuant to SeChon455.275(I), FkrW8 Statutes, drective October 1, 2012, licensees Ikeo" under Chapter 455, F.S. must provide the Department with an.mad address If theyhaveone. The errWb provided may be used der offldal ramununlotlon with the licensee. However emad addresses are public remid. If you do not wish to wpplyaPersonaladdress, Plea" providethe Department with an emad address which can be mode avalloble to the public. To detennhwilf you are a Ikmwe under Chapter4SS, F.S., pkose dkk lam• Produet Approed Aeeapto fir0- zts. Cre ItSAr E http://` ww.floridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDgvYdg2g)0%2fX... MOP 15 1) DETAILS SHOWN ARE FOR THE MILLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO MY ANCHORSREGUIREDFORTHEFENESTRATIONPRODUCTINSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACHSITUATIONISLINDAANDSHOULDBEEVALUATEDBYANOVEROtCEDINSTALLERFORTHEBESTINSTALLATIONMETHOD. OPTIOMAL /X OR 2X WOOD BUCKSIP USEA MUST SE ANCHORED PROPEAIY TOTRANSFERLOADSANDARE7o1EDESIGNEDBYOTHERS 2) THE TYPE AND NUMBER OF ANCHORS 6 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THEMILLEDLIN1M 3) THE ANCHORAGE METHODS SHOWN NAVE BEEN DESIGNED TO RESIST THE WIHDIDADSCORRESPONDINGTOTHEREDDESIGNPRESSURRE. MULUONS ARE CALCULATED TO DEFLECT NOMORETHAN1U1LQTHE113STRESSINCREASEWASNOTUSEDINTHISANCHOREVALUATIOHLTHE1.0 LOADDURATIONFACTORWASIINFORTHEEVALUATIONOFWOWSCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND E BEYOND THESCOPEOFTHESEINSTRUCTION& 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO AOLACIEWT FENESTRATION PRODUCTS TODETERMINEPRESSURESANDANCHORAGEFORTHECOMMONMULLION. SEE EXAMPLES ON THIS SHEET. FOR MULTIPLE WATTS, CONSIDER ONLY TWO ADACENT IN= AT A TIME WHEN USING THE DESIGNPRESSUREANDANCHORAGETABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS ORFENESTRATIONPRODUCTSSHALLAPPLY. 0) ANCHOR E:<BEDM MT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, WOODBUCKSBYOTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORSSMALLBECOATEDORCORROSIONRESISTANTASAPPROPRIATEFORSUBSTRATEMATERIAL. DISSWLARMATERIALSSMALLBEPROTECTEDASRECUIREOTOPREVENTREACTIONS 7) MULLIONS HAVE BEEN DESIGNED a TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDABUILDINGCODE, AND ARE APPROVED FOR IMPACT AND NON.WACT APPLICATIONS ARE ONLY TO IMPACTAPPLICATIONSARELIMITEDTOWWOZONESt. 2 A 3 AS OVUM BY AS1M E19K MLL4pNSBEUSEDWITHPOT•APPROVED FENESTRATION PROOLICTS HAWING CURoWITAPPROVALt S. 8) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPANAHDOPENINGIVIDTHIIIEIGHTOFEACHINDIVIDUALMULLIONCOLSWITHTHEREQUIREMENTSOFTHISAPPROVAL 9) FOR ADDITIONAL MULLIONS OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL, REFERTOFLORIDAPRODUCTAPPROVAL901. s.. t260' TABLE 1 YH1BonComb Tab Ln an ONRi WIEEIaT Mebn Hp b 127•i14' 10OARNs ARL011iYTan 32V TIfPWOPn MshoCapo A AVIRMnPHR 1Ocr L, B N40 mNHM 4RIn RI tP o el. HnNAeI Pp 4urw arm t00' g HINEP ersRI P drOF=m nr PAta SEE CAR 19D-1078 FOR CERTIFICATION. 12S x 32E x.tor wt TOOSTSMOTES FOR UNcLyM MUALIONSA9RMAE AlIpO1W1) NOT TO SE USED WITH SINGLE OR DOUBLE HUNG WINDOWS. 2) NOT TO BE USED N CROSS OR TEE COURGURATIONS. SEE NEXT SHEET FFl:.., 1 NILat1aM H I N 1 1 d OEI: Tow+oo13 FOIL IILAL W eol.NscllolN SINGLE VERTICAL MULLION AUOIgNAL FAloonANNUa1 THROW" TIR FIIAW FM ODUAL49MD of A FLAWS! MMAM OU 00, slat MAIL IN A I x" a FRAAE3 WAX d r OPj" MIT. MAIL Inw SINGLEHORIZONTAL MULLION H- w WDM USE THIS SHEET FOR UNCLIPPED MULLIONS OPE)OAMIUIIt INtc ta•w dIWD INOTN. WAIL In -Ill - F—ovxMwo % wM Mhx In•w--I MULTIPLE VERTICAL MULLIONS r- Al IIBIQIM,-I HWLd 1CM4C '_ It 11 t OPENING 'i MAY 1 In• w 1 1 h1M' N HILANOH 1 WCMI- LluuAlf I-INr WHOM Dow. uo. x M7-urJMULTIPLE HORIZONTAL MULLIONS 1_ A ONy CENLYNN Uze'''' t SF '•. No 56705 O SAT O, •, : S'/ONAL' E., A LVRN MILLET; P.E. FL P. E.I Son$ 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SOWN ARE N ADDITION TO ANY ANCHORS RBQWM FOR THEFENESTRATIONPRODUCTINSTALLATION. TYPICAL APPLICATIONS ARE SOWN. EACH SMIATON IS CNOUE AND SHOULD BEEVALUATEDBYANEIPERIENCEDINSTALLERFORTHEBESTINSTALLATIONMETHOD. OPTIONAL III OR 2X WOOD BLOCS IFUSED. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS 2) THE TYPE AND NUMBER OF ANCHORS 6 CRITICAL TO THE STRUCTURAL peRFORWNICE OF THE MULLED UNITS M1A110NSNAVEBEENTESTEDAS'FREE4LOATNG' AND DORM NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALLNOTHAVEAGAPOFMORETHANWFROMTHECP. SON PRESSURE MULLIONS METHODS SHOWN C V ATEDTO DEFLECT NO THAN Ln nRESISTTHEWMANDS SWS I 1SE0NTHISANCHOREVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. PROPER SEALING OF ENTIRE ASSEMBLY 19 THE RESPONSIBILITY OF OTHERS AND 19 BEYOND THE SCOPE OF THESEDNSTRUCIIOHIS 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURESANDANCHORAGEFORTHECOMMONMULLION. SEE SAMPLES ON THIS SHEET. FOR MULTIPLE UNITS. CONSIDER ONIY TWOADJACENTUNITSATATIMEWHEN (SING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSUREOFMULTIPLEMULLIONSORFENESTRATIONPRODUCTSSHALLAPPLY. B) WHEN FINDING YOUR SIM N THE ULLION TABLES. ALWAYS ROUND LP TD THE NW SIM SIOIMN ON THE TABLE(S) T) ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCIS BY OTHERS, MUSTBEANCHOREDPROPERLYTOTRANSF6tLOADSTOTHESTRUCTUREANCHORSSHALLBECOATEDORCORROSIONRESISTANTASAPPROPRIATEFORSUBSTRATEMATERIALWSSWIARMATERIMSSMALLBEPROTECTEDASREOUMEDTOPREVENTREACTIONS 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED A TEST® TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUIDNOCOO1. 2 & 8 AS DEFNEDAND ARE S7M 619K MULLW/S AREFOR IMPACT AND ONLYYTTo BE USED WITH APPR0APPLICATIONS 7pN9 ARE LIMITED TO W9m20NES HAVING CURRENT APPROVALS. NEtNESTRATOM PRODUCTS Ir'w wom NILUX" ULUANI LEMCit1M 1 u CNEEi H FOR HAIL TO110mOM OOMEOIION SINGLE VERTICAL MULLION NOTES FOR CUPPED MULLIONS; 1) FOR MA70MUM RIMS, SEE TABLES 2A4A 2) SEE SHEET 9 FOR INSTRUCTIONS ON USING TABLES 2A4A u. nu, SED 9) CRJAMTITY OFUNITSWITHINAMULTIPLEMARLEDASSEMBLYSUI.IAITEC PROVIDED THAT THE M" AND OPENING F CUPPED WINDOW TYPES. BE C LIP WIDTwWHTOF EACH NDINDUALMULLIONCOMPmWITHTIEFORALLWIDOWTYPES. FOR QP REDURDJEIAg OF THIS AFpRovAt ANCHORAGE USE THE SLIME 10) FOR ADDITIONAL MILLIONS. OPTIONS AND CONFIGURATIONS NOT SHOWN THIS APPROVAL, REFER TO FLOROA ANCHOR AS WIDOW ANCOR PRODUCT APPROVAL R291. NOCN9MOIMFOA somm IOC[ rv+mxwu+o i°swl -HN01@OHrtAlNUL011LeA7111—.N IIII / LHIamoNMA1 *'oTM j um naotoNr. HRAAM --- LEINTH CROSS MULLIONCONFIGURATION 0110" HE" FM mm(UL muu" I L FwrwAu N ( ot1 WLL ON lvv r1o11H Ao° ni'0Fa limmF011V1AAl10N m" TEE MULLION CONFIGURATION r— NUAAN LfiNM•y SINGLE HORIZONTAL MULLION USE THIS SHEET FOR CLIPPED MULLIONS II +.w'" uior era wunW H OPWDp HNIDM MULTIPLE VERTICAL MULLIONS rNUU OHLEL9111-1 1 ILIA u N H aliao I 1 ltilf 1' 1 pair is 1 NU LION 1 W I rIAaA wu>w IN@611rOHE4WMULTIPLE HORIZONTAL MULLIONS9Y 11t 11111 , 10ENSF ••. F9 No 5E705 per •'• SIA E O FLOR10.•' : A YNN i LE& p.E. FL P.E150M CROSS-SECTION MULLION EXAMPLES FLAsoe Fiuu, snowLL AtM1FOM PIALLOW FUM MAL FAQ; w V FIG. 1:1.25' X 3.25' X .100' MULLION & FACE CAPS mmn 90JAW101 M FRMQ Pow wr AL30W tW"MAS A AAMU RAW f= RIL.1) ILey om RL wa FAQ! w Wr Alto W MTALm Fin tREltpR FIG. 3:1.25' X 3.94' X .824' MULLION & FACE CAPS NOTES FOR MLAUON TO VNNDOW A1TAryu. 1) RECOMMENDED ANCHOR LER M • MIN. 3/4- 4) USE ANCIIOR TYPE AND SPACING AS PER THE WINDOWS APPROVAL. 3) PCCTURE WMDOW W"N VERTICAL MULLION SHOWN, ALL WIDOW TYPES ANDMLIJJONORRIPNTATIONSAPPLICABLE, 4) IF APPUdBLE, RAE FIN ANOM FLANGE MAY BE REMOVED FROM THE WMDOWRAMEMEMBERBEMOMLLED. ORMIMFLUSH Lsaa FAp! w—\—, amn ampLAiGom m"t Pw- - - BWAU FIW wMF RLMw i l iEgnMM imm 1 FIG. 2: 1.25' X 3.25' X .824' MULLION & FACE CAPS USE THIS SHEET FOR CLIPPED & UNCLIPPED MULLIONS r------------------ ---- --------- - FIG. 4: MULLION END CAP EXAMPLE ---"----"-""""'-"-"- wua ti0 w ro.A.800 o@YAU t ApW1 X*M NktapMW MNOOWS.ADIEIR WIM6il00FC------ Y.'.0 m0 App f Wi Q:71LEI6Le. P NOTER FOR ML L vw END CAP 1) APPLIES TO FIN OR i J.CNANNEL FRAMES. i i 2) REOUIRM AT HEADER AND 3)PCTLm WWDOW WMTH VERT)CAL MULLIONSIDEVIEW sNO". ALL W"M TYPES AND MULLION ORIENTATIONS APPUCABLE. LwrtFouws i aF nnmAswe i sse wain Ef(AN1tt +aFpt TO AftTTApOp/1. VERTICAL MULL TO P .• VCENSIc' • .Fq J STRUCTURE wMULLIONENDCAPy S ItGD PVC S. TE TsBs AILLER PE FL P.E.# 587W USE THIS SHEET FOR CLIPPED MULLIONS DETAIL a DETAIL 8• w aup+ MULLION TO OR D WOOD BLOCK MAL" CK MULLION ATTACHED TO IX NCOM OFFSET CLIP SSHHOWWNN) MOOD SUCK AND MASONRY A A° Vpuao Tw. Aas STANDARD CUP SHOWN) By SM ESE TASM 2049 I Ert16i TN6 ' Lr j NN2.143 ' TAHERRD ° CMICRMORaw' N 01PSEf 1AAL • • • 1 DGE {..- D6UMCF CWIMY • dlTANCE EOWAMM m am T aMImEY ° •• I F" waoao "a bitsom" SIDE VIEW eTHE 4 • STANUM 4 •• • Ll a OFFSET MULL EXTERIOR CUP WYSE DWA4EDDY 4 EmDZ 71W 4 ovANR 4 • • LETMOp FOR 1 . — OFFWT a.EOFCA AIOIORt • •0 EXTERIOR • ° •• F•nIAH®an J{ MN IaY4FOaN0. OYT WYALSOSE um mR oy"m RIA1! TYPES Tri. mom PERSIELsm7L TYRANCHON PEm.ANCHM E$TAK I1 / ESMUO SMTAKPER TI=4 / SEE TAltk7950 oWi6TRP lEETAKFlm•e / EDomse r-- OOTANCE J .. r ATTAONMW EAST so TAKM E lEOtA' AND 01' ar"m tb0 Ii r so MDR t. AND ATTACOMSEE N0ISL . MEET1. • NAAiIaTI FRONT VIEW SIDE W sEE s EaT FFaR FRONT VIEW NUELOCATIM WY ALSO EE RWAUND oNRECAYTD W1iQAY: TYP. ANaoR o M VAPUTL o SEE TAKE! mde MSTAILLTtON NOTES L MOX FM 1) ANCHOR PAIEDMENT TO BABE MATERIAL SHALL BE BEYOND WALL ORE39MD OR STUCCO.ALL 2) QUANTITY OF ANCHDRB AND MULLION SUE SHOWN ABOVE ARE FOR PICTORIKEFR RESEFITATION1o+ iTNSeomRTEcot CIAF ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE FRONT VIEW CORRECT QUANTITY AND LAGTIOHI OF ANCHORS MUST BE FOLL.OYYED. REFER TO THE TABLES ON THE N •;' FOUO*MO S+M. FOR DETAILS AC, E M4ER THE STANDARD OR OFFSET CLIP MAY BE USED. _ if No. 3) ANCHOR HEAD TYPE MAY BE PANHEAOD HODIEAD OR FLATHEM Q 4) WOOD BULXS ARE OPTIONAL. 90 DETAIL I. THIS SHEET. DETAL C: FIELDMODIFIED MULLION CUP FCLIP) M OPAUAt4 M TI<K ;*. lYll1RA " STANOM C11 TO Ne roosm NAELD. DETAIL M ANGLE MULLION CLIP ANGLE CLIP) i 9 MOTES FOR INSTALLATION OPTION D. 1) USE 2 ANGLE CUPS PER MLgAJM END. CLIPS MUST BE INSERTED INSIDE OF MILLION. USE THIS SHEET FOR DETAIL E: CLIPPED MULLIONS MULLION TO MULLION INTERSECTION c (U.CLHP L I TOP VIEW VAM -- zones cnm FRONT END, LLED POR Nmu 8R=T1D"mT1NNFRONTVIEW • /- u6A AND CONDUAMT TMR/ THE a lULLOING Lt/f1 COM A JX WOOD @AMR WST USED. ATTApOptN y OI1ERd EXTERIOR uses woao ANeNat erEea NOTES MR NUALLATatopmm F 1) FOR 27(1YOOD4ACtED STEEL STUM WOOD ANCHOR VAWES MAY BE USED. NOTES FOR INSTALLATION 1) MULLIONS MAY BE INSTALLED IN TEE' OR'CROSS' CONRGURATDN& 2) L4XIP MAY BE INSTALLED HORIZONTALLY (SNOIMN) OR VERTICALLY. d EXTERIOR DETAIL F: MULLION ATTACHED TO STEEL STUD STANDARD CLIP SHOWN) TTV. ANCHOR NAERs16T1RATL Fit vTc-ENse No 58705 Q 1 '; A- LYNN MILLER, P.E. FL P.EJI5S M5 TABLE 2A Ih10ie T MWA Opombs Ab bb oche a 11a0bta Ob bm bb 100b lob MOb mob 126 i!D t .160 lblrm,O4m a 1llorlbli o a lode Odlra I.ury W>s mr ihdStq 1ho•w w lmW 01 .,.m 1 m" tTlp latyVOti$$o AWmOPOm rbdhpo I=" lba"I m tech ediama I" m OmIn" WI,O,Io In" lb mgr Loft hobo lima AkmTubo lolalo ddla*$$ o aaI4ala ddUm" if 11 if 11 if 11 it at. mD as SO m me O AO m m0 Sr AO me no 40 n0 I n4 me 1 O no to no om no 2M ma e0 ma 2M me Ito I SO 7M no IV no to 4e6. nD Q ma, no m0 mo me Eli no O TOLD IS m0 OR no m n0 m So De So m no O n0 lb no 1m no 00 no MO no O I" b m0 ml m0 m Too O no Eb no Al No mf SO 4D no as no at. no O SO elf n0 oil w ra AS ill me an Sa ell as. v n0 Ili, MbIdb nD O me @ Mo OH no W m0 4m AO olt SD Im no m/ Too St no t0 AO O no w nD W So mt' NJ O SO m4 ero SO TOO SM fob no mM loa mo no 4m as m n0 IS MO oV SO 0m no O n0 O n0 4m AD Tb ma 4a aT 7r no 40 0t2 74o Tn0 O Me Tm n0 4i ab ma so IOLO W m0 4m m0 O no W n0 W MO I0 TOOL 041 aT ITT no 40 ou en no 40 oU on SO 411 44t on no 411 aT W TOLD 4M ab SD 401 M0 TOO MO 401 no Vt n0 mt n0 40 Pa 611 MO 40 SS wT 190 4S US o/T OLT ON 440 417 WA 40 a/ 617 ar W no on W 4a rib no 43 IOa Q a/ e0 no 4M at 810 1 4321613 W SO 4m 4LI W M4a 41O 41.4 no a/ 414 040 4 490 O III o0 AO 4S na o3 fED 4S mb n0 4Q TOD W aT W ae b3 40 el1 SO MI W 404 MoW a2 4a 453 ore OU 40 4Ea a4 ZIA 40 as ur a2 4b as N a.0 4a at IQ ma a2 40 a0 W eti Ml 9.7 em 4" MI M. 0/2 4tl M1 444 SO at Mt 4to So EL MI aT O 2/a 441 So in Jul4" al OW a4 441 III 30 lob 4U W 4U SS a4 W we S0 ae 1a SU 4 mo Z* SO So m0 Ma al W 212 E ILI V2 1ri as a I" tV so W 4M II W m0 ab lu W ae So no ao O no St u Sa 210 m a0 2Y e4 m 2la OM ITA W WS E1/ w r t/l 13 720 W 00 rb lab 24S IS al SO as m 21.1 IS ne 2m uE SI W a0 Ill Ia ltt b 2L to at W me Ste 10.4 W1 147 24 Ile Wl M / 2" I44 1O CFF tmb PAR tOILNfl7C nl W Cn0 Sa to Krfl'1MATnu w IV ILSI W TABLE 2E Anchor C Tom T• Xkc a wcmu Iil00aT R1em0 I411r END Wm Vr am mom W'V 0 Enr EEN Imam, w•!b ubwo w tlAmlwmm rtr ElmIAmm, W tl EmsAw.OWW mawtoor D OV O/ oowaA ream li WMqAmChOrCy1PSMmw *amrpq&w r 3.vr r i11T MW t• %Vr r3wr rEdpOkomand El.bemm. t A/CM.W 1.17 trw0 We1mlmN arOOm tl pa,,Y 4 AArJbq 61 /.1r 01h OC/o0m1o110 OlpOir ?Z a AWIOmm rlh 0.4rIAO,o 41/ i t MOO. olr 00Y OL/lIN2e,ea.srAla 4 Itlr r n4r O44' TO—r I" DEN OEN Tab WA Mar 7mEN Tap WArapMiWA to 400. W q WA 1 empqtmftIOEN WA r w EN pj-3 t ur no men Imp WA t yr SWp WA 1C+t WA I w HOP WA TaEN WA 14r 214p WA YEN WA 1.w emu WA Op WA r WEN WA alp WA lair piton cap alp 1W I-w 40p No SUN Wq am. Op ttmb IISEN 1m I.trIOLOCIr $1 ISON Eap ISEN mOb WOW IIIA p Mop lap 1771M IIU1 omEN IIG WIN tY EVEN MA 4/1p1'*al2AAMM NIA e11p 40p aoEN F E 1 STANDAfaD SH" E 2 STANDARD CLIP SH 0 RE 3: ANGLE CLIP MUST SE USED IN PAIRS. FIGURE 4: FIGURE S: FIGURE 6: TABLE NOTES: 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES SEE SHEETS "FOR GENERAL INSTALLATION METHODS. USE THIS SHEET FOR CLIPPED MULLIONS 119E RECTANGULAR LOADING FOR ALL TEE OR I r ; I CONFIGURATIONS, AND ALLASSENSUES CONTAINING A SINOLEIOOUSLE HUNG WINDOW. USE TRAPED)IDAL ITRMNGU AR LOADING FOR ALL OTHERS. ANCHOR CAP.., USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REGUIREV GORRESPOmDW TO AN ACTUAL PRESSURE REQUIREMENT FOR TIC OPENC/ G. WHEN IT IS LOWER THAN THE WUJC CAPACITY ( FROM THE TABU OF THE SE1F.C7EIMULLION. IT WILL YIELD A MINW IM ANCHOR CAPACITY WHICH MAY BE USED To ou#LwY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 2) LINEAR INTERPOLATION BETWEEN MULL LFHG mS moaR OPEiINO wWKS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO W ALE FOR EXACT DIMENSIONS, SEE SHEET Y. HOLES TO BE DRUM IN THE FIELD FOLLOWING DIMENSONAL RESTRICTIONS SHOWN ON SHEET 0. FIGURES SHOW SUGGESTED. APPROMMATE HOLE LOCATIONS. o) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUTfLLLEO CONCRETE BLCCK UNIT (CNN) SHALL CONFORM TO AMU C4M WOOD SHALL BE PRESSWtETREATEp VBLOW SOUTMMERN PINE WITH AN SG OF 0.66. ALUMINUM SHMl BE 6003• TO AND BE A UNIMUM OF .IDOL• THICK STEEL SILOS TO BE A MNUMIAN GRADE 33 AND 04r THICK (16 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .12r THICK AND AX ALL ANCHORS UNTO METAL SMALL EKTENO AT LEAST 3 SCREW THREADS EEYOND THE MATERIAL 910 6 #12 ANCHORS INTO WOOD MAY BE STEEL. I" S.S. OR 410 S.S. 1. 257 1250' IDOL' L t12V % 32r X.10V MUlL10N lot VININAM l'••` EHSF'•:EP No. SWO5 S ONA •. . A. LYNNIM IER PE. FL P.E.6 56705 lob pb __ Ab pb pb -__.—lob t.ft a,.TS ftampr tlRlTitl IbauPb 1d/N. Iberrorr i Ora A TtlpOrp Rcs0 Tommw gNot• adN Loft haft loft Lam" IOYt Iaa,10 Lem" umft11, U" Awry t halt iiml 1, a11 d TAOI t QY USE THIS SHEET FOR CLIPPED MULLIONS Ns.p wnal wo.van Tat by Hera. ib __ USE RECTANGULAR fill A Jdjla fq mt taaft LOADING FOR ALL TEE OR It` S ] aat l` tt j j J66ppj$$ij 0is J A I§/ fQL ! d A)OUBIENUNO t atl > m 2M Ao re 100 2M Ao aT 1" 1 2% USE TRAPEZOIOM. Ia0 ip 700 m Tao M Ao m AO m AO a.. m RRIANGULARLOADNG t0 ff %* , n AO M AO 2tt AO >m FOR ALL OTHM AotaOT 711aM AlltllortbPtlilN tlYme raw FOMCW waaM LMr firNn YIRELo1Ylem ve9faumm YleBol,sst Ufftoafma vt•4 tiI@a YIZbM IfOROI N12L7r N* tr Datatb 1laamm LAN• 2.17 we t• ltta• m NA mb WA Min 2• vr F /•Ye b HQ1 tmb WA atlb NA 5- tv r 1 i WA Irb WA @b Iq1 T Ova• ka HIOIs aa MRWb ILA 2. 1? 1-we mb apb WA Ole tpi f• 1. 1 i ma IYA WA f17b 2- Yf 1-w NA M@e NA lisle NA AC, r ary tw WA le IW b AQIaf o r GII) 1- m 1 NG 210b K b MA AOb p4 lisle mbWA mi 1letR WA ME lhvoa / a b AY2oa 1 tl•lar O.0 /,r.tle2 i ArR1v/ tpb Ole mi Iple FIGURE t TANDARDCLP RwnLvm. rL87AI DARD C P6H0 F=RE ANGLE T IN PAIRS. FIGURE L' FIGURE 8 FIGURE 4 X (Mtn t tnu en '•• •• • ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLICI CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A M04MUM ANCHOR CAPACITY WHICH MAY BE I TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES 1) SEE SHEET Y FOR INSTRUCTIONS ON USING THE TABLES SEE SHEETS 36 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND= OPENNG WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DaWaloN5. SEE SHEET p. HOLES TC BE 1*LLED IN TT¢ FIELD FOLLOwNG01MESIDNAI RE97WCT1ONS SHOWN ON SHEET 9. FTGURE9 BHCAN SUGGESTED. APPRWOLMTE HOLE LOCATIONS, SUBSTRATES: CONCRETE SHALL CONFORM TO AC Xi SPECFICAT10NS. HOLLOW AND GRCUT-FILLED CONCRETE BLOC( UNIT (CMU) S! Wl CONFORM TO ASTM C 0. WOW SHNA BE PRESSURE - TREATED YELLOW SOUTHERN POE WITH AN SO OF 0 SS ALLMNUM SHALL BE GMTS AND BE A MNO,UM OF .100• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND OHS THICK ( 18 GAUOE STRUCTURAL STEEL TO BE AT LEAST .t2V TWOI AND Aft. ALL ANCIgR$ INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL no a, u AHCNORs u+To wood w r BE STEEL, tg.a ss oR.to as trrXusx.aW MULLION mium, No. 5ST05 Q •{F rn,%rc- ORIO5T 080 A LYNIN hlitLER. P.C. FL P. E./ 68705 w W• Olt mM loth t)ab 1411 t•abAirTadar T+-- A Tb« 7eIorO Ob' IrWlb A4sO b T TAw. A T*Wft% km'r ISOO O Nmi lady IabO l O Loft 1s** U" lailO Lsm -z Imo Ise•O u-" um" ym0 fill 11 i11fill) I iif g fat gf gi l= ig g gi ii ig ig Hai ii A) T•.• d• 70a 11• tee 1nw .w ... . _ _ _ Aseflacoaaft Taw 00) mlets an=ft I•dcm s"cmu 1)•m wwftomam 1WEt•UNaoM 1A umm Y1rEke urges I.Or aswAOAM b Nab fa•b WA 1!b a1•b i b r w b WA Mor 1Nu lab AW s1? 141r i•b WA lalob WA tlr WA sur r iMlb WA MoO• WA mr WA r 1•iW a/or W slab IIJ1WA 1a1r WA LO 1.1M r aaDb No" 14004 Oft r 1.W b W W W 11)b 1.4 tNr 1.1w TrOm WAMG T••b WA aWr WA r LW varA Yr WA ter WA r r 1•b l m WA nb WA awNa9llowm om 14W)A11m0.O a11b b Trb W tAb a11r oar WbCrO r•bI aT1r lab Nl; bb 1br a•1/r 1tN b Nrar ATA mr WA r 1R C/ 1F / Amfto a s Na 0.al >m Op1r 1 Attmts O•N' Id ac r Iww w.1or Ab • A•1\1rFd / kteY• 1.tr 1m 0.CJ • FIGURE 1 AIDARD QJp FIGURE 2 BTANOARD CL8 S ANGLEF•BE USED IN PAM FIGURE 4' RtiURE G FIGURE & IMILUM 1) SEE SHEET O FOR INSTRUCTIONS ON USING THE TABLES SEE SHEETS 35 FOR GENERALINSTALLATIONMETHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WDT61S ALLOWABLE. 3) MILLION AND MULLION CUPS SHOWN ARE NOT TO Sella FOR EXACT DMENSIOlNS, SEE SHEET O. HOLES TO BE DRILLED IN THE fIE.D FOLLOWING OUMElLSIONAL RFSTRICT10N3 SHOWN ON SHEET O. FIGLIRE9 SNOW SIIGGE$TE0. AFPRWtpA4TE HOLE LOCATIONa SUBSTRATES CONCRETE SHALL OONFORM TO AC ?DI SPECIFICATIONS HOLLOW AND GROUT -FILLED CONCRETE MOCK UNIT AM SHALL CONFORM TO AMM GOO. WOOD SHALL BE PRFSSUR&TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0 S& ALUMINUAN SHALL BE 600375 AND BE A MINIMUM OF .100' THOL STEEL STUDS TO BE A MNhW GRADE b AND ORS' THU (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12F THU ANDAX ALL ANCIgRS INTO METAL 6NALL EXTEND AT LEAST 9 SCREW THREApg BEYOND THE MATERIAL. no a n2 ANCHOR$ wTo N100o MAr BE STEEL 1B•S Sa OR 10 Sa. USE THIS SHEET FOR CLIPPED MULLIONS USE RECTANGULAR LOADING FOR ALL TEE OR CROSS CONAGURATIQNS, AND ALL ASSEMLIES CONTAINING A SINGLECOUBLE HUNG WINDOW. USE TRAPEW AL TRIANGULAR LOADING FOR ALL OTHERS. w ANCHOR CAP.— I THIS FORMULA TO OBTAIN THE 'ANCHOR ACIY REQUIRED' CORRESPONDING TO AN IIAL PRESSURE RECUUMmENT FOR THE NONE, WHEN R IS LOWER THAN THE MILLON CITY (FROM THE TABLE) OF THE SELECTED ION. IT WILL YIELD A MWIMUAU ANCHOR ICTY WHICH MAY BE USED TO QUALIFY TICkAL ANCHOR OPTIONS FRAM TINE 40R CAPACITY TABLE 12rXaWXMC IAall[f1 uuu/r y LYNN Uu GENSp •'• ;F•P No.56705 0' S iE FSiS OAtEa N- , A. LYI f MILWR. P.E. FL P.E.0 511705 LiarAwLl. __.:2 1) DETERMINETNE CNN PRE45URE RAM to FOR THE OPENING USOO THE ABCE•7 BTANDARD. 2) CHOOSE A pL1110!! TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCPS FRAME Dan% 3) REFER TO OEM "'TO DETERMINE IF THE WIND LOADING 6 RECTANGUL Ir OR 'TRlANGULARltRAPEZOG•. 4) FOOD THE CHOSEN AU ONS MILLION GPAlX1Y 11FA P1 FROM TABLES 2A THROUGH 4A. ON SHEETS 6 THROUGH 8 RESPECTIVELY. USING THE MLLLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT DEPBJDINO 6 THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY)L THE AINED SHALL C®THEx T.Ir FOR TIE OPBt1110 OBTAINED IN STEP 1) 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT OOULW ANCHOR CAPACITY WMMUM THIS VALUE IiT< PRESEN79 THE WDOLMD TRANSFERR® TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FLLL MULLION CAPACITY. 6) FROM THE ARCINOR CAPACITY NLBSI TABLE ON THE SAME SHEET AND USING YOUR A.:LAL SWSiHATE GOIOIiR7N ( MULTIPLE ANROREUWMTrdMX: I )A PATTEi0NMMYAPPLV) SaECTAN ANCHOR CLIP PATTERN AND VERIFY THAT THE RE000tEDANCHOR CAPACITY IS MET. 7) IF THE MLLLMN 66MM G8.WM OBTAINED IN THE TABLE IS HICa1NER THAN THE DESIGN PRESSM R FOR OPENING. YOU my USE TIE /1NCIIlm CAPACITY ADJUS7LIEMT THE FORMULA TO OBTAIN THE LOWER ANCHOR CAPACITY RBOUMM WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTIC/ MAY BE SELECTED FOR THE SAME SLESTRATE 6) VERIFY THE MSIGN PRESSURE RATING NOSIFn FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY OBTAINED FOR THE MILLION SYSML THE ER OF THE TM APPLY FOR THE ENTIRE MILLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS APPROVAL TO APPLY FOR A POW. I 2U100 . 12s STANDARD CLIP 6M76 ALUM. x4ECnON 12V 74M I I 2.12s ucLP I 8OWT6 ANAL 1 Kill xsEcnOH 12sr 9 5. 600' 9. 124-- CUI HEIR TO RE CREATEF4MP, BEE 3TS' MIL OETAL F. SHEET 4 I I I I I I i I I I I I i i USE THIS SHEET FOR CLIPPED MULLIONS I hA-.123' ZO ANGLE CUP 000. 176 ALUM. x- SECTION .125 CENTER OF ANCHOR HOLE MUST LIE WTMIN THE GASHED BOUIOARY. SEE TAILE9 M.0 FOR THE ANCHOR D.C. DISTANCE WA) MUM ANCHOR 14M ONAIdEM • ANCHOR DIAMETER A Ule•. T— Tr-------- 1ANCHORHOLEi I MUST LR WITHIN i THE DASHED BOUNDARY. SEE TABLES 2849 FW THE O. C. DISTANCE MAxOMUM t i I I ANCHOROL HEDIAME• TER ANCHOR i L---------------------- DIAMETER A mr. 11 It STANDARD CUP UCW CENTER OF ANCHOR HOLE OAT LIE /011I~T6 ALUM 6003•T6 ALUM. WITHINwoASHEDBmommy. SEE TOPVIEW TOPNEW TABLES 28-0 FOR THE ANCHOR O C. DISTANCE. MWINUM ANCHOR HOLE DIAMETER • ANCHOR DMMETER • VAC. 31S I ----_-_ II , I I I 1 I I , I I I I I TABLE D DOWSE. CUP 600. 146AWM. TOM" 606ST6 ALU TOPNEW TABLE C Mmtn ) on v4ha (ht) Pm I oMm: F 2.m 1.2W x926• XAW AhwdnM Tu04 mullm 0 o.TEo N tAOD F 1.9301 1 23• X 323• x. 624• Ahankun TLA4 Mullm O 0.5m N 1.49E P 2.62E 126' x 9.M• A24• Ahmhun o t.uc H 1.600 hhn MLam MINI ONma at 1 A NOT MA MUUbn SI/. CBI DBt•1 1I'C+IP 1A.0N Nxl 12Sx923• x.10P(S) 2016D 6681171M 66611YNM 66®ItoM 6IE6T19L 12T x 92S x.Q24• (B) 20111 QW l= 66611291 6l6M11M 6669116M 12Sx& w)t A' 2Dt62 mmllTM AM1121M 416MIM 6M617Y MIN. MIN. 1 lorida Building Code Online r Page 1 of 3 lit RegulationBusiness & Professional Depaltmentif SCIS lone ; Log In ; User Registration tot Topics I subirot surcharge slats a Facts Publications n3C Stair ; OM Site Map I Unks I Search Busines ( Product ApprovalProfessitinal0USER_Milk User Regulation Pronu[t Aeoroval Menu > ProOuet or Aeollratbn SU= > Application Ust > Application Detail FL # FL4904-R7 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archlved Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 615)441-4258 sschreiber®masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method I Option A http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgteluIwHNbbISc... 10/6/2015 Florida Building Code Online Page 2 of 3 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summary of Products FL * Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door 6-8" Opaque 1/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC N1006110.01.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration,Date Impact Resistant: Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FLO128.odf Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE 504A.odf 3'-0" x 6'-8" max nominal size. When large missile Impact Created by Independent Third Party: Yes resistance Is required, hurricane protective system Is NOT required. See DWG-MA-FLO128-05 for details. 4904.2 Wood -edge Steel Slde-Hinged Door 8'-0" Opaque 1/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC N1006110.02.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use In locations adhering to the FL4904 R7 11 FL0129.odf Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE 503A.Ddf 3'-0" x 8'-0" max nominal size. When large missile impact Created by Independent Third Party: Yes resistance Is required, hurricane protective system is NOT required. See DWG-MA-FLO129-05 for details. 4904.3 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC N1006110.0l.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 11 FL0128.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE 502A.odf 12'-0" x 6'-8" max nominal size. When large missile Impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is NOT required on opaque panels, but Is required on glazed panels. See DWG-MA-FLO128-OS. 4904.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC N1006110.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 11 FL0129.ndf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE 501A.odf 12'-0" x 8'-0" max nominal size. When large missile impact Created by Independent Third Party: Yes resistance Is required, hurricane protective system Is NOT required on opaque panels, but Is required on glazed panels. See DWG-MA-FLO129-05. 4904.5 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites Units Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbiSc... 10/6/2015 Florida Building Code Online Page 3 of 3 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-45.0 Other: Evaluated for use In locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile Impact resistance Is required, hurricane protective system is NOT required on opaque panels, but Is required on glazed panels. See DWG-MA-FL0129-05. Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 11 FL0129.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 4904.E Wood -edge Steel Side -Hinged Door Units 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.03.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use In locations adhering to the FL4904 R7 II FL0130.odf Florida Building Code Including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE 502A.odf 12'-0" x 6'-8" max nominal size. When large missile impact Created by Independent Third Party: Yes resistance is required, hurricane protective system Is required. See DWG-MA-FLO130-05 for details. 4904.7 Wood -edge Steel Side -Hinged Door 8'-0" Glazed I/S Door w/ or w/o Sldelites Units Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4904 R7 C CAC N1006110.04.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use In locations adhering to the FL4904 R7 11 FL0131.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE S01A.Ddf 12'-0' x 8'-0" max nominal size. When large missile Impact Created by Independent Third Party: Yes resistance is required, hurricane protective system is required. See DWG-MA-FLO131-05 for details. 4904.8 Wood -edge Steel Side -Hinged Door 8'-0" Glazed O/S Door w/ or w/o Sldelites Units Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4904 R7 C CAC N1006110.04.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +45.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 11 FL0131.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. FL4904 R7 AE 501A.odf 12'-0" x 8'-0" max nominal size. When large missile impact Created by Independent Third Party: Yes resistance Is required, hurricane protective system Is required. See DWG-MA-FLO131-05 for details. Bad, Neat I :: 19e0 North Monroe Street. Tallahassee Fl. 12399 Phone: 850-487-1824 The State of Florida Is an ANEW employer. Copyright 2007-2013 Slate of Florida.:: Privacy Statement :: &&Ugbillty StetemeM :: Refund Statement Under Florida low, email addresses are public records. If you do not want your e-maq address released in response to a public -records request, do not send electonic mall to this entity. Instead, cD.. the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter e55, 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 !mall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an !mall address which an be made available to the public. To determine If you are a licensee under Chapter e55, F.S., please dick h=. Produd: Approval Accepts: dnm® Crc i%,Q E http://www.floridabuilding.orglpr/pr app_dti.aspx?param=wGEVXQwtDgtelulwHNbbISc... 10/6/2015 r-o /fjf SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOS I EVALUATED FOR USE IN LOCATIONS ADIICRIVG TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS. BUT IS REOUIREO ON GLAZED SIOELRES. 3. IN THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED IV ACCORDANCE %ITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. FLASTKS TESTING OF LITE FRAME MATERIAL- TccT nceneenn. SELF IGNITION TEMP RATE OF BURNING AST" 01929 740 'F > 650 'F I 0.77 IN MINAST" 0635 SMOKE DENSITY AST" 02843 13.4R TENSILE STRENGTH- ASTM 0638 7.50% OIFF cn 4500 HOURS XENON ARC Mn iETHOD'i' wtA1MENING 00 00 aoplu oa 0 00 2N • DDOR NIT DOUBLE DOOR UNIT TABLE OF C04TENTS SI IECT DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES ANCHORING LOCATIONS &DETAILS 3 ANCHORING LOCATIONS do DETAILS aq O G 149' W. OVERALL FRAME %VTH 21 " MAX 36 375" MAX O.L.O. I PANEL WIDTH { 37 5" MAX. W/ASrRArAI I FRAME WIO'H DOUBLE DOOR UNIT W/2102ITFS l SINGLE DOOR UN17 SMGLE OpOR zff SINGLE DOOR UNIT W/sID m-s WITH SID 17 WITH ID Ad1NdImwKkW cwftbDNL MOOGa - y Ferie+v'er BT. OxeR J,Lf DOUBLE DOOR UNIT W/SIDEL ITES WHERE WATER INFILTRATION PERFORMANCE 15DESIGNPRESSURERATINGREQUIREDTOBE15XOFDESIGNPRESSURECONFIGMAXWIDTNINSWINGOUTSWINGINSWINGOUTSWWGX37.5 760 -760 76.0 760 19.0 -19.0 55.0 -55.0XX OX or XO 74 7 55.0 -55.0 55.0 55.0 55.0 19.0 -19.0 55.0 -55.0 OXO 112.5 55.0 55.0 55.0 19.0 -19.0- 55.0 -550 OXXO 550 - 50 5 .0 5.0 15. -19.0 55.0 -5.0149550 -55.0 JS.O 0 - 5.0 W-1 sGtG N. T.S. owc er: SW! CNK. or• KURT BALTHAZOR IIIUK+Mo NO.: FLORIDA P.E. OWG_M,I_RO12t156533 SMTET I Or - g 3 SEE OETAi 3" F" 10 x 2" s 2 a 8 x 2-1/2 #8 x 2-1/2" 10 x s/a" 8 x 2-1/2" #10 x I" 0 #10 x 5/8" 10 x 3/4" 10 x 2" DETAIL "E" ASTRAGAL FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLTDETAIL "D" STRIKE PLATE TO FRAMEDETAIL TYPICAL AS SHOWN. fftn INSWING THRESHOLD 0.962' T OUTSWING -HRESHOLD n b WAW EE DETAIL ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE SIRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL T" ASTRAGA O(TA 935 IG (1/0• ip11P. GLASS) W/ OPSIM OECOTYL ACERf1ALUK/2" SIEEL OR 9UM SPACER Vz' erE i— 16 x 1-1/2• P16 OOW 995-" 1:XTERiO8RMEERIOR TYPICAL GLAZING DETAIL ICE N.T.S. IQY!G. 9r: sws CHK. Or or SEE DETAIL C' SIiT 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOAAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST 6E PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1 /2". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1 /2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR # 10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NOA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1 /2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TOTRANSFERLOADSTOS—RUCTURE. 5. MINIMUM DESIGN VALUE STRENGTII Of ANCHORS 171 LOS. L 3 f u N W + Va SEE DETAIL 0' SHT. 2 J 7 w waO3 C m 1 3" 1.50" MIN HARDWARE SCHEDUL 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CEKTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES 25' MACiHIM TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25' MIN 0.25" SMHM CL— v TYPICAL MASONRY ANCHOR INSTALLATION Ad1eIWnbNAlp CbhtWMNL e owe a u) C) 03 V 0 Q Q Q J F= 2 c) W Q z av U-)UZ C W N. T. er: $ BY. W'- w-FLOI J OF