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WS-17-1882Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 102 NE 108 Street Miami Shores, FL 33161-7038 Owner Information Permit NO. WS -7-17-1882 p eU Permit Type: Windows/Shutters r 111 i ork Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 8/3/2017 Expiration: 01/30/2018 Parcel Number Applicant Address 1121360090080 Block: Lot: 102 NE 108 Street MIAMI SHORES FL 33138- 102 NE 108 Street MIAMI SHORES FL 33138- THOMAS STOCKS Phone Cell Contractor(s) Phone FLORIDA HOME IMPROVEMENT (954)792-4415 Cell Phone Valuation: Total Sq Feet: $ 29,176.00 0 411111111114 Type of Work: REPLACE 15 WINDOWS AND 2 DOORS WITH No of Openings: 17 Additional Info: REPLACE 15 WINDOWS AND 2 DOORS WITH Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $18.00 $4.05 $4.05 $6.00 $270.00 $9.00 $24.00 $335.10 Pay Date Pay Type Invoice # WS -7-17-64661 08/03/2017 Credit Card 07/24/2017 Credit Card Amt Paid Amt Due $ 285.10 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of theis.0-h'e to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and i -tEi• onformity with the plans, drawings atements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I a u -spon bility for all wor. :.ne by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIC ill BING, ECH • • • , WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID ' T: I� at{• all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo I�thermore, I authorize the above-named contractor to do the work stated. August 03, 2017 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date August 03, 2017 1 x,10 BUILDING PERMIT APPLICATION 0 BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: 10 2- W & 16 s Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING Master Permit No. RECEIVED JUL 242017 c6-0-1 FBC 20► -1 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS sT-12-eff; 1411-'.( cs/Ft. th1 City: Miami Shores County: Folio/Parcel#: l 12.4'366(59 (D®� Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): Oe -S '$, 6 C[ZS Phone#: 3C5 5 i5-7 ,) 4 Miami Dade Zip: 3 3/ 61 Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: Address:� l 0 - / Le. to n City: Itit,A- i 51#011--3 State: Tenant/Lessee Name: N/A Email: N/A Zip: 'c2)161 Phone#: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE Phone#: 954-7924415 City: HOLLYWOOD Qualifier Name: WAYNE T. BURNETT State: FL Zip: 33312 Phone#: State Certification or Registration #: CGC061890 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Phone#: N/A Address: N/A City: N/A State: N/A Value of Work for this Permit: $ 2-7/ /1-63 Type of Work: ❑ Addition ❑ Alteration ❑ New Description �ofWork: REPLACE L 1 5 ligir41)0 V.S Square/Linear Footage of Work: Zip: N/A ■❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ c CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 295. ( 0 Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature _.. Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 0 day of .5-0 ( , 20 r , by ZA day of 20 by "1-40 o is perso . own to me or who has produced as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ************ tifitiffrffelM /q. :°r ABDIEL R. CASTILLO cr' ;.��` •P EXPIRES: March 6, 2021 Bonded Thru No : Public Underwriters APPROVED BY (Revised02)24/2014) MY COMMISSION # GG 079600 n to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as **************************** Plans Examiner Structural Review µritt MY COMMISSION L LUNN # GG032995 EC Zoning Clerk Miami Shores V,iiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature ; J;;c/6 Date Print Name Property Search Application - Miami -Dade County a OFFICE OF THE PRO Summary Report Property Information Folio: 11-2136-009-0080 Property Address: 102 NE 108 ST Miami Shores, FL 33161-7038 Owner THOMAS M STOCKS Mailing Address 102 NE 108 ST MIAMI SHORES, FL 33161 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4 /3 /0 Floors 1 Living Units 1 Actual Area 2,596 Sq.Ft Living Area 1,366 Sq.Ft Adjusted Area 1,936 Sq.Ft Lot Size 9,272.72 Sq.Ft Year Built 1948 Assessment Information Year 2017 2016 2015 Land Value $232,007 $199,288 $164,338 Building Value $134,746 $134,746 $134,746 XF Value $745 $746 $616 Market Value $367,498 $334,780 $299,700 Assessed Value $103,751 $101,618 $100,912 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $263,747 $233,162 $198,788 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 5 PB 48-21 LOT 8 BLK 209 LOT SIZE 74.780 X 124 1 Page 1 of 1 Generated On : 7/5/. Taxable Value Information Previous 2017 2016 2 County Exemption Value $50,000 $50,000 $50.. Taxable Value $53,751 $51,618 $50.. School Board Exemption Value $25,000 $25,000 $25. Taxable Value $78,751 $76,618 $75. City Exemption Value $50,000 $50,000 $50. Taxable Value $53,751 $51,618 $50.. Regional Exemption Value $50,000 $50,000 $50. Taxable Value $53,751 $51,618 $50. Sales Information Previous PriceSale OR Book- Page Qualification Description 10/13/2009 $100 27044-4700 Trustees in bankruptcy, executors or guardians 09/03/2009 $100 27010-1099 Trustees in bankruptcy, executors or guardians The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 7/5/2017 Florida Home Improvement Associates License No. CGC 0979891 Q34451S 3044 SW 42nd St., Ft. Lauderdale, FL 33312 Job# 11453 `tS Name: /; tl S TOGtS FLORIDA HOME IMPROVEMENT ASSOCIATES Replacement Windows Contract �J �n� q Homs Phone: J04%11 7'V et / Bus. phone, .30 % 757 is -71y / y /OZ Af !& 411 s -r" Address sroward T.I: 954.792-44111 gtiemi Dad. Tek 305.5454445 Fax: 554-792-2170 Web: FHAPRODUCT8.COM Emelt INFOISFHAPRODUCTa.00M H/4/4/ 3314j aty State Zip This Contract is made and entered into this 4-0 day of JL) /-* 2Q//iby and between Florida Hoan•e4Miprovemaa Assodates, Inc, a Florida corporation ("Contractor or "FHA") and owner(s) named above of the residence located at the address fisted above ('Owner). The Work. Contractoragrees to perform the work described below: 1) Remove existing units to be replaced. (NOTE Removed items are likely to be damaged.) 2) Prepare openings as necessary to receive replacement units. 3) WINDOWS: FHA Energy Storm Saver Simonton Vinyl Inautated Install _ Aluminum Insulated._ Aluminon Non -Insulated 4) Doors: FHA Energy Storm Saver Akinihim insulated _ Aluminum NoMnauhdded Pir.ctIons are clewed from the inside. On sliding glass doom Active and Feed Panels are identified. On casements and single Fiendr doors the Mop is idenOSad le Hinge and Left Hinge. On Dm5le4teech Doors the mate active darts ideteMed Impact: ) Non -Impact:( ) Color: VAR,: •. Tan Monte: Grey: mill Fimfk Mille 6Mnss Door AA AF M FAAF AAF a FAA Qty Qtr Qty_ 4MY_ MILL Qtyj iia Qty A.5 FA AF cellona It Qty LH RH SdidaLeasklares RH( ) IA ) netleadlidete Qh� 0 atigaiitINIUSRE RA( 1 LA ) Qty fiteleadt CST - Mkt Qtr i. 31-& Glass: 4QLdtF k MAT W /rid ftR44t,0/ AND Z.0141 e INITIAL HERE Warrantiit Met u acturers we�Nenty sent upon co'mpetldo/n. , W s� 5) Work NOTto be replaced: lTi'3 %0[4100 J 600 PS �%d r DIFF 9 ti( b %2 00 re !tempi stEgE19 6) if applicable, removing flutter panels, and/or security bars. 7) Special Instructions: INmAL HERE -1 8) clearwplob dpttils'and cera tide necesslw pts ilusand lnaxanat 9) if'appticatblerindleevent that Contmmotorlswnblefortvlxdrverreiisa) oGRAPpropespermi*1 1prto omtxiencemsnt of any work. ontactorahaIIorkind anyprmvioyspayi eatendthistrailtsa4tlolkshali teaueortu tallysanoetled. (No finish .workotherthan normal Installation talo be done onw,y saotedbeto Additional . rt: f 1 . _ Ar.a 1 + vn- 6 e44).1 -t- s API 't ,t%., H Witt fie: Contractor shall commence the work withinys after execution of the Contract (the 'Commencement Date') end shalIandeavorto Contract Price $111 G Sales Tax (01) $ (lf applicable) Total Contract Price sq[ 7L complete all Work hereunder within j days after the Commencement Date. The TOTAL PRICE for all Labor and Materials (Including any appsabie discount) is $ a27 / 76 .Do Doyen Payment $ QO Salina Payable $ '4_ / / ji .00 Contractor will provide to Owner a Final Waiver and Release of Lien and Contractors Final Affidavit to Owner, substantially simliarto the forms included in chanter 713. Florida Statues (20051. CAdem� jNO) Owner elects to apply for firandng of the obove stotue lamp sum amount. If yes Is circled see financing agreement and nts Notketo HN;eimisr, M'Maitdagls bebrgobtibied by Ower. 4 Donaler 'benrlmFcove mentesnhactood ldlnMS dntdanamens) In blank.. b). You ere entitled toe copy coffins contract at the lira you sign. Ifeee itto protect your lepd dighb. c).Tbe flomdel documents Radiad to Ws home Improwpem amnia aay amain a mamma er edwwbe enact ■ Nap on your property that could be toredaed on N you de not pay. Oa pre you imderrstand a9 provisions of the mmol and Anamdd documents Moore mode*. This contract contains the entire contract of the parties. It may not be changed orally but only by a signed change order or other written amendment The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the Any aced yew first.above written.. You the Buyer may mad this trangotlon at any time prior to midnight On the third business day after Medd(' ort this transaction. Sea the etteehed notes of cancel n . for en explanation of this tight. Owner. (Signature of Owner (Signature of Owner) 7/6 -/Aund Contractor. FHA By: HailSM(rR66ce/vP3t64-Plc (Name & Tele) -1-D/a-sro 17 Date Home Owners Assodotion Name: Phone#: YES ( ) NO ( ) Building Name: NstS R - rn2.- INSPECTOR NOTE: STRUCTURE WAS DESIGNED BASED ON THE FBC 2014, AND ASCE 7-10, 175 MPH (3 SEC), EXP. C. RISK CAT. 2. INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH 403.1 OF THE EXISTING BUILDING CODE. NOTES 1. ALL SCREWS TO BE STAINLESS STEEL & COUNTERSUNK. 2. ALUMINUM SHALL BE 6063—T6 MIN. 3. WATERPROOFING, BY OTHERS. 4. OPENING SIZE AND STRUCTURE LOAD PATH DOES NOT CHANGE. 5. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE. 6. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA. 7. STEEL COLUMN TO WRAPPED IN 15LB FELT PAPER TO SEPARATE DISSIMILAR METALS WITH ROOFER'S MASTIC AT ALL SEAMS. 7. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. NEW SGD JAMB ATTACHMENT SPECIFIED BY PRODUCT APPROVAL JF Y6" ALUMINUM BREAK METAL. a 7tN01` 2x6xY4" 6063—T6 ALUMINUM TUBE FASTEN TO 3X3 STEEL COLUMN W/ #12x1" SS TEKS SCREWS ® 10" O.C. AND TO 2X4 ALUMINUM TUBE W/ #12x1" SS TEKS SCREWS © 10" O.C. CLIENT INFORMATION FLORIDA HOME IMPROVEMENTS 3044 SW 42nd STREET FORT LAUDERDALE, FL 33312 PROJECT INFORMATION STOCKS RESIDENCE (465345) 102 NE 108th STREET MIAMI SHORES, FL STEEL COLUMN PAD OUT DETAIL SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE — BROWARD — PALM BEACH FL. CA. 1009217 561 — 752 — 5440 OFFICE 561 — 752 — 5542 FAX NEW 2x44" 6063—T6 ALUMINUM TUBE FASTEN TO 3x3 STEEL COLUMN W/ #12x1" SS TEKS SCREWS © 10" O.C. —1— OPTIONAL OPTIONAL EXPANDING FOAM TO BE PLACED INSIDE STEEL COLUMN PAD OUT DETAIL SCALE: 6" = 1'-0" OR 1i" ALUMINUM BREAK METAL. USE 15LB FELT PAPER TO WRAP STEEL COLUMN TO SEPARATE DISIMILAR METALS. ROOFER'S MASTIC AT ALL SEAMS NEW SGD JAMB ATTACHMENT SPECIFIED BY PRODUCT APPROVAL • • • • • •• • ••••G• • •••• • a •••• • • •• •• • • • • • • • • • •• • •••• • • •••• ••• • •• •• •• a • • • •• •••• • •••• •. a • • ••••• • • 1 • • ••• • • • •• • • • • 012 :O '92017 'ATE op •'�� O R 10 P.•. 44/S BONALE.N�0‘ S1 OF 1 • i/ j///////j/// //j/ ////////%///%/ ///// °I 111_0.;. I //// :/// . 1/// /// i /// .......,......... ricomw&Amma-10.. —1— OPTIONAL OPTIONAL EXPANDING FOAM TO BE PLACED INSIDE STEEL COLUMN PAD OUT DETAIL SCALE: 6" = 1'-0" OR 1i" ALUMINUM BREAK METAL. USE 15LB FELT PAPER TO WRAP STEEL COLUMN TO SEPARATE DISIMILAR METALS. ROOFER'S MASTIC AT ALL SEAMS NEW SGD JAMB ATTACHMENT SPECIFIED BY PRODUCT APPROVAL • • • • • •• • ••••G• • •••• • a •••• • • •• •• • • • • • • • • • •• • •••• • • •••• ••• • •• •• •• a • • • •• •••• • •••• •. a • • ••••• • • 1 • • ••• • • • •• • • • • 012 :O '92017 'ATE op •'�� O R 10 P.•. 44/S BONALE.N�0‘ S1 OF 1 • P:=qh-(GCP-GCpi) V (mph) Risk Category Exposure Kd 175 1620 FBC for HVHZ, or Fig. 26.5 -la 11 Table 1.5-1, page 2 C Section 26.7 0.55 Table 26.6-1, page 250 Kzt 1 Figure 26.8-1, page 252 GCpi 0.18 -0.10 0.55 pitch of roof 3/12 140 degrees these 14.0 degrees M Height •• •• • • • • • • • • ••• • • • ••• • • • • • • • • • • • ••• • • • • •• •• • • ••• • • • • ••• Specia0y End eeritr+rgg o su6ants, In 15995 30A e, Suite j2 �oy on Be o , FL 334326 • • •' CA 3x00921 j • • • • • • ••• Intstuctions and limitations of Use • • •• • • • • ••• • I • Wind Velocites in South Flarda • Dade Broward Palm Beach 1kisk Cat. 1 165 156 156 low risk to humans (farms, sheds) Risk Cat. 2 175 170 170 Single Family Residarccs Risk Cat. 3&4 186 180 180 Essential Facilities Charts provide wind pressures based on the mean roof height. And shall not exceed 80'-0". 2 3 • 4 • 5 • 6 7 •• Design pressures are for an enclosed bu6ind"in )shutters or other impact resistance protection required). •serghalltleternSre theS�C _ao! n rohLilfd, ( Ed4e%eght + Roof Peak)l2. End me:eta:ea ittheuor=of:14 of lergtle 10% of width, or 40% of the mean roof height and not less than 3'-0" 15010, %conolonp rt Aro particular zone thenttat component is considered to be in zone with the majority of the area. If questionable then place in Zone 5 Yr_ach.ornpone t, wjpdosr dog, m•Ilion has a trib tary area that s area to be used. Area of components to rounded down but shall not be less than 10 sf. For NQA'sathat re•trire a lid= VD thintiNtip1318Nb values listed herein by 1.18. a Wind pressures are based on Allowable stress design. 9 Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof he ht 30') 10 Charts and values listed herein are only valid when signed, dated, and sealed by Gary McDougle PE #58214 or Mark LeBlanc, PE 535883 or Adam D. LeBlanc, PE#77012 Wind desgn pressures are calculated in accordance with ASCE 7-10, Method 2 12 No reduction s taken for elopes less than 10 degrees. Arca of component Arca of component Arca of compooarl Arca of cornponenl Arca of component Arca of component Arca of component Arca of component Area ofcomponent Area of component Arca of component 10.0 sf 15.0 sf 20.0 sf 25.0 sf 300 sf 35.0 sf 40.0 sf 45.0 sf 50.0 sf 55.0 sf 60.0 sf Zone 4 Zone 5 one 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 15 40.1 -43.4 40.1 -53.6 8.8 42.2 38.8 -51.3 38.4 -41.8 38.4 -50.6 37.9 -41.4 37.9 -49.8 37.5 -41.0 37.5 -49.0 37.1 -40.6 37.1 -48.3 36.7 -40.2 36.7 -47.5 36.2 -39.8 36.2 -46.8 35.8 -39.4 35.8 -46.0 35.4 -39.0 35.4 -45.2 35.0 -38.6 35.0 -44.5 16 -44.0 -54.4 39.3 -42.8 39.3 -52.0 38.9 -42.4 38.9 -51.3 38.4 -42.0 38.4 -50.5 38.0 -41.6 38.0 -49.7 37.6 -41.1 37.6 -48.9 37.2 -40.7 37.2 -48.2 36.7 -40.3 36.7 -47.4 36.3 -39.9 36.3 -46.6 35.9 -39.5 35.9 -45.8 35.4 -39.1 35.4 -45.1 17 41.1 -44.6 41.1 -55.1 39.8 -43.4 39.8 -52.7 39.4 -42.9 39.4 -51.9 38.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 -50.4 38.1 -41.7 38.1 -49.6 37.6 -41.3 37.6 -48.8 37.2 -40.8 37.2 -48.0 36.8 -40.4 36.8 -47.2 36.3 -40.0 36.3 -46.4 35.9 -39.6 35.9 -45.7 18 41.6 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 39.9 -43.5 39.9 -52.6 39.4 -43.0 39.4 -51.8 39.0 -42.6 39.0 -51.0 38.5 -42.2 38.5 -50.2 38.1 -41.8 38.1 -49.4 37.7 -41.3 37.7 -48.6 37.2 -40.9 37.2 -47.8 36.8 -40.5 36.8 -47.0 36.3 -40.1 36.3 -46.2 19 42.1 -45.7 42.1 -56.4 40.8 -44.4 40.8 -54.0 40.3 -43.9 40.3 -53.2 39.9 -43.5 39.9 -52.4 39.4 -43.1 39.4 -51.5 39.0 -42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 -41.8 38.1 -49.1 37.6 -41.4 37.6 -48.3 37.2 -41.0 37.2 -47.5 36.7 -40.5 36.7 -46.7 20 42.6 -46.2 42.6 -57.0 41.2 -44.9 41.2 -54.5 40.7 -44.4 40.7 -53.7 40.3 -44.0 40.3 -52.9 39.8 -43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 -42.3 38.5 -49.7 38.0 -41.8 38.0 -48.9 37.6 -41.4 37.6 -48.1 37.1 -41.0 37.1 -47.2 21 43.0 -46.6 43.0 -57.6 41.6 -45.3 41.6 -55.1 41.2 -44.9 41.2 -54.3 40.7 -44.4 40.7 -53.5 40.3 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 -42.7 38.9 -50.2 38.4 -42.3 38.4 -49.4 38.0 -41.8 38.0 -48.5 37.5 -41.4 37.5 -47.7 22 43.4 -47.1 43.4 -58.1 42.0 -45.8 42.0 -55.6 41.6 -45.3 41.6 -54.8 41.1 -44.9 41.1 -54.0 40.7 -44.4 40.7 -53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 -43.1 39.3 -50.7 38.8 -42.7 38.8 -49.9 38.4 -42.2 38.4 -49.0 37.9 -41.8 37.9 -48.2 23 43.8 -47.5 43.8 -58.7 42.4 -46.2 42.4 -56.2 42.0 -45.8 42.0 -55.3 41.5 -45.3 41.5 -54.5 41.0 -44.9 41.0 -53.7 40.6 -44.4 40.6 -52.8 40.1 -44.0 40.1 -52.0 39.6 -43.5 39.6 -51.2 39.2 -43.1 39.2 -50.3 38.7 -42.6 38.7 -49.5 38.3 -42.2 38.3 -48.7 24 44.2 -48.0 44.2 -59.2 42.8 -46.6 42.8 -56.7 42.3 -46.2 42.3 -55.8 41.9 -45.7 41.9 -55.0 41.4 -45.3 41.4 40.9 -44.8 40.9 -53.3 40.5 40.5 -52.5 40.0 40.0 -51.6 39.5 -43.5 39.5 -50.8 39.1 -43.0 39.1 38.6 -42.6 38.6 -49.1 25 44.6 -48.4 44.6 -59.7 43.2 -47.0 43.2 -57.2 42.7 -46.6 42.7 -56.3 42.2 42.2 -55.5 41.8 -45.7 41.8 -54.6 41.3 -45.2 41.3 -53.8 40.8 -44.7 40.8 -52.9 40.3 40.3 -52.1 39.9 -43.8 39.9 -51.2 39.4 -43.4 39.4 -50.4 38.9 -42.9 38.9 -49.5 26 45.0 -48.8 45.0 -60.2 43.5 43.5 -57.6 43.1 -47.0 43.1 -56.8 42.6 -46.5 42.6 42.1 -46,0 42.1 41.6 -45.6 41.6 41.2 41.2 -53.4 40.7 -44.7 40.7 -52.5 40.2 -44.2 40.2 39.7 -43.7 39.7 -50.8 39.3 -43.3 39.3 -49.9 27 45.3 -49.2 45.3 -60.7 43.9 43.9 -58.1 43.4 43.4 -57.2 42.9 -46.9 42.9 -56.4 42.4 -46.4 42.4 -55.5 42.0 -45.9 42.0 -54.6 41.5 -45.5 41.5 -53.8 41.0 -45.0 41.0 -52.9 40.5 -44.6 40.5 -52.0 40.0 -44.1 40.0 39.6 -43.6 39.6 -50.3 28 29 30 45.7 -49.5 46.0 -49.9 46.3 -50.3 45.7 46.0 -61.6 46.3 -62.1 44.2 -48.2 44.6 -48.5 44.9 -48.9 44.2 -58.5 44.6 -59.0 44.9 -59.4 43.7 -47.7 44.1 -48.0 44.4 43.7 44.1 44.4 -58.5 43.3 -47.2 43.6 -47.6 43.9 43.3 -56.8 43.6 -57.2 43.9 -57.6 42.8 -46.8 43.1 43.4 42.8 43.1 -56.3 43.4 -56.8 42.3 -46.3 42.6 -46.6 42.9 42.3 42.6 -55.5 42.9 41.8 -45.8 42.1 -46.2 42.4 -46.5 41.8 -54.2 42.1 -54.6 42.4 -55.0 41.3 -45.4 41.6 -45.7 41.9 -46.0 41.3 41.6 -53.7 41.9 40.8 41.1 -45.2 41.4 -45.6 40.8 -52.4 41.1 -52.8 41.4 -53.2 40.4 40.7 -44.8 40.9 40.4 • o IMP 36 X 371 /4 (+60/-60) FL #16736.1 521/4X491/4 (+60/-60) FL #16736.1 FHA - DIAGRAM SHEET 3.D y•4 • • ..• • •• .• • . • • • . • • • • • • ••• • • • . • • • • • • • • • • • . • • ••• •. •• • • • . • • • • • • . 52 1/4 X 49 1/4 (+60/-60) FL #16736.1 • ... . . . • • . • • . .• . • . . • • • • • • • 1 •.• • • 521/4X491/4 (+60/-60) FL #16736.1 ••• • . • • • • . • • • . . •.. . ..• . • • •• ••• ••,r V ▪ . •. : • PRODUCT APPROVAL NUMBER: FL #16736.1 OPENING IDENTIFICATIONS•; •:�•• 1. HS 3. HS 5. HS 6. HS 7. HS 8. HS 11. HS 12. HS 13. HS 14. HS 15. HS 16. HS 17. HS . . .. . .... . .. .. . .. .. .... . ••• • • • • . • • • • • • • • .• • •.. • • • 8/11/2016 F rida r) t!at ff�y t�yy�►�,. "i Florida Building Code Online BCIS Home 1 Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stats & Facts 1 Publications ( FBC Staff 1 BCIS Site Map 1 Links 1 Search Product Approval USER: Public User Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL16736-R1 Revision 2014 Approved •••• Product Manufacturer Custom Window Systems Inc. • • • • • • • • • Address/Phone/Email 1900 SW 44th Avenue • • • •• • • • • Ocala, FL 34474• • (352) 368-6922 Ext 255 • • r ! • • • • sbrooks@cws.cc • • • Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc •••• •• • • • • • • • • i••• • •• •••• • • • •• •• •••• • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Iv* Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL16736 R1 COI EvalReo CWS -871B (HS -8200. 74x63. IMPl.odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/CSA/101/I. S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards https://www.floridabuilding.orgfpr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2FlZm6TgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 1/2 8/11/2016 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/15/2015 04/21/2015 04/25/2015 06/22/2015 Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: koick Credit Card Safe securitvMETRICS* https://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obI%2flZm6TgPohLz6ontOaKpvglON 3eNaBBBv3yAgMA%3d%3d 2/2 FL # Model, Number or Name Description 16736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16736 R1 II CWS -871B (HS -8200, 74:I68/4MP).pdf Verified By: Lucas A. Turner 5$201 •••••• • Created by Independent%0 PQrty: Yes•• • •• Evaluation Reports • • • • FL16736 R1 AE DuPont'IdZJb'A 13-0129 2tQdf FL16736 R1 AE EvaIRe eW/6•91►1B (HS -8210, 74x63! 1 IMP).pdf •••• •• • • I FL16736 R1 AE QuanexeMikr 117 NOA :2-4191,7° 02.pdfr•••• Created by Independent ThircT Party: Yes • aaaa a • • 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal S•Irdef•IMPACT7f1.1* x 63", X& • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. •••••• Installation Instruction: • • •• FL16736 • R1 II CWS -869B (HS -8200 11Q G314MP).pdf• Verified By: Lucas A. Tuitier 04)1 TMi Created by Independent Mid Party: Yes• • • : • Evaluation Reports • • FL16736 R1 AE DuPont PVB NOA 13-0129 27.pdf FL16736 R1 AE DuPont SGP NOA 11-0624 02.pdf FL16736 R1 AE EvalRep CWS -869B (HS -8200, 111x63, IMP).pdf FL16736 R1 AE Quanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: koick Credit Card Safe securitvMETRICS* https://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obI%2flZm6TgPohLz6ontOaKpvglON 3eNaBBBv3yAgMA%3d%3d 2/2 URNER • ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871B April 18, 2015 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5`h Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. • • Technical Documentation:•• • • • • • 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Pdrt, FL •••. 2) Approval drawing CWS -871B, signed and sealed by Lucas A. Turner, P.E. • •• •3) Test Reports NCTL-210-3887-1, -1A, -2, and -2A, by National Certified TeItplg LaborgtoriQs, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed;.T.4S 201;2020203 '94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMAIESA :••• 101 /I.S.2/A440 `08 ••••• •••• 4) Supplemental Calculations to support CWS -871B, signed and sealed by Lungv.Turner, P'E. • • Installation: Units must be installed according to approval document CWS -871B.•••••••„ • ••. • •• •• Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -871B • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.271 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`1 Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. #`9‘1,/6( •• . R...•• 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 �• • • • • Lucas A. Turner 2015-04-18 22:21-04:00 • •• • • • • • •••• • • •• •• • • •• • •• • • • • • • • •• ••• • • •• •••• •• • •• • • • • • ••• • • • • ••• HORIZONTAL SLIDER - LARGE MISSILE IMPACT • ••• • • • • • • • • • • • • • • • • 751/4" MAX. OVERALL FLANGE WIDTH 74" MAX. UNIT WIDTH 33" GLASS DLO - • • • • • ••• • • • • • • ••• • ••• • • ••• •• • ••• • • • Ate:;... • •• • • • • 64 1/4" MAX. FLANGE HEIGHT 63" MAX. UNIT HEIGHT • ••• •• 58 13/16" GLASS DLO O C e 8 8 59 9/16" MAX. SASH HEIGHT Ci TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS & GLAZING DETAILS2 EXTRUSIONS & B.O.M 3 ANCHOR SCHEDULE & NOTES 4 INSTALLATION DETAILS 5 • A 33" GLASS DLO 36 5/16" MAX. SASH WIDTH • • • NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OP • 3. CONFIGURATIONS: "OX", "XO". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS -8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 74" x 63" +1- 60 PSF LARGE MISSILE IMPACT Lucas A. Turner 2015-04-11 15:18-04:00 leggin 1% DOW SYSTEMS ��� 1908 SW 44TH AVE. • • • LA, FLORIDA 34474 WW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT n 0 0 H Lu w w m UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: O Z REVISIONS Np RE'r� 0000 Py•cO"ENge. . No 58201 :: 13 sir : 4 ; * .23 STATE OF t 4PtA� ��G�. 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DWG#: CWS -871 SCALE: 1:15 DATE: 10/10/13 REV.: B SHEET 1 OF 5 • •••• • • •• •• • • •• • •• • • • • • •• •• •• ••• • • • •• ••• •• • • •• •• • • • ••• • • • • INTERIOR SECTION A -A • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • •• • ••• ••• •• • •• • • •. • ••• • • •• ••• •• INTERIOR SECTION C -C ALTERNATE FIN FRAME SECTION B -B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 & 36) X HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS 1:20 SWEEP LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIRSPACE 5/16" LAMI 1/8" ANNEALED 090 DUPONT PVB INTERLAYER -1/8" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 1/2" GLASS BITE Caogoni!'►' WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT r • a 0 w 0 2 W W 0 } OD U e UPDATED PER 2 CHANGED EDGE D z 0 zw O W a U w w 0 m O z LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS AND GLAZING DETAIL DRAWN BY: ADE DATE: 10/10/13 DWG 9: CWS -871 SCALE: 1:2 B SHEET 2 OF 5 • •••• •• •• • •• • •• • •• • • • • • • • ••• •• • •• •• •• • •• •• • • • •• ••• •• • • •• • • •• • • • PARTS LIST ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 PART # DESCRIPTION VENDOR MATERIAL H-1497 Reinf. Sash Meet. Rail Keymark Alum H-1699 Reinf. S.B.R./S.S.R, Keymark Alum H-1836 Meet. Rail, Fxd. Keymark Alum H-6052 Sash Top/Bot. Rail Mikron PVC H-6048 Main Fr., SH, w/ Fin., PVC Mikron PVC H-6050 Sash Meet. Rail, PVC Mikron PVC H-6051 Sash Side Rail, PVC H-6049 Main Fr., SH, w/Flg., PVC Mikron Mikron PVC PVC P-3029 Screen Pull Tab P-3033 Screen Spring, SS Summit Hurley P-3113 Screw Support, PVC Team Plastic Rubber P-3218 Screen Frame Allmetal RollForm P-3228 Screen Spline, .155 Dia., Blk. Dapa P-4754 Screen Frame Comer Key P-3342 Seam Sealer, SM -5504 Allmetal Schnee Nylon Silicone P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. FrankLowe Rubber P-3429 Wstp., 0.270 x .187 back FinSeal, Gr Ultrafab P-3539 #8 x 3/4" Square TEK 2 Znc Fastenal Steel P-4730 #8 x 1/2" Truss PH TEK 2 Znc Fastenal Steel P-3752 Cap Plug, 1/2" Hole M&M Nylon P-3783 or 21 P-5250 Spring Lock, Impact, PVC Interlock 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 P-4779 Roller, Tandem M&M Nylon P4051 #8 x 1 1/4 Ph FH TEK, Wht. Fastenal Steel P4069 Keeper, Impact, PVC Interlock P4479 Weep Cover w/ Flap M&M Nylon P4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel P4958 Rotary Lock Sullivan Znc P4952 Keeper, Rotary Lock Sullivan Znc P-4959 Wstp., 0.420 x .187 back FinSeal, Go Ultrafab P4633 Barrel Fastener Fastenal Steel S-1112 Reinforcement, Head Keymark Alum S-1498 Reinf. S.B.R./S.S.R, Keymark Alum S-1776 Roller Track Keymark Alum S-1999 Frame Hook, Head, Impact Keymark Alum S-2000 Panel Catch, Head, Impact Keymark Alum S-6005 Anti Lift Mikron PVC S-6013 Scm. Adapt., w/ Nib, PVC Mikron PVC S-6014 Scm. Adapt., PVC Mikron PVC S-6063 Fixed Rail Cover Mikron PVC 41 42 43 S-6064 Glazing Bead Mikron PVC GLASS SEE SHEET2 CARDINAL GLASS Purfect Glaze "H", SikaFlex 552 Henkel / Sika Silicone LINE ITEMS NOT USED: 33 , • • ••• • • • • ••• • I • • • • • • •� • •?•11/1b' • •� • • 3:/16" ••19^ • • •• ••• •• •• P{r• PE CAIs1E104:• • •• • • • • • •• • • •• • • r'-23/16" 1 5/8 0 3 1/8" PVC SASH MTG RAIL -6050 PVC SASH SIDE RAIL -6051 PVC FRAME FIN -6048 r 1 3/16"1 I 1 5/8" ISI I 1/16" FIXED RAIL - 1836 PVC SASH TOP/BTM RAIL -6052 PVC FIXED RAIL COVER - 6063 6" PLAN VIEW -1999 0 1 V 6" PLAN VIEW -2000 3/16" r1— 3" r 1/2" 1 1 11 SCREW SUPPORT -3113 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. L 1 5/16" 1//1" HEAD IMPACT HOOK - 1999 0 3/16" 5/8" h - 5/i r 1/16" PANEL IMPACT CATCH - 2000 5/8" 1" 1/16" SASH MTG. RAIL -1497 3/16" 3/4" 1/16" S.B.R./S.S.R.-1498 7/6" i PVC GLAZEBEAD - 6064 1/2" r 1 1/8"..{ I I 1/16" CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 Cuagoni WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT F: N 0 0 0 7/16" PVC SCREEN CATCH - 6013 5/16" 1 1/8" 1/16 PVC SCREEN SUPPORT - 6014 3/4" 15/16" 1 SASH REINF - 1699 1 1/4 1/16" ROLLER TRACK - 1776 9/16" L 1/16" GLAZE BEAD - 1112 3/8" 1 5/16" - 1/16" PVC ANTI -LIFT - 6005 B I UPDATED PER 2014 FBC I EMK Lu om A I CHANGED EDGE DIST. NO.:I DESCRIPTION: REVISIONS zz 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DATE: 10/10/13 DWG #: CWS -871 REV.: B SCALE: 1:2 SHEET 3 OF 5 12 1/2" MAX. O.C. (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.) 17" MAX. O.C. (TYP.) Q 3" (TYP.) h 3" (TYP.) • •••• •• •• • • • • •• • •• • • • • • • ••• • • • ••• •• • •• •• •• • •• •• • • • •• ••• •• •• •• • • •• • • • • • • • • • • • •••• • • ••• • • • • • • •• • • • • • • • • • • • • • i EE NOTE • 2• • • 4" MAX. (VP') • �• ••• • 41(W'(VP')- -- O Ir •i • ••ft X I' 1 L �1 INSTALLATION • • ANry-IOR WW1 • • • • • • • • • • • • • • • 8" • SS • • MAX.Oy. • • • • • • • 8" MAX. O.C. (TYP.) O 1 1 X ANCHOR LAYOUT - (FIN) SEE NOTE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FM.A/AAMA10(j(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMANVDMA 250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT w v 0 W W } c0 U m CC a uJ a N 0 W 0 0 w 0 z 0 0 DESCRIPTION: CO O z REVISIONS �pu a Urq ��tp 9! W T t �.`�Q`?. N SFliQ� No 58201 % r. *; T.9"• STATE OF :��' 1#1 • •;0R1S?1 � 2-- 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: ADE DATE: 10/10/13 DWG#: CWS -871 REV.: B SCALE: 1:20 SHEET 4 OF 5 • •••• • • • ••• •• •• •• • • •• •• • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1 MIN. EMBEDMENT SEE TABLE 1 —1/4" MAX. SHIM 1/4" MAX. SHIM SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 05 A VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 • • • • • • s • •• ••• • s▪ • • MIN. EMBEDMENT SEE TABLE 1 1K" MFM(. SHIM • • • • • • • ••• • • *1 INSTALLATION ANCHOR 1ri �! SE6TAKE • •••I • ••�il�� • • • • • • SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 HORIZONTAL SECTION PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME Arvt,nvrc I rr-MoiltIrEMB6011GE DIST. FLANGE CONCRETE (2.0 KSI MIN.) -. -. 3/16" ITW TAPCON .. 1-1/2" 1-1/8" FLANG 1,, • }+ FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILT! KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" FIN 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" • PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4" MAX. SHIM SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER C HORIZONTAL SECTION 5 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Op5 HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. Cogom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Ls" 0 0 a 0 W Q LU W W 0 co co UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: to O Z REVISIONS ,y rQ E NN f T�'���i V• P•• �� F• P�! • • No 58201 :11 * * ;*= • • ice 1:90• •• • STATE OFµ:"4/ t0Rty. \`I. 72- 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: ADE DATE: 10/10/13 DWG A: CWS -871 REV.: B SCALE: 1:2 SHEET 5 OF 5 PRODUCT APPROVAL NUMBER:::::• ... ..... ••• . FL #13010.4 •::::• .. •. OPENING IDENTIFICATIONS; 2. PW . ... . . • • • • •.• • • •••• •••• • • • • • • • • • •• 8/31/2016 r t Florida Building Code Online BCIS Home ( Log In I User Registration 1 Hot Topics 1 Submit Surcharge 1 Stats & Facts 1 Publications 1 FBC Staff 1 BCIS Site Map 1 Links 1 Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc • • • • • •• • Authorized Signature Stephen Brooks • sbrooks©cws.cc • • • •• •••• •••• • ••• • • • • • •• • • • • • Technical Representative Erin Koss •••• ' •• . • Address/Phone/Email 1900 SW 44th Ave. • Ocala, FL 34474 • • • • •••• (352) 368-6922 Ext 291 • • • ekoss@cws.cc • • •' • • • • • • • • • • Quality Assurance Representative Jay Lathrop • • • . • • • • • • Address/Phone/Email 1900 SW 44th Ave. • • Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE '. Validation Checklist - Hardcopy Received Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaBTgJmamdLOFZ98tJc57GZQ%3d%3d 1/3 8/31/2016 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 11/19/2015 11/23/2015 11/23/2015 FL # Model, Number or Name Description 13010.1 PW -8150 PVC Fixed Window PW -8150 PVC Flg/Fin Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: PW -8150, 36" x 72" and 72" x 76" see installation detail for DPs. Large Missile Impact. In HVHZ may only be used up to 30ft above grade. Glass complies to ASTM E1300- 04. Certification Agency Certificate FL13010 R4 C CAC CAR 138-1357.pdf FL13010 R4 C CAC CAR 138-1362.pdf FL13010 R4 C CAC CAR 138-562.pdf Quality Assurance Contract Expiration Date 09/14/2019 Installation Instructions FL13010 R4 II CWS -433C (PW -8150, 72x76, IMP).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R4 AE EvalRep CWS -433C (PW -8150, 72x76, IMP).pdf FL13010 R4 AE Kurarav PVB NOA 14-0916 10.pdf FL13010 R4 AE Kurarav SGP NOA 14-Q91'6•il.odf FL13010 R4 AE Quane»(Mikion) NOA 14.010117 02.pdf • Created by Independent • rd Ffrarty: Y. • • • • • 13010.2 PW -8150 PVC Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8" x 72". Outer lite must be safety glass above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. •••••• PW -8150 PVC Flg/Fin Fixwctaidow, Continuous Head & Sill. • •••• Certification Agency Cerlifid to • • • FL13010 R4 C CAC CO aZ8-01e2. pc •••• FL13010 R4 C CAC CAF3 at-lg5e2.pdf •••• FL13010 R4 C CAC CAR 1ii8-7.6e2.pdf • Quality Assurance Contilct•E'xpiratiofikiaite 08/12/2019 • Installation Instructions • • • • • • • • • • •• FL13010 R4 II CWS -51(113 (PVi-8150, C 1'?Fiii)SL, IMP•l.pdf Verified By: Lucas A. Tuonen68E01 Created by Independent Tnirrd Party: Yes • • : • Evaluation Reports • • FL13010 R4 AE DuPont PVB NOA 13-0129 27.pdf FL13010 R4 AE EvalRep CWS -510B (PW -8150, CONTHDSL, IMP).pdf FL13010 R4 AE Quanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes • • 13010.3 PW -8300 PVC Fixed Window PW -8300 PVC Fixed Window, 120" x 48". Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: PW -8300, 120" x 48", DP = +/- 70 psf. Impact. Glass complies to ASTM E1300-04. Large Missile Certification Agency Certificate FL13010 R4 C CAC CAR 138-258e2.pdf FL13010 R4 C CAC CAR 138-481e2.pdf FL13010 R4 C CAC CAR 138-482e2.pdf Quality Assurance Contract Expiration Date 04/09/2019 Installation Instructions FL13010 R4 II CWS -373B (PW -8300, 120x48, IMP).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R4 AE DuPont SGP NOA 11-0624 02.pdf FL13010 R4 AE EvalRep CWS -373B (PW -8300, 120x48, IMP).pdf FL13010 R4 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes 13010.4 PW -8300 PVC Fixed Window PW -8300 PVC FIg/Fin Fixed Window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact, See Installation Drawings for Max. size and DP's. Outer lite must be safety glass above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Certification Agency Certificate FL13010 R4 C CAC CAR 138-1093.pdf FL13010 R4 C CAC CAR 138-1320.pdf FL13010 R4 C CAC CAR 138-250e2.pdf FL13010 R4 C CAC CAR 138-274e2.pdf FL13010 R4 C CAC CAR 138-457e2.pdf FL13010 R4 C CAC CAR 138-465e3.pdf FL13010_ R4 C CAC CAR 138-534.pdf https://www.floridabui !di ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8F EH 60Vrs5wFsW U kba8TgJm amdLOFZ98tJc57GZQ%3d%3d 2/3 8/31/2016 Florida Building Code Online FL13010 R4 C CAC CAR 138-730e2.pdf FL13010 R4 C CAC CAR 138-739e2.pdf Quality Assurance Contract Expiration Date 04/29/2018 Installation Instructions FL13010 R4 II CWS -159D (PW -8300, 72x76, IMP).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R4 AE DuPont PVB NOA 13-0129 27.pdf FL13010 R4 AE DuPont SGP NOA 11-0624 02.pdf FL13010 R4 AE EvalRep CWS -159D (PW -8300, 72x76, IMP).pdf FL13010 R4 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eLMck a Credit Card Safe sccuritymETRICS •••• • • • • •••• • • • •• • ••• • •• •• • •••• •• • • • •••• • •• •••• • • • •• •• •••• • •• • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkba8TgJmamdLOFZ98tJc57GZQ%3d%3d 3/3 ..TURNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 159D April 18, 2015 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size DP55 or 72" x 76" unit size DP67.5 (DP65 outside HVHZ) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5`h Edition (2014) Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS -159D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3954-01 and -1A, and NCTL-210-3955-01 and -1A, from National'. Certified Testing Laboratories, Orlando, FL, with Testing Performed: AAIVIAMDMA/CSA 101/I.S.2/A440-08, ASTM E1886-05, ASTM E1996-05/09 and TAS 201, 20212t3 194dzTtiS reports 3954-1A and 3955-1A signed and sealed by Gerard J. Ferrara, P.E.l • 4) Supplemental Calculations to support CWS -159D, signed and sealed by Lucas.4. Turner, P.E. • • • •• • •••• • •• • • Installation: Units must be installed according to approval document CWS -159D. • .. •. Limitations of Use: This product: • • • • •••• • .... • May be used in 0 configuration in sizes up to 48" x 72" unit size at design pres4ures of;f/=SS'psf, or in sizes up to 72" x 76" unit size at design pressures of +/-67.5 psf in HV I oi: +/-6S }�sf outside the HVHZ, with max. glass daylight sizes as shown in CWS -159D • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS -159D, with Dupont SentryGlas Interlayer per Miami -Dade NOA 11-0624.021. in DP65 or 67.5 units or Dupont PVB Interlayer per Miami -Dade NOA 13- 0129.276 in DP55 units • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 12-1017.021 1. I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do 1 intend to acquire, nor will 1 acquire, a financial interest in any other entity involved in the testing or approval process of this product. ,t1II111111j<t. ���t 5.10 RE wori • t?-• •�GENs•-• •p t No 58201 = * .• *_ w"31 a ;170.. STATE OF ' is G*(1• i°N A ` ,%�� 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner 7114G AA .10 ,v-)•1,3 AAAA • . • • •.• • • • ••• •• •• •• • • •• • • • • • • • • • • • • • • •• ••• • • •• • • • . . • • • • • • • ••• PICTURE WINDOW - LARGE MISSILE IMPACT 491/4" MAX. OVERALL FLANGE WIDTH 48" MAX UNIT WIDTH 45 1/8" GLASS DLO A 73 /4" MAX. OVERALL FLANGE HEIGHT 72" MAX. UNIT HEIGHT 69 /8" GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ARC HITECTU RAL SHAP ES 2 GLAZING DETAILS 3 SECTION VIEWS 4 EXTRUSIONS & B.O.M 5 ANCHOR SCHEDULE & NOTES 6-7 INSTALLATION DETAILS 8 • • • • • • • • • • • • • • • ••• • • • • • • • ••• • 73 1/4" MAX. OVERALL FLANGE WIDTH • •• • • • • • • ••• • ••• •• ••ItAiD^tit ldfr •• ••• • • • • • • •03I/8" - • • • • @LASS D fj • • • • • • • • • • • • • • 77 1/4" MAX. OVERALL FLANGE HEIGHT 76" MAX. UNIT HEIGHT 73 /8" GLASS DLO O AL NOT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OP • ' . 9EE614ECT 3. CONFIGURATIONS: "0". ARCHITECTURAL SHAPES INCLUDE, BUT ARE NOT LIMITED TO, THOSE SHOWN ON SHEET 2. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE FULLY WELDED. 8. SERIES / MODEL DESIGNATION PW -8300. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 0 = FIXED SASH. 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ANY 48" x 72" +/- 55 PSF LARGE MISSILE IMPACT NON-HVHZ HVHZ ›........_ 72„ x 76” t/- 65 PSF ------ +/- 67.5 PSF Lucas A. Tumer 2015-04-11 15:04-04:00 aaam WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW .0 WS.CC 8300 PVC PICTURE WINDOW IMPACT 0 0 N 0 00 N 0o 0 0 n 0 w Lu w uJ w w w } 0 UPDATED PER 2014 FBC 0 UPDATED, RECERTIFICATION U UPDATED PER 2010 FBC 0 UPDATED PER NEW FBC REQ LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 05/05/07 DWG 4: CWS -159 REV.: D SCALE: 1:20 SHEET 1 OF 8 • • • •• •• • • • • • • • • • • • •• • •• • • •• •• • • ••• •• • • • • • • FULL CIRCLE 1/2 CIRCLE 1/4 CIRCLE • • • • ••• • • • • • • • • • •.'• • •• . • • ••• • ••• OOOOO • • }u& aulssCrOtgl-"j: • • • • • • • • • ••• • • • •• • • � • • • • • • • •• • •• • • • • • ••• •• OCTAGON TRIANGLE • • TOMBSTONE TRAPEZOID NOTES: 1. SEE SHEETS 6 & 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2. THRU FRAME - MASONRY, WOOD OR METAL OPENING. THRU FIN - WOOD OPENING. 3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF RECTANGULAR WINDOWS ON SHEET 1. 4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6 & 7, WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cwS.cc 8300 PVC PICTURE WINDOW IMPACT 0 0 N 0 0 co O 0 w 0 W f - Y Lu W Lu 0 w 0 Y m UPDATED PER 2014 FBC UPDATED, RECERTIFICATION UPDATED PER 2010 FBC UPDATED PER NEW FBC REO 0 0 NO.:I DESCRIPTION: Z 0 w cc ��y`PNOR,i ENSF. v t No .56.8.2W-011"::‘,3 *; 119? STATE OF •Lu: Off. S07,5(0R1P2�. �,SS�ONA,ENS``, 4/11/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ARCHITECTURAL SHAPES DRAWN BY: ADE DWG #: CWS -159 DATE: 05/05/07 REV.: D SCALE: 1:1 SHEET 2 OF 8 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• • • • • • • • •• •••• •• • •• • •• •• • • •• • • 10 1 ILt .cs al 0 11 . .•• . • • • ••• • ••• • • • ••• • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • • • • • • .• • . • • • ••• .• 1" OVERALL. 3/16" ANNEALED or TEMPERED 1/2" AIR SPACE 5/16' LAMINATED 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 1/2" GLASS BITE GLASS TYPE A • t0 1" OVERALL 3/16" HEAT STRENGTH or TEMPERED 3/8" AIRSPACE 7/16" LAMI GLASS 3/16" HEAT STRENGTH .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" HEAT STRENGTH PURFECT GLAZE "H" SIKAFLEX 552 /2" GLASS BITE WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT N O O O o 0 O Q O LL W ✓ W W D W .. Q >- 4C Q CO 0 LL UPDATED PER 201 UPDATED, RECERTIFICATION 0 PER 2010 F 0 0 4/11/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: ADE DATE: 05/05/07 DWG CWS -159 CALE: 1:1 REV. D SHEET 3 OF 8 GLASS MAX SIZE TYPE W x H 55 A 484-Z2...., DP +/-67.5 B 72 X 76 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT N O O O o 0 O Q O LL W ✓ W W D W .. Q >- 4C Q CO 0 LL UPDATED PER 201 UPDATED, RECERTIFICATION 0 PER 2010 F 0 0 4/11/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: ADE DATE: 05/05/07 DWG CWS -159 CALE: 1:1 REV. D SHEET 3 OF 8 • • ••• • • • ••• • •• • • • • •• •• • • • • •• •• •• • • • • • • • •••• •• • • • • • • • • • • • INTERIOR SECTION VIEW A -A • • 00* • • • • 000 • • • • • • ••• • • • • • • •• • • • • • • • • • • • • • • • •rr� • •••• • • ••• • ••• • • • • • • •• • • .• • • ' •• ALTERNATE FIN FRAME INTERIOR SECTION VIEW B -B WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 WS.CC 8300 PVC PICTURE WINDOW IMPACT M N O 0 o O 0 1- Q W W h W W W } m UPDATED PER 2014 FBC UPDATED, RECERTIFICATION U UPDATED PER 2010 FBC UPDATED PER NEW FBC REQ ,, PstOREW T p cpy� .��ctisFGpti.� No 58201 :�1) -v: ;dr. 1.9• STATE OF ,ONA' 4/11/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN BY: ADE DATE: 05/05/07 DWG #: CWS -159 SCALE: 1:1.33 REV.: D SHEET 40F8 • •••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •••• • • • • • .•- PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H -6006B FRAME, PW, MAIN, HEAD NjIKgOIY• . • PVt . 2 H -6006B FRAME, PW, MAIN, SILL £ IK14QN • •PVE• _ 3 H -6006B FRAME, PW, MAIN, L. JAMB MICRON ••FVC • 4 H -6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC 5 H -6006A FRAME, PW, MAIN, FIN MIKRQN. • • PVP! 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASrla :II3E:EIg 7 P-3352 SET. BLK., 85 DUR., 1/8" x 5/8" x 2" LG. FRANK LIVE: E: 3q433ELi 8 PURFECT GLAZE "H", SIKAFLEX 552 HENKERL / SIKA SILICONE 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE 10 S-6064 GLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC 11 GLASS SEE SHEET 3 PVC FRAME FLANGE - H-60068 PVC GLAZEBEAD - S-6064 . • • • • • • .•• • ••. •• • • • • • • • . • • . .• •. • • • • 3/16" FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) SCALE 1:8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.Cws.cc PVC FRAME FIN - H -6006A 3" SCREW SUPPORT - P-3113 8300 PVC PICTURE WINDOW IMPACT I0 CO0 0 0 m a o 0 0 1w - a Lu w H 2 w w w Y m UPDATED PER 2014 FBC UPDATED PER 2010 FBC UPDATED PER NEW FBC REQ U m NO.:I DESCRIPTION: CO 2 0 w 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: EXTRUSIONS & B.O.M. DRAWN BY: DATE: ADE 05/05/07 8: REV.: D DWG CWS -159 SCALE: 1:1 SHEET 5 OF 8 14' MAX. O.C. (TYP.) 6" MAX. (TYP.) 6' MAX. (TYP.) r L 14' MAX O.C. (TYP.) • •.•• • . • •.. •• •. • • •• • •• .• • •• • • •• •• • •. • • • • • • •• •••• •• • • • • . • . • • • • . •.• • • • . •.. EF•NOtg: • • • • • • • • • 4' WAX (Vial • • • 4• IIAX. (TYPO• —1 • • • • • • • ••• • 1 T- • • • • -1— • .• • • . .• •I •• • ANCHOR LAYOUT - (FLANGE) DP +/- 55 PSF NJ• P.S • • • •• • • 8' • • • MAXO.C. • • (N.) • • • • ••• •• 8' MAX. O.C. (TYP.) SEE NOTE 2 O ANCHOR LAYOUT - (FIN). DP +/- 55 PSF INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 8. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT 00 NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) ass¢0119a WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW .0 WS.CC 8300 PVC PICTURE WINDOW IMPACT 0 C.2 c.) O rn N O 0 O o O 0 lL W F 2 W W W m UPDATED PER 2014 FBC UPDATED, RECERTIFICATION UPDATED PER 2010 FBC O w U 0 z Fe c. w a z 0 Da - Q U m W O O Z V] Z 0 ccW LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE & NOTES DRAWN BY: ADE DWG 8: CWS -159 SCALE: 1:20 DATE: 05/05/07 REV.: D SHEET 6 OF 8 6" MAX. (TYP.) 7 5/8" MAX. O.C. (TYP.) 6" MAX (TYP.) — T • •••• • •• •• •• • • •• • • •• •• • • • • • ••• • • • • • • • • ••• • • • ••• • •• • • • • • • ••• • • • • • 4'•MAX (TYP.) • • SEE NOTE 2 • 4.MAi(. • • • .1 7 5/8" - MAX O.C. (TYP.) • ••• • • ••• • • • • •• ••• • • • • • • �F. • • • ••( P • • • • ••• INSTALLATION ANCHOR (TYP.) • i • 8" MAX. O.C. (TYP.) FSE •• 1I I 1l 1 0 I I 1 1x xl ANCHOR LAYOUT - (FIN) DP+/- 65 PSF E NOTE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 8. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS) WINDOW SYSTEMS 1900 SW 44T1-1 AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT 0 m 0 m 0 o 0 0 0 w W 2 W W W m UPDATED PER 2014 FBC O 0 U 0 a UPDATED PER 2010 FBC UPDATED PER NEW FBC REQ Z O Fr 0 0 U m W 0 U m to Z 0 W LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE & NOTES DRAWN BY: ADE DATE: 05/05/07 DWG #: CWS -159 REV.: D SCALE: 1:20 SHEET 7 OF 8 0000 • • 41.60 ♦ • • • • • • • •06 • •• • • • • 0 4141•^.4141 • • • • • • • •• •••• • a • • • •• • 0040 • • •••6 • • • •••• •• •• •• • • •• • • • • • •0• • • • • • • • • • •. } SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW - HEAD BY INSTALLER 114" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 t -i MIN. EDGE DIST. OVERTICAL SECTION 8 SEE TABLE 1 TYPICAL SILL ANCHORAGE • • ••• • • • ••• • •• • • • • • •• •• • • • • • • •• • • • • • •• ••• • • •• • • • • • • • • • • . ••• • • • • ••• • • • • • • • ••• MIN. EMBEDMENT SEE TABLE 1 • • • 1/4i IilQ( 4-IIM — • • • • • • • • ••• • • • • ••• INSTALLATION ANCHOR SLtgAFILE • • • • • • • • ••• • • •• • • • • • • SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 06B HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS F E ANCHOR TYPE MIN. EM FLANGE CONCRETE (2.0 KSI MIN.) 3/16" MN TAPCON 1-1/2" 1-1/8" FROUT-FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" ------� FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON ^ 1" r FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" RW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.06(") MIN. STEEL STUD (33 KSI YIELD MIN) 410-16 HIL11 KWIK-FLEXOR MN TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16 FIN , 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 7/16" PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4" MAX. SHIM SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION OHORIZONTAL SECTION 8 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 WS.CC 8300 PVC PICTURE WINDOW IMPACT L. M 0 N 0 0 a 0 n 0 r- w Lu H w w w 0 w 0 UPDATED PER 2014 FBC UPDATED, RECERTIFICATION UPDATED PER 2010 FBC UPDATED PER NEW FBC REQ 0 U QO 1 -I o. ml cnZ 0 0) D W F ¢' U w w O Z ttttttttttttttt No 58201 "fit I. Lit; **= :9 • STATE OF ? '',e, .COR1t••Gam`.. .,tSStttfONAtttt If � E�0��• 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: ADE DWG 8: CWS -159 DATE: 05/05/07 REV.: D SCALE: 1:2 SHEET 8 OF 8 PRODUCT APPROVAL NUMi3:0R:•::..; FL #16736.2 • • • . • • • • • • • • • • • • • • • • • •••• • •• •••• • • • • • •• •• •••• • . •• • • • • OPENING IDENTIFICATIONS: "••.. 4. HS • 9/5/2016 dbda Florida Building Code Online BCIS Home 1 Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge i Stats & Facts 1 Publications 1 FBC Staff 1 BCIS Site Map i Links i Search CCi.,42FAITAIL= Product Approval USER: Public User Product Aooroval Menu > product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email FL16736-R1 Revision 2014 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc • • • • •••• • • • •• • • ••• • • • • • •• • •••• •• • • • • • • •••• • •• • • •• •• •••• • •••• • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 1 Validation Checklist Hardcopy Received Certificate of Independence FL16736 R1 COI EvalRep CWS -871B (HS -8200. 74x63. IMP).odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/CSA/ 101/I. S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquBobl%2flZm6TgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 1/2 ••• • •• • ••• • • • • • • •• • • • • • • .• • • •• • •••• • •••• • • • • • ••• • • • • • • •• • •••• 1 • • • •• •• • • • • • • • •• • • • •• 9/5/2016 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/15/2015 04/21/2015 04/25/2015 06/22/2015 Back Next • • • . • .• • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 • ••• • • • • • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: itheck Credit Card Safe sccu ri t vM E.TRic s" https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquBobl%2FlZm6TgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 212 FL # Model, Number or Name Description 16736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16736 R1 II CWS -871B (HS -8200, 74x63, IMP).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVB NOA 13-0129 27.pdf FL16736 R1 AE EvalRep CWS -871B (HS -8200, 74x63, IMP).pdf FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal 5lider4IMPACT!1 .11 •x•63", XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions• • • • • • • • FL16736 R1 II CWS -8698.41-1.5r$200 111x61 IQ1P).pdf • Verified By: Lucas A. TujrnNi01 Created by Independent Third Party: Yes • • • Evaluation Reports •• • • • FL16736 R1 AE DuPont Pdd�}OA 13-0329 ii.pdf FL16736 R1 AE DuPont6414,44 11-0624. j)2,df • • FL16736 R1 AE EvalRel;Mi169B (1- 200, 111x6 IMP).pdf • FL16736 R1 AE Ouanex:(4Altrn) NOA 12-1b17 02.pdf •• Created by Independent•rhird P9rty: Yes • Back Next • • • . • .• • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 • ••• • • • • • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: itheck Credit Card Safe sccu ri t vM E.TRic s" https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquBobl%2FlZm6TgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 212 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 869B April 18, 2015 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX 111"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5t'' Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS -869B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-3, -3A, -4, and -4A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 '94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA •••••• 101/I.S.2/A440 '08 • • • • .... 4) Supplemental Calculations to support CWS -869B, signed and sealed by Lu: i A:Turner,'. Installation: Units must be installed according to approval document CWS -869B.•••• • • .... Limitations of Use: This product: . • • May be used up to the sizes and daylight openings indicated in CWS -869B• ••• • • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • • May be used in the High Velocity Hurricane Zone • • • •••• • • In the operable sash, requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13- • • 0129.271, and in the fixed glass requires Dupont SentryGlas Interlayer per Miami -Dade N.O.A. 11-0624.021 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. (2014) Florida Building Code for use in this product. • •• • • • • • • .• .... • •. • . • •• • • • • • Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. 1 do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. 0 RE Vte, % 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner 2015-04-18 • •••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • • • • • • ••• • • • • ••• HORIZONTAL SLIDER - LARGE MISSILE IMPACT • ••• • • 112 1/4" MAX. OVERALL FLANGE WIDTH 111" MAX. UNIT WIDTH 49 15/16" GLASS DLO • • • • • • • • • • • • • • • • ••• • • ••• • AL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED • JOGOMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT • • EDISION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND •• �SRATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED • N ASTM E 1996 PER THE FBC. • • •. • • • •• ••• •� • • • 24 5/8" GLASS DLO • 64 1/4" MAX. OVERALL FLANGE HEIGHT 63" MAX. UNIT HEIGHT 59 9/16" MAX. SASH HEIGHT • • • • • • ••• D e e e 56 /4" GLASS DLO 2715/16" MAX. SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS & GLAZING DETAILS3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 2. GLAZI 3. CONFIGURATIONS: "OX", "XO". 4. D• ESIGN PRESSURE RATING: 9 •-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND • GLASS TABLES ASTM E-1300-04. • • -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS -8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 111" x 63" +7- 60 PSF X 58 13/16" GLASS DLO O X T • • • • • • ••• D e e e 56 /4" GLASS DLO 2715/16" MAX. SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS & GLAZING DETAILS3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 2. GLAZI 3. CONFIGURATIONS: "OX", "XO". 4. D• ESIGN PRESSURE RATING: 9 •-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND • GLASS TABLES ASTM E-1300-04. • • -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS -8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 111" x 63" +7- 60 PSF LARGE MISSILE IMPACT Lucas A. Turner 2015-04-11 15:17-04:00 COASSIM INDOW SYSTEMS 00 SW 44TH AVE. CALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 0 0 otii o D 2 O W¢m UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m a O REVISIONS ttttttttttttttt r ▪ No 58201 " 93 y ▪ *.* :*2 ="a: :¢C :90; STATE OF ;�kr` i T• R� P• Po: .e..:.... 72- 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: TEF DWG #: CWS -869 DATE: 10/11/13 REV.: B SCALE: 1:20 SHEET 1 OF 6 • • • • S ISI • . • . • • . •• •• • • • • . . •• •. . . • ••• . . • ..• . . • .•.• • SSSS •• I• • •S•• .•.. • • • . •• • • • . . • •• • . . . . • •• . • • • • • •••• • • • ••• •• •• • • •• • •• •• • •• • • • • • • • • • • •• •••• •• • •• • •• •• •• • •• •• •• • • •• • • • ••• • •• • ••• • • • ••• • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • ••• • 7/8" OVERALL • • • • • 3/16" ANNEALED OR TEMPERED • •• ••• •• • • . 1/4" AIR SPACE • • • • • • • . •i 7/16" LAMI 3/16" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER —3/16" ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 1/2" GLASS BITE mss GLASS TYPE A FIXED GLASS 7/8" OVERALL 1/8" ANNEALED OR TEMPERED 3/8" AIR SPACE 5/16" LAMI 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT rn 0 0 0 0 w Q w w w >- ,,,,,,,,,,,,,,,,,,,,,, - m UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m O z REVISIONS ,,,, p,,,OREW p ,, : No 58201 '70 T. it= :90; STATE OF :44, i,,,+O�A1 ,,,�� 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: TEF DATE: 10/11/13 DWG 8: CWS -869 REV.: B SCALE: 1:1 SHEET 2 OF 6 INTERIOR • • ••• • • • •• •• • • • •• •• • • • •. •• • • • • • • . ••. • • • . • • • • • ••• • • • • ••• . • • • • • • • • • ••• • • •• ® 1L . • •• • • • fK3 .ka CID • T. iii• • 4i-.1 ��� • •• • • • • • • INTERIOR SECTION VIEW A -A SECTION VIEW B -B SECTION VIEW C -C ALTERNATE FIN FRAME • • • • • ••• HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 & 46) 11 X SECTION VIEW D -D JAMB ROTARY LOCKS JAMB ROTARY LOCKS: - MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS. - REQUIRED ON FIN UNITS. JAMB IMPACT HOOKS (ITEM 42) OR ROTARY LOCKS (ITEM 23) LOCATED AT THIRD POINTS. NOTES: - EITHER IMPACT HOOKS OR ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. - ONLY ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FIN UNITS. HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS 1:20 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 0 0 0 r (00 0 w F - w W W } UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m d z REVISIONS . No 58201 + y�9 St C*:* ;*= :9 • STATE OF ��= ,�'I 0•4 4 R 1 1.." G. u.;, 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN BY: TEF DATE: 10/11/13 DWG #: CWS -869 REV.: B SCALE: 1:2 SHEET 3 OF 6 •.•• . . .•.• • ••• •• • • • • • • •• •• • • •. • • • • • • • .••. • . •• • • • •• • • .• • .••• •• ••.• • • •• •• • • Y • • • • • • • ••• • • • • • • • . PARTS LIST ITEM 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 40 41 42 43 44 45 46 47 48 49 50 PART # H-6049 H-1681 S-6077 P-4638 P-3342 S-1776 S-6013 S-6014 P-4479 S-6064 H-6050 H-6051 H-6052 H-1497 H-1498 H-1699 P-3429 P-3783 P4051 P4069 P-3539 P4958 P4633 P4952 P4779 P-3541 GLASS DESCRIPTION VENDOR MATERIAL Main Frame, SH/HS, Flange, PVC Mikron PVC Fixed Rail, Heavy Duty, Aluminum Keymark Alum Cover, HD Fixed Rail, PVC Mikron PVC #8 x 2 1/2" Ph Mod Truss Type A TEK Ajax Steel Seam Sealer, SM -5504 Schnee Silicone Roller Track Keymark Alum Screen Adapter, Jamb, PVC Mikron PVC Screen Adapter, Head & Sill, PVC Mikron PVC Weep Cover w/ Flap Glazing Bead M&M Mikron Nylon PVC Sash Meeting Rail, PVC Mikron PVC Sash Pull Rail, PVC Mikron PVC Sash Top/Bot. Rail, PVC Mikron PVC Reinf. Sash Meet. Rail Reinforcement, Sash, Side Rail Keymark Keymark Alum Alum Reinforcement, Sash Pull Rail Keymark Alum Wstp., 0.270 x .187 back FinSeal, Grz Ultrafab Lock, Impact, PVC Interlock #8 x 1 1/4" Ph Flat Tek, Wht. Fastenal Steel Keeper, Impact, PVC Interlock #8 x 3/4" Square PH Tek, Wht. Fastenal Steel Rotary Lock Interlock 8-32 x 1/2" Barrel Fastener Interlock Keeper, Rotary Lock Interlock Roller, Tandem M&M Nylon #8 x 1/2" Quad PH TEK 2 Znc Fastenal Steel SEE SHEET 2 CARDINAL GLASS Purfect Glaze "H" or Sikaflex 552 Henkel/Sika Silicone P-3028 P-3218 P4754 P4755 P-3029 P-3033 P-3228 P4772 P-3113 P-3752 S-1577 S-1112 S-2000 P-3748 S-1999 H-6048 S-6055 P-5250 P4730 Set. Blk., 85 Dur., 1/8" x 7/8" x 2" Lg. Frank Lowe Rubber Screen Frame Allmetal RollForm Screen Comer Key Allmetal Nylon Screen Comer Key w/Safety Tab Allmetal Nylon Screen Pull tab Summit Screen Spring Fla. Spring SS Screen Spline Dapa Screen Cloth, Fiberglass Screw Support, PVC Team Plastics Rubber Cap Plug, 1/2" Hole M&M Nylon Impact Hook, Frame, Jamb Keymark Alum Reinforcement, Head, Jamb Keymark Alum Impact Channel, Sash Keymark Alum #6 X 5/8 Ph FH TEK, Znc, Painted Ajax Steel Impact Hook, Frame, Head Keymark Alum Main Frame, SH/HS, Fin, PVC Mikron PVC Roller Track, PVC, (Anti -lift) Mikron PVC Lock, Impact, PVC, w/Flipper Interlock #8 x 1/2" Ph Mod Truss TEK Fastenal Steel 2 11/16" 3 1/8" • • ••• • • • ••• •• .• • • • •• •• • • . • • •• • • • • • • • • ••• • • • • • • • • • • • • •• • fI 0 • 111111111 • • 39161• • • • 31111/8"—•—•m• • 1/16" • 1 7/8" • •• • • •' ••• •• PVC FRAME FLANGE -604'• • • • • • j • • • • • • • C FeltIE Q136048 • • • • • • • • • • • •• • • • • • •..3As�-� IIr X 1 15/ 6" —1 , 1 5/8" 1 5/8" _ v 1 5/8" �� 1/16" 1In11 ,' 1/16" HD MTG RAIL -1681 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC PVC SASH MTG RAIL -6050 PVC SASH SIDE RAIL -6051 PVC SASH TOP/BTM RAIL -6052 PVC HD MTG RAIL COVER - 6077 /- 0 3/16" O 6" PLAN VIEW -1999 O 6" PLAN VIEW -2000 O 6" PLAN VIEW - 1577 LINE ITEMS NOT USED: 4, 38-39 HEAD IMPACT HOOK - 1999 0 3/16" 5/8"�� 5/8" r 1/16" PANEL IMPACT CATCH -2000 0 3/16" 1 5/16 7/8" 11 1/16" ALUM SASH IMPACT HOOK -1577 3/16" 1rr 3" T 1=1=1111111.1I I SCREW SUPPORT -3113 1/2" FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT o o 0 0 CI 5/8" 3/4" L t 1/16" 15/16 SASH MTG. RAIL -1497 3/16" —11 1/16" S.B.R./S.S.R. - 1498 1/16" SASH REINF. - 1699 7/16" 1 1/4" ° 1/16" ROLLER TRACK -1776 PVC GLAZEBEAD - 6064 1/2' PVC SCREEN CATCH - 6013 5/16" 1 1/16" PVC SCREEN SUPPORT - 6014 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 9/11 UPDATED PER 2014 FBC 1 EMK w 0 m CHANGED EDGE DIST. DESCRIPTION: m O Z REVISIONS GLAZE BEAD - 1112 3/8" —15/16" m 1/16" PVC ANTI -LIFT - 6005 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY' TEF DATE: 10/11/13 DWG 8: CWS -869 REV.: B SCALE: 1:2 SHEET 4 OF 6 D W O o* mm c0 -10 >0 DO ▪ x D0 mD -or x0 ,2c 0) 1-1 Z Z _x 1-..< z KO 20 mo ow �z m *o =z om mm m Km =c �o KC) O 30 DS oZ O 9 om mo T:1 00 zr mm mD mo *m cz om mx Om cr' (/l1 HS mz >1- Km ((0o O mm m T O 01 Kz VO >o Zr-11 NH or Zm O-1 m0 m .,z mO 5 Z(0 (1lZ ox xm 0> mO -40 wo m�- 3m 0 Om Z • Z 0 5m 00 -< mx EO m0 0m D1 DS 0D oOm m (DpZ mr 00 O zm m* <m Z rn m1 0O Om m n Om D Mc HO NS MX (0O vm 3D z >z -4 -<0 < zz m • 0o � 0D 0 mr O D 0 m� mO m mm D - D -n cn -n m m o m z O 0 00 0 c m (o0 z - 0 (0 0 1 m m 0 1 c 0 c 1 M 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. m 5. 22 D 0 Z x n DD0 TD x m -1-1m 0- ZZ0 ZZ 000 nD 00m co 00� rr 1 mNS0 rr 0 xo *0c m co mm Op HD M04 Pr cox o xElD _m 0mm Z O- Sx 0 H mic O m m O m D rrTl r m m Omo `t MI DZ -H xe� x c c r Z 03r 0 M < m MEM 00 mr((/_l D Z moo c zm0 D x -1o c m 0 c 1 o00 m m z0 03 000 T cn - OOm D > Cr Z O mxp z0 cn *m >00 2 O ▪ 0 c c Ft co O xo 0 om z co— (n m o Z o ▪ m z x mK 0 mm x 0 00 -I (n ow x cm r OD r H r Z zo O o 00 co • m m O w _1z m S 0 0 mO Z m00 c O m 07 (n c '4 O D Z rn cn m T cn c o MI m x P o • 1 O z O 0 c 07 x• (0 71.1 m -4 m m H x > z M m K z c 3 oD 01- -o r r-or OD or m 0 Oz 0D xz mn x zm -10 S 4 0-1 O m D 0 0 T 0 S 0 O 0 0 1 S D O 1 1 0 0 O Z S 0) (7 D z m m 0 1 0 0 z O (0 cn0 x m a 0 S m D (0 z 0 0 z 0 D 1 x 0 S m m c 31 m S m 0 8 c 0 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. Z 0 m -0 O m X • X I X (NIJ) -1flO.V 1 HOHONV rEr co m • Z DZ p• o, • m • • • Sj •••• • • •••• • • • • • • • • ••• • •• • • • •• • • • • • • • • •• •••• • • • • • •• • •••• •••• • • • •••• •• •• • • • • • • • • • • • • • • • • ••• • •• 1 • •••• • •• •• • • • • • • • • •• •• •• • • •• • ••• •• •• • • • • • • • • ••• • • • SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 • • ••• • • • MIN. EMBEDMENT • • • SEE TABLE 14v • 1/�,X. SHIM • • • • • • • • • _ • W: • • .. Ji 11 INSTALLATION ANCHOR • • • • 11I • SEE TABLE 1 • •• • • •JL HORIZONTAL SECTION • SUBSTRATE BY OTHERS •SjF•TABLE 1 • ' i • • MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAM ANI,HUH I YPE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" FLA .• 1 „ 11 • Ii '" •k FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTFIACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILT! KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4" MAX. SHIM SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER 06 C HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 6 O HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. Ciageopo WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT O W W 0 W Y UPDATED PER 2014 FBC HANGED EDGE DIST. DESCRIPTION: O Z REVISIONS .,`%%%%%%joREW ���VQ-.•�\GENS�•'Q2�. —.4. No 58201 :1) ▪ *: :*• • : :ccs_ :91 STATE OF :14/:".• OR ';%0\ 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: TEF DATE: 10/11/13 DWG #: CWS -869 REV.: B SCALE: 1:2 SHEET 6 OF 6 PRODUCT APPROVAL NUMBER:.... • . NOA #15-1210.01 . . • . . • .. . .... . .. .. . OPENING IDENTIFICATIONS: .:. ... .. . 9. SGD 10. SGD . • . .... • • .. MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ••••• DESCRII'TION: Series "5570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.)E • •••• •„• • • • • APPROVAL DOCUMENT: Drawing No. MD -5570.0, titled "Vinyl Sliding Glass Deer VOA (LM)” sheets b • through 21 of 21, prepared by manufacturer, dated 10/05/15, signed and sealed by A.1 Mi'Mi11er P.E. • bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Aceppe nurpbe and • approval date by the Miami -Dade County Product Control Section. •••• • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • •••• • • Limitations: •• 1. See table 1 (sheet 7) and table 2 (sheet 8) of this approved drawing set for applicabliSGD ftritsizes, • design pressures, reinforcements types, glass types, sill riser (detail sheet 4) add anchor requirement4 • 2. Rigid White PVC, Tan (Non-white) Rigid PVC and Brown coated (Painted or laminated) whits Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any. other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA #15-0409.02 and consists of this page 1 and evidence pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI -RADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamid ade.gov/economy MIAMFDADE COUNTY i? APPROVED NOA No. 15-1210.01 Expiration Date: April 14, 2021 Approval Date: March 3, 2016 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD -5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. • • •"• 4) Large Missile Impact Test per FBC, TAS 201-946.. • • : • • • • • . . • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203.941. • • • • 6) Forced Entry Test, per FBC, TAS 202-94 • along with marked -up drawings and installation diagram of vinyl sliding gjiss doox; phparedbx ..• Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11/06/15,,signed andsealed.b .. • • Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016)• • • • •••• • 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 • • .• 2) Uniform Static Air Pressure Test, per FBC, TAS 202 94 • • • 3) Water Resistance Test, per FBC, TAS 202-94 • • • • : • • .• • 4) Large Missile Impact Test per FBC, TAS 201-94 •• 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16) 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6). Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 15-1210.01 Expiration Date: April 14, 2021 Approval Date: March 3, 2016 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass doot,prepared j • •. Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04745; ssgned•aril sealed by • Idalmis Ortega, P. E. (Test report revised on 02/15/2016) 7. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 2)0941 : '..' 3) Water Resistance Test, per FBC, TAS 202-94. • • •••• 4) Large Missile Impact Test per FBC, TAS 201-94" •• •' • 5) Cyclic Wind Pressure Loading per FBC, TAS 20$-94 : • • • 6) Forced Entry Test, per FBC, TAS 202-94 •. • . . along with marked -up drawings and installation diagram of vinyl sliding g1aSs dolt; prepared'by • Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.04) 8 Additional test report No. FTL 6637 (samples A-1 tlu-u A-5) per TAS 202-94, issued by Fenestration Testing Lab, Inc., dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.09) • . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/1 Sand last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies with ASTME-1300-02, -04 & -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E-2•• Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 15-1210.01 Expiration Date: April 14, 2021 Approval Date: March 3, 2016 •• • •••• • • •••• • • •. • • ••• • •• • • •• • • • • • • • •• •••• • • . • • •• • • •••• •• • ••.• • • • •••• •• •• • • • • • • • • • • • • 1 • • • • • • ••• • •• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their "White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their "VE 1000 Tan (Non -White) Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their "Brown Coated (Painted or Laminated) White Rigid PVC", expiring on 09/30/19. 4. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glass ® (Clear and White) Interlayer", expiring on 07/04/18. 6. Notice of Acceptance No.13-0129.27 issued to Kuraray America, Inc. for their ;Jpjacite PVB Interlayer", expiring on 12/11/16.:::''; •• •• • • • F. STATEMENTS • 1. Statement letters dated 12/09/15 indicating compliance to FBC 201440 Editicti4)1and • "Na • financial interest", prepared by PGT, signed & sealed by Lynn Millet; P'E. • • • • • 2. Letter of lab compliance, part of the above test reports. • • •• G. OTHER 1. Notice of Acceptance No. 15-0409.02, issued to PGT Industries, for•tlieir Series:557.0/27'1$" • •; Vinyl Sliding Glass Door (Reinforced) — L.M.I.", approved on 06/18/15 and expiri ig on 04/14/16. • •• • • • • •• Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 15-1210.01 Expiration Date: April 14, 2021 Approval Date: March 3, 2016 E -3 •••• • • •••• • • • • • • • • ••• • •• • • • •• • • • • • •• •••• • • • • • •• • •••• • • •••• • • • •••• 0• •• • • • • • • • • • • • • • • • • • • • • • • ••• • •• • • •• • •••• •• •• • • • • • •• • • • • • • • ••• • • • ••• • • • •• • • • • • • • • • ••• •• • •• • • • • • • • • • ••• SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR... INCLUDING POCKETS & 90°1135° CORNERS :: .' • • • • • • • ••• GENERAL NOTES; • • •• • 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. • • • • • • 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300.• • • •• 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUST. i1�1TIERIAtS • • • INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DIS MIr/ rATETALL •• SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). e • • • • • • • 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. • • • • • a • • 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 0)REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON-WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID REFERENCE - • - -6337, 6338. 8846-8849, 8652 & 8717; - 06-10231; E 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUD HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY VISION EXTRUSIONS. LTD. HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, COMPONENT REQUIREMENTS). 8 e . ; - ES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLI 9) DRAWING e - - : c • --GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBST - 10) THE 6570 SERIES SLIDING GLA - - ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTAL- LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BULDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASS/REINFORCEMENT. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A -D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENING'S REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 8) ADDITIONALLY, GUIDELINES EE THEEXAMPLE ON SHEET 0. SET. • Gnaw ' •49111107 • 8ubdrale Frame Member Min. Edge Distance Mln, Embedment • •' P.T. Southern Pins Head!SWJemb 9118' 1.318' • • (80=0.55) P -hook W18' 1318' • OW, steal SM9 Aluminum, 8083-T5' Hoad181WJemb 3/8" 1/8' • • • (G8) or 410 S.S. (0125' min. thickness) P -hook 3/8' 118' SMS, Sleet, A36" HeadfSOVJamb 3/8' 0.060" (rel°. 11 (0.067 min. thloknesa) P -hook Sr 0,080 A r' threads/In) Steel Stud, A653 Gr. 33' Head illblamb 318' 0.071' (14 Ga.) • " (0.071' min. thickness) P -hook 318" 0.071' (14 Ga.) • 114' Elco P.T. Southam Plne Jamb 1" 1.318" • Macon (80.0.65) P -hook 1' 1318' e • • • %4' Elco 410 P.T. Southern Pine Head/SWI/Jamb 1' 1-3/8" S.S. CreteFlex (80.0.66) P -hook 1' 1318' 8 812, steal wood screw G6)S,�, P.T. Southern Pine 66 Heed/SWJemb P lamk 9116" 9119' 1-3/8' ++2"7 P -hook 1' 13/8' Concrete UV Elco mIn.285ksI) Head/816/Jamb 1-3118" 1418" 1 Ulrecon UntranIt8MV1, •e'Mh e' 4M1'--' (ABTA C-90) P -hook 1' 1.1/4' Ungrouted CMU, Jamb 1.3/4" 1.1/4' 1/4' Eloo 410 (ASTM 090) P -hook 1.3/4" 1-114" C 8.8. CreteFlex Concrete (min. 3.356.1) HeadISIWJemb 1.3/18' 14/4' P -hook 1' 1-3/4' Carteret* 11eed/SIUJemb 1.1/2' 14/8' (min. 2.22 ke0 P -hook 1-1/2' 1-3/8' 1/4' Elco 18-8 Ungroi/ed CMU, Jamb 7 1-1/4" B.S.Ag9re-Gelor (A8TMC-90) P -hook 7 1-1/4' P.T. Souther Pyne Head/SWJamb 1' 1-18' (8(3.0.65) P -hook 1' 1-318" Concrete IleaWSWWamb 2-112' 13(8' 1/4' Eloo (min. 2.85 MI) P -hook 2-117 1-3/8' - Ultrecon Ungrouted CMU, Jamb 2-112" 1-1/4' O (ASIM C-90) P-bok 2-112" 1.1/4' Concrete HeadlSWJamb 2-1/2' 1.3/4' 114' Moo 410 (min. 3.35 kW) P -hook 2-117 1.3/8' 8.5. CreleFlex Ungrouted CMU. Jamb 2-1Y2' 1.1/4' (ASTM C•90) P -hook 2117 1-1/4' STANDARDS USED: 2014 FLORIDA BUILDING CODE (FBC), 6TH EDITION ASTM E1300-09 ANSIUAF&PA NDS -2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM -2010 AISI-S100.07/S2.2010 • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FOR STEEL STUDS, MIN. FU=45 KSI & MIN. FY=33 KSI. NGROUTED CMU" VALUES AY BE USED FOR GROUTED CMU APPLICATIONS. GENERAL NOTES 1 EXAMPLE CONFIGS 2 INSTALL DETAILS. ..... DP/ANCHOR TABLES 7-8 EXAMPLE 9 GLAZING DETAILS.... 10 ANCHOR LOCATIONS 11-16 PANEL TYPES 17 EXTRUSIONS 18 ACCESSORIES 19 SCREEN DETAILS 20 PARTS LIST 21 IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 & 8 CERT. OF AMR 829298 VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 GENERAL NOTES J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1000 a• 1 SGD-6570 NTS 1 OF 21 MD -5570.0 A PRODUCT RENEWED as complying with tho Florida B uilding Code NOA-No. 15-1210.01 Expiration Date 04114/2021 B y Miami -D• Product Control •N‘c\01 . YNN 41i ��''�. tt '��O !7 i :•''b1CCN$706:5 tc'P 58705 5) STA 15 / 4, (i I 1 h A. LYNN MILLER, P.E P.E.e 68705 • ••• • • • ••• •• •• • • • •• •• • •• • • • • • • • • • • •• •••• •• • • • • • • • • • • • • • ••• • •• •• • • ••• MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1� MAX. UNIT HEIGHT PER TABLES 1 i-_ 1 PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1 & 2 f MAX. UNIT HEIGHT PER TABLES 1 & 2 NOM. PANE PER TABL MAX HEI PER TAE MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 f MAX. UNIT HEIGHT PER TABLES 1 & 2 • ••• • • • ••• • • • •• • • • • • • • • VIA. ES PANW H i•• RERTA 1 2 1 IL,UNIT • I'• i� • • vol. • • IV R,• • PEI! MBLES•1& 2 Ibexd IC • • • • J• • •••t•• MAX. UNIT WIDTH MAX. UNIT WIDTH 5 -PANEL CONFIGURATIONS L WIDTH MHV, VIII{ WWI 11 - 4, v .ES1&2 UNIT GHT LES 1 & 2 i Ii II Il 4 I CR Ur AAL WY g 7 -PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 MAX. UNIT HEIGHT PER TABLES 1 & 2 It cooer NOM. PANEL WIDTH PER TABLES 1 & 2 f 0 -PANEL CONFIGURATIONS MAX. UNIT WIDTH — 4 -PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES1 &2 MAX. UNIT HEIGHT PER TABLES 1 & 2 CORNER, TYP. om•McoRRrasnowR.Romeconvertsuu w EE xore 2. TINS MAX. UNIT WIDTH MAX. UNIT HEIGHT PER TABLES 1 & 2 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135' CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. 6) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.056 FT' I—SHEET NUMBER 8 -PANEL CONFIGURATIONS "X" = OPERABLE PANEL "O" = INOPERABLE PANEL "p" = POCKET CERT. OF AUTH. #28298 DLO WIDTH = NOM. PANEL WIDTH -8.9/18" DLO HEIGHT - DOOR HEIGHT -11-1/18' PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR NOA (LM) �I 10/05/15 EXAMPLE CONFIGURATIONS 1s 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 4 A J ROSOWSKJ it dQ PRODUCT RENEWED as eomplyln with the Florida Building Codo NOA-No. 16-1210.01 Expiration Date 04/14/2021 B y W and- Product Control SGD-5570 1 NTS 20F21 14 MD -6570.0 • • ••• • • • ••• • • •• • • • • •• • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• • • • ••• CONCRETEICMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, •: EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & • NOTE 3, BELOW • EMBEDMENT ANCHOR PLATE AT EVERY ANCHOR LOCATION DETAIL Al THRU 1X WOOD INTO MASONRY DETAIL B1 • ••• • • • • • • • • • • • • • • • • • ••• ASTRAGALS FACING At♦. ••• MAX 28.O.C. • •• ••• ••• ••• •• •• • FRAME WIDTH • • • • • REQUIRED IF DOOR HEIGHT 18 OVER 06' • • • • ••y • • • • ! 14" EDGE ...•IL f _ 'jI.• DETAIL C1I INTERLOCK DETAIL D1 INTO METAL SEE NOTE 8, THIS SHEET L HORIZONTAL SECTION (XXX SHOWN) SEE NOTE 6, THIS SHEET 1/4" MAX. EMBEDMENT 08 X 3/4" SMS REINFORCEMENT SCREW; 7 PER STILE, LOCATED AT CENTERLINE AND B", 9' & 12" FROM ENDS (FACTORY INSTALLED). 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE A, SHEET 1 & NOTE 3, BELOW EDGE DISTANCE �I 1�I= �■�1���1.`.� SEE NOTE B, TW3 SHEEP :°iIt!- ° Mrimi rl�l_r"y 1111 b'I e9 1 w -ms- irriI PANEL WIDTH 1/4" MAX.' EMBEDMENT NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES. SEE TABLES 1 & 2. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 6) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 8) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL RL� FOR REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF INTED I ONLY THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD 7) SEE SHEET 20 FOR SCREEN DETAILS. EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW HORIZONTAL SECTION (XO SHOWN) REINFORCEMENT TYPES (SEE NOTE 6, THIS SHEET) FOR ALL LOCKSTEP -8, ASTRAGALS, FIXED • STILES AND HORIZONTAL RAILS 27 CONCRETEICMU PER ANCHOR REQUIREMENT FIXED PANEL CLIP & ANCHORS, SEE DETAIL SHEET 19 DETAIL B2I ASTRAGAL 11 FACING INT. METAL TYP.. SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DISTANCE EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW I EXTERIOR L ASTRAGAL MAY BE INSTALLED IN EITHER INTERIOR OR EXTERIOR DIRECTION. ALL PARTS IDENTICAL. t HD CERT. OF AUTH. 029296 VINYL SLIDING GLASS DOOR NOA (LM) INSTALLATION, HORIZONTAL X SECT. 111 10/05/15 J ROSOWSKI PRODUCT RENEWED as complying with th• Florida B uilding Cod• NOA-No. 15-1210.01 E xpiration Date 04/14/2021 By MI.mI- NII•ml- rcduct Control 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1000 1 1 SGD-55701 NTS III 3 OF 21 III MD -5570.0 g Attipi ti`2�•"��cENSF''••"F NQ. 55705 : v4= TE F ''711111111\1 A. LYNN MILLER, P.E. P.E.068705 • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • • •• • • • • • • • •••' • •• •• • • • • '• •• •• • • ••• DETAIL El INTO MASONRY 1X BUCKSTRIP CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1 & NOTE 3, THIS SHEET EDGE DISTANCEr • • •• • QETAU_V •• • ... • • INFO WOOFS • • • • • • • • • • ••• • • 2X WOOPBU KSTRIP 0� JYp ANQ-IOR T EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET EDGE 1 & NOTE 3, THIS SHEET DISTAw • • • •• ••• •• • • • '1 • •. +. EMBED- • • • • ..=.,T � 4t ;• EMBEDM& T rfaTh - ` t!I 0 O ANCHOR PLATE AT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT 1/4" MAX. 1X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 FOR LOCKSTILES, ASTRAGALS, FIXED STILES AND HORIZONTAL RAILS FRAME HEIGHT SEE - NOTE 6, THIS SHEET EXTERIOR, �i I I rrir°ANCHOR NOTENEEDED,SEE ® oiiiiii 5, SHEET 1 �- ' O --i EMBED- MENT EDGE DISTANCE CONCRETE/CM PER ANCHOR/ DETAIL FI SEE TABLE A, REQUIREME T Q ,. EET 1 & NOTE 3, HIS SHEET 1/4" MAX. ■ 6 A PANEL HEIGHT EXTERIOR CD I II�I`I�'i 0 Q qt O 1/4" MAX. #8 X3/4" SMS REINFORCEMENT SCREW; 3 PER RAIL, LOCATED AT CENTERLINE AND 9" FROM ENDS (FACTORY INSTALLED) r EMBEDMENT EDGE STANCE?, SILL RISER VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7&8. #42 SHOWN CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE DISTANCE EMBEDMENT 1/4" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET DETAIL E4 INTO METAL DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 EDGE DISTANCE EMBEDMENT 1/4" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES. SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 6) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL REINFORCEMENTS ARE APPROXIMATELY THE FILL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. #43-45 ALSO APPLY 2-1/2" =TOTAL SILL HEIGHT TYP. ANCHOR TYPE, 1 ` EMBEDMENT AND 2X WOOD BUCKSTRIP OR\ EDGE DISTANCE FRAMING, SEE ANCHOR PER SUBSTRATE, NOTE 3, SHEET 1 DETAIL F2 INTO WOOD 030--.4...- SILL RISER �(2-1/2" TOTAL SILL HEIGHT) 1.91 .060 -O SILL RISER 1(3-1/2" TOTAL SILL HEIGHT) 3.464 DLO WIDTH = NOM. PANEL WIDTH -8-9/16" DLO HEIGHT = DOOR HEIGHT - 11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2' .300 --..-I tF 2.947 1 11 4.041 .060+ - SILL RISERSILL RISER TOTALTOTAL SILLHEIGHT)OSIL�EGHT) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET CERT. OF AUTH. 120206 VI ' G GLASS DOOR NOA (LM) 10/05/15 INSTALLATION, VERTICAL X -SECT. 119-] J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 PRODUCT RENEWED as complying with the Florida Building Cods NOA-No. 15-1210.01 expiration Date 04/14/2021 ay . Miami- ' a • '' roduc ontro 1 SGD-5570111 NTS 1111 4 OF 21 MD -5570.0 ```TI,,,..,,,lir, `\ ` 0 LYNN N!l(/C 0, •. ���?G ‘cENS. i T * , �, 58105 iY` ▪ : • '•Q Ij 16 - <ci— ) S/ONN- ���` A. LYNN MILLER, P.E. PFJ 50705 • . ... . . . eee .. .. . . • .. .. . • • . • . e e e • . • . . ... . • . • . . . • . . . • . ... • • • . ... p47 N - o INTERIOR 0 _ o r irp= EXTERIOR 135' DETAIL G1 136' INSIDE CORNER • ••• • • • •. . . • • • • . • • . MAX 18.6 O.C. • • 1 •. • . . • • ... • ••• INTERIOR MAX 3.5` 0.C. SEE BHF,EZ 19. • • • • . • • • ... • • .. . • • • ... .. MAX 35'OC SEE SHEET 19 EXTERIOR o.°01 MAX 185' O.C. � 8'O.C. oo `� DETAIL H1 90' INSIDE CORNER MAX 18.6" 0.0 EXTERIOR 0 DETAIL G2 136• OUTSIDE CORNER MAX 18.6' ©o `,--_ _-1 - MAX 3.6' O.C. SEE SHEET 19 000 fl AAA DETAIL H2I 90' OUTSIDE CORNER INTERIOR BEE SHEET 19 NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 16 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR. DEPENDING ON CONFIGURATION. EXTERIOR CERT. OF AUTH. 829298 VINYL SLIDING GLASS DOOR NOA (LM) A 10/05/15 CORNER ASTRAGAL HORIZ. X.SECT. J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1800 a EXTERIOR PRODUCT RENEWED se complying with the Florida B uilding Code NOA-No. 15.1210.01 E xpiration Date 04/14(2021 roduct Control 1 SGD-5570 NTS ( 5OF21 MD -5570.0 0%1'1111;1,0f M ��I LYNNl(���i�� �� J .16. SE I.Io. 56105• SlONF\\;0' A. LYNN LER. P.E. P.E.. 58705 IDETAIL 12 I INTO MASONRY IDETAIL 14 I INTO WOOD • •••• •• •• • • • • • •• • • •• • • • • • ••• ••• • • ••• • • • • • • ••• •• •• • •• • • • • • • • • • • • • ••• OPTIONAL NON- STRUCTURAL ANCHORS FOR INTERIOR POCKET JAMB INTERIM TA1tl IMI MASONRY • • • • • • • • a • • • • ••• • • • • E!f • • • ••• • •• • • • • • • • • INTERIOR POCKETS MUST INCLUDE A NON-STRUCTURAL, FRAME JAMB TO REDUCE THE POSSIBILITY OF WATER INFILTRATION. POCKET BY OTHERS. SEE NOTE 6 BELOW. SEE FIG 1, TI -US SHEET T11P!AI•&CHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, • • • • SHEET 1 & NOTE 3, BELOW • • •• • • • • • • s ••• •• G] EXTERIOR" +' TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE A, SHEET 1 & NOTE 3, BELOW METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BEA MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 INTO METAL EDGE DISTANCE INTERIOR POCKET OPT. EXTERIOR b OPT. ANCHOR CONCRETE/CMU PER ANCHOR REQUIREMENT CONCRETE/CMU PER ANCHOR REQUIREMENT SEE FIG 1, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELO OPT. ANCHOR EMBEDMENT 1/4" MAX. SEE FIG 1 THIS SHEET EXTERIOR POCKET NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 6) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 8) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND 15 TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EMBEDMENT EXTERIOR POCKET EDGE DISTANCE FIGURE 1 INTERLOCKS AT POCKETS: FOR DOOR HEIGHTS 96" AND LESS: FOR DOOR HEIGHTS OVER 96" 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 ceroo OPT. ANCHOR �•_o � 0' 1/4" MAX. SEE FIG 1. THIS SHEET 111 1E oiler EXTERIOR O `flJ 2• EXTERIOR POCKET CERT. OF AUTH. #20250 $I 10/05/15 J ROSOWSKI ALUMINUM SLIDING GLASS DOOR NOA (LM) P -HOOK EXAMPLES, HORIZ. X -SECT. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941).480-1600 PRODUCT RENEWED as complying with the Plaids Building Cods NOA-Na. 15-1210.01 Expiration Date 04/14/2021 &t l/ tNlaml uet Control 1 SW -55701 NTS It 6 OF 21 11 i MD -5570.0 • • .••• • • • •• • • • • ••• • •• • • • • • • • • • • •• •••• • • • • • •• • •••• • • • • • •••• • • • • • • • • • • 1 • • • • • • • • • • • • • • • ••• • •• • • .•• .• •. • • •. •• • • • • • • • • ••• • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • • • • • TAt3Lt 1: Design Pressure (DP) and Anchor Quantities ItttluiltA,: • • • • (for all approved oontlguratlons on Sheet 2) • • • • •• • • • Use ibis table for. • Door Unit HjphV • • • •• Glace Typea 1, 3 Of 5 80" 84" • •gb+ • Astragal Reinforcement #29 68-16/15' DLO Height 72-15/16' DLO Height 84-15/16" DLO Height Lookstile Reinforcement #26 or #28 Anchor Group Anchor Group Anchor Group Std. Interlock Relnbroement #27 A B C 0 A I B I C • i54• 11• C :I•13 -' 24" 45/8" Design Pressure +00/ 80p/ +60/-80paf • ••+6Ar 68801 • . 19-118' DLO Width Head/SIII C3+1 C3+1 C3+1 03+1 03+1 C3+1 C3+1 C344 08+1 C3i1 •5 134RI'.',��1i Jamb 5 5 5 5 5 5 5•% 5• 5• I%• i P -hook 7 7 7 7 7 7 7 7 8 8 8 8. 30" 25-1/5" DLO Width Design Pressure +60/-60psf +60/ 60 psf +60/-60psf Head/StI C3+1 C3+1 03+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 Jamb 6 5 5 5 5 5 5 5 5 5 5 6 P -hook 7 7 7 7 7 7 7 7 8 8 8 8 w 38 Design Pressure+60/-60paf +60/-60 psf +60/-80 psf 31-1/8 DLO Width Head/Slit C3+1 03+1 03+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Jamb 5 6 5 6 5 5 5 5 5 5 6 5 P -hook 7 7 7 7 7 7 7 7 5 8 8 8 42" 37-1/8" DLO Width Design Pressure +60/ -80 psf +60/ -80 psf +60/ -60 psf HeadISlg C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 03+1 C3+1 C3+1 C3+1 03+1 Jamb 5 6 6 5 5 5 5 5 5 5 5 6 P -hook 7 7 7 7 7 8 8 8 8 48' 43-1/8" DLO Width Design Pleasure +80/ 60 pal Ai. +60/-60 • f +80/-80 psf Head/SIU C3+2 C3+1 C3+1 C3+1 C3+2 03+1 03+1 X3+1 C5+2 C3+1 C3+1 C3+1 Jamb 5 5 5 5 5 1 5 51 5 5 5 6 6 P -hook 7 7 7 7` 7 7 7 8 8 8 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE 51 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, ASILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING • ••• •• • • .ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN • • PRESSURE, USING THE ANCHOR QUANTIEB LISTED BELOW. SEE TABLE A, • • • Y SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE 131, THIS SHEET. • • • # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR 03+1, 3 ANCHORS • CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT • • • • MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P -HOOK, PERPENDICULAR TO THE GLASS. TABLE B1: Wat r4ImIted (+) Dolan noun 8111 Nom. SII1 Max. (+) DP Rlaar Height Allowed None 1-11/18 See Note 2 42 2112" +38.7 psf 43 3112" +80.0 psf lfpr 45 45/8" +60.0 psf A X FIG 1: 011 LENGTH DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH • NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT - DOOR HEIGHT -11-1118' PANEL HEIGHT DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR NOA (LM) 1$1 10/05/15 DP & ANCHOR QUANTITY TABLE 191 J ROSOWSKI PRODUCT RENEWED as complying with the Florida, B uilding Cods NOA-No. 15-1210.01 e xplr•tbn Dat• 04/14/2021 B y /�J Miami -b roduct Control 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 (941)-480-1000 a 1 SGD-55701+11 NTS 1�1 7 OF 21 1141 MD -5570.0 A4 ,s' ' NH LYNN r! r//1, �t�� l {•'VC%NSe •' .4F'Q/ /: is No. 58705 / •,• 6-1W1)12 „z` STs1L .,FS'S/ONAl r',111 111 A. LYWW MRLMR. P.E. P.EJ58705 r. ..1• • • •••• • • • • • • • • ••• • •• • •• • . • • • • 1 •1 •1.• • • 1 1 • .1.1 • • • 1111 •. •. • • • • 1 • • • • • • • . • • • • • • • • • ••• • 11 • •••• • •• •• • • • • • • • • •• •• •• • • •• • ••• • • •• •• • • • ••• • • • • • •• •• • • ••• • • • • •.• TABLE 2: Design Pressure (DP) and Anchor Quintltle%g%qulred,. . • • • • (br ell approved conaguratIone on !heft 2) _ • _ • • • • • • • • • • Dsor Unit Weight • • • • • Use this table Tor: Glass Types 2 or 4 80" 84" •lir i ••• 141F-7.7,7, 120" Astragal Reinforcement #29 68-15116" DLO Height 72-15/16" DLO Height 84-15116' DLO Height 96-15118" DLO Height 108-15116"" DLO Height Locketlle Reinforcement #25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group HD Interlock RelnbroemeM #28 A B I C I 8 A j 8 I 0 D A 8 C4 Q A l A• O •I • D • A 8 I C 8 r Design Pressure - +100/-100ps/ +100/ 100psf +1007 00 .; .+()/- Is( •• +60/-65par 19.1/8" Head/SIII C3+1 C3+1 C3+1 03+1 03+1 C3+1 C6+1 C3+1 03+1 CSN 3+ 08.1 C3F1 •i6 03+1 08+1 •8 C3+1 03+1 C3+1-.- 24' DLOti Jamb 5 5 5 6 103+11C3+1 5 5 5 I I 5 1 5• 5 G• 5• g•• 6• s 6 6 8 Width P -hook 7 7 7 7 7 7 7 7 8 8# 8 8 9 9 9 9 10 10 10 10 .- Design Pressure +100/ 100 pa +100/ 100 pal +100/ 100 ps +80/ -85 pal +60/ -85 psf 25•V8" Head/8111 C5+1 C3+1 C3+1 C3+1 C8+1 C3+1 03+1 C3+1 05+1 C3+1 C5+1 C3+1 03+1 C3+1 C3+1 03+1 C5+1 C3+1 C3+1 C3+1 30" DLO Width P -hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Design Pressure +100/ 100 psf +100/ 100 psf +100/-100 psf +60/ -655 par +60/ -85 psf 31-1/8" Head/Sill C5+1 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C3+1 05+1 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 03+1 03+1 03+1 38' DLO Jamb 6 6 8 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 Width 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 1P-hook Design Pressure +100 / 100 oaf +100/ 100 psf +100/ 100 psf +60/ •85 psi +60/ 85 of 1 37-1/8' Head/Sill C5+2 C3+2 C5+2 03+1 06+2(((05+2 C5+2 I C3+1 C5+2 05+2 C5+2 C3+1 C6+1 C3+1 C5+1 C3+1 C6+1 C6+1 C5+1 C3+1 n. 4Y DLO Jamb 5 6 7 6 1 5 6 7 5 6 6 8 5 8 8 6 6 6 6 7 6 Width P -hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 iDesign Pressure +100/ 100 psf 4100/ 100 pal +92/ -92 psf +60/ -65 psi +80/ -85 pal 434/8' Head/SIII C5+2 C5+21 C5+2 03+2 C5+2 C5+2 C5+2 03+2 05+217+2105+2105+2 05+2 05+2105+1165+21C3+1 48" DLO IC3+1105+2103+1 6 7 9 6 8 8 6 Width P -hook 7 1 7 7` 7 111+80/--80pai 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 10 Design Pressure . +801-80..f +80/ 80 pal +60/65 pal +54.1/-58.7 pal 49.1/8' Head/6l1 C5+2 C3+2 C5+2 C3+2 054-2 C3+«. +2 C5+2 C5+2 05+2 03+2 C6+2 C6+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 54" DLO Jamb 6 5 8 6 5 5 ® 5 5 5 8 5 8 6 8 6 6 6 8 8 1 `l Width P -hook 7 7 7 7 7 7 7 8 8 8 8 9 9 8 9 10 10 10 10 Design Pressure +80 /-80 psf +80/ 80 psi +80 /-80 psf +69.1 / -644 psi +49.6/ -53.7 psf 55.1/8' Head/SRI C5+3 C3+2 C5+3 C3+2 C5+3 03+2 C5+3 03+2 05+3105+2105+303+2 C5+217+2105+2105+2 C5+2 C5+2 C5+2 C5+2 W�°, Jamb 6 5 6 1 5 5 7 1 5 5 5 8 5 6 8 8 6 ` 8 8 6 55 P -hook 7 7 7 7 7` 7 7 7 8 8 8 8 - 9 9 9 9 &D 10 10 10 10 +/-100. , TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REOUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 6) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING ' CERT. OF AUTH. N29296 ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM UP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR 03+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). — TOTAL # OF ANCHORS THROUGH THE JAMB, THE # OF ANCHORS REQUIRED THROUGH THE P -HOOK, PERPENDICULAR TO THE GLASS. FIG 1: 0 6 OH LENGTH TABLE 82: DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. Water-LlmIGd (+) Design Pressure SRI Riser Nom. SW Height Max. (+) DP ARoovesd None 1-11116' See Note 2 9419. + 38 toet 43 44 3-1/2' + 60.0 psf 45 4-5/8' +100.0 psf DLO WIDTH = NOM. PANEL WIDTH -8-9/16" DLO HEIGHT = DOOR HEIGHT - 11-1/16" PANEL HEIGHT • DOOR HEIGHT - 2-1/2" S VINYL SLIDING GLASS DOOR NOA (LM) MI 10/05/15 DP & ANCHOR QUANTITY TABLE $�I J ROSOWSKI PRODUCT RENEWED as complying with the Florida Building Code NOMNo. 15+1210.01 Expiration Dat• 04114/2021 By Miami- • a roduct Control 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 1 SGD-557011 NTS 16 8 OF 21 la MD -5570.0 �,.�„ . 1.1/ ��dd�1 LYNN rL//Q///ii tiar : 'VCEN5 '•. F'P • No. 58705 sit ��`.•• STAT F '1111111111 A. LYNN MILLER. RE. P.E.II 68705 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • . ••• • • • • ••• EXAMPLE: 3 -PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOODSUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.21-68.8 PSF OPT. ANCHOR TO AID IN -- ALIGNMENT POCKET BY OTHERS. SEE NOTE 8, SHEET 8 EXTERIOR EXTERIOR 11 INTERIOR 12' MAX. 8' MAX. OPT. ANCHOR TO AID IN ALIGNMENT P -HOOK ANCHORAGE DETAILS FR PAIRST RED • • LEAD SPLICE .: ©�NTEQIOR ETA • • !' • • • a • • —4 �— • • • • "i"" • Ali ...Arra a. a i� %`' • • • •*2' •+T ANCHORAGE, ANCMEET E, • SHEET 12 � • SHEET 12 •C3"CLUSTER, SHEET 12 • ••• •�T�' SHEET 12 nU • • RITERI R • CENTERLINE • OF PANEL 1 r___ CENTERLINE CENTEPo.NIE OF INTERLOCK OF INTERLOCK OFPANEL2 CENTERUNE POCKET BY OTHERS, SEE NOTE 8, SHEET8 21.6" MAX. o.C. 8' MAX. JAMB ANCHORAGE DETAILS FOR PRODUCT REFERENCES, ALSO SEE A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 10 FOR SPECIFIC GLAZING TYPES. C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. D) SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. 9 SHEET 21 FOR A BILL OF MATERIALS. SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED INFIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SEE POCKET JAMB INSTALLATION ON SHEET 8 SILL &PUCE —► MAX ..--- 4 INTERIOR CENTERLINE OF PANEL 1 BEE FIGURE BELOW FOR ADDITIONAL ANCHOR INFORMATION. CENTERUNE SOF PANEL 3 HEAD ANCHORAGE DETAILS PXXX (3 -TRACK) ((((.._�CENTERLINE I` OF INTERLOCK CENTERLINE OFPANEL 2 a•� 26-318• MAX. '+2' ANCHORAGE, SHEET 12 END ANCHORAGE (MIN. 1 ANCHOR) rCENTERLINE OF INTERLOCK 8' MAX. EXTERIOR SEE FIGURE BELOW FOR ADDITIONAL. ANCHOR INFORMATION. CENTERLINE OF PANEL 3 ,r= r_s�1111. _aM '+2" ANCHORAGE, SHEET11 •C" CLUSTER, SHEET 11 FRAME JAMB BEE POCKET JAMB REQUIRED INSTALLATION ON INTERIOR POCKETS SHEET 8 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.2/-68.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +60/-80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY ANCHOR IN GROUP A (SEE TABLE A), TABLE 1 SHOWS ANCHOR REQUIREMENTS OF: 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT THE INTERLOCK/ASTRAGAL. HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE MIDSPAN OF EACH PANEL. SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "C3" CLUSTER ANCHORS AT THE 1NTERLOCK/ASTRAGAL, SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE "4-2 ANCHORS AT THE MIDSPAN OF EACH PANEL. JAMB: 6 ANCHORS, SHEET 13 FOR GEN. LAYOUT. P -HOOK 7 ANCHORS, SHEET 13 FOR GENERAL •/�F LAYOUT. ■ �■ HeadlS8 C3+2 Jamb I 5 P-IlDwl 7 3) INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: HEAD & SILL: SHEET 4 JAMB: SHEET 3 P -HOOK: SHEET 8 CERT. OF AUTH. #29280 —r '.2' ANCHORAGE, SHEET 11 'C3' CLUSTER, SHEET 11 SILL ANCHORAGE DETAILS PXXX (3 -TRACK) END PANEL ANCHOR EXCEPTION: 26-318' MAX. '+T ANCHORAGE, SHEET 11 END ANCHORAGE (AUN.1 ANCHOR) 6' MAX EXTERIOR DISTANCE TO NEXT CLUSTER TO BE 254 O.C. OR LESS CENTERLINE OF ENO PANEL FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25-3/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: VINYL SLIDING GLASS DOOR NOA (LM) ISI 10/05115 1 STRAIGHT DOOR EXAMPLE J ROSOWSKI PRODUCT RENEWED as complying with the Florida B uilding Cods NOA-No. 15.1210.01 E xpiration Dat• 04/1412021 By Mlam uct Control 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 A 1 SGD-5570111 NTS III 9 OF 21 1141 MD -5570.0 ‘, V LYNN^ * i< • :'.. ' No. 9.E387057'',. '▪ rc1.STA!5 Ieo: %ST`S/ONAt. -' • A. LYNN MILLER, P.E. P.EJ168705 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • • •• • • •• •• • •• •• •• • • ••• • • •• • • ••• 7/16" NOM. 3/16" FA GLASS .090' PVB 3/16' ANN GLASS a EXTERIOR PRODUCT IS'EXTERIOR- OLAZEO'IF880-8115 TOWARDS THE EXTERIOR. a INTERIOR PRODUCT 18 INTERIOR - /RAZED' IF 880-81 IS TOWARDS THE INTERIOR. • SEE NOTE 2, THIS SHEET STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS PANTED/ LAMINATED SURFACE • .I 718' NOM. GLASS jl A e#,#.4 BITE GLASS TYPE 1 SILICONE KODISPACE 76 460 TPS BUTYL & DESICCANT FOAM EXT. GLASS STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS INT. GLASS • ••• • • • • • • 7/10410:• • • 3116' HAAS ••• • • • Ago' SG 3/16' HS GLASS O `a EXTERIOR PRODUCT IS 'EXTERIOR GLAZED" IF 880.81 I9 TOWARDS THE EXTERIOR. a INTERIOR PRODUCT IS 'INTERIOR - GLAZED' IF /180-8118 TOWARDS THE INTERIOR. SEE NOTE 2. THIS SHEET HOT -MELT BUTYL 3/16' NOM. INT. GLASS SUPER SPACER® NXTTM _ALUMINUM REINFORCEMENT POLYISO- BUTYLENE SEAL 5/16' NOM ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS DURASEAL® TT SPACER DESICCANT FILL AREA 5/16" NOM. SLICONE SEAL XL EDGE TM 74 SPACER INT. GLASS • • • • • • • Y/16' HS GLA88 • • • • • 090" PVB • • • • • 3/10" ANN GLASS 7/16' AIR SPACE 3/16" T GLASS PAINTED/ • • T1 • LAMINATED• • •• 7 • SSRPACE• •• • • • • 71g N8M. • • • GLASS BRE GLASS TYPE 2 3/16" HS GLASS .090" SO stir HS GLASS 7/10' AIR SPACE 3116' T GLASS a EMBER PRODUCT 15 'EXTERIOR GLAZED' IF 1182.8318 TOWARDS THE EXTERIOR. •• O• • •G, Exuma PRODUCT IS "EXTERIDR- lifAZEIT IF 882-8318 TOWARDS THE EXTERIOR. 1-1116' NOM. 1-1/16" NOM. r_ a PRODUCT IS INTERIOR- GLAZED' NTERIORGLAZED' W882.83 IS TOWARDS THE INTERIOR. SEE NOTE 2. THIS SHEET PAINTED/ LAMINATED SURFACE a IHTER R PRODUCT 1S'INTERIOR- GLAZED'IF882-83 IS TOWARDS THE INTERIOR, SEE NOTE 2, THIS SHEET 7/8" NOM. GLASS BITE .JI 1 718" NOM. GLASS BITE asp PAINTED/ ///------LAMINATED SURFACE 9132' AIR SPACE HEAT -MIRROR FLM 9/32" AIR SPACE 3/18" T GLASS 1-3116" NOM. (LT EXTERIOR. PRODUCT 18 EXTERIOR - GLAZED" IF 684 18 TOWARDS THE EXTERIOR NOTES: 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED, PROVIDED THAT THE "HS" SURFACE OF A LAMINATED GLAZING UNIT IS ADHERED TO THE GLAZING LEG. "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" - TEMPERED "PVB" _ .090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA. INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. -3/16" ANN GLASS .090' PVB 3/10" HS GLASS PAINTED/ LAMINATED SURFACE a p4TERIOIj PRODUCT I8 -INTERIOR- GLAZED' IF 8841S TOWARDS THE INTERIOR. A SEE NOTES. THIS SHEET 7/8" NOM. I GLASS I BITE GLASS TYPE 5 VINYL SLIDING GLASS DOOR NOA (LM) ISI 10/05/15 X GLAZING DETAILS SI J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 SGD-55701 I NTS 111 10 OF 21 4 MD -5570.0 � g PRODUCT RENEWED n o complying with the Florida Building Cod• NOA-No. 15-1210.01 E xpiration Date. 04/14/2021 By Miami- oduct Control ``nII I,ii, / \ ,\`‘..,‘,,I,‘011 LYNA/ 44,"/.i,� N0. 55705 34 / U'G E I :CLW :`�. ST TE F :: �'SS!UNA1.1 `r�`.`. A. LYNN MILLER, P.E. P.EJ68705 • •••• • •• .• • • • • • • • • . •• •• • • • •• • ••• • •• •• •• • • • ••• • • ••• • • • • SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTERIOR 3•TRACKCLUSTER 'Cr ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK_ CENTERLINE EXTERIOR 4TRACKCLUSTER 'C3' ANCHOR LOCATIONS 3.22" ASTRAGAL OR INTERLOCK CENTERLINE • •• • • • • • • • • 4". • • EXTERIOR 2 -TRACK CLUSTER 'CIS' ANCHOR LOCATIONS SILL "+" INTERMEDIATE ANCHORS LAYOUT: • • • • • • •• • • • •PANEL_ t_ • • IIESTIER.INE • • • • .r •• • • EXTERIOR•• ••• • • • •� • • ••• • • • • PANEL • • CENTERLINE • •• ASTRAGAL OR INTERLOCK CENTERLINE EXTERIOR 3.22" 3 -TRACK CLUSTER' C5 ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE =S� EXTERIOR NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375" FOR ALL SILLS: 2.375' FIGURES PERTAINTOTIRi FOLLOWING SILL CLUSTER ANCHOR LOCATSINS. Head/SW Jamb CC1>t 5 P -hook 7 32? 4 -TRACK CLUSTER 'C5' ANCHOR LOCATIONS PANEL CENTERLINE 1 EXTERIOR ▪ 3 -TRACK INTERMEOIATE 'H" ANCHOR LOCATION PANEL CENTERLINE -1 EXTERIOR 4-1RACK INTERMEDIATE '+1" ANCHOR LOCATION EXTERIOR fl EXTERIOR PANEL_� CENTERLINE 4" • 2 -TRACK INTERMEDIATE '43' ANCHOR LOCATIONS 3 -TRACK INTERMEDIATE '•2' ANCHOR LOCATIONS PANEL CENTERLINE -1 EXTERIOR 4 -TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 3 -TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS FIGURES PERTAIN TO THE FOLLOIMNG SILL INTERMEDIATE ANCHOR LOCATIONS: LU: CERT. OF AUTH.129296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 i6 1111 0 To Head/SIII +1 1 I ,Jamb 5 I P -hook 7 4•TRACK INTERMEDIATE '.3' ANCHOR LOCATIONS 2) TRACK -TO -TRACK DISTANCE IS 2.375' FOR ALL SILLS: VINYL SLIDING GLASS DOOR NOA (LM) Ill 10105/15 ANCHOR LOCATIONS A 1841 J ROSOWSKI �6 SOD -5570 IrTS 11 OF 21 MD -5570.0 II 2.375" PRODUCT RENEWED as complying with t . Florida Building Cod• NDA -No.. 15-1210.01 E xpiration Dat• 04/14/2021 By ) W arm Product Control 011111,/, LYNN 1 11/!,��, •' v}CENSIc ' • ..F.jT mil * ' No. 50705 A•• 1 �` " L• .,,.'E FIV DP �.� •.FCORI..•`�a�: 'SIS/0''''' �\ A. LYNN MILLER. P.E P.E.a6e705 • •••• • • • ••• •• •• • • •• • •• •• • •• • • •• •• •• •• • • • • • • • •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK CENTERUNE ASTRAGAL OR INTERLOCK CENTERLINE EXTERIOR • - 3 -TRACK CLUSTER 'Cr ANCHOR LOCATIONS ASTRAGAL CR INTERLOCK CENTERLINE EXTERIOR V 4 -TRACK CLUSTER 'C3•ANCHOR LOCATIONS 3.22" ASTRAOAL OR INTERLOCK CENTERLINE HEAD "+" INTERMEDIATE ANCHORS LAYOUT: • •• a • • • ••• • • 1 • • • •• • 4" • • • • ri"IF E • • • �_„3LRLi •• • • 2 -TRACK CLUSTER 'CV ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK---i El EXTERIOR • • •• 3.22” • • • • EXV-ROP • EXTERIOR EXTERIOR 3,22" EXTERIOR• 3-TRACKCLUSTER `Cr ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK— CENTERLINE • • • • • ••• • • • • • •• • • • • • ••• •• PANEL CENTERLINE 3.22" EXTERIOR EXTERIOR NOTES: -- 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK i DISTANCE IS 2.375" 2.375" FOR ALL HEADS: MURES PERTAIN TO ME FOLLOWING HEAD OWNER ANCHOR LOCATNINS. Head/3111 Jamb 5 P -hook 7 3.22 4•TRACK CLUSTER "C5"ANCHOR LOCATIONS 1 3 -TRACK INTERMEDIATE .+1" ANCHOR LOCATION PANEL CENTERLINE PANEL CENTERLINE—1 n V — 4.75" a1 3 -TRACK INTERMEDIATE '+2' ANCHOR LOCATIONS PANEL CENTERLINE EXTERIOR EXTERIOR V 4 -TRACK INTERMEDIATE V '+1' ANCHOR LOCATION 4- TRACK INTERMEDIATE" 2" ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2.375" FIGURES PERTAINTO THE OLLOWINO HEAD INTERMEDIATE ANCHOR LOCAnorts• HaedISN CPI Jamb 5 P -hook 7 EXTERIOR V 2 -TRACK INTERMEDIATE ANCHOR LOCATIONS PANEL CENTERLINE EXTERIOR 3.22' 4 -TRACK INTERMEDIATE NG' ANCHOR LOCATIONS 2) TRACK -TO -TRACK DISTANCE IS 2.375" FOR ALL HEADS: VINYL SLIDING GLASS DOOR NOA (LM) IA 10105/15 ANCHOR LOCATIONS B J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 15.1210.01 Expiration Date04/14/2021 By Miami l Product Control 1 SGD-5570 NTS 12 OF 21 II MD -5570.0 'g A. LYNN MILLER. P.E. P.E#58705 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • • ••• • • •• • • •• •• • •• •• • • • ••• • • •• • • ••• P -HOOK ANCHORS LAYOUT: OPT. ANCHOR TO AID IN ALIGNMENT 12" MAX. 5' MAX. OPT. ANCHOR 70 AID IN ALIGNMENT NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P -HOOK. FIGURES PERTAIN TOTHE FOLLOWING POCKET AMR (P•HOOK) ANCHOR LOCATIONS: 110 Hea01311W I 03+1 Ij P•hook Jamb 6 (7) JAMB ANCHORS LAYOUT, (PARTIAL VIEW): • • ,76"• • • –•1 IF 2.375• • • • • • • • u u'Iy• x • • • • • • • • • ••••• •• "l ••• • LUAU 21.6" MAX. O.C. EXTERIO 21.6" • • • • MA>f. • • • QC• • • • • • • • • •• • • 6" MAX. 5"• MAX. •• ItRIOR • •• 3 -TRACK FRAME JAMB ANCHORS • • 7.125" 1.41 ) 21.6" MAX 0.C. EXTERIOR MAX F-7 4 -TRACK FRAME JAMB ANCHORS FIGURES PERTAIN TO THE FOLLOWING JAMS ANCHOR LOCATIONS: Headl631 I IT 1 Jamb 5 P•hook NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4 -TRACK JAMBS. ANCHORS MAY BE LOCATED IN ADJACENT TRACKS (SIMILAR TO THE 2 -TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. JAMB JAMB JAMB SILL (3) WEEP NOTCHES PER END @1"XMO" EXTERIOR f3 (3) TRACK WEEP HOLES EVERY 24" ®1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375" X .600" (4) WEEP NOTCHES PER END @ 1"X .600" (6) WEEP NOTCHES PER END © 1" X .500" SILL EXTERIOR (6) TRACK WEEP HOLES EVERY 24" Q 1.126" X .1,90": (1) WEEP NOTCH EVERY 24"TQ 1.375" X.500" SILL WEEPHOLE LAYOUT (2, 3 & 4 TRACKS) N. SILL EXTERIOR (10) TRACK WEEP HOLES EVERY 24" 1.126" X .190"; (1) WEEP 24"RY (c 1.376" X .E600" CERT. OF AUTH.829295 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 A VINYL SLIDING GLASS DOOR NOA (LM) A 10/05/15 ANCHOR LOCATIONS C 1181 J ROSOWSKI SGD-5670 NTS 11 13OF21 MD -5570.0 PRODUCT RENEWED as complying with th• Florida B uilding Cods NOA-No. 15-7210.01 E xpiration Dat•04/14/2021 \`\‘,,s s i.YNN 44t,11//, KS 1//,. No. 68705 * T , IS` 'E5 '• STAT 01 C` .'•.FCORION .•• \� " IIIIIIL A. LYNN MILER, P.E. P.EY 58705 • •••• • • •• •• • • •• • •• • • • • • •• •• •• ••• • • • •• •••• •• • • •• •• • •• • • ••. • •• • • ••• • • • • ••• HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: 4" 411111► 4" I11.N_= 4" 3.22" EXTERIOR 2 -TRACK 90' CORNER "C4" ANCHOR LOCATIONS (USE WHERE 'Cr IS SPECIFIED) EXTERIOR &TRACK 90' CORNER 'C' ANCHOR LOCATIONS (USE WHERE "C3' 1S SPECIFIED) FIfirfrrl 4-TRACK8O"CORNER EXTERIOR "C4' ANCHOR LOCATIONS (U8E WHERE '03" IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING 90' CORNER HERO ANCHORLOCATONS! Head/SW Jamb P -hook 7 4" 4" • •• • • • • • • • • • • • • • • •• • 3.22" EXTERI01'l 2 -TRACK 90' CORNER j2 "C8"ANCHORLOCATIONS (USE WHERE "Cr IS SPECIFIED) 3.22" EXTERIOR 3-TRACK90' CORNER I-1 'C6' ANCHOR LOCATIONS V (U8E WHERE'C6" IS SPECIFIED) 4" 3.22" EXTERIOR 4.7RACK 00" CORNER -Cr ANCHOR LOCATIONS (USE WHERE 'C5' 19 SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING. AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. SILL 90° CORNER CLUSTER ANCHORS LAYOUT: • • • • • • • • •Ft iia • ••• • • • • • • e H • • • 4" • • • • • • •• • • • • • 4" • I� •• ••• •• • • • • 2TRACK90"CORNER EXTERIOR "C ' ANCHOR LOCATIONS J�1/ (USE WHERE'CY 19 SPECIFIED) 40 • 3.22'. . • 3 -TRACK 90' CORNER EXTERIOR "04" ANCHOR LOCATIONS (U8E WHERE "C8" 18 SPECIFIED) 4 -TRACK 90" CORNER ANCHOR LOCATIONS (USE WHERE "C3" 19 SPECIFIED) 3) TRACK -TO -TRACK DISTANCE IS 2.375" FOR ALL HEADS AND SILLS: 2.375" 2.375" EXTERIOR 2 -TRACK 00" CORNER EXTERIOR 'Cr ANCHOR LOCATIONS (USE WHERE "Cr IS SPECIFIED) 3 -TRACK 90' CORNER EXTERIOR, '06" ANCHOR LOCATIONS (USE WHERE 'Cr E SPECWIED) FIGURES PERTAINTOTHE FOLLOWINGS CORNER SRL ANCHOR LOCATIONS: Head/MI al Jamb 5 P -hook 7 PRODUCT RENEWED as complying with the Florida Oullding Cods NOA-No. 15.1210.01 Expiration pato 04/14/2021 By Miami Product Cootror F(OR10P•' (0 • 4 -TRAGIC 90" CORNER "Cr ANCHOR LOCATIONS (USE WHERE 'Cr IS SPECIFIED) CERT. OF AUTH.1129296 A VINYL SLIDING GLASS DOOR NOA (LM) Ill 10/05/16 ANCHOR LOCATIONS D It J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (041)-480-1600 1 SGD-557011( NTS 111 14 OF 21 11/1 MD -5570.0 • .•.. . • . ••. .. .• • • .• . •• •• . • • • . •. •• •. •• • • . • • • • • ••• • • • • • • • • • • • •.• • • • • •.• • • HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: 2•TPACK I35' CORNER 'C4' ANCHOR LOCATIONS (USE WHERE "C9' I8 SPECIFIED) 3 -TRACK 135' CORNER 'C4' ANCHOR LOCATIONS (USE WHERE 'C3' IS SPECIFIED) 4 / EXTERIOR 4 -TRACK 135' CORNER 'C4' ANCHOR LOCATIONS (USE WHERE T.3' IS SPECIFIED) FIOURESPERTAIN TO THE FOLLOWING 1$5° CORNER HEAD ANCHOR LOCATIONS: Hsadl8I1I Jamb CC1 P -hook 7 SILL 135° CORNER CLUSTER ANCHORS LAYOUT: • ••. • . . 1 • • •A• • • • • • • • ••• • b • ••• • 1,1 3.22" 2 -TRACK 135' CORNER •CB' ANCHOR LOCATIONS (USE WHERE 'C5' IS SPECIFIED) •• • • • •• • • • 0 • - • . • ••• EXTERIPB • • • 3 -TRACK 135'COW4FR 'CT ANCHOR LOCATIONS (USE WHERE 'C5' IS SPECIFIED) 4" EXTERIOR 4 -TRACK 135" CORNER 'C5' ANCHOR LOCATIONS (USE WHERE 'CT 15 SPECIFIEO) • •IP• • .•• .• • • • • • • • • ••• • ••• • • --s..117/. 4" n OMNI EXTERIOR 4 2 -TRACK 135' CORNER 'C4' ANCHOR LOCATIONS (USE WHERE 'CT 19 SPECIFIED) 3 -TRACK 135' CORNER 'C4• ANCHOR LOCATIONS (USE YR -ERE '1 3" IS SPECIFIED) 4" EXTERIOR 2 -TRACK 135' CORNER 'C8• ANCHOR LOCATIONS (USE WHERE 'C5" IS SPECIFIED) 9 -TRACK 35"CORNER TA' ANCHOR LOCATIONS (USE WHERE 'CT IS SPECIFIED) FIGURES PERTAIN TWINE FOLLOYANO1311. COINER SRL ANCHOR LOCATION& IJamb H3ad(RII 5 1 I 13-hcok 7 PRODUCT RENEWED as complying with dh. Florida B uilding Cods NOA-No. 15-1210.01 d xplratlon Dau 04/1 4/2021 B Mlam - roduct Control 4 -TRACK 135 CORNER 'C' ANCHOR LOCATIONS (USE WHERE 'C3' IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK 1 DISTANCE IS 2.375" 2.375" 5" � 2.376" FOR ALL HEADS AND SILLS: r EXTERIOR 3.22" V 4.711ACK 135 CORNER 'CB' ANCHOR LOCATIONS (USE WHERE 'CT IS SPECIFIED) 0 CERT. OF AUTH.1F29285 ri 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 (041)480.1800 4' A. LYNN MILLER, P.E. P.8J158705 VINYL SLIDING GLASS DOOR NOA(LM) ISI 10/05/15 ANCHOR LOCATIONS E l�sal J ROSOWSKI JSGD-5570111 NTS it 15 OF 21 II MD -5570.0 11/ •••• • •• •. • • • • • • • • •• •• • • •• • ••• • •• •• •• • • •. ••• • • . • •••• •• •• • • • • • • • • • • • • • • • ••• HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SPLICE LOCATION EXTERIOR 2-TRACKSPUCE 'C4• ANCHOR LOCATIONS (USE WHERE TY IS SPECIFIED) 3.22" 1 EXTERIOR I ' I.1 4" 3•TRACKSPLICE 0 •CY ANCHOR LOCATIONS (USE WHERE 'C3' IS SPECIFIED) SPLICE LOCATION 4.75" SPLICE LOCATION — 4.75" EXTERIOR 0 4" 4•TRACK SPLICE 'C4• ANCHOR LOCATIONS (USE WHERE TY IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING SPLICED HEAD ANCHOR LOCATION& AIT. Huad/SIII Jamb 0-1 5 P•hook 7 SPLICE LOCATION • ••• • • • • • • • 4" • EXTERIOR b SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: • • • •9PLIC J • • • • LOCATION • ••• • • . P. 4" • • • • • • ••• •� 3.22" •• • • • • • • 2 -TRACK SPLICE • • • • • • 'C6' ANCHOR LOCATIONS (USE WHERE 'C5' IS SPECIFIED) ERI •• •• • • • • 2 -TRACK SPLICE • • Te • • .C4• ANCHOR LOCATIONS •• • • EXTERIOR 0 STRACK SPLICE 'C6• ANCHOR LOCATIONS (USE WHERE' C6' IS SPECIHEO) EXTERIOR 0 4 -TRACK SPLICE TY ANCHOR LOCATIONS (USE WHERE T.6' IS SPECIFIED) • • (USE WHER'C3' IS SPECIFIED) • • ••• •• 3•TRACK SPLICE 'C4' ANCHOR LOCATIONS (USE WHERE TY IS SPECIFIED) SPLICE LOCATION e EXTERIOR 4 -TRACK SPLICE 'G' ANCHOR LOCATIONS (USE WHERE "C3' 1S SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET. SEE THE EXAMPLE ON SHEET 9. 3) TRACK -TO -TRACK DISTANCE IS 2.376" 2.375" 2.376" FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR b 2 -TRACK 6PUCE 'CO' ANCHOR LOCATIONS (USE WHERE 'C6' IS SPECIFIED) SPUGE LOCATION FIGURES PERTAIN TO WHE FOU -OWING SPIICEO SRI -ANCHOR LOCATIONS: { HndISS Jamb 5 P.hcok 7 1 EXTERIOR V 4" 3 -TRACK SPLICE 'C8• ANCHOR LOCATIONS (USE WHERE' CS' IS SPECIFIED) SPLICE LOCATION EXTERIOR b 4 -TRACK SPLICE TLP ANCHOR LOCATIONS (USE WHERE TY 13 SPECIFIED) 3.22" PRODUCT RENEWED as complying with th• Florida B uilding Cod• NOA-No. 15-1210.01 E xpiration Dat.04/14/2021 By Miami- d duct Control e. ``o4'( 1LYNN 4� ,\`',,,,� 4: • No, 50705 . I" n '., sTIP t ti �,,, �NA1., I T�,. A. LYNN MLLFR. P.E. P.E.J 66705 CERT. OF AUTH. 629296 0 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS F 10/05/15 J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 1 SGD-557011 NTS 111 16 OF 21 141 MD -5570.0 • . .•• • . • .•. •• .. • • .• • .• .. • •• • • . • • .• . • • • • • • ••. • • • • • •• •• • • • • •.. • • • • ••• LEFT PANEL STILE PANEL TYPE "F" SHOWN. RIGHT PANEL STILE PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. CERT. OF AUTH. 820296 SCREEN PANEL TYPES PL TYPES INTERIOR EXTERIOR GLAZED PANEL'S RIGHT STIt, PTE ••• : •.• •••• SINGLE INTERLOCK OUT SINGLE INTERLOCK IN ----'L-r.T FOXED STILE LOCKSTILE WI HANDLE ASTRAGAL BOX OUT • • ASA4AC L BXONN •• • • TSIDE 90* ASTRAGAL • • RECEIVER • • • • • .[A�E$ � • Tll?CEIVER • • • OA S� RE � ••• • I•���,,R,^`- AL RECEIVER SDINTERLLE OCK E w ",,,E:1 RLOCK I TER ADOUBLE • • • •. b PANEL'S LEFT STILE TYPE SINGLE INTERLOCK OUT E F PP K L XEUD • L'• OUR/ ••• T4 ' • • TA' • • :we • • TW • INFER K IN 8 H P A C C.• SC *SA' SV" SW FIXED 2:: RR R S poxun) S lI EW FC FD FV FW WI HANDLE . D MJ J mow, ASTRAGAL BOX OUT LR T U 01 ASTRAGAL irj. BOX IN N 10160 T f�TrM U P.oXa9 GUT.60• I t"t ASiRAXiA RECEIVER CT CS CF IT ASTRAGAL tTi RECEIVER AT AS DF AC'SUTTF:L 4M RECEIVER VT VS VF I14:AL A87RAC# RECEIVER WT WS WF LEFT PANEL STILE PANEL TYPE "F" SHOWN. RIGHT PANEL STILE PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. CERT. OF AUTH. 820296 SCREEN PANEL TYPES C DOUBLE INTERLOCK [ L� ASTRAGAL MDERLLE LOCKSTILE ONOW.11 INTERLOCK JLOCKITILE ASTRAGAL SDINTERLLE OCK E w ",,,E:1 RLOCK I TER ADOUBLE INTERLOCK Y ,,,,,,p LOCKS-11LE U. ASTRAGAL 171....v.,.,..L7 LOCKSTILE DS•DO11 INTERLOCK ��L,�1 Ei SINGLE ' INTERLOCK VINYL SLIDING GLASS DOOR NOA (LM) Ill 10/05/15 X PANEL TYPES 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1000 4I J iROSOWSKI SGD-5570 1 NTS 17 OF 21 MD -5570.0 PRODUCT RENEWED as complying with the Florida B uilding Code NOA-No. 15-1210.01 Expiration Date 04/14/2021 B y Miami- , ( Product Control •�\���0NGlEuNnyFll/•)), 9 � '/(F/, ,,��DNLYNN y//,, • q', , *' No. 60705 ' 9', 1 6 ,,n ,';'IONAI. eNA 0 ,6„llllllll,,,� A. LYNN MILLER, P.E. P.EA58705 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• ll� 6.875 r-- �li� • .100 1 0 2 TRACK HEAD/JAMB I�I U L 8.250 nor 1.812 .100 0 3 TRACK HEAD/JAMB 10.625 1.813 06 4 TRACK SILL 1 -T n.100 - ® 4 TRACK HEAD/JAMB n -.--1 .188 --.-I, Ir .182 .110 1`-- .120 TOP. BOTTOM TOP.BOTTOM INTERLOCK .300 ® AND STILE AND STILE 2 REINFORCEMENT, REINFORCEMENT COMPOSITE STANDARD REINFORCEMENT 8.250 1--f .100 0 tO 3 TRACK SILL 5.876 --01 100 .062 1.813 1 iii _ 1,881 9 EXTENDED -t 0 KEEPER • ••• 640 • • • •• • !coo • ••• 1• • ,1.2 • • F� CREMT O7 COVER (PVC) • •• • • • ••• • ® ANCHOR PLATE •••.125 - .930 •• • • 60 •••. �•�2 .062 • • • • •i435 1 • -1 • •d • ad • e�-� f 1.881•• • pl. -`+I''_ • • •• 163 •••• f . • SUPPORT RAIL A-,,,‘FRAMEILL •LY.540 1 1 x•640x•201 Fr_ _ 3,000 --1�r-- .550 .301T 09 TRACK INSERT f..1231 .060 1.613 - IY� SILL TRACKCOVER 13 6 1 1.695 (J 2 TRACK SILL --11.595 r 2.77168 .120 -} -.-11-+- .182 .768 AN .300 A-RI198' CORNER ASTRAGAL --►j.912� 085 1.261 la 7/16' SQUARE BEAD .062 135' CORNER PASSIVE MOUNT 9121 •210 j .060 1.170 135' CORNER ASTRAGAL CAP, EXTERIOR 1.261 1.281 ® 7116" A311 -1/16-"I BEVELED BEAD BEVELED BEAD .483 .309 2.291 INTERLOCK .400 ASTRAGAL © REINFORCEMENT, ®REINFORCEMENT HEAVY-DUTY .262 -� 1.281 .046 -..11.600 .229 135• CORNER ASTRAGAL CAP, INTERIOR .173 1.261 ® H 1-18• I ®1.3118 OGEE BEAD OGEE BEAD .126 2.210 .090 2.710 .100 EXTENDED POCKET ® INTERLOCK INTERLOCK ADAPTER .600 .082 ®0 KEEPER 291 -.061 1.928 INTERLOCK CAP, Q EXTENDED POCKET -� 2.060 1.983 .060 Q P -HOOK ADAPTOR .061229 -�.�1� .075 1-� 2.607 -.-11 ©REINFORCEMENT REINFORCEMENT BAR COVER BAR .312 .076 90' CORNER ASTRAGAL 2.116 67.11 90' CORNER ASTRAGAL CAP, EXTERIOR 111M, CERT. OF AUTH. 629288 18 P -HOOK .094 r 125 L 2.141 1.406 f ,329 REINFORCEMENT ® PLATE Q FIXED PANEL CUP 1.876 ✓- PANEL STILE, TOP 3© ASTRAGAL ADD-ON ®AND BOTTOM RAIL F r-- 2.838 -� 2.073 I -►II►- .099 .100 ® INTERIOR JAMB COVER 890' CORNER `y ASTRAGAL CAP, INTERIOR NOTES: 1)SEESHEET4FOR SILL RISERS. 2) SEE SHEET 20 FOR SCREEN PARTS. 3) ALL DIMENSIONS IN INCHES. VINYL SLIDING GLASS DOOR NOA (LM) $1 10/05/16 IPI J ROSOWSKI EXTRUSIONS dal 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 PRODUCT RENEWED as complying with the Florida Building Coda INA -No. 15-1210.01 Expiration Data 04/14/2021 Product Control SGD-5570 N 18 OF 21 MD -5570.0 ,otit 11111 '••< No. 58705 '• aon,4i16 �'',;/ONAL .071111 A. LYNN MILLER. P.E. P.E.f 68705 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • • •••• •• • • •• • • •• •• • • • • • • • ••• • •• •• • • ••• (4) ANCHOR TYPE AS USED IN INSTALLATION, TABLE A, SHEET 1 (3)1110 X 1.5" SMS 1)INSTALL CLIP INTO PANEL STILE 2) INSTALL CUP INTO FRAME • JAMB & • SUBSTRATE, BEd TABLE 1 HEADER BLOCK TO HEAD •• e•;ATTACNMaNT • e• •I ISTAtL ONE•BLI:GICAT• • • EAGH I ITERLOCIR • • AT ASTRAGAL, INSTALL ONE BLOCK THAT SPANS BOTH PANELS. •• • • • •• •• HEADER BLOCK JAMB TO HEAD ASSEMBLY • • • (3)/18 X 1" SMS FIXED PANEL CUP FIXED PANEL CLIP INSTALL ONE CLIP AT THE MIDSPAN OF EACH FIXED PANEL -TO -FRAME JAMB LOCATION. (2)1/4" X 2-1/4" SMS #8X1", SMS BAR COVER ®REINF. BAR Q#8X 1-1/4" SMS (4 #10 X2"SMS KEEPER JAMB TO SILL ASSEMBLY LOCKING JAMB REINFORCEMENT PLATE ATTACH WITH #8 X 1-1/4" Ot 34-1/2" MAX O.C. 4 -PANEL. 2 -TRACK OXXX SHOWN KEEPER INTERLOCK CLIP COVER INTERLOCK REINF. PLATE #10 X 2-1/2" SMS BOTTOM RAIL SUPPORT (2) #10 X 1" SMS THROUGH SUPPORT, INTO PANEL INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK #10 X 1-1/2" SMS PANEL ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS INTERIOR (4)#10 X 2" SMS NOTES EXTERIOR 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2 SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING. 3 SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 4 CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. VINYL SLIDING GLASS DOOR NOA (LM) $ 10/05/15 CERT. OF AUTH. M20298 ACCESSORIES INSTALLATION J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 (941)-480-1800 SOD -55701 S 19 OF 21 MD -5570.0 KEEPER TO JAMB ATTACHMENT PRODUCT RENEWED as complying with the Florida Building Cods NDA -No. 15.1210.01 Expiration Date 04/14/2021 Control 0 (ILYNN 1 �j4/;'i,,. No. Ci8705 x r. "Cl : lC ST 7 F CV A. LYp4111.14101 .ENN .# MI5870LLER5. P.E. • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • •• •••• •• •• •• • •• •• • •• •• • • ••• • •• •• • • ••• BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: • • • ••• • • • • • • • • • • :Elj • •• • • •. 0 • HORIZONTAL SECTION EXAMPLE • •• ••• •• • • • • • • • • • • • • • HORIZONTAL SECTION EXAMPLE .875 1.993 L --� .062 10BOX SCREEN 6-•,,BOX RAN. 1.020 HORIZONTAL SECTION EXAMPLE 1.081 r--- r 1.081 ▪ 1.202 1.778 1.778 --..-f-... - .050 -04-..- .0▪ 50 1tt SCREEN 12I SCREEN FRAME SIDE RAIL, RAIL LATCH HORIZONTAL SECTION EXAMPLE .876 �r_ 1.020 -�� 1.993 1.874 If .082_ BOX SCREEN BOTTOM RML 1.593 1.5L72 VERTICAL SECTION EXAMPLE .062 BOX 107 SCREEN INTERLOCK [1.308 Di1.3431►50I 100 BOX SCREEN ASTRAGAL ADAPTER .065 -.372 BOX SCREEN SNAP-ON BUG FLAP 1055 1.487 r_ BOX SCREEN SILL ADD-ON .062 BOX SCREEN SIDE RAIL 1.373 re- F- 1.833 L BOX SCREEN OXO ASTRAGAL ADAPTER 1.487 `-•-- 1.510 + 10 r60 BOX SCREEN HEAD AND JAMB ADD-ON VERTICAL SECTION EXAMPLE 0 CERT. OF AUTH. 029226 .765 .040 SCREEN VINYL ASTRAGAL ADAPTER .045 1n SCREEN OXO ASTRAGAL ADAPTER .935 11 1.435 .782 19 f .062 FRAME SILL 1N SCREEN ADD-ON NOTES: 1) ALL DIMENSIONS IN INCHES. VINYL SLIDING GLASS DOOR NOA (LM) II 10105/15 SCREEN DETAILS J ROSOWSKI a PRODUCT RENEWED a• complying with the Florlde Building Code NOA-No. 15-1210.01 E xpiration Dots 04/14/2021 By Miami -Dad• ' duct Control 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 (941)-480-1600 a SGD-5570 NTS II 20 OF 21 MD -5570.0 \11111111111,7/ ``����uNV LYNN 41i�77ji7'. \CFNSF ;$...p No. No.58705 '( . IS IC . CQ .. S I • %S;S/()/NAi. A. LYNr111W.ER. PE. P.E.# 58705 4 . .... • . . ... • . . .. • • • • • • • .. • • • • .. •••• • •. .. • • •••• • • • • •••• • . •••• .. • .. • • • . • . • . • • • • • • . ... • .. • . ••• •. • • • • • • • • • • • • • • • ••• • • • ••• •• • •• •• • • •• •• • • • • .•• • • • • • • • • • • • • • • • # Part Description Matedal 1 19001 2 -Track HaedfJamb Rigid PVC 2 19002 2 -Track S01 Rid PVC 3 19026 3 -Track Heed'Jemb Rtgld PVC 4 19028 3 -Track 8111 Ridd PVC 6 19027 4-1tack Head/Jamb Rid PVC 8 19028 4 -Track S81 Rigid PVC 7 19009 Frame Screw Cover Rigid PVC 5 19031 Anchor Plata 808346 Alum. 9 19007 Track heart 0083.18 Alum 10 19084 Interlock Cap • Extended Pocket Rigid PVC 11 19038 Bottom Rall Support 8063-T6 Alum. 12 19008A Outer Sal Cover 6083•76Alum. 13 19011 SIII Track Corer Rgld PVC 17 19032 P -Hook Adapter 606318 Alum 18 19020 P -Hook 6083-18 Alum. 19 1904714 Extended Keeper 0063-11 Alum. 20 19029M Keeper 8063.78 Alum. 21 19014 Reinforcement Bar Cover RIgId PVC 22 19030 RRInfocementBar 800676 Alum 23 19037M Med Penal Clip 8063413 Alum. 24 1903614 Reinlarcement Plate 6083.19 Alum. 25 19017M Top ROI, Bottom Rah and LockelIle Reinforcement 800675 Alum. 28 19048 Composite 27 19018M knotted .300 Reinforcement, Std. 800676 Alum 28 19013M Interlock .400 Relnfacemenl, HD 6005-75 Alum 29 19019M Astragal Reinforcement 800616 Alum 30 19083 Extended Pocket Warlock Adaptor 6063-78 Alum 31 19006 Interlock Adaptor Rigid PVC 32 19008 AstragalAdd•on Rigid PVC 33 19004 Panel 811e, Top/Bottom Reil Rigid PVC 34 19040 Interior Jamb Cover 6083.18 Alum. 36 10078 136' Caner Astragal 6083.76 Alum. 36 19077 135' Corer Astragal Peseh. Mount 6083-18 Alum. 37 19079 136' Comer Astragal Cap - Ext. Rigid PVC 38 19080 135' Corner Astragal Cap - Int. Rlgld PVC 39 19078 90' Comer Astragal 6063-1B Alum. 40 19081 90' Cower Astragel Cap- Ext. Rigid PVC 41 19082 90' Comer Astragal Cap- ht. Rgid PVC # Part # • • • • DsecrIptipn • r MI4 11•1 42 19086 Sal pug- (2-10 . • : t • ' : 6063108,m. 43 19022A Sill Mug- (3+1/7) • • • • a 8063413 Alum, 44 19023A SII h&j- 41/161 :••7 •, soots1B Alum. 45 19024A SIO Riser- (4.6(8") 8083 -TB Alum. 60 7186084 .187" x .320" Flues] (Stile) 608318 AI 61 71895K 1-1/7' x 1 Jc 3/4.Fln$est Dist Pgg. ... .. 62 71696 Dust Plat• 606315 AI 60 419041 Maio* iock IdtpCole_ i ; ; ; • - - .PVC 81 78163X Tendsm•Rgl$r Alaity _ _• • _• _ • • 99 82 78163N Tandem Roller Assembly Nylon 63 78X76FPTX /I8 x 3/4" Ph. FH Sine 0 Roller & Reim SS 84 419042 Frame Header Block Nylon 65 46062 Rdler Adj. Hde Plug PVC 66 44386 4 Hole Bumper Stop PVC 67 76X114FP1X #8x 1-114" Ph. FH SMS@Bumper Stop 88 6e 718960 6111 Plug PVC 69 76166)4 Gemini Magee Lack w/long Trim plata SteeVSS 70 71032XIFPFX 10.32 x 1" Ph.FH MS 0 Lock SS 71 veries Handle Kit Cast Zinc 72 19054 Inledock Retainer Clip Nylon 76 Kommeding 460 WS Spacer System Sea Shoal 10 ix Materials 76 Quenon Super Spacer n)(7 with Hot Melt Butyl 77 Quenon Durassel 78 Cardinal XL Edge Spacer 79 Dow Coming 998 or 0E4700 Beckbedrang SOcone 80 19090 7/16" Square Bead Rigid PVC 81 7118' Bawled Bead Rigid PVC 82 19044 1-1/18" Berated Bald Rigid PVC 83 19046 1.1/16" Ogee Bead Reid PVC 84 19018 1.3116' Ogse Bead Rigid PVC 55 71726K Setting Block 1/2" x 4" x 1/16", 85 +l- 6 dura Neoprene 88 71728K Setl'mg Black 1" x 4" x 1/16", 05 +1.6 duro. Neoprene 90 781PSTX #8 x 1" Ph. PH 8MS 0 Rama Aesemby SS 91 78X114PHPT410X #8 x 1.1/4" Ph. PH SMS 0 Rein( Ber SS 92 710XIPHPTI8•8X #10 x T Ph. PH SMS 0 Reil Support SS 93 710X116PPX #10 x 1.1/2' Ph. PH SMS 0 Fad. PnL Clip SS 94 710X2.8PHPT18-0X #10 x 2-1/2' Ph. PH SM8 0 Reim Plate/Aet. 88 95 714200.26FPFX #12 x 2.114" Ph. PH SMS 0 Hdr. Block S8 95 710X1.76PPX #10 x 1.3/4" Ph. FH SMS 0 Keeper 88 97 710X34PPX #10 x 3/4" Ph. PH 048 0 Ext. Pkt. Int. SS NOTES: 1) ITEMS #14-16, 48.49, 53-59, 73, 74 & 87-89, 08 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. # Part# Deecdpllon Materiel 100 12258 Sar Screen Top Rail 8083 T6 PJ 101 12257 Box Screen Sot an Rao 0063 T6 Al 102 12258 Bac Berton Side Rag 60531'5 Al 103 84428 Box Screen Interlock 808378 Al 104 17347A Bar Screen Snapan Bug Flop 608318 AI 105 84345 Bax Screen 0X0 Astragal Adaptor 608318 P4 108 17349 Bar Screen Astragal Adapter 606315 AI 107 19039 Bat Screen Frame 810 Add -as 6063 78 AJ 108 10038 Box Screen Heac9Jamb Add-on 608376 AI 109 720X1X #14-20 x 1" MS 0 Top Rill SS 110 720X112)4 #14,20 x 1-1/2' MS 0 Bottom Rall SS 111 717930 Wslp, .270"x .160' - Fin Seal SS 112 61806K Watp, .187" x .600' 0 Bug Flap Vinyl 113 78RAZ Standard Rader Nylon - 114 78RAX HD Roller SS 116 tortes Screen Locking 148,48 re Steal 118 419053 Screen Keeper Steel 117 76XIPPA #8 x 1" Ph. PH SMS Steel 118 119 1692/3/4 Screen Spline • .160" R .165" Vinyl 18160 Screen Cloth Fiberglass REEN # Part# Deeorlptlon Material 120 12033 Screen Frame Rell 8063 T5 Al 121 12028A Screen Frame - Side Roll (Latch) 806315 Al 122 17383 Screen 0)0 Astragal Adapter 608316 Al 123 4863K Screen Vinyl Astragal Adapter Rigid PVC 124 1901213 Forme SIII 8oroon Artl•on 608318 Al 125 8FP95K Bug flap, 05 41- 5 duro. Vinyl 126 78X112PSAT8 #8 x 1-1/2" Ph. PH 8148 (Assembly) 88 127 712027 Comer Key Wheel Aeeembly (Standard) Nylon 128 71202785 Comer Key Wheel Assembly (HD) 88 129 varies Screen Looking Hardware Steel 130 710X34PPSDAX #10 x 3/4' Ph. PH 8148 0 Screen Ast. SS 131 78X12PPSMSX #8 x 1/2' Ph. PH SMS 0 Door Ast. SS 132 1692/3/4 Screen Spine - .145" Vinyl 133 1818320 Screen Cloth Flberglaae priisooty V• CERT. OF AUT11.120208 VINYL SLIDING GLASS DOOR NOA (LM) AI 10/05/15 PARTS LIST J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1000 SGD-5570 NTS 21 OF 21 MD -5570.0 1,1 PRODUCT RENEWED as complyhtg with the Florida Building Code NOA-No. 15-1210.01 E xpiration D • 04/14/2021 B y " Miami - Product Control N3@ •' ttCE•.'P i s'r ' 140.58705 fi 0 ' •srAIE F FCORtO?.•'• c`2•\•:: III, IIII Ir�'r` 8. LYNN MILLER P.E. P.EA 65705 • •••• • • •••• • • • • • • • • ••• • •• • • • •• • • • • • • •• •4•• • • • • • • • • • • • i •••• • • • ••• •• •• • • • • • • 6 • • • • • • • • • • • • • • • • • • • • • • PRODUCT APPROVAL NUMEIRs....• FL #9520.1 . .... . . .... .. OPENING IDENTIFICATIONS: Between Openings 1/2/3 . ... .. • • •• • • • • • • • • • • • • • ••• • • • .. .. 8/11/2016 Florida Florida Building Code Online BCIS Home i Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge i Stats & Facts i Publications 1 FBC Staff 1 BOTS Site Map 1 Links 1 Search i)yrirala Product Approval USER: Public User product Approval Menu > product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL9520-R6 Revision 2014 Approved Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks • • sbrooks@cws.cc '•' '• Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc • •••• • • •••• • • •• • • • • • • • • • • •• • ••• • • • •••• ••• • • • •• • •• • • • • • •• •••• • •••• •. • • • • • • • ' •• • • • ••• • • • •• • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL9520 R6 COI EvalRep CWS -836A (3 in Mull. IMP).odf Referenced Standard and Year (of Standard) Standard Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/prapp dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ12gTuypublN2aqRxz26Lpc%3d 1/2 8/11/2016 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 02/16/2016 02/16/2016 02/17/2016 04/12/2016 Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: RE1 2:1 Credit Card Safe secu ritym ETT ICS' https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ12gTuypublN2agRxz26Lpc%3d 2/2 FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. Installation Instructions FL9520 R6 II CWS -836A (3 in Mull, IMP).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R6 AE EvalRep CWS -836A (3 in Mull, IMP).pdf Created by Independent Third Party: Yes 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, I-orizorjtal & Vert{Ca6 (Fin & Fla'4a • • • applications. (IMPACT) • • • •' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. • . • Installation Instructioires• • • • • • • FL9520 R6 II CWS -837A• li IrLtlull, IMP).pdf • • Verified By: Lucas A. Turner 58201 • Created by Independent lli?rt.Porty: Yos • • • • Evaluation Reports •••• • •• • • FL9520 R6 AE EvalRepCINTD•417A (4 in MhIPPMP).pdf•••• Created by Independent�Trl rty: Ya,s•:. •' •••v• • • • • 9520.3 5 1/2" Alum. Tube Mullion • 5 1/2" Alum. Tube Mullion, Horizontal 8AftePtittio, Fin &lange , applications. (IMPACT) : ... • 4 • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. •• • ••• Installation Instructions ' • ' • FL9520 R6 II CWS -838A (5.5 in Mull, IMP).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R6 AE EvalRep CWS -838A (5.5 in Mull, IMP).pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: RE1 2:1 Credit Card Safe secu ritym ETT ICS' https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ12gTuypublN2agRxz26Lpc%3d 2/2 URNER ENGINEERING & CONSULTING, INC. Product Description: PVC 3" Mullion 1-1-1758 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 836A April 27, 2015 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5th Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS -836A, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3833-1, -1A, -2, -2A, -3, and -3A, from National CertifiM.• Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Fetw"a,1'.E..••• • a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-0144;45, ASTM • 1996-04/06/09, and AAMA 450-06 4) Supplemental Calcs. to support CWS -836A, signed and sealed by Lut.ja Turner• P.E. Installation: Units must be installed according to approval document CWS08316PA. .• .•.. • •••• • .• • • • • '. Limitations of Use: This product: . • May be used up to the sizes and design pressures as shown in CWS -834 A, tising•Cltps is shown in CWS -836A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System, Inc. windows, please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. • Requires 6063-T6 aluminum mullion and clip extrusions. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Imo e!rrrri r fr% 0fr !/GE� _._s ..\S ..�G ��i • No 5$201 %I Z ti * * = 4/27/2015 ,'Ss i, STATE OFA Lucas A. Turner, P.E. FL PE #58201 .'.,#(6,7 '..,#(6,7•1q9.! ........ Lucas A. Turner ,�r-rQiiA� /''��� 2015-04-27 21:00-04:00 • • • • • •••• • • • ••• •• •• •• • •• • •• •• • • • • • •• • • • • • • ••• • •• • • • • •• • •. • ANCHOR CLIP •• • . • 3" PVC MULL BAR - LARGE MISSILE IMPACT SHOWN w/DIFFERENT OPTIONS • ••• • • • • • • • • • • • eeo TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 DP CHARTS 2-3 BOM & EXTRUSIONS 4 EXTRUSIONS 5 SECTION VIEWS 6-7 CONFIGURATIONS & ANCHOR NOTES 8 INSTALLATION DETAILS 9-10 9 ANCHOR CLIP EXAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY • • • • • • • • ••• • • •• • .• • • • •• • ••• r. TE : 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH • THE•I RIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH • VELO�I Y HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL • D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. • COtik9G -3 : VERTIC 3. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH. • • • (REFER TO SHEETS 2-3) • • 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE • • DESIGN OF THIS PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD DUOTION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. •• • • • • • ••• • 5. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. ANCHOR CLIP ANCHOR CLIP 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. 7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. 10. VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. O I O II I 0 1,4,L 111. X 0 I X X X Itc eeo TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 DP CHARTS 2-3 BOM & EXTRUSIONS 4 EXTRUSIONS 5 SECTION VIEWS 6-7 CONFIGURATIONS & ANCHOR NOTES 8 INSTALLATION DETAILS 9-10 9 ANCHOR CLIP EXAMPLE HORIZ/.VERT. MULLION FOR SECTION VIEW ONLY • • • • • • • • ••• • • •• • .• • • • •• • ••• r. TE : 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH • THE•I RIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH • VELO�I Y HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL • D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. • COtik9G -3 : VERTIC 3. SEE MULLION CHARTS FOR MAX. DESIGN PRESSURES AND LENGTH. • • • (REFER TO SHEETS 2-3) • • 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE • • DESIGN OF THIS PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD DUOTION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. •• • • • • • ••• • 5. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. ANCHOR CLIP ANCHOR CLIP 6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. 7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. 10. VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. ANCHOR CLIP EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY Lucas A. Turner 2015-04-27 21:00-04:00 Cuagolltr INDOW SYSTEMS 00 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT Lel a N 0 F a UPDATED PER 2014 FBC 1 EMK } m DESCRIPTION: O Z REVISIONS P•,1\ SF' : No 58201 \i1.1 : :*•� t: STATE OF ;�vu n' '0��F , R 0 R 1 t; 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE: ADE I 09/27/12 DWG #: IREV.: CWS -836 A SCALE: 1:25 SHEET 1 OF 10 I O II I 0 1,4,L 111. X ANCHOR CLIP EXAMPLE VERTICAL MULLION FOR PVC WINDOWS FOR SECTION VIEWS ONLY Lucas A. Turner 2015-04-27 21:00-04:00 Cuagolltr INDOW SYSTEMS 00 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3" PVC MULL BAR IMPACT Lel a N 0 F a UPDATED PER 2014 FBC 1 EMK } m DESCRIPTION: O Z REVISIONS P•,1\ SF' : No 58201 \i1.1 : :*•� t: STATE OF ;�vu n' '0��F , R 0 R 1 t; 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE: ADE I 09/27/12 DWG #: IREV.: CWS -836 A SCALE: 1:25 SHEET 1 OF 10 • • ••. • • • ••• •. .. • • • •• •• • • • • •• •• • • . ••• . • • . •. • •• • • Design Pressure Chart (PSF) for NON -INTERSECTED Impact PVC 3" Mullion H-1758, with 1522 clips usingrfour (4*#1I8orewS irfto MOOD o?ME'rRL'or 3/16" ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK equire 1/4" ELCO ULTRACONS. OPENING SIZE (in.) 39 45 51 57 63 69 75 3/8 MULL LENGTH (in. 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 81 • 80.: • .97. 84a 98 .g0.o 99 . 110.0. . DD7 3i$• 42 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53 1/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.8 • 8018 . 80.0 80.0 60.0 r :0.0 80.0 $do : 114 120 126 132 138 145 3/8 •80.0 • :80.0: 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ••60.0• 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 80.0 80.0 65.0 80.0 65.0 65.0 80.0 65.0 65.0 65.0 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 •38.9r • 76.6 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 ••65.1 0-0: ••74.8•• • • 611.0•• . 70• 65.0 65.0 65.0 65.0 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 96.0• 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 •&1.7 • 85.0• 594 63.5: • 56.9.1 • 59., DP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): 1522 CLIPS - (4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD •� . • "• • i . :• • - • Design Pressure Chart (PSF) for NON -INTERSECTED Impact PVC 3" Mullion H-1758, with 1776 clips with six (6) #10 Screws into WOOD or METAL or 3/16" ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS. OPENING SIZE (in.) 39 45 51 57 63 69 75 3/8 81 87 93 99 107 3/8 114 120 126 132 138 145 3/8 MULL LENGTH (in. 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 3/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 53 1/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 DP CHART IS FOR: NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END): 1776 CLIPS - (6) #10 SCREWS INTO WOOD or METAL - (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK TWIN VERTICAL MULLION L TRIPLE VERTICAL MULLION -- OPENING SIZE OPENING SIZE TRANSOM OVER TWIN VERTICAL MULLION z 0 w TRANSOM OVER TRIPLE VERTICAL MULLION x 1- 0 z W 2 I I LI I F-- OPENING SIZE ---I OPENING SIZE f -- TWIN HORIZONTAL MULLION 11/ 0 W 0 1.- MULL LENGTH NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. TRIPLE HORIZONTAL MULLION TW IN/TRIPLE HORIZONTAL MULLION CIT- OPENING N SIZE z0 + 2 0 7 i Imo--- MULL LENGTH - MULL LENGTH 1 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cwS.cC 3" PVC MULL BAR IMPACT A UPDATED PER 2014 FBC EMK 04/24/15 NO.: DESCRIPTION: BY: DATE: _ REVISIONS UPDATED PER 2014 FBC DESCRIPTION: 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION. DP CHARTS NON -INTERSECTED MULLS DRAWN BY: ADE DATE: 09/27/12 DWG#: CWS -836 REV.: A SCALE: 1:1 SHEET 2 OF 10 •••• •••• J • • •• •.• • • •• •• • • • • • •• • • • • •• • • • 0•••• • • • • • • •• • • • •••• • • •••• •••• • • • •••• •• •• • • • • • • • • • • • • • • • • • • • • • •• • . •.• . . . ... •. •• . • •• . •• .. • •• . . • • • • • • • • . • • • • . • Design Pressure Chart (PSF) for INTERSECTED Impact PVC 3" Mullion H-1758, with 1522 clips using four44) #106crS UNntdWVOODPor MEAL dr /76" ITW Tapcons into SOLID CONCRETE or WOOD, or 1776 clips with six (6) #10 Screws into WOOD or METAL or 3/16" ITW Tapcons into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1/4" ELCO ULTRACONS. OPENING SIZE (In.) 39 45 51 57 63 69 75 3/8 MULL LENGTH (in.) 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 42 3/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48 3/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 81 ,•_ 8!•; 93'• ;99 16%3/8 50.0. •50.0• 050.0.4 n.p • 54.0 50.0 ; ;540 5010 50.6 .Q 50.0 • 501) 50.15' • 50.8 •�� 4114 120 126 132 138 145 3/8 •-50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 53 1/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 63 50.0 50.0 50.0 50.0 50.0 50.0 50.0 68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 72 50.0 50.0 50.0 50.0 50.0 50.0 50.0 75.375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 Deo 0.Q•. 347G1;50.0• 50.0 56.0 .•60.6 • 60.(! 1950.0 • 50.0 50.p ; to.1 • :OA i 45.4 50.0 66.0 • 116.8• 44.17 ''d0.d' 50.0 • 50.0 50.0 50.0 50.0 50.0 50.0 48.1 50.0 49.4 47.3 • 49.8 • 44.0 47.6 DP CHART IS FOR: INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING EITHER (PER END): 1522 CLIPS - (4) #10 SCREWS INTO WOOD or METAL - (4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK 1767 CLIPS - (6) #10 SCREWS INTO WOOD or METAL - (6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD - (6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK TWIN/TRIPLE VERTICAL MULLION 1- (7 z w OPENING SIZE HORIZONTAL MULLION OPENING SIZ L I I ISINGLEI TWIN OR 'TRIPLE' UNITS 'BELOW' MULL LENGTH •"i NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cwS.CC 3" PVC MULL BAR IMPACT w 8 w } UPDATED PER 2014 FBC DESCRIPTION O Z REVISIONS ,,,,,P1jOREw,Tli•i ��GQ • y�G E IY SF• ;'Q2'��. •• v : • No 58201 .1 *: * t,* fr.-3,3) STATE OF 11411.i.:•�•.�c�` • �.; 0 R11411.i.: ":4S +ONA� a%**N 4/27/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: DP CHART INTERSECTED MULLS DRAWN BY: ADE DATE: 09/27/12 DWG #. CWS -836 REV.: A SCALE: 1:1 SHEET 3 OF 10 ITEM PART # DESCRIPTION 1 2 3 H-1758 1 3/8" x 3" MULLION TUBE #10 OR #12 HEX WASHER HEAD TEK SCREW "(see note below) #10 x 1 1/2", PANHEAD PHILIPS ZINC 4 #10 FLAT WASHER 7 S-1897 MULLION CLIP 8 SEALANT 9 S-1895 DRIP CAP 10 S-1896 FLANGE ADAPTER 11 S-6018 MULLION INTERIOR COVER 13 P-3486 MULL BAR CAP 14 F-1522-013 3" SLOTTED NEW CONTRUCTION FIN MULL CLIP 15 F-1522-006 3" SLOTTED T -CLIP 16 F-1767-001 L -ANGLE 3" MULL CLIP, STANDARD 17 F -1767-004L L -ANGLE 3" MULL CLIP, FIN, LEFT 18 F -1767-004R L -ANGLE 3" MULL CLIP, FIN, RIGHT 19 #10 HEX WASHER HEAD TEK SCREW 20 #10 FH TEK SCREW LINE ITEMS NOT USED: 5-6, 12 • USE WOOD SCREW SIZE (810 OR 412), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT MULLION INTERIOR COVER S-6018 F--13/8"--1 3" MULLBAR H-1758 FLANGE ADAPTER S-1896 T-- 13/16" L'J 1/16" DRIP CAP S-1895 TOP VIEW 21/16"1 1 3/16" MULLION CLIP S 1897 SCORE, BEND AND BREAK TO REMOVE FIN FOR FRAME ATTACHEMENT TO MULL BAR TYP FIN FRAME /8" DETAIL A 3:1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • • 000 • • • 000 •• •• • • • •• •• • • • • •• •• •• • • • • • •• • • • • • • • • • •• • • •• • • • • 000 • • • • *FEMME TYPE OPENING "T" MULLBAR CLIP (F -1522 -XXX) • 000 • • • • • • • • • •I • • • • • • • • • • • • • •• . • • • • • • 1 • • 0410 • • 1 • • *FIN • NEW RETRO F-1.522-0_13 F-1522-006 -013 "L" MULLBAR CLIP (F -1767 -XXX) F-1767-001 F-1767-001 F-1767-004(L&R) RETRO F-1522-013 F-1767-004(L&R) Cuaggom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC • • BOX NEW NOT RECOMMENDED F-1767-001 RETRO F-1522-006 F-1767-001 • • • • • • • 0.0 • • • • • • • • •• • • • • • ••• •• • 2j4 1/8" 4 7/8 F- 1522 - 013 NEW CONSTRUCTION / FIN INSTALLATION } 2 1 5/16" 3" PVC MULL BAR IMPACT A UPDATED PER 2014 FBC EMK 04/24/15 NO.: DESCRIPTION: BY: DATE: REVISIONS UPDATED PER 2014 FBC DESCRIPTION: E14 ,/ . No 58201 : 93 *:• :9\ STATE OF °0:0*.` 4. O R 10!." ............... ...Sf NA' E .O• 4/27/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DATE: 09/27/12 DWG4: 'REV.: CWS -836 A SCALE: 1:2 SHEET 4 OF 10 7/16" 1 7/16" (1 7/8") IIMIN ]L 6 '/16" 1 11/16" y 3/6 1 5/16" 3" PVC MULL BAR IMPACT A UPDATED PER 2014 FBC EMK 04/24/15 NO.: DESCRIPTION: BY: DATE: REVISIONS UPDATED PER 2014 FBC DESCRIPTION: E14 ,/ . No 58201 : 93 *:• :9\ STATE OF °0:0*.` 4. O R 10!." ............... ...Sf NA' E .O• 4/27/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DATE: 09/27/12 DWG4: 'REV.: CWS -836 A SCALE: 1:2 SHEET 4 OF 10 "L" ANGLE 3" MULL CLIP, FIN (LEFT) F 1767.004L OUTSIDE • ••• • • • • • •• • • • • •• • • • • •• •• •• • • • • • •• •••• •• • • • •• •• • . • • • • ••• • • • i • •. • • • • • •FAME TYPE OPENING T' MULLBAR CLIP (F -1522 -XXX) "L" MULLBAR CLIP (F -1767 -XXX) FLANGE • ••• • • • ••• • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • ••• • •6• • i • 'IN NEW F-1522-013 F-1767-001 RETRO F-1522-006 F-1767-001 NEW F-1522-013 F-1767-004(L&R) RETRO F-1522-013 F-1767-004(L&R) Coogan WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC BOX NEW NOT RECOMMENDED F-1767-001 RETRO F-1522-006 F-1767-001 •• • • • •• ••• •• • • • • • • • • • • • • • • • • • • • "L" ANGLE 3" MULL CUP, FIN (RIGHT) F -1767-004R 'OUTSIDE' 3" 6 7/8" "L" ANGLE 3' STANDARD MULL CLIP - F-1767-001 3" PVC MULL BAR IMPACT 1.0 `71. - UPDATED PER 2014 FBC 1 EMK DESCRIPTION: O z REVISIONS ,,t,t"`j0 RE ####### P w #.� w No 58201 :1)1. * '; 0: STATE OF 41u ',4S,ONA, ,, ,,. 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: EXTRUSIONS DRAWN BY: ADE DWG#: CWS -836 DATE: 09/27/12 REV.: A SCALE: 1:2 SHEET 5 OF10 SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION A HORIZONTAL MULL BAR SECTION \....§J FLANGE FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL • •••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •••• •• • • • • • • • • ••• • • •. • • • • ••• I • ••• • • I • ••• • • • • • • I •• • • • • • • • • • • • • • • ••• • • • • • 1 • • • ••• • ••• • • • • ••I ••• •• APPLW SEALANT ALONG FULL • • LENG1111 OF WINDOW FRAME • i-• • • • • ' GROOVE PRIOR TO ATTACHING • COVER • • • ••• •• EDHORIZONTAL MULL BAR SECTION FIN FRAME WINDOW cDsAA VERTICAUHORIZONTAL MULL BAR SECTION BOX FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION (SEE DETAIL B) (\VERTICAL MULL BAR SECTION \)FLANGE FRAME WINDOW FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL SEAL BEHIND FLANGE PRIOR TO ATTACHING TO MULLION 10 (SEE DETAIL B) 8 VERTICAL MULL BAR SECTION s FIN FRAME WINDOW APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP ADAPTOR n DETAIL A APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING FLANGE ADAPTOR DETAIL B V- l5alilJ oo8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 3" PVC MULL BAR IMPACT v N 0 0 N LU W UPDATED PER 2014 FBC DESCRIPTION: O 2 REVISIONS ,,'PNG N ' I TG,0, • No 58201 • ?1: *; * ;*= =ro: li. STATE OF : Q • 0** ; i�,�S O R 1 O •� 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS MULLS DRAWN BV: DATE: ADE 09/27/12 DWG It: 'REV.: CWS -836 A SCALE: 1:2 SHEET 6 OF 10 A 18 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • • •••• •• • •• • •• •• • •• • • • • • ••• • • • • ••• • • ••• • • ••�--ll• • • • • • • • `-i •• • • • • • • • • ••• • • • • • • • • • • • ••• • ••• • D A D •• • • • • •••• • ••• •• • • •• ••• •• • T•• • • • • • TOP VIEW FIN FRAME 5" MULLBAR (H-1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) SEE NOTE 1 /16" MAX EDGE DISTANCE SEE NOTE 4 SEE NOTES 1 & 2 (1 EA./CLIP) \.2„..,/ 5" HORIZ. TO 3" VERT. MULLBAR SECTION FLANGE FRAME WINDOW SEE NOTE 1 •• •• 4" MULLBAR (H-1759) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) 11/16" MAX.GE DISTANCE SEE NOTE 4 SEE NOTES 1 & 2 (1 EAJCLIP) /d.\ 4" HORIZ. TO 3" VERT. MULLBAR SECTION 77 FLANGE FRAME WINDO—W SECTION VIEW A -A SEE NOTE 1 .21m E -11G irlir A 0 II m 11/16" MAX EDGE DISTANCE 1 SEE NOTE 4 g SEE NOTES 1 & 2 (1 EA./CLIP) 3" HORIZ. TO 3" VERT. MULLBAR SECTION 7 FLANGE FRAME WINDOW NOTES: 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 (QTY 1) AND 20 (OTY 1), AS SHOWN ABOVE. 2. PRE -DRILLED HOLES (THRU FIN CLIP 1897), BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9/32" AND A MINIMUM CENTER TO CENTER SPACING OF 1/2". 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL. Crogom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR IMPACT N O w 0 uJ w m UPDATED PER 2014 FBC DESCRIPTION: O Z REVISIONS 4/27/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS MULL INTERSECTIONS DRAWN BY: IDATE: ADE 09/27/12 DWG 6: REV.: CWS -836 A SCALE: 1:2 SHEET 7 OF 10 • •••• • • • ••• •• •• •• •• • •• •• • •• •• • • •• •• •• • • • •• • • • • •••• •• • • • r 1- z w L TWIN VERTICAL MULLION OPENING SIZE TWIN HORIZONTAL MULLION 1- MULL LENGTH --I NOTES: i w (n z z 0 0 T I ---MULL LENGTH TRIPLE VERTICAL MULLION --, OPENING SIZE f TRIPLE HORIZONTAL MULLION --I r 1- W 2 L • • • • • ••• • • • • ••• TRANSOM OVER TWIN VERTI)rAL MJJ JON • • • • • • • • • • • • • • • - - • • • 1• • • • • • • • • 1 • • • 1 • • • / • • OPENING SIZE ---I TWIN/TRIPLE HORIZONTAL MULLION OPENING SIZE L MULL LENGTH I • • • • • • • • •• 0 0 z • • �} • • • TRANSOM OVER TRIPLE VERTIC®L M1 )4 N • 1• • •• • • • • • • • • • ••• • •401 • • • • • • •• • • • • • • • •01.11 • • OPENING SIZE F�-- TWIN/TRIPLE VERTICAL MULLION 0 z I-- OPENING SIZE -1 F CO L7 z NOTES: 1. THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. 2. AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S) ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3. NON -INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. HORIZONTAL MULLION SINGLE TWIN OR TRIPLE UNITS BELOW 4-- MULL LENGTH --I 1. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 2. MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9. 3. ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 9. 5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE -1 X BUCKS ARE OPTIONAL. 6. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. 7. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 1 00(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) cua I ! l [tip, WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 3" PVC MULL BAR IMPACT a N O W O 2 W } m UPDATED PER 2014 FBC DESCRIPTION: O Z REVISIONS LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: CONFIGURATIONS AND ANCHORAGE NOTES DRAWN BY: ADE DATE: 09/27/12 REV.: DWG #: CWS -836 A SCALE: 1:1 SHEET 8 OF 10 • •••• • • • ••• •• •• • •• • •• •• • •• • • • • • • • • • • •• ••• •• • • • SEALANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT RETRO FIT MULL BAR CLIP MULL BAR INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REQ'D TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 . . • • . • • ••• • • • • ••• • ••• s • • ••• • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • ••• • •• . • • •• ••• •• • • • • • • "L" ANGLE MULL BAR CLIP • • • • • • • • • • • • TWO REQ'D PER EACH END OF MULL SEALANT ALONG OUTSIDE EXPOSED EDGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 ADD STRUCTURAL ELEMENTS AS REM/ TO MAKE LEVEL FOR MULL BAR MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 VERTICAL SECTION TYPICAL FLANGE (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATIO Tc : .. :. . • . _• :k -S $U 8?RXT T PE ANCHOR TYPE MIN. EMBEDMENT CONCRETE (2.0 KSI MIN.) 3/16" RW TAPCON 1" 3" tuok8RGa,85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" HOLLOW or GROUT-FILLEDCMITMOf -9U) 174 CLW ULINMLOW 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 3/16" MN TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILT! KW IK -FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-15 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" MIN. EDGE DIST. SEE TABLE 1 0 VERTICAL SECTION TYPICAL FLANGE ("L" ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION NOTES: 1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. 2. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. 3. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 4. FOUR (4) ANCHORS REQUIRED PER "T" MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3. 5. SEAT MULLION TIGHT TO MULL CLIP. 6. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. Caugollo WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3" PVC MULL BAR IMPACT ut N 0 1- LU W UPDATED PER 2014 FBC DESCRIPTION: O 2 ``,,,,F NO E N,' •TG�Q �. VP rye SF .••,y No 58201 ".:1,)".••..' *• ; .9 STATE OF , tut �iQ.ri' ,"� P, •`caw.` tttttttttttttttt 4/27/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 I SHEET DESCRIPTION: INSTALLATION DETAILS FLANGE DRAWN BY: DATE: ADE 09/27/12 DWG#: REV.: CWS -836 A SCALE: 1:2 SHEET 9 OF 10 SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 • • ••• • • • ••• •• •• • • •• •• • • •• • • • • •• • • • • •• • •• ••• • • •• • •• • •• •• • • • • • ••• • • • • ••• • ••• • • • ••• • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • 1 • ••• • ••• • • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• RETRO FIT "L" ANGLE CUP MULL BAR CLIP TWO REO'D PER EACH END OF MULL INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN. EMBEDMENT SEE TABLE 1, SHT 9 C-_ F- VERTICAL SECTION 10 TYPICAL FIN (RETRO FIT) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION MIN. EDGE DIST. SEE TABLE 1, SHT 9 SEALANT ALONGE OUTSIDE EXPOSED EDGE BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 9 INSTALLATION ANCHOR SEE TABLE 1, SHT 9 MIN. EMBEDMENT SEE TABLE 1, SHT 9 MIN. EDGE DIST. G \ SEE TABLE 1, SHT 9 VERTICAL SECTION 101 TYPICAL FIN ("L" ANGLE) ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION NOTES: 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION. 2. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW UNIT AS NEEDED. 3. FOUR (4) ANCHORS REQUIRED PER "T" MULL CLIP, SEE SHEETS 2-3. THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3. 4. SEAT MULLION TIGHT TO MULL CLIP. 5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW SPECIFIC INSTALLATION DETAILS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 3" PVC MULL BAR IMPACT N 0 H W Y m UPDATED PER 2014 FBC DESCRIPTION: O Z REVISIONS NN pajOREW,TG���i ENS.tiQ� 58201 "" *: * :*? :7aOS STATE OF 4, i �. ♦�� '4. OR t �j\��,, q*SS+ONA� �.,4 72- 4/27/2015 LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS FIN DRAWN BY: ADE DATE: 09/27/12 DWG#: 'REV.: CWS -836 A SCALE: SHEET 1:2 10 OF 10 ...• . • .•.. • • • • • • • ••• • •• • •• • • . • • • • •• •••• • • • • • c••.• •• • •••• • • •••• • • • •••• •• •• • • • • • • • • • • • • • • • • • • • • ••• • ••