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WS-17-19171 I e I 4 4 4 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 426 GRAND CONCOURSE Miami Shores, FL Owner Information Permit NO. WS -7-17-1917 Permit Type: Windows/Shutters e rim'tot1tj0n: Window/Door Replacem Permit Status: APPROVED Issue Date: 7/27/2017 Expiration: 01/23/2018 Parcel Number Applicant Address Phone Cell HERIBERTO CRUZ 1000 NE 96 Street MIAMI SHORES FL 33138- 1000 NE 96 Street MIAMI SHORES FL 33138- Contractor(s) AMERICAN STORM PROTECTION Phone CeII Phone (305)264-0446 (305)513-0514 Valuation: Total Sq Feet: $ 27,068.00 0 Type of Work: REPLACING 17 IMPACT WINDOWS, 3 IMPA No of Openings: 21 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $16.80 $4.65 $4.65 $5.60 $5.00 $310.00 $9.00 $22.40 $378.10 Pay Date Pay Type Invoice # WS -7-17-64697 07/27/2017 Credit Card 07/27/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 328.10 $ 328.10 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above-na ed contrato do the work stated. Authorized Signature: Owner / Applicant / Building Department Copy tor / Agent July 27, 2017 Date July 27, 2017 1 fi BUILDING PERMIT APPLICATION XBUILDING ❑ ELECTRIC 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 FBC 20 Master Permit No. V V Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING El MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: L 240 ( , f J4 C i of eptiRSE City: Miami Shores County: Folio/Parcel#: 11- 3Z%, -017- 0070 Occupancy Type: Load: Miami Dade Zip: .33/32 Is the Building Historically Designated: Yes Construction Type: Flood Zone: BFE: NO ✓ FFE: OWNER: Name (Fee Simple Titleholder): 11-/E// /2Er2 /D e.e et) z, Phone#:60 .3 g5 Address: q? o G i�.) L01\101)1)ksE City: 1\-11A-144; S-#04 E6 State: FG Zip: 33 /3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: <Company Name: i'". -777e r.44 -r() 5T//:i k.T<O,l Phone#: 3/573-D ) S" Address: iObO/ /flu) /171 6T ATE/ Z3 City: I- Atil / N State: � Zip: 33/ 7 2 -- Qualifier Qualifier Name: _.SC.T.YiQ77 � ��Get"' (� 1J �/ Phone#: State Certification or Registration #: GG C. /S/3 7 V Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ,27)06g Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New1 ❑ Repair/Replace ❑ Demolition Description of Work: � ACHUI 11i kt eACI. W ID OO A (3 k 1.9AcT ooescts 44N 0 CI q,q(t,�at bv12 ,r %; j 7 Specify color of color thru'tile: ��]]�� Submittal Fee $ —.4'.'" h �. + Permit Fee $ 310 ` VU CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ S • p Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 3 ' I V (Revised02/24/2014) r r� -1 I Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State .Zip 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. Signatur OWNER or AGENT The foregoing instrument was acknowledged before me this day of 'JU.? , 20 cl , by ?J'B_ 0� who` is personally known to _—tV me or who has produced t SE Vim2- identification and who did take an oath. NOTARY PUBLIC: Seal: +fRr ru Notary Public State of Florida } ri Sindia Alvarez _ }.. My CommissionFF 156750 ****************e.* .•.•.**_,R,21P, ,2* * * * .* * APPROVED BY (Revised02/24/2014) CONTRACTOR The foregoing instrument was acknowledged before me this TSF day of --i 1417 ,20 /7 ,by --)0711,42k) n cc7,l.vho is personally known to Mme or who has produced < as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: MICHAEL MARRERO Commission # GG 58774 My Commission Expires n� „�`� December 28, 2020 ********************************************************** Plans Examiner Structural Review Zoning Clerk Property Search Application - Miami -Dade County Page 1 of 1 OF THE PROPERTY APPRASER Summary Report Property Information Folio: 11-3206-017-0070 Property Address: 426 GRAND CONC Miami Shores, FL 33138-2463 Owner HERIBERTO CRUZ JTRS HUMBERTO ARMEDA JTRS Mailing Address 426 GRAND CONCOURSE MIAMI, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,006 Sq.Ft Living Area 1,690 Sq.Ft Adjusted Area 1,841 Sq.Ft Lot Size 9,750 Sq.Ft Year Built 1949 Assessment Information Year 2017 20161 2015 Land Value $343,144 $311,9491 $214,797 Building Value $82,182 $82,182 $82,182 XF Value $607 $607; $531 Market Value $425,933 $394,738 $297,510 Assessed Value $359,987 $327,261, $297,510 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $65,946 $67,477 $0 Note: Not all benefits are applicable to all Taxable Values (i e. County, School Board, City, Regional). Short Legal Description AMD PL OF MIAMI SHORES SEC 4 PB 15-14 LOT 12 & NE1/2 LOT 13 BLK 86 LOT SIZE 75.000 X 130 Generated On 7/27/2017 Taxable Value Information Previous 2017 2016 2015 County Sale Price Exemption Value Description $0 $0 $0 Taxable Value 04/13/2017 $359,987 $327,261 $297,510 School Board $100 27883-1246 Exemption Value Taxable Value j $0 $425,933 $0 ..............._...................... $394,738 $0 $297,510 City Exemption Value 1 $0 $0 $0 Taxable Value $359,987 $327,261 $297,510 Regional Exemption Value j $0 $0 $0 Taxable Value $359,987 $327,261 $297,510 Sales Information Previous OR Book - Sale Price PageQualification Description 04/17/2017 $257,500 30510-4341 Partial interest 04/13/2017 $257,500 30510-4343 Partial interest 10/07/2011 $100 27883-1246 Corrective, tax or QCD; min consideration 02/02/2009 $100 26789-4156 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 Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 7/27/2017 Miami Shores Village 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). Acknowledgemej,t: ier/Owner Signature -So7-7€Sh 7A) JoNaS//aN Date Print Name Heriberto Cruz 426 Grand Concourse Miami Shores, FL 33138 CWS 8200 Series Horizontal Roller FL16736.1 35-3/4 x 49-/ CWS 8200 Series Horizontal Roller FL16736.1 35-3/4 x 37-7/3 CWS 8200 Series Horizontal Roller FL16736.1 51-7/ix 49-% m m cn N BEDROOM CWS 8200 Series Horizontal Roller 1/4-1/2-1/4 FL16736.2 109-3/4 x 61-3/4 0 x 12 CWS 8400 Series Casement Hinge Left FL6890.1 35-3/4 x 37-% CWS 8700 Series Hinge Left FL14850.1 x 79- 34- u'_/9' ''/e 3/a CWS 8150 Series Picture Window FL13010.1 75-3/a x 37-7/8 CWS 8150 Series Picture Window FL13010.1 35-34 x 49-/ APPROVED ZONING DEPT BLDG DEPT Scores Vill1,�e BY CWS 8400 Series Casement Hinge Left FL6890.1 35-3/4 x 49-7/3 CWS 8200 Series O Horizontal Roller St L13J1'CT TO COMPLIANCE WITH ALL FEDERAL STA All AND CON \TY (RULES AND rONS CWS 8200 Series Horizontal Roller FL16736.1 35-3/4 x 49-/e CWS 8200 Series Horizontal Roller FL16736.1 51-% x 49-7. CWS 8200 Seri Horizontal Roller FL16736.1 51-7/8 x 61-3/4 21 x 0 CWS 8150 Series Picture Window FL13010.1 35-3/4 x 49-'/e indows and oars ;t 1'34 M4Sei ateist �, 'I nr TM 249 Series Hinge Left 15-0611.05 X 40-Y4 x 82-7/8.• • • • • FL16736.1 35-3/4 x 49-/ CWS 8100 Series Single Hung FL16177.1 17-/ x 37-7/3 • • -I* 0 • • • • •• • CAPS Pr • • • rlaizentel RoNer: FL16336.i 72-3/4 x 61-3/4 • •• • ..• ••• • • • • ••. • •.• • • • • • • • • • • • •.• • • • . • • •• • • • • .. • • • •• •.• Masonite FGD Right Hinge FL4334.1 30 x 80 • • • • • • •�• •• ••• • • • • • •• .•• • • • • • • • . • • . • •. •• • .•. . • Amarr H3000 Garage Door 15-0505.22 9' x 7' 7/17,b t WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT. 3f dtr11&/ee4Jaf ADDRESS. LW, Grand Col/ICON-A@ PROJECT: bAr'/D CrOZ 0 A a O vt O CC ti 7 9, N 1 tz C EXPOSURE "C " Roof Elev. (ft) oani} Shales. FL City State WIND VELOCITY = 175 MPH Tributary Area (Sq. Ft) 15 17 + 10 40.1 43.5 41.0 44.5 42.5 46.1 43.4 47.1 44.8 48.6 45.8 49.6 46.2 50.2 47.7 51.7 49.1 53.2 50.5 54.8 51.4 55.8 52.8 57.3 53.8 58.3 15 39 42.4 40.0 43.4 41.3 44.9 42.3 45.9 43.6 47.4 44.6 48.4 45.0 48.9 46.4 50.4 47.8 51.9 49.2 53.4 50.1 54.4 51.5 55.9 52.4 56.9 20 38.3 41.7 39.2 42.7 40.6 44.2 41.5 45.1 42.8 46.6 43.7 47.6 44.2 48.1 45.5 49.5 46.9 51.0 48.2 52.5 49.1 53.5 50.5 54.9 51.4 55.9 25 37.7 41.1 38.6 42.1 39.9 43.5 40.8 44.5 42.2 46.0 43.0 46.9 43.5 47.4 44.8 48.9 46.1 50.3 47.5 51.8 48.4 52.7 49.7 54.2 50.6 55.1 30 35 37.2 40.6 38.1 41.6 39.4 43.0 36.8 40.2 37.7 42.2 39.0 42.6 9.9 44.0 41.6 45.4 42.5 46.4 42.9 46.9 44.3 48.3 45.6 49.7 46.9 51.2 47.8 52.1 49.1 53.6 49,9 54.5 43.6 41 GENERAL NOTES 42.0 45.9 42.5 46.4 43.8 47.8 45.1 49.2 46.4 50.6 47.2 51.6 48.5 53.0 49.4 54.0 TABLES VAUD ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. 40 36.5 39.9 37.4 40.8 38.6 42.2 39.5 43.2 40.8 44.6 41.6 45.5 42.1 46.0 43.4 47.4 44.7 48.8 45.9 50.2 46.8 51.2 48.1 52.6 48.9 53.5 ROOF ELEVATION "H", IS DETERMINED BY USING FIGURE 1 AS REFERENCE. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. 45 36.2 39.6. 37.0 40.5 38.3 41.9 39.2 42.8 40.4r 44.2 41.3 45.2 41.7 45.6 43.0 47.0 44.3 48.4 45.5 49.8 46.4 50.8 47.7 52.2 48.5 53. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN ROOF HEAIGHT AND APPLY TO ALL FLOORS. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR SHOWN BUILDING HEIGHT IN END ZONE. 50 35.9 39.3 36.8 40.2 38.0 41.6 38.9 42.5 40.1 43.9 41.0 44.9 41.4 45.3 42.7 46.7 43.9 48.1 45.2 49.5 46.0 50.4 47.3 51.8 48.2 52.7 O .-I A 41 O. 0 tit CC 1.11. d YI i 9, 41 N a N 41 IV Roof Elev. (ft) 33135 ZIP ROOF SLOPE > 100 Tributary Area (Sq. Ft) 10 15 40.1 39 53.7 51.6 41.0 40.0 55.0 42.5 56.9 43.4 58.1 44.8 60.0 45.8 61.3 58.9 46.2 45.0 61.9 59.5 47.7 46.4 63.8 61.3 49.1 47.8 65.7 63.1 50.5 49.2 67.6 64.9 51.4 50.1 68.9 66.2 52.8 51.5 70,8 68.0 53.8 72.0 52.4 69.2 38.3 37.7 37.2 36.8 50.1 48.9 48.0 47.2 39.2 38.6 36.5 36.2 46.5 45.9 50 35.9 47.6 46.9 44.2 43.5' s12.,9 57.7 56.4' SS.3 45.5 4611:'+11 59.5 591 '97.0 46.9 I!1! ••45.f 51.3 99.9 589 48.2 V.5 •46.9 63.0 6L'6' 60.1 48.4 47.8 62.7 61.5 50.5 49.749.1 66.0 64.5 v 63.2 51.4 50.6 49.9 67.2 65.6'', 64.3 36.8 46.4 48.0 39.9 39.5 39.2 38.9 51.1. 503 ' 49.6 49.0 41.2 4Q.8•40.4 404.! ••• • 52 7 • SL2 50.6 • • 42.0 41.6.111:3 410 ,••• 53.8 43.0 52.3 517 • •••• 425 %1.41.7 43.4 • 54.4' 43.6' 52.9 5L.3 .8 asp :4, 3.0 48.1 � • • • •' 43 561 55.2• 464.5 58144 ••• 45,1 44.4 44.3 43.9 •. 57.7. 56.9. 56.1 Sia. • • : 46.46 45.9 45.5 46.2 • 58.40 •58.5 .57.7 :: b'••' 47.2 46.8.:46.4 46.0 • 59.6 58.8 5 48.1 47.7 2 51.2 60.4 49.4 47.3 59.7 48.2 60.8 FIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION ELEVATION "H" FOR SLOPED ROOF'S IS THE MEAN ROOF HEIGHT. ZONE 40 4iwooiioiv..shoZONE 5 MI 411111111 11111r NO THIS DOCUMENT IS NOT VAUD WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS dab: 10-02-13 drawn by: M.F. checked by: H.M.I DWG NO. 1 SHEET 1 OF 1 REVISIONS: no. dote by description AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 Sunset Dr. Suite TEL. (305) 264-8100 220 Miami, FL 33173 FAX. (305) 262.6978 JUN 1 j6 17 JAVAD AHMAD F1A P.E. # 70592; EB CAN. 3538 MIAMI= COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 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 jltis i duct or material tested for quality assurance purposes. If this product or material fails to perform:in the accepted twiner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mbtlify'or suspennfir use of such product or material within their jurisdiction. RER reserves the right to revoke this Wee, if it is determined by Miami -Dade County Product Control Section that this product or material fails to nie.et'thts requirements of the applicable building code. ."".•. • This product is approved as described herein, and has been designed to comply with the Floridalluilding Code' including the High Velocity Hurricane Zone. . . "'. • DESCRIPTION: Model 1200 Heritage & Oak Summit 3000 Steel Sectional Gir:a a Door up toy' -0" Wide with Impact Resistant Windows ; • ; . APPROVAL DOCUMENT: Drawing No. IRC -1209-189-21-I, titled "Model #1f001.1 ritage:&'Oak • • Summit 3000 Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, tlated05/08/'807cwith . • revision C dated 10/28/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. • • Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NDA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 tnanufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0414.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. • • . . • MIAMI•DADE COUNTY APPROVED NOA No. 15-0505.22 Expiration Date: September 6, 2017 Approval Date: July 23, 2015' Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 14-0414.10" 1. Drawing No. IRC -1209-189-21-I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, dated 05/08/2007, with revision C dated 10/28/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 14-0414.10" 1. Addendum to Test Report No. ATLNC 0909.01-13 prepared by American Test Lab, Inc., dated 05/20/2014, signed and sealed by David W. Johnson, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FIC TAN)X94 94 2) Large Missile Impact Test per FBC, TAS 201.94: ... . • • 3) Cyclic Wind Pressure Loading per FBC, TAS•20S•94 • 4) Tensile Test per ASTM E8 • 5) Forced Entry Resistance Test per FBC, TAS•:0':;94 i.•.:• along with marked -up drawings and installation diagram of 9'x x..24 ga st l arage • • door Model 1200 Heritage 3000, prepared by American Test L' b, •Inc., Test 1 ojk rt No. ATLNC 0909.01-13, dated 12/17/2013, signed and sealedB-Mvid W. Johnson, • • . •. . P.E. . .. . Submitted under NOA # 12-0228.03" • •• •• 3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. • . . . "Submitted under NDA # 12-0228.09" 4. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01-11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 07-0706.05" 5. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0430.01-07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E. 6. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Test Report # HETI-07-T707, dated 05/30/2007, signed and sealed by Candido F. Font, P.E. E -1 Ara.44or'- 07//c/2-405 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0505.22 Expiration Date: September 6, 2017 Approval Date: July 23, 2015 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 14-0414.10" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/24/2014, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 12-0228.03" 2. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shelmerdine, P.E. . • • • • . • ••• •••• • • • •.• • ••• • •• D. QUALITY ASSURANCE • • 1. Miami -Dade Department of Regulatory and Economic Resources(ItER) . •• . •••• • •• • •• ••• • '•• E. MATERIAL CERTIFICATIONS "Submitted under NOA # 12-0228.Q.1;' •• 1. Test report on Surface Burning Characteristics on the expandet pol}styreue UL file # • R11812.• • • • •• . ••• • ••• • •• • • • • F. STATEMENTS 1. Statement letter of code conformance to the 5th edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by Tomas L. Shelmerdine, P.E. E -2 D?115Iip'S Carlos M. Utrcra, P.E. Product Control Examiner NOA No. 15-0505.22 Expiration Date: September 6, 2017 Approval Date: July 23, 2015 12 GA GALV. COMMERCIAL TDP ROLLER BRACKET ATTACHE) 9/04> 1/4' x 3/4' HEX HEAD SCREWS PER BRACKET O) 3 3/8' X 22 GA R TRUSS ATTACHER V/ (2) 1/4' X 3/4 HEX HEAD SCREWS PER STILE 0 RBI LLER V/9' STEN ODD 10 BALLEO>R7% 6' 7 RETAINER USED FOR THREADED FASTENERS TYPICAL TOP FIXTURESC) N.LS 3 5/8' 20GA R -TRUSS ATTACHED V/ (2) 1/4' X t 3/4' HEX HEAD SCREWS AT EACH HINGE 14GA DURASAFE CENTER HINGE ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCRCVS TYPICAL DURASAFE CENTER HINGE N.T.S. till xr♦ ilrY//// /// / // // 10 SEC (TAME O ON PAGE 4 FOR RECOMMENDED SECTION CONFIGURATION 0 1 —A s4 9' 0' MAX 3 3/4' NIH. 510EROON r -- 5/16' x 15/9' (.65 SCREW /0 PER JA/111 BRACKET INSIDE ELEVATION N.TS (I) 2-1/2' X 3-1/2. 18CA TACKER PLATE AT EACH INTERMEDIATE AND ENO HINGE LOCATION (4GA DURASAFE ROLLER CARRIER ATTACHED TO R -TRUSS V/ (3) 1/4' x 3/4' HEX HEAD SCREWS PER CARRIER 11 '4. 2' 10 BALI STEEL ROLLER V/9' STEN AND (1) RETAINER USED FOR THREADED SHAFTS PER ROLLER 2' 2040. STRUT ATTACHED W (0) (/4' X 3/4' HEX HEAD SCREWS AT EACH END STILE, CENTER STILE AND INTO BACK SKIN NIDVAY BETVECN CENTER STILE AND END 000.2 3 5/0' 2216 R -TRUSS A1TACHEO V/ (4) 1/4' x 3/4' HEX HEAD SCREWS 24 GA MIN EXTERIOR SKIN 8/BAKED ON POLYES720 FINISH 12 FFA DURASAFE END HIKE ATTACHED V/ (21 1/4' It 5/8' HEX HUD SCBEVS TYPICAL DURASAFE END HINGE N.T.S. 2' 10 BALI. STEEL ROLLER 11/9• STEM AND (D RETAINER USED FOR THREADED SHAFTS PER ROLLER BOTTOM BRACKET 13 GA ATTACHED V/(4) 1/4' X 3/4' HEX HEAD SCREWS VIXICiAUiVLS6D -RUaoaoogiH8 ALS 4i1w10B NEM* Cod* Ae0EFEReoa D -/tt 13 .. TV,;,1r,'111,4 19 INTERIOR OF GARAGE ---►- MAX. WIDTH 9'0' -•— IIIIIII IIII) DESIGN LOADS +258.5 LBS/FT SEE NOTE 2 -303.8 LBS/FT STOP NOUIDM0 17FLE7081E SEAL SUPPUEO BY INSTALLER) (1) 1/4-20 if 5/O'ER/CR SPLICE BOLT ARO NRR PER JAMB BRACKET 5/8.11 X 22 GA (3 5/8' 0-10050) 2' GALV. STEEL TRACK TRACH( 110CK0651 -083' TRACK MOUNTING DFTAII N.T.S. 20 GA GALV. STEEL END STILE TEACHES VITA (2) 86 x 1-1/4' SCREWS 63 140A DURASAFE ROLLER CARRIER ATTACHE) TO 0 -TRUSS 9/ 83) 1/4' x 3/4' IIEX HEAD SCREWS CONE VERIMAL JANE 208 SYP OR SPF (NO. 2 OR BETTER) f CFC -FREE EXPARDED POLYSTYRENE INSULATION (0.83 PCF) 1460. DURASAFE ROLLER CARRIERS ATTACHED 0 ENO STILE V/ (4) 1/4' x 3/4' HEX HEAD SCREVS PER CARRIER SLIDE LOG( ENGAGES 10(10 VERTICAL TRACK CN 80T11 SIDES 5/8' KIN (SNAP LATCH, OR LOCK BAR OPTIONAL) ATTACH 9/02) 1/4' x 3/411(0 HEAD SCREWS PilODUl7ABVLSPD at comOyies with Ila< Florida 841464w Codo A« 41483oe ND) 0 1•I4 Hi Warm Product Guru' LARGE MISSILE IMPACT RESISTANT 17 SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM 111E 000(1 IS TRANSFERRED TO THE VERTICAL TRACK. FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +256.5 LBS/FT k -303.8 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN ROLLED FORMED. W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8" R -TRUSS PER SECTION AND (1) 2" 20GA STRUT ON THE BOTTOM SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. Sl1PPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BX A?EGISTRCD PROAESSIONAL EIGINIER F R.WIND LOADS IIICATED ON•1HIS DI(•AV PG M ADDITi01N i0 OTHER LOADINGS. 8. JHIS AP OV L• QUIRES TMANUFACTURER TO DO TESTING OF Ali. 001 P E EU 0 Ft,B AlE•O)OR PANELS UNDER THIS NfrTiCE Oj4. HE MIMINtIUIS OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND NSLE IES ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST I?�POS/S•VATH CONFIRM/ 1 THAT THE.SPECCW�WfENS WERE SELECTED OM MOILS AT THES4ANUFACTURER PRQDUST1041 FACILITIES. AND • NOT IZED STATEMENT PROM THE MAMUFDCTIiRER THAT ONLY • COILS jH 111ELq SIRE TH OF•34,600 PSl. RSAORE SHALL BE • •AGED MAKE QQp@ P It FORS SDE COUNTS' UNDER THIS NOTICE OF ACCEPP•'AACE. • 2' 12 GA COw>ERC1Al 7AOP. FIXT(82 AFTALNED 9/04) 1/4• 3/4' 1E1 HEAD SCREWS AT EACH END STILE OlUS1ABLE SLIDE BRACKET ATTACHED V/(2) 1/4' x I/O' HOLT AND )HRS 10P SECTION 3 3/8'1 X 22 GA (33 K51) GA( -9. STEEL 0-712USS ATTACHED ON TOP 2(21002 V/ (2) 1/4' x 3/4' HEX HEAD SCREWS A7 EACH STILE. AND 00) IN BACK SKIN HDDVAY BETWEEN CENTER 600 END STILE CFC -FREE EXPANDED 20.YS1TREME MS1LAl1OV 1 LB DENSITY 0.3.73, U80.17 6 GA HINGE O) PER SECTI011 3 5/06 X 22 GA (33 KS( GALV. STEEL 0-18(300 ATTACHED V/ (4) 1/9 K 3/4' HEX HEAD SCREWS AT EACH END STILE, (2) Al 112 HINGE LOCATION, AND (2) IN BACK SKIN HOVAY OE7VECN HINGE AND E)• STILE (I) 2' 20 G1 133 KSI) STRUT ON ROTTEN SECTION (1. 70TAL SCREWS BOTTOM BRACKET ATTACHED V/ (4) 1/4' x 3/4' NC% MEAD SCREWS �co%1i �at¢i�rAraa SECTIOILT (SIDE VIEWI KY (t5(RPTq( 0E SPAS 5 DAIS BY A PIM MA 0/1/09 281 8 UPDAR010180 2010 02/1/04 TOR C NCO Ii(d40 (18(21 10/18%0 1414 DESIGN LOADS �� �O3" V~ •`4C-�'• +57.0 PSF w� STAT OF LARGE MISSILE 4E l0 MPACT REISISTANCE F F L MAX SIZE 9'x14' -67.5 PSF dRRa tit • f5� 41 V 2IQC_U 185 CARRIAGE COURT VI8S10(-SAL)8 NC. 27105 VWAMVRLOM MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LONG, FLUSH k OAK SUMMIT PANELS 5d WRIST d7) DAIS 04/18/0/ B amour 841 DATE cis/Wm CRMDIC RAW IRC -1209-189-21-I HET 1 E1 4 ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • o• •• 14 GA. FLAG BRACKET ATTACHED TO WOOD JAMB W/ (3) 5/16 DIA, X 1-5/8' LAG BOLTS AND TO TRACK W/ (4) l/4'-20 x 5/8 TRACK SPLICE BOLTS AND NUTS SPLICE TRACKS AT THIS LOCATION W/ (4) 1/4'-20 TRACK SPLICE BOLTS 6c NUTS SECURE TO JAMB WITH (3) 5/16' DIA. x 1-5/8. LA0 BOLTS (1) 5/16' DIA x 1-5/8' LAC BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET (SPLICE) 7HROxiN 12 GA. CALV. STEEL JAMB BRACKETS ATTACHED W/ (1) 1/4'-20 x 5/8` TRACK SPLICE BOLT & NUT • SEE (TABLE 2) ON PAGE 4 • FOR AHD BRACKET SPACING • • TRACK CONFIGURATION FOR 6.6' UP TO 14• TALL DOORS • • ••• opj 011 • •• •3 • • •• • •• WOOD JAMB ATTACHMENT TO STRUCTURE a X 6 VERTICAL JAMB ATTACHMENT TO WOOD FRAME STRUCTURE 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 18' 0.C. (1 1/2' EMBEDMENT) z X 6 VERTICAL JAMB ATTACHMENT TO 2.009 PSI CONCRETE 1111.91 KVIK BOLT 3/0' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 16' O.C. (I 1/4' EMBEDMENT) ITW/RAMSET REDHEAD (TRU-BOLT) 3/0' X 4' STARTING 6' FROM ENDS THEN 24' 0.C, (2 I/O' EMBEDMENT) 9 X A VERTICAL JAHR ATTACHMENT T(UIOLLOV C-90 810CK SIMPSON 1/4' X 3' T1TEN SCREVS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT B' O.C. (1 I/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KWIK-CON II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' OD. (1 1/4' EMBEDMENT) X 6 VERTICAL JAMB ATTACIUIENLTO_ GROUTED C-90 BI OCK (2000 PSI GROUT) MITI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 20' 0.0 (1 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) )(LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE, )(PREPARATION OF WOOD JAMBS BY OTHERS 8 WOOD STRUCTURE HOLLOW BLOC STRUCTURE GROUTED BLOC STRUCTURE 1/2' HIS � 2-3/4' MIN 1-1/2' 2X6 JAMB TYP. 3' MIN PHOOUC4 R5V1SBD •mi10i1••iAb AOAd• %Muer RBVL9E0 Azoo•tran N•4,1 ROld(BBEtude the noddleAmmon* we /07 8 Odir 0 Mien 4 • • • • • • • • • • • • • • • AVARA•E PUCK o1W11MA • • • •• • • • • ILLS • • • • ••• • • • • • • • • • • • Pn5NP.t Cn(aol 69 (1000118 oP 6119)6 A RO5T0 RDI( 8 8 119911910180 2010 0 Mom (U180 (P006 10/10/15 RB • DESIGN LOADS € ,Q,' \N +87.57.05 PP593-....i.e : I' . -- D11E +nr� 2/5/11 81 (81. RB TE OF Jl LAR IM MIST l:'lYT'/ANAL OAPAC RESISTANCE " F L .... 147 CA02IA8E CWRT VIHS102-242.E6, NC. 27103 4.M1/11.18ARFLOI MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS 906 08089 840 0ME 01/18/01 B 011030 BT A7 DAR 05/01/0? CRAM MBE 8 IRC -1209-189-21-1 OLET2 O4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ASS' 6060 EXTRUDED ALUMINON IMPACT INTERIOR FRAME V/.375' BILE DN GLASS Ego Wit!T w 1/4' monism POLYCARBONATE MANUFACTURER BY BAYER (14) 88 X 1' PHILLIPS HEAD SHEETMETAL SCREWS USED 10 FASTEN THE ALUMINUM INTERIOR FRAME TO THE ALUICHUN EXTERIOR FRANC .055' 6060 EXTRUDED ALUMINON IMPACT EXTERIOR FRAME 1/8' X I/8' CONTINUOUS (H5078) HOT MELT SEALANT HAMUFACTURED BY BOSTIK rAWarilp IIPTIINAI 1 M PANE) GI A7FR SFCTION R-TRIISS AND 5711 F LAYOIIT .033' GALV STEEL INTERIOR IMPACT VIN92V CRANE .033' GALV STEEL EXTERIOR IMPACT VINDOV FRAME VAS' BITE ON GLASS 27 GA. STEEL DOOR SKIN BE EMERIOR SHIN FRAME 5/16' OVERALL f41/6' CLEAR 4)01EALE0 GLASS .09P 0400) ) PVD INTERLAYER I/O' CLEAR ARNEALEO GLASS HAAVFACTURED IT GUARDIAN 1269' EXTRUDED RPVC INTERIOR DECORATIVE WINDOW FRAME 2.3/16' X 1/2' SCREW - USED TO FASTEN 6ETHE EL INTERIOR IMPACX 0 NOOV FRAME CRANE TO 3.11/64' X 1/2' SCRE0 - USED TO FASTEN DECORATIVE PLASTIC MOLDED 0(1001/ FRAME TO THE ASSEMBLY 1402. DURASAFE EERIER HINGE ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCR(VS 3 S/8' X 22 GA R TRUSS ATTACHED V/ (2) (/4' X 3/4' HEX HEAD 300E01 PER STILE 3 9/8' 2201 R -TRUSS ATTACHED V/ (2) 1/4' x 314' HEX HEAD SCREWS AT EACH CENTER STILE • REY 9(90(2I01OVSR6 A REMO HOIC B B LPo4I010100 908 C 17010 RAL\G •000 DATE BY 1///09 08) 17/5/11 6.R mem RIR ,. SH �s 9'x 14' 'd DESIGN LOADS X' �7. �' VCF • ••,i▪ .• . PRODUCT RSVLSED +57.0 PSF W � I f. ,No. 69 "E I: -67.5 PSF e .JTE7 / �u RB empty ee t:4 i', . Bedlam Cade e %, 1p LARGEMISSILE •' Perdue. Meal IMPACT 4 ONA�. RESISTANCE F FL ..- ig • • • •• •• • • • • ♦ROOUC4 REVISED • •• 444oaeylyYlgwi14t.flodd& AIXRp6•roe W 1C A1!ll7Y� • ••• • • • • • • • • t • • • • • •' • • • • • • ••• • ••• • 7 165 c6RWAGE caw v0Nsra-SALEM. NC. ems vvwx(a0281( MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS 9k 020801 EBG RIR 04/16/07 ERA4010 Mtn B man sr WI D0(0 IRC -1209-189-21-I NO 3 OF 4 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1 DOOR HEIGHT SECTION HEIGHTS Blm #2 #3 #4 #5 #6 #7 #8 ';":";;131'4F: 721 2 21 _ ;'21- 21 °; _21.417,441; S 13'6" 21" 21" 21" 21" 21" 18" 18" 21" :-X133,0.'_' 12.173' 21°;: 121 '114'1A 18_ _18` 1.18n 121!.1- 2:1ty12' 12'6" 21" 18" 18" 18" 18" 18" 18" 21" x42 0 __' 21 '2,17;-1T, -2 21 '-' 21._ 18::` »21:; 11'6" 21" 21" 21" 18" 18" 18" 21" ,...M Ti: _21h .18', :18" •18.': 18`Y :18; 21', 56" 10'6" 21" 21" 21" 21" 21" 21" 88 x::10 0 . 0 2,1,-:2L1:8 '27 38 -18".:211: 50-i-6 9'6" 21" 18" 18" 18" 18" 21" _ =94. i•:. ,...9 0.,,.,; -18 18. _ -X01411.8.75. 38" '4 8'18".-.i 56" 68" 8'6" 21" 21" 21" 18" 21" 100" •8,0 21 18 : ;18 1,8' 211'; 56 7' 6" 18" 18" 18" 18" 18" : ,- :'1 7.0 .:" X217 ,21.-.1 -21` .21.d 27" 38" 6' 6" 21" 18" 18" 21" 100" TABLE 2 DOOR HEIGHT TRACK ATTACHMENT SPLICE A B C D E F G H I JK LMN S Ta,:f.k T.31", i4.E'.27' 6- "46. 56.x;,64... & ,.„ _ 4 E1 a .lr ,x 7- ‘•-•:-9:-'r..4- 7' 3" 14" 27" 38" 46" 56" 88" 78" 470,r:.. :Ti 445 ,-27,,..'38:. 48 56.., ,7,66", 78 nr ; i:2rs ,...M .fe' :82' 8' 3" 14" 27" 38" 46" 56" 68" 78" 88 '5:::',6',.6",4 :3' 14;. '27 38 46V 50-i-6 ?..7..4 .88 ._g} ;lid „c., _ f:= _ =94. i•:. 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 9' 6, 3 14:, :27584,s' 56 68' 78" _88 ' 98 - o' r„ : ,- v' ''.1901.7.'.: 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 112" ;191:6 3 14.; .;27' a8.: '46 66,- "68' 78'x 88 JOT 111r :--'R _ 118. x:t 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 124" :•-..141',;0% :q2.4.41 2.14 ,37 9': ; 46• 0_6' 188" 78,' 86 100" 1.10 1g17.-_ -aP-1 *: :130' --r 12' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 122" 136" ,a2'.6 " -7P. -3 14 27 238 ; '46!:.k60..!--: 68'78'z 188' 109.-. 109' 122 1?2 t . 7.:14 , '. 13' 3" 14" 27" 38" 46" 56" 68" 78" 100" 114" 122" 134° 148" 13 6 : _3 ., 14 ` 27_ X38 48 .86'_!;'. Gia 8".::8. 713 _88" X00,.109' '122`: i$,4.144, -.184_4 14' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100' 114" 122" 134" 146" 160" ALL TRACK ATTACHMENT SPAC NG +1-2' ALLOWED MTH SYP OR SPF NO. 2 OR BETTER ONLY •• ••• • • • to • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • PRODUCiaEVISED U complying with the FTod0R 6/26)7 M Me Product tbMot 115 EMRPDM (110.11906 OAE B1 A MID WE a ink CM 0 I RAD 10260 7011 12/5/11 AR AORD GMAC MORS ' 10/1115 9' x 14' DESIGN LOADS +57.0 PSF —67.5 PSF LARGE MISSILE IMPACT RESISTANCE 165 CARRIAGE COURT VINSION-SALON, ItG. t7145 WVANARAt•1 MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS 9E 8 p Ali BT 8C DAR 01/16)11 MEM I1 %I DAE 05)13)11 tROM BIABfO IRC -1209-189-21-I 900464 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • MIAMIDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Windows, LLC. 1543 N. Powerline Road, Pompano Beach, FL 33069 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.minmidade.gov/economy 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 PERA -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 perforin in the accepted manner, the manufacturer wilI 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this produg! titer iaterial 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 Floridatuilding Cone,'. including the High Velocity Hurricane Zone. . IDESCRIPTION: Series -249 Aluminum Outswing Doors w/wo Sidelites-L.M.I. .... •.. . APPROVAL DOCUMENT: Drawing No. W11-03 Rev D, titled "Series- 249 Alum OutMt+fng Door wPSidelitd': . (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11:F4 last revisea.or* SEP 03, 2015 signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Prodygt cpptrol Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Pibdubt Contrgl Section. MISSILE IMPACT RATING: Large Missile Impact Resistant••• • • • Limitation:'•• •••• • 1. See sheet 4 for Single door w/ SHW and sheet 5 for single or double Door Design Pressure (DP) ratingVs glass type and/ or threshold types (Exterior (+) water limit) 2. See sheet 6 for Stationary unit or doors w/ sidelite DP rating Vs glass type and/ or threshold type. Lower DP rating of Doors or Sidelites shall control when combined together. Max total frame area of alternate unit shall not exceed 125.84 ft2 tested frame area. 3. See glazing options in sheet 7. Insulated laminated glazing Type Al and B1 are limited up to 30' above grade. 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 & renews NOA # 12-0208.14 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY APPROVED tat NOA No. 15-0611.05 Expiration Date: April 21, 2021 Approval Date: October 08, 2015 Page 1 . T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file listed below) 2. Drawing No. W11-03 Rev D, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on SEP 03, 2015 signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #12-0208.14/ # 11-0218.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing doors w/ wo Sidelites (samples A-1 thru F-1), prepared by Fenestration Testing lab, Inc., Test Report No. FTL-6168, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. ani signgd ancrsealed by • reviewing engineer Marlin D. Brinson, P. E. • • • • • • .: •• • Note: This test report has an addendum letter dated March 28, 2011, issuectby Fene .tration • Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. $rjuson, P. £. . . • • C. CALCULATIONS .•. . ..•• . • .. • . 1. Anchor verification calculations and structural analysis, complyijgAith FBC lO,);1(5(11 Edition), prepared by Al Farooq Corporation, dated 06/01/15 and.lastrevised on SEP 03, . •• • 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02,-04 & -09. : • . •. • D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Sentry GIass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. . ... . • • • • F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 04/24/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 12-0208.14, expiring on April 21, 2021. 2. Test proposal # 10-0017, dated 01/06/10 and e-mail test revision dated Oct 06, 2010 approved by BCCO. tsH I. j LAtA—S..- Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0611.05 Expiration Date: April 21, 2021 Approval Date: October 08, 2015 E-1 LOCK OPTIONS 1 OR 2 SEE SHEET 5 GLASS D.L.O. DIMS D.L.O. HEIGHT (DOOR & SIDEUTE) = FRAME HEIGHT - 14.875' D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20")/2 DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH - 3.250" DOOR LEAF WIDTH (XX DOORS) = (FRAME WIDTH - 2.750")/2 SERIES -249 ALUMINUM FRENCH DOOR WI SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. 41 7/8" 6" MAX. HEAD/SILL CORNERS FRAME WIDTH 15" MAX._ HEAD/SILL 10 0 — 0 SURFACE APPLIED FALSE MUNTINS MAY BE USED HINGE OPTIONS SEE SHEET 5 HEAD/SILL ANCHORS AT STILE ENDS (6 AT 3' O.C. 6' MAX. 80' HEAD/SILL CORNERS 3" TYP. FRAME WIDTH 1 I,I111 % / 15" MAX. HEAD/SILL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, LOAD BEARING AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 30' D.L. OPG. 38 5/8' LEAF WIDTH a2 ••• • • •• • a 0 J - 010F10 PPlitONS••• • • • • • • • • • •• ••• •• • • • •• LOCK OPTION 2 SEE SHEET 5 \ \ O \\ INACTIVE I 1 (I 1 30' 0.1. OPG. 38 5/8' DOORS/SIDELITES ARE RATED FOR LARGE MISSILE IMPACT. !RUINER, ARE NOT IIEQIIRfB! • • • • • • • 1 • • • • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • ••• • • • • ••• • LEAF WIDTH ACTIVE I; 1 29 7/8° D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION --1 rc COMP-ANL\W1 ( XX ) PRODUCT REVISED .iew.pl)lnl WI%dee Rod& DUAL LEAF DOOR baling Cede Aaeplwee Mo IS -10611.05. RAp ra$w mai Aykr-TX Engr: JAVA!) AHMAD CML FLA. PE 170592 CAN. 3538 015 V1 inn 8 4 rn 0 0n `" • J Li_ J z J p U1 W0 000 '30-0 3Z4-5 a x 0 H�a eiLg R `a d� SI e: drawing no. W1 1-03 (sheet 1 0116 • • 0 • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • b9 6" MAX. HEAD/SILL CORNERS 0 0 166 1/4" MAX. HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" O.C. ANCHORS AT MULLION AT 4". 7" & 10" FROM END OF FRAME AT DOOR AND SIDEUTES TYP. AT HEAD/SILL TESTED FRAME WIDTH 1 1/4" MAX 1 1/4" MAX 41 7/8" 80" MAX 4 7/8" SIDELITE FRAME WIDTH 3" XX DOOR FRAME WI 15" MAX. SIDE FRAME MOTH TYR. O 1 11 1 1 1 1 (1I i.l, • HEAD/SILL (111 1 1 1:I 1 , • • O / HINGE OPTIONS SEE SHEEj/5 / / / OCK OPTION 2 \SEE SHEET 5 \ \ \ \ \ © \ " I \ I \ A-4,—, i 4 II \ 11 l iy II II 11 11 _ 1 ©_L___ / II / 1I / / ii / n / ii / / it i I pI' II II II II 11 II ll INACTIVE A . tk ACTIVE 30" D.L OPG. 38 1/8" LEAF WIDTH 30" O.L. OPG. 38 5/8" LEAF WIDTH I, r ci 29 7/8" D.L. OPG. 38 5/8" SURFACE APPUEO FALSE MUNTINS MAY BE USED LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH PANEL SIDELITE$ SIDELITE OPTION WITH DOOR 30" D.L. OPS. 38 1/8" LEAF WIDTH •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •0 MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER FBC 2014• • • • • • •• •• • • 1 • • • • • It • • • • t, • • • • • • • •• • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • is sof*Wog Ij awitREVISEDcloddy •eegteere Ne_*, 1St) ZI ryyrlMe Dm Env:: JAVAD AMMO CML FLA. P6 ./ 70592 CA N\ 3538 ; 3 2015 M 0 0 0S Ef ;1 1 0 vg S pD 5 drawing no. W11-03 sheet 2 of 16 0 HEAD/SILL ANCHORS AT STILE ENDS (6) AT r O.C. 166 1/4" MAX. ANCHORS AT MULUON AT 4", 7" & 10" FROM END OF FRAME AT DOOR ANO S1DELITES TYP. AT HEAD/SILL 46 5/16" FRAME WIDTH 80" MAX. 6" MAX. HEAD/SILL CORNERS 3" TYP. 15" MAX. HEAD/SILL 111 XX DOOR FRAME WI 41 5/8 - DI. OK. 46 3/8" SIDELITE WIDTH 30" D.L. OPG. 38 5/8" LEAF WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH DIRECT SET SIDELITES SIDELITE OPTION WITH DOOR •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• En9r: JAVAO AHMAO CML • 000 • 000 • • FLA. PE // 70592 MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER FRC 2014 • • • • • • • cwN•3s3e • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • 000 • • • • 000 • • 2015 .1&UDUC E REVISED fY •1MWI1rK •I1► the Floral *Ain{ Cod. MS.., NotN744(11. 03. 11tvirailoo Dolt .1/74 IIYad M1IM roJM CwY•1 414" V 2 1 Td 0 U VCI .70 0 Z.' 00) • K JI+I u__ J Z 0 WU - 00m a m 0 ro 3Za� a `rF 0 J N 0 W AA `o 15 z If, 8 S drawing no. W 11-03 (sheet 3 of 16 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • • • • • w \ 0 o _I1 o O 4 - _-}{- --Ir--- ---M--- i I I Ir/ 1 1 I II tImo_ / / HINGE OPTIO4S SEE SHEEP 5h / / / / /. LOCK OPTION 2 \ SEE SHEET 5 \ \ \ \ \ \ O \ \ \ t-- \I ;\ --H—_ 11 - II 11 Ill / / / i \ l / INACTIVE ACTIVE 41 5/8 - DI. OK. 46 3/8" SIDELITE WIDTH 30" D.L. OPG. 38 5/8" LEAF WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) WITH DIRECT SET SIDELITES SIDELITE OPTION WITH DOOR •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• En9r: JAVAO AHMAO CML • 000 • 000 • • FLA. PE // 70592 MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER FRC 2014 • • • • • • • cwN•3s3e • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • 000 • • • • 000 • • 2015 .1&UDUC E REVISED fY •1MWI1rK •I1► the Floral *Ain{ Cod. MS.., NotN744(11. 03. 11tvirailoo Dolt .1/74 IIYad M1IM roJM CwY•1 414" V 2 1 Td 0 U VCI .70 0 Z.' 00) • K JI+I u__ J Z 0 WU - 00m a m 0 ro 3Za� a `rF 0 J N 0 W AA `o 15 z If, 8 S drawing no. W 11-03 (sheet 3 of 16 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • • • • • 6" MAX. HEAD/SILL HEAD/SILL CORNERS 41 7/5" FRAME WIDTH 15" MAX. 4 El LOCK OPTIONS 1 OR 2 SEE SHEET 5 LEAF WIDTH 31" WINDOW WIDTH 5" MAX. HEAD/SILL CORNERS TYPICAL ELEVATION (x) FOR DESIGN LOAD CAPACITY SEE SHEET 5 SINGLE LEAF DOOR WITH SINGLE HUNG 1YDW. INSERT S,H. WINDOW INSERT OPTION NOTE: T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp = +65 —80 PSF • EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD • • 000 • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • i•e.pIFle{withthe Florida 'Hies Code Aeeeptaece No — 6tt•Of Bapke loo Date PtN metedC z 113' re in O 1.71 ma V G W 01.1! 8 o.8 x12,0 jam <61x rL COMP -ANL N 0 Q M .•. o K M J La Z L J= Q CO til V 1 o336 1 x 0Om m z 2 .0 n 3 a c za I— . -- a a 0 0 0 drawing no. W11-03 sheet 4 of 16 \\ ./, \/ 14 1414 \ O %/ K. / / / tP / / / m ACTIVE ■ 30" O.L. OPG. 38 5/8" LEAF WIDTH 31" WINDOW WIDTH 5" MAX. HEAD/SILL CORNERS TYPICAL ELEVATION (x) FOR DESIGN LOAD CAPACITY SEE SHEET 5 SINGLE LEAF DOOR WITH SINGLE HUNG 1YDW. INSERT S,H. WINDOW INSERT OPTION NOTE: T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp = +65 —80 PSF • EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD • • 000 • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • i•e.pIFle{withthe Florida 'Hies Code Aeeeptaece No — 6tt•Of Bapke loo Date PtN metedC z 113' re in O 1.71 ma V G W 01.1! 8 o.8 x12,0 jam <61x rL COMP -ANL N 0 Q M .•. o K M J La Z L J= Q CO til V 1 o336 1 x 0Om m z 2 .0 n 3 a c za I— . -- a a 0 0 0 drawing no. W11-03 sheet 4 of 16 FRAME WIDTH J ACTIVE (x) SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF \ \ .\ FRAME WIDTH INCHES FRAME HEIGHT INCHES LOCKS jl & 12 LOCK OPTION 01 CLASS TYPES 'A' OR 'Al' GLASS TYPES 'B' OR '131' EXT.(+) INT.(-) XT.(+) INT.(-) 42 109 80.0 80.0 100.0 141.0 EXT.(+) LOADS SHOWN ABOVE ME WRH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF LOCKS: OPTION #1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF LOCK STILE, 48' FROM BOTTOM FASTENED WITH (2) 1/4-28 X 2-1/2' MS CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF LOCK STILE, 39-1/2" FROM BOTTOM FASTENED WITH (2) #8 X 5/8' PH SCREWS AND (2) 18-32 X 1-1/2' OH MS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE, MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 11-1/2" AND 89-1/2' FROM BOTTOM FASTENED WITH (2) 18-32 X 1/2" FH MS e 31 y FRAME WIDTH (XX) DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES /"\ / / / \ \ .\ FRAME HEIGHT INCHES LOCK OPTION 12 / %• EXT.(+) INT.(-) \ 109 (' ) \ / \ - / \ / \ / \ / INACTIVE ACTIVE (XX) DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES LOCK OPTION 12 GLASS TYPES 'A'. '41', 'B' OR '81' EXT.(+) INT.(-) 80 109 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD OMIT EXT.(+) LOADS TO 58.0 PSF OPTION #2 3 POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED WITH (2) #12-28 X 2-1/4" OH MS METALLIC STRIKE PLATE AT 40' FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE, MANUALLY OPERATED LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE LOCATED AT 10-1/2" & 76-1/2' FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2" FH MS FRAME WIDTH 2 J / / / ACTIVE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SINGLE LEAF (X) DOORS WITH S.H. INSERT 71 I 1 V T/ \ 1 FRAME WIDTH INCHES / / / // / // i' \ \ \ \ \ \ \ \ \ \ \ \\ •• \ • ; \• N\• \ / /• / • /• / •• / ••• / \ INACTIVE ACTIVE FRAME WIDTH 2 J / / / ACTIVE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES LOCK OPTIONS 01 & 02 GLASS TYPES 0 DOOR 'A', '41', '8' OR '81' EXT.(+) INT.(-) 42 109 65.0 80.0 GLASS TYPE 'F' 0 S.H. WDW • • EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD UNIT EXT.(+) LOADS TO 58.0 PSF HINGES: OPTION j 1 7-5/8' LONG ALUM BUTT HINGES, AT 12' FROM EACH ENO AND ONE AT MIDSPAN OF LEAF. OPTION f 3-1/4' LONG ALUM PIVOT HINGES. AT 12' FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH (2) 1/4-20 X 1-1/2" M5 FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2" MS .SEALANTS; FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULIJON AND JAMBS SEALED WITH SILICONE. • • • • • • •• • • • ••• • • •• • • • •• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • ••• • •i• • • • • ••• • • Eo9' JAVAO *MAD CML FIA PE If 70592 C.A.N 3538 SEP G32015 PRODUC r REVISED ga mpltiMl with the MM.. *iglu Cod* 4ettotuce N. It -0411.0f yityfMflw 6.3a12.1 2021 \ .�4 ..�- 4ad awJn,a•ttC M coy08 Orz G LL OG a 00 A o..Vvg 0.3&-„E ref' ; o N ref' Logi; 3 ZJ Q 2 8 a 0 10 v^p Q "7 °D 0I') J Z W I` �U N W oo 03 CL m C 0 a ,, v� F- 0 n 6 2 0 R 0 8 D 0 0 3 111 '1 a S cc ( tot gn D. 6 5 drawing no. W11-03 (sheet 5 of 16 • • • • • • • • • • ••• • • • • • • • • • • • • • • • • 410 • • • 410 • • 4000 • • • 000 • • STATIONARY PANEL (0) OR DOORS NITR SIDELITES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT INCHES DOOR WIDTH INCHES PANEL/DIRECT SET SIDEUTE WIDTH INCHES GLASS TYPES 'A', 'Al', 'B' OR '81' EXT. (+) INT. (-) 81 41 7/8 (X) 80 (XX) 48 80.0 69.7 85 41 7/8 (5) eo (XX) 48 80.0 69.7 91 41 7/8 (X) 80 (XX) 48 80.0 69.7 97 41 7/8 (X) eo (XX) 42 80.0 79.6 103 4190 7(00)x) 42 80.0 79.6 109 41 7/8 (X) 80 (XX) 41 7/8 80.0 80.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 P94 NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. DIRECT SET SIDELITE WIDTH = PANEL SIDELITE WIDTH = SIDEUTE FRAME WIDTH DIRECT SET SIDELITE WIOTH 1- /4' ( U ODOR FRAME WIDTH (5) OR (xx) PANEL SIDEUTE WIDTH DOOR FRAME WIDTH PANEL SIDELITE WIDTH (X) DOOR FRAME WIDTH DTH SIDELIT WIDTH STATIONARY ( 0 ) FRAME HEIGHT DOOR FRAME W. SIDELITE W. OVERALL FRAME WIDTH (x0) ox SIDEUTE W. DOOR FRAME WIDTH SIDEUTE W. DOOR SIDELITE W. FRAME W. SIDEUTE W. ( oxo ) DOOR FRAME WIDTH SIDELITE W. rl'lii in" OVERALL FRAME WIDTH ( oxo ) DOOR FRAME WIDTH SIDELITE W. OVERALL FRAME WIDTH ( Ox5) ( XXO ) OVERALL FRAME WIDTH PRODUC r REVISED . oo•PIX1•glk Florida lerrg Cod. Ad rithr D. 114 .1 4 �RMrC.Waj� • • • • • • • • • • • • NOTE: • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • AND FLORIDA BUILDING COMMISSION • • • • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 • • • • • t ACTIVE (XX) • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • • • • ••• • • Engr: JAVAO AHMAO CML FIA PE / 70592 CA 3538 411 SEI 3N5 � I z O� Z F= W < a u 08 • O (9oq 000i n J 8 i 0 i `l c v i91 ID 0 m o rte) o' -IIA 1. J Z CC n vain C 0 �Za 2 J I— - 8 8 5 8 2!. oe F.22 E 8 1 Y drawing no. W11-03 (sheet 6 of 16 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i . 0 0 j 1 L 1., ;1. L. Lo 100 L Gill° ill 1 .. OVERALL FRAME WIDTH ( Ox5) ( XXO ) OVERALL FRAME WIDTH PRODUC r REVISED . oo•PIX1•glk Florida lerrg Cod. Ad rithr D. 114 .1 4 �RMrC.Waj� • • • • • • • • • • • • NOTE: • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • AND FLORIDA BUILDING COMMISSION • • • • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 • • • • • t ACTIVE (XX) • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • • • • ••• • • Engr: JAVAO AHMAO CML FIA PE / 70592 CA 3538 411 SEI 3N5 � I z O� Z F= W < a u 08 • O (9oq 000i n J 8 i 0 i `l c v i91 ID 0 m o rte) o' -IIA 1. J Z CC n vain C 0 �Za 2 J I— - 8 8 5 8 2!. oe F.22 E 8 1 Y drawing no. W11-03 (sheet 6 of 16 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16" HEAT STREN'D GLASS .090" Interlayer Soflex Clear Md Color Gloss By 'Eastman Chemical Co.' 3/16' HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 3/16' HEAT STREN'0 GLASS 1/4" AIR SPACE 3/16' HEAT STRUM GLASS 090' Interloyer Solley Cleor Md Color Gloss By 'Eastman Chemical Co: 3/16' HEAT STREW° GLASS SILICONE GE RGS7701 GE 1200 m m GLASS TYPE 'A' ALUM NUM SPACER 18 SMS AT 4-1/2" FROM ENDS AND 10-1/2" O.C. AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' GLASS TYPES A' OR '8' (ABOVE) SIUCONE GE RGS7701 GE 1200 AT 1/4 POINTS ON LRES WIDER THAN 36' GLAZING OPTIONS 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlos By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 10co 10 GLASS TYPE 'B' GLASS TYPES 'Al' OR '1:11' (ABOVE) SIUCONE GE RGS7701 GE 1200 GLAZING DETAILS AT SIDELITE AT 1/4 POINTS ALL SIZES 3/16' HEAT STREN'D GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuroray Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 ALUMINUM SPACER 18 SMS AT 4-1/2" FROM ENDS AND 10-1/2" 0.C. 1/8" HEAT STREN'D GLASS .090" Interloyer SentryGlas By 'Kurcroy America, Inc.' 1/8" HEAT STREN'D CLASS SILICONE GE RGS7701 GE 1200 AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' •• ••• • • • • • •• • • •• • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • •• • • • ••• • ••• • • • t t • • t • • • • • • • 0- 6•• ••• • ••• • • • • ••• • • • • • •• • • • ••• It • • • • • • • • • • • • • •• •• • 6 • •• •• 060 • • • ••• • • GLASS TYPE 'F' (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) Engr: JAVAS 01-11480 CMI. FLA PE / 70592 CA.N. 3538 PRODUCE REVISED es•Plylag w11A rMn F1onkl b .g Cod. .Ae.IP1e...Ne 1S- 611.6$ 1,8.1011.• Del. ZI 71021 i, -al z p oO. O�w o O M O M o o.8 ct ZILSu - 11 J vI(f��yjt U 4 ti C 0 U J m n 0 0 d • 0 c a 8 drawing no. W11-03 sheet 7 of 16 F EDGE DIS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE ANCHOR. LOCATION O H W OR 19 c 1/2' MIN. FLUSH BOLT OR SHOOT BOLT PENETRATION 1/2" MIN. SH BOLT OR SHOOT BOLT PENETRATION 3/8" X 3/8" WEEPS 112' FROM SILL ENOS L. ' 0 0 MKS e —I �• EOGE DIST. 2 v EOG 1BY WOOD BUCK (SEE NOTE SHEET 1) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING mm BX57 °' OF,,��I 1'r ALTERNATE e 1st IJ, TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING HIGH THRESHOLD APPR'D FOR WATER RESISTANCE LIMB MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) UMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) OPERATING UNITS EDGE 01ST. CDD DUCK TRUCTURE EET 1) EDGE DIST. EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING N N WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 051. Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) zI. g Qco; 0) O o as 013 ' O W (rI o t.0 Q wI�'jj�r^ C1 aW0f0 COMP-ANL\W1 (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm — 2000 PSI MIN. • • •• -..1. • • • 1 E R_i� Ai �• • CSEE ELEVATIONS • 11�� TYPICAL ANCHORS. •• o • ¢ TYPICAL 1RJCH01� • SEE ELEVRTIORS • FOR SPACING • • I •EDC: DIST.• : • F• R SP•A�NG• • ••• STANDARD THRESHOLD APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 58.0 PSF • • • L THRE I0'' • • • • • • • NOT APPR D OR WATER RESISTANCE • •• • • • • • • • • • ••• • • Engr: JAVA° AHIAD CML FLA PE / 70592 CAN. 3538 2015 P tODUC F REVISED as ono *lag wllh Ik P orifi Widlag Cade Aaap•anNo I•b: Lapinelea hale lad IMM ' rodaelC a, ,w OPERATING UNITS i • • • • • •• •• • • . • ••• • • • • • • • • • • • • •• •• • ••• • • M 0 7. 0 4) 0 2 8 0 5 drowing no. W1 1-03 sheet B of 16 sheet g of 16) 3/8" MAX. SHIM METH. STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" MAX.'. SHIM. . ACTIVE LEAF rtP OSIIIM 1 BY WOOD BUCK EXTERIOR D.L. OPG. 38-5/8" MAX. LEAF WIDTH 41-7/8" MAX. LOCK OPTIONS 1 OR 2 AT SINGLE DOORS OPTION 1 SHOWN SHEET 5 FOR DESCRIPTION DOOR FRAME WIDTH FLUSH BOLTS AT TOP & BOTTOM LOCK OPTION 2 AT DOUBLE DOORS SHEET 5 FOR DESCRIPTION TYPICAL ANCHORS • SEE ELEV. Y. FOR SPACING ALTERNATE ANCHOR LOCATION ALT. FRAMF_ JAMA 3/8" MAX. SHIM TYPICAL SEE ANCHOELEV:RSg FOR SPACING ICK UCTURE 0 BUTT HINGES •• 88, • • •• • •• • - • • • • 000R FRAM] WI0T •• • • • •• ••• •• • • • •• MtODUC r REVISIM r o•Plyl gwNh Ibe FMr1Y • ••• • ••• • iii Ceti • • • • • A•xllyus Ply 5 /_ /•Q • • • • • LlpkAee D4N • • • • • • • • • •• • • • • ••• • ••• • ••• , T' Cameral PIVOT HINGES (SEE HINGE OPTION SHEAT 5) Engr: JAVAD AMMO CML FU. PE 70592 C.A N h 38 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 3 2015 TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERATING UNITS SERIES -249 ALUM OUT -SWING DOOR 0 8, 0 c drawing no. W11-03 3/8" X 3/8" WEEPS 1/2" FROM SILL ENDS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE 'ANCHOR LOCATION o x = W V' 3 a O x OR `u' W N ALTERNATE ANCHOR LOCATION 3/8' MAX.' . SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALT. FRAME JAMB /10 X 3/4" PH SMS AT 6" FROM ENOS AND 24" O.C. MAX. 110 X 3/4" PH SMS AT 6' FROM ENDS AND 24" O.C. MAX. PANEL SIDELITE INSTALLATION DETAILS /10 X 1" PH SMS AT 4" FROM ENDS ANO 16" O.C. MAX. AX. EXTERIOR SIDELITE LEAF WIDTH PANEL SIDELITE WIDTH 1 1/4" LEAF WIDTH DOOR FRAME WIDTH COMP -ANL\W11-03TMW) 1 o "3- o n _J Z = o y W 0 • c O Za : v1 0 W -ate ALTERNATE • r ' I I �• f� li DOOR LEAF WIDTH = SIDELITE FRAME WIDTH - 3.250". • • • • •• Is • •• • • • • • • • • • • • • • • • • • ••• • ASSEISINIEIMWMISSC181118ffirlia.. • TYPICAL• ANCHORS • SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT (STD. THRESHOLD) PANEL SIDELITE UNIT •( clj TH$ESj301.1:1 •. . PRODuC r REVISED complying with IM FTnHq Atavism* No 15,-0 CH .0T R7/U.Nr DAtt � PANEL SIDELITE UNITS Engr: JAVAD AHMAO HAL FLA. PC / 70592 C.A. 3538/ 3 2015 0 cc m 8 A 4 a� •as m�o c 1 9. drawing no. W1 1-03 (sheet 10 of 16 • • . • . • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE UNITS DIRECT SET S1) TE ALLATIO ET L EXTERIOR D.L. OPG. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • t • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • #10 X 1. PH SMS AT 4' FROM ENDS AND 16'. O.C. MAX. PRODUC F REVISED e s asrpyMg 11111111e Fled& busily' Cede Aesepleea Not L ykrrllw ate ✓ 1.. M .& MeV P DIRECT SET SIDELITE UNITS Engr: JAVAD ANMAD CML FIA. PE 70592 CAN. 538 15 5. 0 a a eo .ii ji • drawing no. W11-03 0-11-11-111—•—• • • • 0410 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sheet 11 of 16 • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 0 • •• •• ••• • • • ••• • • '-.093 I r1 750 I..062 .062 4 7 , �V o I -��.112 4.000 .060 4.000 1.750 111 1.750 2.375 AL-FAROOQ CORPORATION ENGINEERS d PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 ` TEL (305) 2648100 FAX (3015) 262-6978 3.625 1 a0 50 - --.S32 37 TM PANEL GLAZING BEAD -155A .090 -----VI L1.843-.) 2.375 ' O FRAME HEAD TM -099 1.843 .145 SIDELITE HEAD/SILL ® I- 3.465 � r2.375 •- - 1-2.125 j- 8.250 B50 .713 4.000 .062 1.465 .125 O CENTER • GW 37888 HINGE j'--2125 I_ 0.310 0.572 125 r ,715 .050 -J ® 1.799 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) O PIVOT HINGE 1.988 1 262 [SERIES -249 ALUM OUT -SWING DOOR IN/ SIDELITES (LM.I.)lf TM Windows, LLC. 1543 N. POWERLINE ROAD POMPANO BEACH, FL. 33069 TEL (954) 781-4430 FAX. (954) 781-3595 —� 1.500 I� 1.500 -{ DOOR BOTTOM RAIL 19 TM -29236 0.248 �( 0572 OUTERGW 37889-A g HNGE HINGE PIN -250 a.000 2.062 In ^I_{ S 1-1750 OO DOOR DOOR JAMB/SIDELITE FRAME _-� 1 .125 •125 �1~�uJIJ{ 875 .0627 `1.000 I� 7.376 1 -.- .062 - - •625 28 STD. SILL ADAPTER BA5798 - 166 MID RAIL CORNER CHANNEL r. WS .750 1 (��5 J• 3.681 .655 LOW THRESHOLD 897DKB - 1.658 - I 1.750 L� HINGE CAP #10 X 1/2' P.H. SMS .062 1.030 -j 4.000 .062 4.090 1L.093 L 3.875 .635 Al 1.275 I 1-I .250 1.829-d HIGH SILL ADAPTER 29 TM -193 �1 (' In U 1..-.1.865---i 38 .093 DOOR HINGE STILE 5 TM -32995 revisions: m I p 4� SO n n a "°' o 1 0k o g 1 1 2.157--.{TM-194 1 4.530 .125 INSUL. GLASS PANEL ADAPTER �� c 2.000 .562 L .625 1.595 --I ; I - •ems Inn III--- I I -� DOOR TOP/BOTTOM RAIL 6 TM -32994 I 4.659 Ll 093 r 3.500% - I $ L o °° c. ° iti ° 7.689 2.000 ( 2.040 1 L ��1��..--- 1'.IF p 1 Lip 1.750 �I jj jj 187 nn r .554 j�1.57a--{ -iliSi .375 -f4 WEATHER-STRIP ADAPTER O GW -31826 .062 ��..` ; t T--- SII --.060 4.000 2 FRAME SILL (STD.) O BA5797 15 O .H' MULLION TM -121A 30 SILL COVER O TM -160 075, .625 a e O BUTT IL- •• 2.126 • • • HINGE• •• • • • • • I_ • ••I • • •• .6 • •! • • « 4 oee._,a9 o n o -0 3 4.000 ACTNE LEAF LOCK STILE O TM -172 • • • • • • • • • • • • �iI 999 /RODUCf REVISED MWtn� Mill the Floti Aete'14nce No -0..1 I.0) •~� al ` 4 m u o - • • e • 1 :.(q lop) ( .l — .9/E :epos), ( I1—OL-00 :plop/) ._i7 41_ 4.659 093 .075 �� 77s�7 �r 35 O SIDELITE GLAZ 1.287 j-- .oso I o F- NG BEAD (LAM. GLASS)INACTIVE TM -157 3.790 4.000 ` I r -{ Engr: JAVAD AHMAD CMl 00 ' 2.040 I �-��.tzs• 1 1.750 • • • - - • •• • • ;98� •.186- 06 • 938 �' PE / 7054T CA E. 3538 11Ar1AW rulers 1 1.554 '300-' _ • ���1 4 • • • • J I • • • • ••7_JI •� .625 ( I 2.011-.1 •--1.779 L. REINFORCING BAR 31 TM -782 • • • O ALT. DOOR I 1.7501---•••---•••-7Y' • JAMB/SIDELITE FRAME 38 O ALT. FRAME COVER C E 1 J J 2015 4.000 LEAF LOCK STILE ® TM -76048 sheet 120f 16)� • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 0 • •• •• ••• • • • ••• • • FRAME TOP CORNER SIDELITE CORNER DOOR LEAF CORNER ITEM 4 PART 8 QUANTITY DESCRIPTION MATERIAL MANY./SUPPLIER/REMARKS 1TM-099 1 FRAME HEAD 6063-T8 PER TM SPECIFICATIONS 2 8A5797 1 FRAME SILL (STD.) 6063-T6 PER TM SPECIFICATIONS 2A 8970KB 1 LOW THRESHOLD 6063-T6 PER TM SPECIFICATIONS 3 BA5499 2 FRAME JAMB 6063-T6 PER TM SPECIFICATIONS .3A 8A AS REDD. ALT. DOOR JAMB/SIOEUTE FRAME 6063-76 PER TM SPECIFICATIONS 3B BA A5 REDD. ALT. FRAME COVER 6063-T6 PER TM SPECIFICATIONS 4TM-172 1 ACTIVE LEAF LOCK STILE 6063-16 PER TM SPECIFICATIONS 4A TM -36048 1 INACTIVE LEAF LOCK STILE 6063-T6 PER TM SPECIFICATIONS 5 1M-32995 1 PANEL HINGE STILE 6063-T6 PER TM SPECIFICATIONS 6 TM -329941 PANEL TOP/BOTTOM RA.11 6063-T6 PER TM SPECIFICATIONS 7 GW 31826 4 WEATHERSTRIP ADAPTER 6063-16 END OF DOOR STILES (TOP/BOTTOM) 8 FO 107 3/ LEAF BUTT HINGE 6063-16 SULLIVAN & ASSOC. 8A - 3/ LEAF PIVOT HINGE 6063-18 LOIRA 9 GW30769 AS RE00. SIDEUTE HEAD/SILL 6063-76 - 10 GW 32222 2 DOOR LOCK INSERT 6063-T6 LOCK 511LE 11 GW -34808 2/ LEAF PRESSURE PLATE -TIE ROD ALUMINUM 4' LONG 12 F8 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLNAN & ASSOC. 15 TM -121A AS RE00. 'H' MULLION 6063-T6 - 16 32001 A5 REVD. FOAM FILLED 8118 W STRIPPING - .187 X .250 T -SLOT 16A 32084 AS REVD. MULTI FLAP FOAM FILLED BULB WSTRIPPING - - I6B 32011 AS RE0'D. FOAM FILLED BULB W'STRIPPING - .187 X .350 T -SLOT 17 F8GF 2/LEAF FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/BOTTOM) 6063-16 M & M PLASTICS 19 TM -29236 1 PANEL BOTTOM RAIL 6063-T6 - 20 - AS REDD. 810 x 1/2. F.H. UNDERCUT SMS. STEEL AT FLUSH BOLTS 21 - 2/LEAF 1/2'6 THREADED ROD, WASHER & NUT STEEL TOP/BOTTOM ENO RAILS 22 - - DEAD BOLT LOCKING HANDLE - KWIK-SET 23 - 1 MULTI POINT LOCK - ACTIVE LEAF, 41• FROM BOTTOM 25 - 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL. SCREW HOLES 26 - AS RE00. #10 x 1. P.H. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS 28 BA5798 AS REDD. STD. SILL ADAPTER 6063-15 PER TM SPECIFICATIONS 29 8A A5 REDD. HIGH SILL ADAPTER (USED WITH STD. SILL) 6063-05 PER TM SPECIFICATIONS 30 TM -180 1 SILL COVER 6063-16 PER 1M SPECIFICATIONS 31 TM -182 - LOCK STILE REINFORCEMENT 6063-T6 PER TM SPECIFICATIONS 35 TM -1574 SIDELITE GLAZING BEAD (LAM. GLASS) 6063-16 SIDE LITE GLAZING PERIMETER 35A - 4 SIDELITE GLAZING BEAD (IN5UL. LAM. GLASS) 6063-T8 SIDE LITE GLAZING PERIMETER 37 TM -155A OPTIONAL PANEL GLAZING BEAD 6063-16 PER TM SPECIFICATIONS 38 TM -194 - INSUL. GLASS PANEL ADAPTER 6063-T5 PER TM SPECIFICATIONS 39 - AS RE00. SETTING BLOCKS (1/8' X 3/4• X 4` LONG) EPDM DUROMETER 80±5 SHORE A FRAME BOTTOM CORNER MID RAIL CORNER SINGLE 0008 W/ S.H. WDW. •• • • • • • • • • • • • • • • • • • • • • ••• • • • '••• • • • • - • • i • it -• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR COMPONENTS Engr. JAVAD AHMAD CMI. FLA PE 8 70592 CAN. 3 2015 PRODUC F REVISED rc••p1y1,I win, I6E FlorWA IwN11.I Cod. Accepts., NI. S 6�i • Ihp1.,14c IM/e 4 ZI 2.2a 03y1"U A 5 U 6 8 0 Rn K 3 drawing no. I W11-03 (sheet 13 of 16 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE c-iJ '—iANCHOR LOCATION w ' W Al mC O AM — C1 o x 1-1/2 FH SMS SEE ELEVATIONS FOR SPACING 0 #10 x 1-1/Y FH SMS SEE ELEVATIONS FOR SPACING FRAME HEIGHT V i OR 1s 14.4 I I_ - •• ••• • • • • • •• •• • • • ••• •• • • • •• N • PRO MIC f REVISED r..•ply* w101M Flerl& A .ceNN.ISO 'i I>llc.11.. Dile W p ')421 1111c14414�:+. c..ril SINGLE (X) OPERATING UNITS W/ S.H. WDW. _ ••• • • • • • • • • • • • • • • • • • • ••• • TYPICAL ANCHORS •EOGE OIST. SEE ELEVATIONS FO:•.ACI.G • I-LI—THWgy§HQLD Oj'TION Eng r: JAVAD AHLIAO CML FLA. PE 170594 CAN. 538 05)32015 {I_ V i r.og o o Oel ae cco OCripa 07 paao o to- .5ami0G 2 '0N 0 0) LLI Z� = • U • til 0 0 m 1:3a G Z0 NI a 2% a Mood f- a 0 7 8 drawing no. W11-03 sheet 14 of 16) • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • • • 3/8• MAX. SHIM 110 X 1-1/2' FH SMS SEE ELEVATIONS FOR SPACING VENT WIDTH • 3/8" MAX. . SHIM 28Y WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 5.11. WINDOW WIDTH 38-5/8' MAX. 3/8" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS 1 OR 2 AT SINGLE DOORS OPTION 2 SHOWN SHEET 5 FOR DESCRIPTION LEAF WIDTH 41-7/8" MAX. FRAME WIDTH ACTIVE LEAF EXTERIOR D.L. OPG. 38-5/8' MAX. LEAF WIDTH 41-7/8' MAX. FRAME WIDTH • D 1 3/8' MAX. SHIM HINGE OPTIONS SHEET 5 18Y . WOOD BUCK •• ••• • • • • • • • • • • •• • • • f ••• • • •• ••• •• • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING En90 JAVAD AHMAD CML • • • • • • • • • • FLA PE 70592 • • • • • • CAN. SINGLE (X) OPERATING UNITS W, S.14. WDW. • • • • • ••• • • • • • • • •• • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • 2015 ?RODUC F REVISED 8IePIyfed with the FMIM& Nu T- 6 rti1d11MW Date .144.\ �IaN4CA�� C a 22 to 0 v a o c S N drawing no. W11-03 Pleat 15 of 16 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T- .88�- I--1.937 062 -I5 .808 1' 17.1 FIXED 746 nEr 130 RAIL REINF. ITEM / PART / REpD. DESCRIPTION MATERIAL 11ANP./SUPPLIER/REIFARKS N; 1.1 CW-31798 1 FRAME HEAD 6067-TB PER TM SPECIFICATIONS .062 yi - 2.1 TM-117 2 FRAME JAMB 6063-T6 PER TM SPECIFICATIONS RPORATION 1 DEVELOPMENT (3 FAX. 05)262-6978 _ + nII�S 3 1- 1 FRAME SILL 6063-T6 PER TN SPECIFICATIONS 3 4.1 GW-36123 1 FIXED MTC. MI. 6063-T6 PER TN SPECIFICATIONS J ' LIllll1111' 1.875 1.1 FRAME HEAD 250 F� 5.1 7M-113 1 STD. VENT TOP RAIL 6063-T6 PER TM SPECIFICATIONS a 6.1 TM-112 1 VENT BOTTOM RAIL 6063-18 PER TM SPECIFICATIONS 0 7.1 OW-31802 2 VENT JAMB 6063-T6 PER TM SPECIFICATIONS U 9.1 GLASS STOP ANGLE 8.1 TM-115 2/VENT SPRING LOADED EGRESS LOCK O 8' FROM ENDS 6063-T6 PER TM SPECIFICATIONS -1.750I-- 8A.1 - 2/1/ENT LATCH LOCK 0 6' FROM ENDS CAST PER TM SPECIFICATIONS AL-FAROOQ CO ENGINEERS & PRODUCT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 `TEL. (305)244-8100 9.1 - AS REDD. GLAZING STOP ANGLE ALUMINUM PER TM SPECIFICATIONS 10.1 - 2 VENT STOP (5-1/4' LONG) PLASTIC PER TM SPECIFICATIONS 2.541 I 1 , .095 11.1 2 SPIRAL BALANCE CALDWELL 12.1 - 4 VENT GUIDE PLASTIC PER TM SPECIFICATIONS ASO 1.000 IY� �i r 1.749 13,1 WV-3045 AS RE00. BULB WEATHERSTRIP VINYL PER TM SPECIFICATIONS 14.1 W43201 A5 REOO. FIN SEAL WEATHERSTRIP WOOL PER TM SPECIFICATIONS 4.1 FIXED MEETING '937 RAIL 15.1 W43371 AS REOD. RN SEAL WEATHERSTRIP WOOL PER TM SPECIFICATIONS 1�"1� I•-1.563 �1 I. I 18.1 DOOR STILE REINF. 16.1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS ;. 17.1 - - FIXED RAIL REINFORCING ALUMINUM d10 z 1' P.H. SMS PER TM SPECIFICATIONS -- ? 18.1 - - DOOR STILE REINFORCING ALUMINUM PER TM SPECIFMATKINS 91 n S.H WINDOW COMPONENTS SERIES -249 PLUM OUT -S8» DOOR 8/ SIDELTTE TM Windows, LLC. 1543 N. POWERLINE ROAD POMPANO BEACH, FL. 33069 TEL (954) 781-4430 FAX. (954) 781 - -- --1.750 .940 r_ I 75,0- zl SASH SIDE .658 .062 RAIL 11 II at r I „...% 1.125 06 1.562 0 STD. VENT 750 F--� TOP RAIL 1 969 r- .787 VENT TOP CORNER REV. PER BNC C011MENiS II NO CHANGE 11115 SHEET 1.875 L� -{7 .87 .yt3 + FRAME TOP CORNER A o .� 11 ►RODUCf DEVISED r complying w8� Me Rod*. 4 Iw,,aw, C.M 4131 Aaepla�te N. ! c_e 1\1.O S 1,2 °- c o 0I ; u e _ ce .882 .062 } er .674 .055 1 I�� 1.469 Ow 2.t FRAME JAMB .617 0 SASH LATCH �" �yirMMe DAIe g2eT-� a L ^2.050 .062 S• ••• • • • • •• • • • • DAM o .�'""d N m 'o$8 < o t o 0 0 1.362 - •• • • • ••2.828EJA�AHANO .060 l 4-;.4 • • • • • • • • •f•�L ..• A • • • • • • • CAN.35.8 o 0FlAPE7•9222.725• a^ML .662• 1-1-1.937---V 3.1 FRAME SILL • FRAME BOTTOM CORNER II VENT BOTTOM CORNS SE r 1 1l)�'1 _$ drawing n0. W� -03 750L 6.1 VENT BOTTOM RAIL • • • •• •• •••• • • sheet T6 of 16) • • • ••• • • • • • • • • • • • • • • •• •• •• • • •• •• ••• • • • ••• • • 8/5/2015 Florida Department Business) Professi Regulation BCIS Home License efklently. Regulate fairly. Log In User Registration Product Approval USER: Public User Florida Building Code Online a•Cur-aero ®aPaintlisAAS Hot Topics Submit Surcharge ' Stats & Facts ! Publications FBC Staff j BCIS Site Map Links Search Product Approval Menu > Product or ADDlication Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL14850-R2 Revision 2014 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss 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 Exterior Doors Swinging Exterior Door Assemblies •••• • • • • •••• • • • • •• • ••• • • • • • •• • • • • •••• •• • • • • • • • • • •••• • •• • • ••• • • • • • •• •• •• • •• • • • • • • • • •••(J•• • • • • • • • • •• • ••• • • • • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas Turner 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 .i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL14850 R2 COI EvalReo CWS -6418 (FD -8750, IMP).Ddf Standard AAMA/WDMA/CSA 101/I.S.2/A-440 ASTM E1300-04 ASTM E1886-05 ASTM E1996-05 PA TAS/201/202/203 Year 2005 2004 2005 2005 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquHlFzfePouW7oGhYGF3pWxjAQ%a2f%2fSOvrMi4XRGwKNsNoA%3d%3d 1/2 8/5/2015 Florida Building Code Online Equivalence of Product Standards 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 04/20/2015 04/23/2015 04/25/2015 06/23/2015 FL # Model, Number or Name Description 14850.1 FD -8750, Impact. FD -8750 French Door, SD -8700 Swing Door, SLT-8710 Sidelite, Impact. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Large Missile French Door w/ Sidelights, Max. French Door 6' x 8', Max. Single Door 3' x 8', Max. Sidelight 3' x 8', DP +/- 70 psf. Glass complies to ASTM E1300-04. Installation Instructions FL14850 R2 II CWS -641B (FD -8750, IMPI.Ddf •••• • •••• Verified By: Lucas Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL14850 R2 AE DuPont PVB NOA 13-0129•ahisdf FL14850 R2 AE DuPont SP NQ 11-061%1;14.pd' FL14850 R2 AE EvaIReD W 464tB (FD -8750, IMP).odf FL14850 R2 AE Quanex (Id' ron)•NOA 12.4C147 Q2.odf Created by Independent TItilttP9tty: Yes • • 1 Back' •••••• •••• • • •••• • • •• •• •• • • • • • •• • • • • • • •• . • .• • • • • • • Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-48719 • • • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Acce4ibilit: Statement ::.Refund.Statement • Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a/public-records request, do not send electronic • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please co/Oct S550.t87.1395. *Pursuant to Sectio 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the DertaRmenPwith an ctnllit addrAss if they tave • one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wishiq sapply 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 Product Approval Accepts: Schick sccurit'str:rluc:. Credit SAFE https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquHlFzfePouW7oGhYGF3pWxjAQ%2f%2fSOvrMi4XRGwKNsNoA%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 641B April 18, 2015 Product Description: Series SD -8700, FD -8750, SLT-8710 PVC Swinging Door, LM Impact, 3'x8' nominal panel size max. 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 -641B, signed and sealed by Lucas A. Turner, P.E. •••• 3) Test Reports NCTL-210-3761-1, -1A, -1B, -1C, -2, and -2A from National Gertifigd Tesftng..' Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. •••• : • • • • a. Testing Performed: TAS 201/202/203 1994, AAMA/W DMA/CSA 4144t1.6.2/A440-6•: 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS -641B, signed and sealed by Luczg'11'.'Surner;P.E.'. • •••. • •• .•. • •• •• Installation: Units must be installed according to approval document CWS -641B. • Limitations of Use: This product: • • • • • • • May be used in up to 79" x 97" XX sizes, 40" x 97" X sizes, and 36 3/16" xr' .Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS -641B •• ` •••• • • Achieves design pressures of+/ -70 p.s.f. •" • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Anchors indicated in CWS -641B shall be pan or hex head type and shall have a head or washer (integrated or separate) diameter of 0.420" min. • Requires Dupont SentryGlas Interlayer per Miami -Dade N.O.A. #11-0624.021 • Requires Dupont 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 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 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. tottQ essiesE 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A Varner 2015-04-18 22:03-04:00 9 M U H 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 79" MAX. FRENCH DOOR WIDTH FRENCH DOOR TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1-3 GLAZING DETAILS 4 SECTION VIEWS 5-7 BOM 8 EXTRUSIONS 9 ANCHOR SCHEDULE & NOTES 10 INSTALLATION DETAILS 11-12 FLUSH BOLT ON INACTIVE PANEL 40" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO 1 97" MAX. UNIT HEIGHT 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 22 5/8" GLASS DLO D E D 97" MAX. UNIT HEIGHT 94 5/8" MAX. PANEL HEIGHT 83 5/8" GLASS DLO SIDELITE 81/2" NOTE: HINGE SPACINGS ARE 8-1/2" FROM ENDS AND 20" MAX. O.C. 20" FOR 81" TO 97" UNIT HEIGHT. 95 3/16" MAX. PANEL HEIGHT 84 3/16' GLASS DLO B 8 1/2" A SINGLE DOOR •. ••• •• •• . • • • GENERAL 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 OPTIONS: (SEE SHEET 4) 3. CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING w/SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) w/SIDELITE(S), SIDELITE NOT ATTACHED. 4. LOCK OPTIONS: UP TO 618": A. DOUBLE BORE w/TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET @ 36" B. MORTISE LOCK w/ TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET @ 34" C. MULTIPOINT (4 PT.) HANDLE SET © 34" ABOVE 68": A. MULTIPOINT (5 PT.) HANDLE SET @ 34" 5. 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. 6. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-12 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS ARE PROCESSED AND ASSEMBLED VIA TIE ROD. 9. SERIES / MODEL DESIGNATION SD -8700, FD -8750, SLT-8710. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR LOCATION. 12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO SEVERE WEATHER. • • • 13.QgALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. • • • • 14. MAX. PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR • • • • • • • • • • • NON -MULLED UNITS. TYPE MAX. PANEL SIZE DESIGN RRFSSURE RATING SINGLE 37-5/8" x 95-3/16" FRENCH • • IMPACT RATING SIDELITE 33-5/8" x 94-5/8" • • • • • • • :.• +470 P:F• •.• .LARGE MISSILE IMPACT Caggeux WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT 0 w 0 w w 0 >- UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION O O z REVISIONS 4/18/2015 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 DATE: 09/08/11 DWG #: CWS -641 REV.: B SCALE: 1:35 SHEET 1 OF 12 • • • • • • • 000 • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • -1 r i'�r AX. NIT EIGHT 95 3/16" C 1111 MAX. X PANEL HEIGHT 84 3/16" GLASS DLO SEE NOTE 44 �- FRENCH DOOR TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1-3 GLAZING DETAILS 4 SECTION VIEWS 5-7 BOM 8 EXTRUSIONS 9 ANCHOR SCHEDULE & NOTES 10 INSTALLATION DETAILS 11-12 FLUSH BOLT ON INACTIVE PANEL 40" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO 1 97" MAX. UNIT HEIGHT 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 22 5/8" GLASS DLO D E D 97" MAX. UNIT HEIGHT 94 5/8" MAX. PANEL HEIGHT 83 5/8" GLASS DLO SIDELITE 81/2" NOTE: HINGE SPACINGS ARE 8-1/2" FROM ENDS AND 20" MAX. O.C. 20" FOR 81" TO 97" UNIT HEIGHT. 95 3/16" MAX. PANEL HEIGHT 84 3/16' GLASS DLO B 8 1/2" A SINGLE DOOR •. ••• •• •• . • • • GENERAL 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 OPTIONS: (SEE SHEET 4) 3. CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING w/SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) w/SIDELITE(S), SIDELITE NOT ATTACHED. 4. LOCK OPTIONS: UP TO 618": A. DOUBLE BORE w/TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET @ 36" B. MORTISE LOCK w/ TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET @ 34" C. MULTIPOINT (4 PT.) HANDLE SET © 34" ABOVE 68": A. MULTIPOINT (5 PT.) HANDLE SET @ 34" 5. 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. 6. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-12 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS ARE PROCESSED AND ASSEMBLED VIA TIE ROD. 9. SERIES / MODEL DESIGNATION SD -8700, FD -8750, SLT-8710. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR LOCATION. 12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO SEVERE WEATHER. • • • 13.QgALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. • • • • 14. MAX. PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR • • • • • • • • • • • NON -MULLED UNITS. TYPE MAX. PANEL SIZE DESIGN RRFSSURE RATING SINGLE 37-5/8" x 95-3/16" FRENCH • • IMPACT RATING SIDELITE 33-5/8" x 94-5/8" • • • • • • • :.• +470 P:F• •.• .LARGE MISSILE IMPACT Caggeux WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT 0 w 0 w w 0 >- UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION O O z REVISIONS 4/18/2015 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 DATE: 09/08/11 DWG #: CWS -641 REV.: B SCALE: 1:35 SHEET 1 OF 12 • • • • • • • 000 • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES 151 3/8" MAX. UNIT WIDTH 37 5/8" M) DOOR WII 36 3/16" MAX. SIDELITE WIDTH 79" MAX. FRENCH DOOR WIDTH PANEL WIDTH PANEL WIDTH -{ r PANEL W IDTH� f 1 '" X FLUSH BOLT ON INACTIVE PANEL SEE NOTE SHT 0 17" AAX. 'NIT EIGHT 94 SIDELITE HEIGHT X 5/8" X FLUSH 95 3/ PANI HEIC 0 17" AAX. INIT 1EIGHT 94 SIDELITE HEIGHT 5/8" 83 SIDELITE GLASS DLO 518" 84 3/16" DOOR GLASS DLO 95 3/ PANI HEIC SEE NOTE SHT ' 4 1 E BOLT ON INACTIVE PANEL -22 5/8"- I -26 5/8" -I GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES GLASS GLASS DLO GLASS DLO FRENCH DOOR w/SIDLITE X. TH 16" =L HT 16" =L HT 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH --763/16" MAX. UNIT WIDTH -- 40" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. DOOR WIDTH 1 97" MAX. UNIT HEIGHT 94 5/8" SIDELITE HE GHT •• •••• •• •• •• •• •• ••• • • • •• 3S/ " • • • 8SID E •• ••• •• • •GIS DLO • • • • • •-[ I • • • • • • • • • • • • • • •• • • • ••• • ••• • O SEE NOTE 4 SHT 1 X 95 3/16" PANEL HEIGHT 84 3/16" DOOR GLASS DLO • • 22 5/8" — 26 5/8" • • • • • GLASS DLO GLASS DLO • • • • • • • SINGLE DOOR w/SIDELITE Carr WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT 0 w w w 0 r 0 UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION 0 0 Z REVISIONS LUCAS A. TURNER, P.E. FL PE 4 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 09/08/11 DWG K: CWS -641 REV.: B SCALE: 1:35 SHEET 2 OF12 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1153/16" MAX. UNIT WIDTH 37 5/8" M) DOOR WII 36 3/16" MAX. — SIDELITE WIDTH 33 5/8" MAX. 79" MAX. FRENCH DOOR WIDTH PANEL WIDTH -{ f Q X FLUSH BOLT ON INACTIVE PANEL SEE NOTE SHT X 4 1 17" AAX. 'NIT EIGHT 94 SIDELITE HEIGHT 5/8" 83 SIDELITE GLASS DLO + 5/8" 84 3/16" DOOR GLASS DLO 1 95 3/ PANI HEIC -22 5/8"- 26 5/8" .- GLASS GLASS DLO GLASS DLO FRENCH DOOR w/SIDLITE X. TH 16" =L HT 16" =L HT 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH --763/16" MAX. UNIT WIDTH -- 40" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. DOOR WIDTH 1 97" MAX. UNIT HEIGHT 94 5/8" SIDELITE HE GHT •• •••• •• •• •• •• •• ••• • • • •• 3S/ " • • • 8SID E •• ••• •• • •GIS DLO • • • • • •-[ I • • • • • • • • • • • • • • •• • • • ••• • ••• • O SEE NOTE 4 SHT 1 X 95 3/16" PANEL HEIGHT 84 3/16" DOOR GLASS DLO • • 22 5/8" — 26 5/8" • • • • • GLASS DLO GLASS DLO • • • • • • • SINGLE DOOR w/SIDELITE Carr WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT 0 w w w 0 r 0 UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION 0 0 Z REVISIONS LUCAS A. TURNER, P.E. FL PE 4 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DATE: 09/08/11 DWG K: CWS -641 REV.: B SCALE: 1:35 SHEET 2 OF12 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 40" MAX. SINGLE ' DOOR WIDTH 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO 81" MAX. UNIT HEIGHT 79 3/16" PANEL HEIGHT 68 3/16" GLASS DLO FLUSH BOLT X 81/2" NOTE: HINGE SPACINGS f ARE 8-1/2" FROM 21 5/16"IENDS AND 21-5/16" 1 MAX. O.C. UP TO 81" UNIT HEIGHT. SEE NOTE 4 SHT 1 8 1/2" SINGLE DOOR MAX. 79" MAX. FRENCH DOOR WIDTH 37 5/8" MAX. PANEL WIDTH 363/16" SIDELITE WIDTH 33 5/8" MAX. 5" G GLASSS DLO PANEL WIDTH 37 —{ PANEL WIDTH FLUSH BOLT X SEE NOTE SHT X 1 It' AAX. JNIT -EIGHT 79 3/16" PANEL HEIGHT 68 3/16" GLASS DLO II O C 1 MAX. 151 3/8" MAX UNIT WIDTH DOOR WIDTH 363/16" SIDELITE WIDTH 33 5/8" MAX. 79" MAX. FRENCH 5/8" MAX. -- PANEL WIDTH 37 —{ PANEL WIDTH I 1 II O C 1 O FLUSH BOLT X X SEE NOTE4 SHT1 11" AAX. /NIT /EIGHT 78 SIDELITE HEIGHT 5/8" 67 SIDELITE GLASS DLO 5/8" O 68 3/16" DOOR GLASS DLO 79 3/ DOO PANI HEIC • +I •11 22 5/8" — 26 5/8" — GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES 16" R =L HT • ••• • • •• • • ••• FRENCH DOOR 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 22 5/8" GLASS DLO 81" MAX. UNIT HEIGHT 78 5/8" PANEL HEIGHT 1 12 3/8" MAX. UNIT WIDTH SIDELITE 37 5/8' MAX. PANEL WIDTH 40" MAX. SINGLE DOOR WIDTH 81" MAX. UNIT HEIGHT 78 5/8" SIDELITE HEIGHT •r• • • • • 1• • i •� • •Tw 67 5/8" ;1D ITE • ciLA • • OLOs • O • 22 5/8" GLASS DLO • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • FLUSH BOLT X l — 26 5/8" GLASS DLO O 79 3/16" DOOR PANEL HEIGHT 68 3/16" DOOR GLASS DLO SINGLE DOOR w/SIDELITES C(1(101098' WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 01► 8700/10/50 PVC SWING DOOR IMPACT 1-- 0 3- o3 3- UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m O 2 REVISIONS 4/18/2015 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 DATE: 09/08/11 DWG #: CWS -641 REV.: B SCALE: 1:35 SHEET 3 OF 12 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1" OVERALL 3/16" TEMPERED 5/16" AIRSPACE 1/2" LAMINATED 3/16" ANNEALED .105 DUPONT PVB INTERLAYER —3/16" ANNEALED SIKA - SIKAFLEX 552 or HENKEL - PURFECT GLAZE "H" • fid W HENKEL - PURFECT GLAZE "H" 1" OVERALL 3/16" TEMPERED 3/8" AIRSPACE 7/16" LAMINATED 3/16" ANNEALED .099 SENTRY GLASS IONOPLAST INTERLAYER --3/16" ANNEALED SIKA - SIKAFLEX 552 or 3/4" GLASS BITE _ moi• �I�11♦ 3/4" GLASS BITE GLASS TYPE A •• 41410 • • • • • • • • • •• • • • • 041• • • • • • • • • •• ••• , • • • • • ••• 6LIGIWYPEB • • • • • • • • • • • • • • • • • • • • • • • • • • GO • • • 1 • • 0041 • •0• • ••• • Cuomo WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT 0 w Z. O w w w o Y m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m 0 z REVISIONS ..................... : No 50201 •'A *• * ;*. :1 0: STATE OF j U zZ 4/18/2015 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: 09/08/11 DWG#: CWS -641 REV.: B SCALE: 1:1 SHEET 4 OF12 ••• • • • • ••• • • • • • • • • • • • • • 00• • • • • • • • • • • • • • • •• •• • • • •• 041 1410 • • 6 ••• • • GLASS TYPES MAX. UNIT HEIGHT SIDEUTE SINGLE FRENCH 81" 1 A A A 97" B B - .099 SENTRY GLASS IONOPLAST INTERLAYER --3/16" ANNEALED SIKA - SIKAFLEX 552 or 3/4" GLASS BITE _ moi• �I�11♦ 3/4" GLASS BITE GLASS TYPE A •• 41410 • • • • • • • • • •• • • • • 041• • • • • • • • • •• ••• , • • • • • ••• 6LIGIWYPEB • • • • • • • • • • • • • • • • • • • • • • • • • • GO • • • 1 • • 0041 • •0• • ••• • Cuomo WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT 0 w Z. O w w w o Y m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m 0 z REVISIONS ..................... : No 50201 •'A *• * ;*. :1 0: STATE OF j U zZ 4/18/2015 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: 09/08/11 DWG#: CWS -641 REV.: B SCALE: 1:1 SHEET 4 OF12 ••• • • • • ••• • • • • • • • • • • • • • 00• • • • • • • • • • • • • • • •• •• • • • •• 041 1410 • • 6 ••• • • INTERIOR SECTION VIEW A -A INTERIOR SECTION VIEW B -B ALTERNATE 1 MORTISE LOCK w/ FLUSH BOLT • • •• • • • • • • • • • • • • • •• ••• •• • • • •• ITEMS NOT SHOWN F RGfRRITY: • ••• • • 10-12, 13, 15-17, 22, 44 48, p, 57-58 • • • • • • ITEMS NOT USEDSN VERSION SHOWN: • • • • • • • 2-3, 8-9, 15-16, 25-!E190-34!36-40, 4g,18L•53, 810, 62, 65.81,072, 7• ALTERNATE 2 Coot WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 8700/10/50 PVC SWING DOOR IMPACT a 0 1- 0 w W W 0 } Q7 UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m 0 Z REVISIONS „0%PNOEwT', Q,4�GEN S.�i, ,:G•; F.y. :• '•° • No 58201 11 : ✓ *•* :*_ p, STATE OF »U �P ,• ''i• : OR1O•C\$ ii tttttttttttt 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS SINGLE DOOR DRAWN BY: ADE DATE: 09/08/11 DWG # CWS -641 REV.: B SCALE: 1:2 SHEET 5 OF12 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • INTERIOR NOTE: VERTICAL SECTION SIMILAR TO SINGLE DOOR, SEE SHEET 5 SECTION VIEW C -C • •• ••• • • • • • •• • •• • • • • • •• ••• •• • • • •• ITEMS NOT SHOWN FOR OLAMIITY: • • • • • • 10-13, 15-17, 22, 26-28,:6-39:43, •54, 57 . • • • . • ITEMS NOT USED 141 GERSIckSI- w1 • • • • • • • 8-9, 15-16, 25, 40, 4$ 4546, 48, 52-53,60,60, 74, 76 • • • • Cllortsm WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8700/10/50 PVC SWING DOOR IMPACT 7. 0 w 0 W W 0 Q >- UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: Q O Z REVISIONS tPNO RE tt `T ttt : No 58201 :13 *• •**• _ ''3 \ STATE OF //ill ''ye-•-4.0R10P•�•, 1#49tONA . tsG zz 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS FRENCH DOOR DRAWN BY: ADE DATE: 09/08/11 DWG #: CWS -641 REV.: B SCALE: 1:2.5 SHEET 6 OF12 •• • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • • •• •• • • • INTERIOR SECTION VIEW D -D INTERIOR SECTION VIEW E -E SEALANT APPLIED TO ADJOINING FACES BY INSTALLER #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6" FROM TOP AND BOTTOM 17" MAX. O.C. •• ••• • • • • • • • • •• ••• •• • • • •• SEALANT APPLIED TO ADJOINING FACES II:STALZF*R •• •• • • • • • #10-24 x 1-3/4" TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. SEE SHEETS 1 & 3 FOR HINGE SPACING. ITEMS NOT SHOWN FOR CLARITY: 10-11, 16, 22, 28, 43, 57 • • • • • • • • • • • • • • • • • ITEMS NOT USED IN VERSIOr HO41: • • • • • • • • • • 1-3, 6-15, 17-18, 20-21, 23-24.26-27, 3449, 41, 04-46, 418-5e, 54-58• ! :84;61116r1, • 74-76 ••• • ••• • Caavom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC teltoS 8700/10/50 PVC SWING DOOR IMPACT 0 0 w 1- 0 0 2 W W 0 >- co UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: 0 0 Z REVISIONS LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS ATTACHED SIDELITE DRAWN BY: ADE DATE: 09/08/11 DWG it: CWS -641 REV.: B SCALE: 1:2 SHEET 7 OF 12 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • 410 • • ••• • • • 000 • • PARTS LIST ITEM 1 2 3 4 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 PART # H-1833 H-1857 H-1858 H-1860 H-1861 H-1878 H-1880 H-1881 H-1900 P-3039 DESCRIPTION MAIN FRAME, HEAD ASTRAGAL, INACTIVE, FD, PVC ASTRAGAL, ACTIVE, FD, PVC REINFORCEMENT, VERT. REINFORCEMENT, HORIZ MAIN FRAME, SILL MAINFRAME, JAMB MAINFRAME, SIDELITE @ DOOR MAINFRAME, SIDELTTE @ JAMB, HEAD, SILL MATERIAL ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM SETTTING BLOCK, 1/8 X 1 X 2 SIAKFLEX 552 or PURFECT GLAZE "H" P-3503 P-3511 P-3587 P-3767 P-4146 P-4278 P-4522 P-4774 P-4790 P-4794 P4802 P4807 P -4808/P4809 P4814 P4863 P4864 P4866 SCREW #8 X1/2" PH TRUSS SS @ ASTRAGAL CAP SCREW #8 x 5/8" SQ. PAN TEK @ TIEROD BRKT SCREW #8 X 1", PH FLAT TEK @ ASTRAGAL, INSERT,LOCK SCREW, #10 X 1" HEX HEAD, TEK @ SIDELITE SCREW #8 X3/4 PHIL FLAT SS TEK @ SIDELITE SHIM FUZZY PAD, .200" x 1.250" W/ADHESIVE #10 x 1 1/4", PH FLAT, SMS - HINGE @ PANEL WSTP, BULB/LEAFS, PANEL FLUSH BOLT, ASSM, TOP/BTM SCREW #8 x 5/8" SQ.FLAT TEK @ INSERT ATTACH ALL THREADED ROD (11E ROD) HINGE, GUIDE HINGE, SET WSTP, .50X750 FOLDED BULB SEAL, @ SIDELITE LOCK STRIKE PLATE RHINO STRIKE PLATE GUIDE, TIE ROD NYLON VENDOR KEYMARK KEYMARK KEYMARK KEYMARK KEYMARK KEYMARK KEYMARK KEYMARK KEYMARK FRANKLOW E SIKA - HENKEL FASTENAL FASTENAL FASTENAL FASTENAL FASTENAL ULTRAFAB FASTENAL AMESBURY SULLIVAN FASTENAL McMASTER HOPPE HOPPE AMESBURY PADDOCK PADDOCK M&M P4871 TIE ROD BRACKET ZINC SULLIVAN 30 P4885 SHOOT BOLT, TOP PADDOCK 31 P4886 SHOOT BOLT, BOTTOM PADDOCK 32 P4851 LOCKBAR, INACTIVE, 8 FT PADDOCK 32 P4884 LOCKBAR, MULTI -POINT, 5PT, 8 FT PADDOCK 32 P4901 LOCKBAR, MULTI -POINT, 4PT, 6'8 FT PADDOCK 32 P4902 LOCKBAR, INACTIVE, 6'8 FT PADDOCK 33 P4903 HANDLE SET, ACTIVE PADDOCK 34 P4905 HANDLE SET, INACTIVE PADDOCK 35 P4913 WSTP, .50X50 FOLDED BULB SEAL, @ DOOR SCHELGEL 36 P4917 CAP, ASTRAGAL, OUTSIDE NYLON M&M 37 P4918 GUIDE, FLUSH BOLT, INACTIVE PNL M&M 38 P4922 COVER, INTERIOR, FLUSH BOLT NYLON M&M 39 P4925 CAP, ASTRAGAL, INSIDE NYLON M&M 40 P4926 SHIM, SIDELTTE, DOOR SHIPPING BLOCK NYLON M&M 41 P4927 GUIDE, FLUSH BOLT NYLON M&M 42 P4930 SCREW, #10 X1-1/4" HEX HEAD TEK @ SIDELITE ATTACH FASTENAL 43 P4933 NUT, 3/8"-16 FLANGED W/ SERRATED LIP, SS, @ PANEL McMASTER 44 P4934 SCREW, #12-24 X 1/2", PH FLAT, MS, @ HINGE FASTENAL 45 P4936 DOOR KNOB, ACTIVE PANEL • DELANY 46 P4937 DEADBOLT, ACTIVE PANEL DELANY 47 P4969 SCREW, #10 X2" REINF. ATTACH. FASTENAL 48 P4997 STRIKE, DEADBOLT PADDOCK 49 P-5127 SCREW, #12 X2", PH PAN, SMS, ANCHOR FASTENAL 50 P-5130 GASKET, DOOR SILL, FRONT FOAM HO PRODUCTS * ALTERNATE APPROVED LOCKSETS: PAMEX GRADE 2 LOCKSET AND DEADBOLT PARTS LIST ITEM PART # DESCRIPTION MATERIAL VENDOR 51 P-5131 GASKET, DOOR SILL, BACK FOAM HO PRODUCTS 52 P-5134 SCREW, #10 X 1-3/4" FLAT SQUARE TYPE F @ HINGE FASTENAL 53 P-5151 GASKET, SIDELITE FOAM HO PRODUCTS 54 P-5157 SCREW #10-24 x 1/2", FI Undercut PH, 18-8SS @ KEEPER FASTENAL 55 P-5158 BOTTOM SEAL RUBBER TEAM 56 P-5172 WSTP, .370 X.187, TRI FIN, BLACK ULTRAFAB 57 P-5174 SCREW #8 X3/4" HEX WASHER HEAD, @ FRAME FASTENAL 58 P-5186 SCREW #8-32 x 1-1/4" PH,FL MS, SS @ PLUNGER SS FASTENAL 59 S-1783 THRESHOLD, HIGH RISE ALUM KEYMARK 60 S-1784 INSERT, REINFORCEMENT ALUM KEYMARK 61 S-1806 COVER, JAMB, ANCHOR 62 S-1816 COVER, JAMBS, HEAD,SILL, SIDELITE ALUM ALUM KEYMARK KEYMARK 63 S-1817 DRIP CAP ALUM KEYMARK 64 S-1840 COVER, HEAD, ANCHOR ALUM KEYMARK 65 S-1849 INSERT, INACTIVE PNL, LOCK HARDWARE KEYMARK 66 S-1859 COVER, ASTRAGAL, FD ALUM KEYMARK 67 S-1864 INSERT, FRONT, BTM ATTACH SILL 68 S-1865 INSERT, BACK, BTM ATTACH SILL ALUM ALUM KEYMARK KEYMARK 69 S-1915 BASE, SWEEP ALUM KEYMARK 70 S-1916 DRIP COVER, SWEEP ALUM KEYMARK 71 S-6083 PANEL, TOP/BTM RAIL, SIDES - DOOR PVC MIKRON 72 S-6083 PANEL, TOP/BTM RAIL, SIDES - SIDELITE PVC MIKRON 73 S-6084 GLAZING BEAD (1") PVC MIKRON 74 H-1888 REINFORCEMENT, VERT., SINGLE DOOR ALUM KEYMARK 75 GLASS SEE SHEET4 76 H-1862 REINFORCEMENT, VERT. ALUM 77 P-4887 MORTISE LOCK KEYMARK PADDOCK Caztom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 8700/10/50 PVC SWING DOOR IMPACT m 0 0 1— w w w 0 r UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m ¢ O REVISIONS •• ••• •• •• •• •• •• •• . • • • • • • • ••• ••• •• • • • •• • 000 • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • 0041 • ••• • ••• • HEAD SILL ALL FRAMES ARE MECHANICALLY FASTENED LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM DRAWN BY: DATE: ADE 09/08/11 DWG #: CWS -641 REV.: B SCALE: 1:1 SHEET 8 OF12 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • 4 9/16" DOOR HEAD -1833 1 9/16" 1 2 1/2" 21/16" DOOR SILL -1878 4 9/16" DOOR JAMB -1880 4 9/16" 1/16" SIDELITE-1881 4 9/16" SIDELITE-1900 NOTE: ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 5 1/2" PVC DOOR PANEL 6083 1/16" REINFORCEMENT - 1861 REINFORCEMENT -1860 ASTRAGAL COVER -1859 4 5/16 REINFORCEMENT - 1857 2 5/8" —1 REINFORCEMENT - 1858 r_11/2._.1 1 3/16" 1/4" THRESHOLD - 1783 FRAME COVER 1806 SIDELITE COVER - 1816 BASE SWEEP - 1915 REINFORCEMENT - 1862 •• ••• • • • • • •• • • • • • 1n • • INSERT, BACK - 1865 • 9/16" •• ••• }• • • • •• 11/16" 1 1/8"1/8" INSERT, FRONT - 1864 I• _ • •••• • • • • • • • • • INV/Ii4T, II2ACTIWE PV -1849. • • • • • • •• • • • • • • ••• • ••• • ••• • 11 �1 1/16" HEAD COVER - 1840 5/8" 3/8" FILLER - 1784 5/8" 11//16" PVC GLAZING BEAD - 6084 1 1/8" 5/8" �— 1/16" DRIP CAP - 1817 3/4" 13/16" DRIP COVER - 1916 Cir' WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT u) 5 0 1- w w w m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: CO 0 z REVISIONS p�,P�10RE W `T/, ��•VQ •��OENSF•. P2L No 58201 .“ 1.11 :a * q- �1): STATE OF � : y�SsiONA, EC1��`� 4/18/2015 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 DATE: 09/08/11 DWG is CWS -641 REV.: B SCALE: 1:2 SHEET 9 OF 12 •• • • • • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • ANCHOR @ MIDSP 6" MAX. (TYP.) 6" MAX. (TYP.) 17" MAX. O.C. (TYP.) AN (TYP.) ' (t •- 4" (TYP.) t4" (TYP.) -AI F- 2" (TYP.) "WO 1 X I 0 X 0 0 U V N SIDELITE DOOR SIDELITE ANCHOR LAYOUT - (FLANGE) OD/METAL SEE NOTE 2 ANCHOR @ MIDSPAN (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.) 17" MAX INSTALLATION O.C. (TYP) ANCHOR (TYP.) SIDELITE DOOR DOOR ANCHOR LAYOUT - (FLANGE) SIDELITE CIRCLED ANCHOR LOCATIONS RED.() ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. D/METAL 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 11. 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 INSTRUCTIOIV6, ANC•4NCHOR9PSHALLMNOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 11. • • • • • • • • • • •" • • • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE( TJ C1' F INGSs:MBE4 MEI1•/T EI-IAYL•BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 4" FOR MASONRY, 4,-411e" FOR HINGES (ANL SUBSTR*TES» 1" FOR WOOD AND METAL. • • • • • a • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE AROHITEQT OR ENGOEFOF REQORDD QJSALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 11. CiACRETC4ND IA•S6NRY• UI4ST ATj.ASS MA1�N 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/WDMA 250(BOX WINDOWS), FMA/AAMANJDMA 300(EXTERIOR DOORS) Cuagom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 8700/10/50 PVC SWING DOOR IMPACT v 0 ui 0 2 W W 0 m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: ca O Z REVISIONS ����PNO RE W l/z/... �.`VP: 4tGENSF., " No 58201 .1/ _ * :' O: STATE OF :l a y0S/ONAI: ; gd...` ZZ 4/18/2015 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: 09/08/11 DWG • CWS -641 REV.: B SCALE: 1:8 SHEET 10 OF 12 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • R i . 1 X I X 0 01 N 41 U U SIDELITE DOOR DOOR ANCHOR LAYOUT - (FLANGE) SIDELITE CIRCLED ANCHOR LOCATIONS RED.() ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. D/METAL 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 11. 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 INSTRUCTIOIV6, ANC•4NCHOR9PSHALLMNOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 11. • • • • • • • • • • •" • • • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE( TJ C1' F INGSs:MBE4 MEI1•/T EI-IAYL•BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 4" FOR MASONRY, 4,-411e" FOR HINGES (ANL SUBSTR*TES» 1" FOR WOOD AND METAL. • • • • • a • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE AROHITEQT OR ENGOEFOF REQORDD QJSALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 11. CiACRETC4ND IA•S6NRY• UI4ST ATj.ASS MA1�N 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/WDMA 250(BOX WINDOWS), FMA/AAMANJDMA 300(EXTERIOR DOORS) Cuagom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 8700/10/50 PVC SWING DOOR IMPACT v 0 ui 0 2 W W 0 m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: ca O Z REVISIONS ����PNO RE W l/z/... �.`VP: 4tGENSF., " No 58201 .1/ _ * :' O: STATE OF :l a y0S/ONAI: ; gd...` ZZ 4/18/2015 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: 09/08/11 DWG • CWS -641 REV.: B SCALE: 1:8 SHEET 10 OF 12 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 1/4" MAX. SHIM INTERIOR INSTALLATION ANCHOR SEE TABLE 1 VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 INTERIOR CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. TABLE 1: APPROVED INSTALLATION FASTENERS SURSTRATF TYPE ANCHOR TYPE MIN EMBFDMENT MIN_ FO(;F DIST CONCRETE (2.85 KSI MIN.) 1/4" ELCO ULTRACON 1-3/4" 2-1/2" HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 1/4" ELCO ULTRACON 1-3/8" 7/8" 2X MIN. SOUTHERN PINE (G=0.55) #12 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #12-14 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 1/Z"• • • • 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #12 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" i4 • • HINGE ANCHORS INTO CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" 2-- " • • HINGE ANCHORS INTO HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" HINGE ANCHORS INTO 2X MIN. SOUTHERN PINE (G=0.55)• #10 WOOD SCREW 1-3/8"8"• • • r • HINGE ANCHORS INTO 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KW IK -FLEXOR RW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" • • • • 1/2" • • HINGE ANCHORS 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" • 1/2" INSTALLATION ANCHOR SEE TABLE 1 HINGE ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 1 HINGE MIN. EDGE DIST. SEE TABLE 1 / 1 HINGE MIN. EMBEDMENT SEE TABLE 1 HORIZONTAL SECTION TYPICAL JAMB / HINGE ANCHORAGE 2 13/16" ANCHORS THRU HINGE (TYP.) 8 1/2" (TYP.) 21 5/16" MAX. SEE NOTE • • c • • • •• • • • NDTE• • • • • • • HINGE SPAOINGS ARE: •• w • 81/2• ENTS • • • 21-5/16" 10A OG,: FOR UP TO 81" UNIT HEIGHT. 20" MAX. O.C. FOR OVER 81" UNIT HEIGHT. • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• s ••• e HINGE LAYOUT 1:30 Cazgom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT v 0 zz 1- 0 w w w 0 m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m O Z REVISIONS .��GENSF• - t No 58201 \1 *' * * '33 STATE OF :1:ucg `g 91100`�• ss+0 N A ; E40,„ 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DOOR DRAWN BY: ADE DATE: 09/08/11 DWG x: CWS -641 REV.: B SCALE 1:2 SHEET 11 OF 12 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 P11140k111 MIN. EDGE DIST. SEE TABLE 1, SHT 11 MIN. EMBEDMENT SEE TABLE 1, SHT 11 1/4" MAX. SHIM INTERIOR INSTALLATION ANCHOR SEE TABLE 1, SHT 11 VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1, SHT 11 MIN. EDGE DIST. SEE TABLE 1, SHT 11 INTERIOR CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. INSTALLATION ANCHOR SEE TABLE 1, SHT 11 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1, SHT 11 MIN. EDGE DIST. SEE TABLE 1, SHT 11 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • HORIZONTAL SECTION TYPICAL JAMB / HINGE ANCHORAGE Cogozio WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT (n 0 0 w 0 w w w 0 >- m U m CC0 w 0- 0 w 0 0- U 6l 0 N CCw 0- 0 w 0 0- DESCRIPTION: m O z REVISIONS Z_ 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS SIDELITE DRAWN BY: ADE DATE: 09/08/11 DWG #: CWS -641 REV.: B SCALE 1:2 SHEET 12 OF 12 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • t • •• •• ••• • • • ••• • • Florida Building Code Online Florida Department Busines Profess' Regulation 5/25/16, 3:37 PM BCIS Home 1 Log In 1 User Registration I Hot Topics 1 Submit Surcharge ; Stats & Facts Publications 1 FBC Staff BCIS Site Map ( Links Search j lkente efficiently. Regulate fairly. ►eJ10EpF Product Approval USER: Public User Product Approval Menu > Product or Applicati FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Search > Application List > Application Detail FL13010-R4 Revision 2014 Approved *Approved by DBPR. Approvals by DBPR shall be revi 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 Stephen Brooks sbrooks@cws.cc Erin Koss 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 Windows Fixed • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • • • • • • • i • Referenced Standard and Year (of Standard) Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE 7 Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440-05 HAMA/WDMA/CSA 101/I.S.2/A440-08 ASTM E1300-04 ASTM E1886-05 ASTM E1996-05 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaBTgJmamdLOFZ98tJc57GZO%3d%3d ed and ratified by • • • • ••• • • • • • • • • • • • • • •• • • • • •• • • •••• • • • • • •• • • • • • • • • •• Year 2005 2008 2004 2005 2005 Page 1 of 3 Florida Building Code Online 5/25/16, 3:37 PM Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products PA TAS 201/202/203 1994 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. 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. Certification Agency Certificate FL13010 R4 C CAC CAR 138-1357.pdf FL13010 R4 C CAC CAR 138-1362.pdf FL13010 R4 Q CAC CAR 138-562.0E Quality Assurance Contract Expiration Date 09/14/2019 •••• Installation Instructions • • •••• • FL13010 R4 II CWS -4330 (rN-:150,T•T, IMP).pdf •• Verified By: Lucas A. Turner S8261 • • • Created by Independent ?IM I'a?ty: Yes • • Evaluation Reports • • FL13010 R4 AE EvalRep GW E}33C (IN/a815Q, 72x76,. IMP),pdf • • • • • FL13010 R4 AE Kuraray P I\10A 14-A16 l?.pdf • FL13010 R4 AE KuraraySty�IQQA 14-09I8.11;pdf FL13010 R4 AE Quanexi(b1ikt n) NOA 12-103? 02.01 • • • • Created by Independent Zlyr�i•liarty: Yes • • • • • • • • • • • •••• PW -8150 PVC Flg/Fin Fixed Window, ConCrithtSf1ead &.Sill. • • • �•7T Certification Agency Certificat! ••• • :• FL13010 R4 C CAC CAR 138-261e2.pdf ••: FL13010 R4_C CAC CAR 138-705e2.01 FL13010 R4 C CAC CAR 138-706e2.pdf Quality Assurance Contract Expiration Date 08/12/2019 Installation Instructions FL13010 R4 II CWS -510B (PW -8150, CONTHDSL, IMP).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R4 AE DuPont PVB NOA 13-0129 27.01 FL13010 R4 AE EvalRep CWS -510B (PW -8150, CONTHDSL, IMPkpdf 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. Large Missile Impact. Glass complies to ASTM E1300-04. Certification Agency Certificate FL13010 R4 C CAC CAR 138-258e2.pdf FL13010 R4 C 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 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaBTgJmamdLOFZ98tJc57GZO%3d%3d Page 2 of 3 Florida Building Code Online 5/25/16, 3:37 PM 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 Quanex (Mikron) NOA 12-1017 02.o01 Created by Independent Third Party: Yes 13010.4 PW -8300 PVC Fixed Window PW -8300 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: 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.pS1_f FL13010 R4 C CAC CAR 138-250e2.pdf FL13010 R4 C CAC CAR 138-274e2.pdf FL13010 R4 O CAC CAR 138-457e2.pdf FL13010 R4 C CAC CAR 138-465e3.pdf FL13010 R4 C CAC CAR 138-534.pdf 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 a 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, IMPLpdf FL13010 R4 AE Quanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Ye • • • • • • • • • • • •• • • •••• Contact U@ :: 1940 North Monroe Street Tallahassee FL 32399Phone: 850-4✓A]1014. • •••• ••• • • • •• • •• • • • •• • • • • • • • •• • • The State of Florida Is an AA/EEO employer. cop Ight 2007-2013 State 9f Florida. :: Privacy Statement :: ACA lt.9ta_ t-:lplhfouncrtatemeAt* • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a aubMecords request, d3 ?dot send e!eetiooii: • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please corotorf•$6a.487.1395. *Prrsuant to Section • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide thefDepatment with an email address if they have• one. The emails provided may be used for official communication with the licensee. However email addresses are pubIR record. tf you do Pot wisMto supply a•plr!Ahsl• address, please provide the Department with an email address which can be made available to the public. To determine if yo4bare a licen is QrRl rthapter 4,55, F.S., • please click Jtere . • • • Product Approval Accepts: • • • • • • • • • • • eckrck sccuritvMF riu CreditAr E w •• http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaBTgJmamdLOFZ98tJc57GZO%3d%3d Page 3 of 3 URNER ENGINEERING & CONSULTING, INC. Product Description: Series 8150 PVC Fixed Window, Large Missile Impact 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 433C November 19, 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 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 Port, FL 2) Approval drawing CWS -433C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3566-1, -IA, -1B, and -1C, and NCTL-210-4011-01, -1A, -02, and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with testing performed: AAMA/WDMA/CSA 101/I.S.2/A440-05/08, ASTM E1886-05 and ASTM E1996-05/09, and TAS 201, 202, 203 1994 •••• • 4) Supplemental Calculations to support CWS -433C, signed and sealed by Lucas 4.'Turner,P 2.• Installation: Units must be installed according to approval document CWS -433C. • • •••• •• • Limitations of Use: This product: • • • •••• • •• • May be used in 0 config. in sizes and with glass DLO sizes as shown in CW&433C ••• • • Achieves a design pressure of +/-75 psf in unit sizes up to 36"x72"with 3/160rrint for Tempered} Air — 3/16Ann-.105PVB-3/16Ann glass minimum. Achieves a design pressM-/-67.5 psf in unit sizes up to 72"x76" with 3/16 Tempered — Air— 3/16HS-.090SGP-3/16HS glass mirilg ijO, • Is impact resistant and does not require the use of shutters • • • ••• • ••• • • • May be used in the High Velocity Hurricane Zone •„ • Requires the use of tempered outboard glass above 30 ft of grade in HVHZ • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade NOA 14-0916.10 in DP 75 units up to 36"x72", and requires Kuraray Sentry Glas Interlayer per Miami -Dade NOA 14-0916.11 in DP 67.5 units up to 72"x76" • Requires Quanex (Macron) white rigid PVC framing per Miami -Dade NOA 12-1017.02. I have evaluated the interlayer material in this NOA and find that it complies 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 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. Lucas A. Turner 2015-11-19 14:58-05:00 � %,10 RE W 1T oi�r C.E N •'A"+. No 58201 • N * * ;* 1) ct = S STATE OF tu: I1.1:'0:ss,oNA,tiv- �`�� 11/19/2015 Lucas A. Turner, P.E. FL PE #58201 PICTURE WINDOW - LARGE MISSILE IMPACT 371/4' MAX OVERALL FLANGE WIDTH 36" MAX. UNIT WIDTH 31 13/16' GLASS DLO A 73 1/4" MAX OVERALL FLANGE HEIGHT B 72" MAX. UNIT HEIGHT 67 13/16" GLASS DLO O J A TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ARCHITECTURAL SHAPES 2 SECTION VIEWS & GLAZING 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 0 0 e 77 1/4" MAX. OVERALL FLANGE HEIGHT 76" MAX. UNIT HEIGHT 71 13/16 GLASS DLO 73 1/4' MAX. OVERALL FLANGE WIDTH 72' MAX. UNIT WIDTH 67 13/16" GLASS DLO O •• ••• • • • • • • • •i i : —11J • • • • • •• ••• •• • • • •• • GENERAL 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 OPTIONS: (SEE SHEET 3) 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 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. 7. ALL FRAMES ARE FULLY WELDED. 8. SERIES / MODEL DESIGNATION PW -8150. 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 FtAAING IMPACT RATING ALL 36" x 72" • ; •+/- 75 PSF • • : LARGE MISSILE IMPACT NON-HVHZ ` 72" x 76;• •. ; FULL CIRCLE 1/2 CIRCLE 1/4 CIRCLE FULL ELLIPSE (OVALZ OCTAGON TRIANGLE TOMBSTONE TRAPEZOID NOTES: 1. SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2. THRU FRAME - MASONRY, WOOD OR METAL OPENING. THRU FIN - W000 OPENING. 3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF RECTANGULAR WINDOW ON SHEET 1. 4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5, WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • •• ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • Cgdogggii WINDOW SYSTEMS 1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8150 PVC PICTURE WINDOW IMPACT co 0 O N F- 2 2 W LL W W O >- o3 ADDED 72" x 76" UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: 0 m 0 Z REVISIONS 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: AAJ DATE: 11/25/11 DWG 6: CWS -433 REV.: C SCALE: 1:1 SHEET 2 OF 6 • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • INTERIOR SECTION VIEW A -A ALTERNATE FIN FRAME INTERIOR SECTION VIEW B -B 7/8' OVERALL 3/16" ANNEALED or TEMPERED 1/4" AIR SPACE 7/16" LAMINATED 3/16" ANNEALED Aa5 KURARAY PVB INTERLAYER —3/16" ANNEALED PURFECT GLAZE "H" OR SIKAFLEX 552 11 • • •• ••• •• • • • •• • ••• • ••• • • • • • • . GLASS4TYPE•A • • • • • • •1.1 • • •• • • • .. • • •.• • •••• • •••• • GLASS TYPE DP MAX SIZE A +/- 75 36 x 72 B +/- 65 72 x 76 +1- 67.5 7/8" OVERALL 3/16" TEMPERED 1/4" AIR SPACE 7/16' LAMINATED 3/16" HEAT STRENGTHENED .490 KURARAY SENTRYGLAS INTERLAYER —3/16" HEAT STRENGTHENED PURFECT GLAZE "H" OR SIKAFLEX 552 GLASS BITE GLASS TYPE B 1:1 agani rWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8150 PVC PICTURE WINDOW IMPACT O 0 0 N F LL. W H W 0 } QI is Es 0 w0 0 0 m LL cc 1 w a 0 W a UPDATED PER 2010 FBC DESCRIPTION: U m 0 Z REVISIONS `,,�PNO RE W ,; ,,�'i v : No 58201 •" 1\ *; * ;*C • STATE OF "44/iZQ ` 1 (s •c4OR10A�•2 z� 11/19/2015 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: AAJ DATE: 11/25/11 DWG 6: CWS -433 REV.: c SCALE: 1:2 SHEET 3 OF 6 • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • PARTS UST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-6025 SASH STOP MIKRON PVC 2 H-6048 FIN FRAME MIKRON PVC 3 H-6049 FLANGE FRAME HEAD MIKRON PVC 4 H-6049 FLANGE FRAME SILL MIKRON PVC 5 H-6049 FLANGE FRAME LEFT JAMB MIKRON PVC 6 H-6049 FLANGE FRAME RIGHT JAMB MIKRON PVC 7 P-3113 SCREW SUPPORT FOR PVC 8 P-3352 SETTING BLOCK 85 DUROMETER 1/8" x 5/8" x 2" LG. AMESBURY FOAM 10 P-4648 SIKAFLEX552OR HENKEL PURFECTGLAZE "H" SIKA / HENKEL 11 S-6064 GLAZING BEAD (7/8" O.A. I.G.) FRANK LOWE RUBBER 12 GLASS SEE SHEET3 CARDINAL GLASS LINE ITEMS NOT USED: 9 1/2" 23/4" 39/16" 1/16" PVC FRAME, FLANGE - H-6049 L 3/16" 3' SCREW SUPPORT - P-3113 1/16" PVC FRAME, FIN - H-6038 FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) SCALE 1:8 V- W(YU!/%,, WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC PVC GLAZING BEAD - S-6064 PVC FILLER, SASH STOP - S-6025 •• ••• • • • • • •• • •• • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • 8150 PVC PICTURE WINDOW IMPACT W O } 07 ADDED 72" x 76" UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: U m 0 Z REVISIONS 11/19/2015 LUCAS A. TURNER, P.E. FL PE 1158201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN By: AAJ DATE: 11/25/11 DWG #: CWS -433 REV.: C SCALE: 1:1 SHEET 4 OF 6 • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • 6" MAX. (TYP.) 6" MAX. (TYP.) 7 3/4" MAX. O.C. (TYP.) 7 3/4' MAX O.C. (TYP.) 1 1 SEE NOTE 2 r O L J 1 1 1 1 1 1 I I ANCHOR LAYOUT - (FLANGE) DP +1- 65 PSF and +1- 67.5 PSF 12" 6" 6" MAX. O.C. (TYP.) AAX (TYP.) AAX (TYP.) — INSTALLATI )N ANCHOR (T—P.) 2" %AX O.C. A YP.) SEE NOTE 2 O ANCHOR LAYOUT - (FLANGE) 4" MAX. (TYP.) 4" MAX. (TYP.) — INSTALLATION ANCHOR (TYP.) 8' MAX O.C. (TYP.) 8" MAX. O.C. (TYP.) r O L J ANCHOR LAYOUT - (FIN) DP +/- 75 PSF ALL SIZES AND DPs SEE 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 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 6. 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 MANUFACTURERS INSTALLATION iNSTR19e1tOf , iQJDeGJ1G 1S:HA;CIZOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. • • • •• • • • • • • •• • • • • ••• • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU CPPEMINSS,EMSEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURL•* W0104•BUCIMETAFEEIfTI-t PRaDUCT 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: 3-9/16" FOR MASONRY, 1" FOR WOOD AND METAL. • ••• • ••• •1�' • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY 1 )E ARCHITECT OR NG�IEER OF RE:OF) 4D INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEETk. CO RET€ ANIj MASONRY SYJBSIRATB6 PAPA' NOT BE CRACKED. • •• • • • •• • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHAL! *DOOM BY OTHENIFOLPOW ING Ti-IECURFAtNT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMANJDMA300(EXTERIOR DOORS) QDIIi ror, WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.cWS.cC 8150 PVC PICTURE WINDOW IMPACT co N 0 0 0 (D N 2 W W 1- 0 ADDED 72" x 76" UPDATED PER 2014 FBC UPDATED PER 2010 FBC 0 m } m 1/) z 0 z L O crw F— a 0 W 0 O z 11/19/2015 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: AAJ DATE: 11/25/11 DWG #: CWS -433 REV.: C SCALE: 1:1 SHEET 5 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS+ SEE TABLE 1 PERIMETER SEALANT INSIDE AND OUTSIDE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT INSIDE AND OUTSIDE BY INSTALLER ) SUBSTRATE BY OTHERS J SEE TABLE 1 cp6A VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 1 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 1 MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT INSIDE AND OUTSIDE BY INSTALLER SEALANT BEHIND FLANGE 8Y INSTALLER B HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" MN TAPCON . • Jw. • • , 0.4. FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON . • •'•" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-3/4"• • • 2/2"• • .1 • 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 HILTI KWIK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL 7HRP/ THRLC0.06% 7A6" • • • • • FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FU L•THRE • Tg600.1256 • • • •• i/i6 • • • FIN 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 7/16" • • •• • • • • • • ••• • • • • • • •• MIN. EDGE DIST. SEE TABLE 1 1/4" MAX SHIM SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT INSIDE AND OUTSIDE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER c)C HORIZONTAL SECTION TYPICALFIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION PERIMETER SEALANT INSIDE AND OUTSIDE BY INSTALLER 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 AN INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: •-01N.i/4"FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED • INSIDE FIND OUTSIDE, FULL PERIMETER, BY INSTALLER. •-•F 1OD(CT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. adSZ/// WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW .0 WS.CC 8150 PVC PICTURE WINDOW IMPACT u, m 0 N 2 w w i - O ADDED 72" x 76" UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: U 0 Z REVISIONS ,J�,p�4`110 RE H ",�• c .�,CENS •. Qy�i i No 58201 1:, * * ; * Z • LC r.13.- STATE OF :14/ ,,,, SSfON, �� 11/19/2015 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: AAJ DATE: 11/25/11 DWG 1: CWS -433 REV.: C SCALE: 1:2 SHEET 6 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • 8/5/2015 Flanda Department) Busines Profess' Regulation BCIS Home Lkense er xiently. Regulate fairly. Florida Building Code Online Log In i User Registration'', Hot Topics i Submit Surcharge I Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or AooliCetiOn Search > AooliCetion List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL6890-R5 Revision 2014 Approved Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Technical Representative Address/Phone/Email Koss Erin •••• ekoss@cws.cc • • Erin Koss 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 Windows Casement • • •••• • • • •• • ••• • • • •• • • • • • • •••• •• • • • • • • • • •••• • •• ••• • • • • • •• •• •• • • • • • • • • • •• • • • • • • • • • •• • ••• • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer f Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner 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 FL6890 R5 COI EvalReo CW5-161C (CA -8400. IMPLDdf Referenced Standard and Year (of Standard) Standard) Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 haps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxOFNzIHrYUmo%3d 1/2 8/5/2015 Florida Building Code Online Equivalence of Product Standards 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 04/20/2015 04/21/2015 04/23/2015 06/23/2015 FL # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl FIg/Fin Casement. 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: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 psf, Max. size 37" x 72". Outer lite in I.G. to be fully tempered when used 30 ft. above grade in HVHZ. Glass complies with ASTM E1300-04. Installation Instructions FL6890 R5 II CWS -161C (CA -8400, IMP).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL6890 R5 AE DuPont PVB NOA 13-0129 27.odf FL6890 R5 AE EvalReo CWS -161C (CA -8400, IMP).adf FL6890 R5 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes Bank) Next • • • • • •• • • • •••• ••• • • • • •• Contact Us :: 440 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-18i% • • • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: privacy Statement :: Accessibilit• Statement :: jiefu deletemen( �• • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a p/Nlidlile%Rls request tirtript Ind eiectr!n!c• • • mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please cont$ccI�gti.igff .1395. *Pursu `t Sectio 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Derartmenrwith an email address if they have • one. The emails provided may be used for official communication with the licensee. However email addresses are public rgEqirqb ¥s i do not wish toasupply a personal • address, please provide the Department with an email address which can be made available to the public. To determine if•'ou age aricensee under Chapter 455, F.S., • please click here . • • • • Product Approval Accepts: • • • • • • • • •• • ••• • • • • • •• sccuritvMLT( ICS Credit ar a.--.3 A E https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxOFNzIHrYUmo%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 161C April 18, 2015 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass 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 -161C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3673-1, -1A, -2, -2A, and NCTL-210-3674-1, -1A, -2, -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrar. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 14)1/1.$.2/A4411-••••2005, and ASTM E 1886/1996 2002/2005 • • • 4) Supplemental Calculations to support CWS -161C, signed and sealed by Lucas•4:Turner, P.E. •• • Installation: Units must be installed according to approval document CWS -161C. • • • • •. • • • • • •••• • •• Limitations of Use: This product:• • • • • • • • • May be used in X config. in unit sizes up to 36" x 72" with 1/8" (HS or Temp.).putApard, -air-. 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36" x 63" with 1/8" t.Ann• or Temp.) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass ' ••• 30ft15fglade •••. • • Requires outer lite in I.G. to be fully tempered when used in HVHZ above • Requires max. glass daylight sizes as shown in CWS -161C • Achieves design pressures of +/-67.5 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 PVB Interlayer per Miami -Dade N.O.A. #13-0129.271 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 12-1017.021 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: 1 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. 4/18/2015 ' = Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner 2015-04-20 11:99-04:00 CASEMENT - LARGE MISSILE IMPACT 38 1/4" MAX. OVERALL FLANGE WIDTH 37" UNIT WIDTH 35" MAX. SASH WIDTH 73 /4" MAX. OVERALL FLANGE HEIGHT 72" MAX. UNIT HEIGHT 70" MAX. SASH HEIGHT X 30 1/2" GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 65 /2" GLASS DLO e e e 38 1/4" MAX. OVERALL FLANGE WIDTH 37" UNIT WIDTH 35" MAX. SASH WIDTH A 64 1/4" MAX. OVERALL FLANGE HEIGHT 63" MAX. UNIT HEIGHT B 61" MAX. SASH HEIGHT B 56 1/2" GLASS DLO A ovz" GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE GENERAL 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 OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURES: -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 INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. 8. SERIES/MODEL DESIGNATION CA -8400. 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: X = OPERABLE SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. •• ••• • • • • • •• • • • • • • • • • •• • • • •• LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING NON-HVHZ 37" x 63" +(- §5�'SF • • LARGE MISSILE IMPACT HVHZ -•--••• ; • +/;67.3 PSF NON-HVHZ 37" x 72" •' e • :• ' •+/-:i5 P F.. : ; HVHZ • - +/ 67.5 PSF nagONT WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CwS.CC if 8400 PVC CASEMENT IMPACT u) o 0 O 0 N co 0 0 0 W F- 0 W 0 } 0 UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION 0 0 O 2 REVISIONS ��tt`,`Ptp RE W ,T,,,,i 3 . No 58201 t�� L f•* ;*_ 90.• STATE OF :44/:: 1* -„ F••4 O R10'••0����` ••ssfonrA ; ?0* 4/18/2015 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 DATE: 05/05/07 DWG 8: CWS -161 REV.: C SCALE: 1:15 SHEET 1 OF 6 ••• • • • • • • • • • • • • • •• •0 ••• • • • • • • ••e • • •• • ••• • • • • • • • • • • • • • •• •• ••• • • 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIR SPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE "H" 1/2" GLASS BITE GLASS TYPE A 7/8" OVERALL 1/8" HEAT STRENGTHENED or TEMPERED 7/16" AIR SPACE 5/16" LAMINATED GLASS 1/8" HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER 1/8' HEAT STRENGTHENED SIKAFLEX 552 OR PURFECT GLAZE "H" 1/2" GLASS BITE •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • •• ••• • • •• • ••• • ••• • ••• • • • • • • •• 1 GLASS TYPE B MAX UNIT SIZE MAX POS. DP GLASS TYPE 37" x 63" +67.5 A 37" x 72" +67.5 B Cuagom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8400 PVC CASEMENT IMPACT 0 0 co 0 0 0 0 W 0 W 0 >- co UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION: 0 CO 0 Z REVISIONS ice ,• No 58201 i S. L•*♦ f 90. STATE OF 1w V ,�,SS'ONA11'cN`O, 4/18/2015 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 -161 REV.: c SCALE: 1:1 SHEET 2 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • INTERIOR SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 14, 16-17, 19-20, 25, 27, 32, 34, 37-38, 42, 44-45, 50 • ••• • • • • • •• • • • • •• ••• •• • • • •• ALTERNATE FIN FRAME • ••• • • • • • • • • •• ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • INTERIOR SECTION VIEW B -B affloo WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8400 PVC CASEMENT IMPACT o cszi 0 O N 0 O w r 0 0 L1 W H W 0 W O 0 m UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION: 0 0 O Z REVISIONS ,%,PpSORE W �T p ,,,, II : No 58201 •1:01:: c*: * ;+ • Ot STATE OF :e VSg%a 'ONA; EtCV ,, 4/18/2015 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 -161 REV.: C SCALE. 1:2 SHEET 3 OF 6 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • 110 • • ••• • • • ••• • • PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-60308 FR., CASE., MAIN, HEAD MIKRON PVC 2 H-60308 FR., CASE., MAIN, SILL MIKRON PVC 3 H -6030B FR, CASE., MAIN, JB., RIGHT MIKRON PVC 4 H-60308 FR., CASE., MAIN, JB., LEFT MIKRON PVC 5 H -6030A FR., CASE., W/ FIN MIKRON PVC 6 H-6008 SASH, CASE., TOP RAIL MIKRON PVC 7 H-6008 SASH, CASE., BOT. RAIL MIKRON PVC 8 H-6008 SASH, CASE., SIDE RAIL, HINGE MIKRON PVC 9 H-6008 SASH, CASE., SIDE RAIL, LOCK MIKRON PVC 10 H-1592 SCREEN RAIL, SIDE/BTM 11 H-1593 SCREEN RAIL, TOP/SIDE KEYMARK KEYMARK ALUM ALUM 12 GLASS SEE SHEET 2 13 P-3028 SET. BLK., 85 DUR., 1/8" X7/8" X2" LG. FRANK LOWE RUBBER 14 P-3029 SCREEN LIFT -OUT SUMMIT 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 16 P-3195 SCREEN SPRING, NO HOLE TENSION 17 P-3197 SCREEN CORNER KEY M&M NYLON 18 P-3217 WSTP., WHITE LEAF SEAL, FRAME AMESBURY RUBBER 19 P-3228 SCREEN SPLINE, .155 DIA, BLK DAPA 20 P-3281 SPACER, DURASEAL, SEE SHEET3 DURASEAL TRUSEAL 21 P-3342 SEAM SEALER, SM -5504 SCHNEE SILICONE 22 P-3429 WSTP., .270 X.187 BACK, ULTRA FIN, BLACK, SASH ULTRAFAB 23 PURFECTGLAZE "H" , SIKAFLEX552 HENKEL, SIKA 24 P-3539 #8 X3/4" QUAD PH TEK, ZINC, SCREW 25 P-3581 SCREEN CLOTH, 18 X16 FIBERGLASS PHIFER 26 P-3587 #8 X 1" PH FH TEK 2, SS, SCREW FASTENAL SS 27 P-3613 CWS LBL. (LOGO) 28 P-3685 CS -8400 GOLD CERT. LABEL, NFRC TAB 29 P-3752 CAP PLUG, 1/2" HOLE M&M NYLON 30 P-3881 TEMPORARY LBL. (NFRC/DP) 31 P-3940 SNUBBER, SS, PVC 32 P-4003 11E BAR GUIDE, ROTO. HDWE. ROTO SS 33 P-4004 #8-32 X1/2" PH PH, MS, SS (ROTO HDWE. LOCK) FASTENAL SS 34 P-4005 SUPPORT PLATE, LOCK, SS, ROTO HDWE. (Use w/ P-4006) ROTO SS 35 P-4006 LOCK, MULTI -POINT, ROTO HDWE., WHITE ROTO SS 36 P-4007 ROTO. OPERATORS (FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS 37 P-4009 TRACK & SLIDER ASSM., ROTO OPER., ROTO HDWE., (13") ROTO SS 38 P-4010 STUD BRKT., ROTO OPER., L.H., ROTO HDWE. ROTO SS 39 P-4012 SHIM, ROTO OPERATOR, ROTO HDWE. (4.8mm) ROTO NYLON 40 P4014 HANDLE, STD, ROTO OPER, ROTO HDWE. (WHITE) ROTO ZINC 41 P4018 HINGES (LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS 42 P4020 SUPPORT WASHER, ROTO OPER, ROTO HDWE. (SS) ROTO SS 43 P4021 #8-32 x 3/4" Quad FH W/ 1/16" Lead, MS, SS, ROTO OP., ROTC • •'FASTP•NA¢ • SS• • 44 P4024 GASKET, ROTO OPER., ROTO HDWE., 1/16" 45 P4031 -P4040 11E -BARS, ROTO HDWE. 1-5 LOCKPOINTS, SS (BY OA HGT.) 46 P-4050 REINF. COIL -ALUMINUM, 5052-H32 (.050 X.437), HD • HOP •• • R6/0 • • PRECISION STEL • • • • _• •SS••• •A�ULI 47 P-4043 STRIKE, MULTIPOINT M&M NYLON 48 P-4146 #8 x 3/4" PH FLAT TEK, SS FASTENAL SS 49 P-4491 REINF. COIL -ALUMINUM, 5052-H32 (.062 X.656), HD ?RECl ION STEEL • •4LUM 50 P-4641 #8 x 5/8" PH FLAT TEK, #7 HEAD, SS 51 S-1505 REINF. CASE. SASH • 52 S-6064 GLZ BD., 7/8" INSTENAL • IfEYALARK. • :.m •lKROft •SS • .ALL3A NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • PVC • • 2 PVC FLANGE FRAME H -6030B PVC SASH H-6008 SCREEN RAIL SIDE/BTM H-1592 PVC GLAZING BEAD S-6064 FRAME AND SASH CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 Cogan WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 21/32" j 1 7/16" 1 m I 1/16" COIL, .062 X .656 P-4491 • • • • • • • • • • • • • •• • PVC FIN FRAME H -6030A 17/32" 1 9/32" 1/16" m COIL, .05 X .437 P-4050 11 1/16" SCREEN RAIL TOP/SIDE H-1593 3/4" T- 11/16" 7/32"1 1- 3/32" SASH REINF. S-1505 SCREW SUPPORT P-3113 8400 PVC CASEMENT IMPACT w r 0 0 • UPDATED PER 2014 FBC UPDATED PER 2010 FBC co 2 0 Z 5 O W w 1- < 0- 0 Q 0 W 0 U m O Z P , s%OREW ;• �,%`'▪ 4,"1- 4:%)., "� No 58201 :1 1: 7.f * ;t= 9• STATE OF /LU ,O.�4... 44 'iicSLOpCjN,$ ,,s+ONA�v0`% 4/18/2015 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: 05/05/07 DWG #: CWS -161 REV.. C SCALE: 2:1 SHEET 4 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 12 1/2" MAX. O.C. (TYP.) 6' MAX. (TYP.) 6" MAX. (TYP.)- 10" MAX. O.C. (TYP.) SEE NOTE 2 ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 72" 12 1/2" MAX. O.C. (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.) - 14 3/4" MAX O.C. (TYP.) INSTALLATION ANCHOR (TYP.) 8" MAX. O.C. (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.) - SEE NOTE 2 ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 63" - SEE NOTE 2 8" MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) r X X / • • • ■ • ■ • 6' THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) 8" MAX. O.C. (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.)- • 8" MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) • • • • • • • - SEE NOTE 2 X 6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 72" FOR UNITS UP TO 37" x 63" 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 6. 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 INSjAltATibltIINSIRLVTIQAR AIT.D FrCleITS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. • • • • •• • • • • ••• • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FQ CONCRL•rE/CMIT OPENING*, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE•MVOOd FUCKS BE1SNEfN IIME PRODUCT AND THE 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 DESItNE4BY THE AR ITEC•TbR ENGINeERTDF 1ECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6..CONC ETF AND rjASOVRY 41B�TRATES MAY NOT BE CRACKED. • •• • • • • • • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALL 3!J SHALL BE DCINtSY OTHERS FC&LK11NINC•THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT m 0 a o 1- 0 W r Lu 0 W 0 UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION 0 O z /n z 0 0) W 0= ,, ,Pp7ORE W f v • No 58201 \i :*; * ;*- O�� STATE OF 74u O R 10 •\,�a.�� S,ONA� �0a,, z� 4/18/2015 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 4: CWS -161 REV.: C SCALE: 1:20 SHEET 5 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 1 / / \ X ♦ N JA-- ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 72" 12 1/2" MAX. O.C. (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.) - 14 3/4" MAX O.C. (TYP.) INSTALLATION ANCHOR (TYP.) 8" MAX. O.C. (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.) - SEE NOTE 2 ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 63" - SEE NOTE 2 8" MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) r X X / • • • ■ • ■ • 6' THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) 8" MAX. O.C. (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.)- • 8" MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) • • • • • • • - SEE NOTE 2 X 6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 72" FOR UNITS UP TO 37" x 63" 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 6. 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 INSjAltATibltIINSIRLVTIQAR AIT.D FrCleITS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. • • • • •• • • • • ••• • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FQ CONCRL•rE/CMIT OPENING*, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE•MVOOd FUCKS BE1SNEfN IIME PRODUCT AND THE 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 DESItNE4BY THE AR ITEC•TbR ENGINeERTDF 1ECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6..CONC ETF AND rjASOVRY 41B�TRATES MAY NOT BE CRACKED. • •• • • • • • • 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALL 3!J SHALL BE DCINtSY OTHERS FC&LK11NINC•THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT m 0 a o 1- 0 W r Lu 0 W 0 UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION 0 O z /n z 0 0) W 0= ,, ,Pp7ORE W f v • No 58201 \i :*; * ;*- O�� STATE OF 74u O R 10 •\,�a.�� S,ONA� �0a,, z� 4/18/2015 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 4: CWS -161 REV.: C SCALE: 1:20 SHEET 5 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 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 TYPICAL HEAD ANCHORAGE L- FL FL MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM INTERIOR PERIMETER SEALANT +1 BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER — 1/4" MAX. SHIM } MIN. EMBEDMENT SEE TABLE 1 -i MIN. EDGE DIST. 066A VERTICAL SECTION TYPICAL SILL ANCHORAGE SEE TABLE 1 INTERIOR MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM rm INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 06 B HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" NW TAPCON • • •1r142" • • • 1-10" • FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON • • • • • .• • • 2• • • FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON • •1• • • • • 1••• FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16` ELCO ULTRACON • • • • 1114" • • • • • •242" : • 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 HILTI KWIK-FLEXOR [WV TEKS SELF -DRILLING SCRE4 PULL THREAD• rHRU•0.0600 • • 7/-. • • • • FLANGE 1/8" ALUM. (6063-15 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING./• DRILLING SCREW PAL THRLAD rHRU 0.1,5• • • • • • • 7/16" • • • FIN 2X MIN. SPRUCE -PINE -FIR (G=0.42) #8 WOOD SCREW 1-1/2" 7/16" • MIN. EDGE DIST. SEE TABLE 1 1/4' MAX. SHIM PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 L 1 MIN. EMBEDMENT SEE TABLE 1 O PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER O6 HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. B/6) REQ'D AT THE HINGE SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. L Op6 HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, • 1J� 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 W S.CC If r, 8400 PVC CASEMENT IMPACT 0 a CO 0 0 Q W F- W 0 W O >- co UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION: 0 m O Z REVISIONS ,tt P1;DREW#� C_Js <-CCENSF;�Qy�� ' No 58201 ': #E * :90‘ STATE OF S ,,°f,'S,1ONA 4i? ‘ z2- 4/18/2015 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: 05/05/07 DWG #: CWS -161 REV.: C SCALE: 1:2 SHEET 6 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8/10/2015 P o essional ation Horda Department Busines Professib` 1 Regulation license efficiently. Regulate fairly. BCIS Home ; Log In 1 User Registration I Hot Topics Product Approval USER: Public User Florida Building Code Online Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search 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 Authorized Signature Technical Representative Address/Phone/Email •• ••• • • - • •• • • •• •.• • • •• • ••. ••• • • • • • • •• • • • • •• FL16736-R1 Revision 2014 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc • • • •• • rrifti Koss •• • •1 • • 9C0 • SW 44th Ave. Ocala, FL 34474 (3152).368-6922 Ext 291 • ekplgcws.cc ••• it • • • • • • • ••• • • . • • • • ••• • Quality Assurance Representative Jay Lathrop Address/Phone/Email •.• • .• • . •.t .190Q SW 44th Ave. • • ••• • bcall, FL 34474 • . • • • • • • • • • •• •• • • • •• •• https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obI%2lIZm6TgPohLz6ont0aKpvg10I,13eNaliBBv3yAgMA%3d%3d 1/4 8/10/2015 Category Subcategory Compliance Method Florida Building Code Online (352) 368-6922 Ext 291 jlathrop@cws.cc Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner 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 7 Validation Checklist - Hardcopy Received Certificate of Independence FL16736 R1 COI EvalRep CWS -8716 (HS -8200, 74x63, IMP).pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/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. • • Certified By •• • • . Sections from the Code Product Approval Method •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • •• •• • • • • • • • • • • •• • •• •• • • • • • ••• • •••• • •••• • ••• • • • • ••• • • ;•; • MetIuod 1 Option D • • • • • • • • • • • •• •• • • • •• •• https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquBobl%2tIZm6TgPohLz6ont0aKpvgIOTV3eNatBBv3yAgMA%aid%3d 2/4 8/10/2015 Florida Building Code Online 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 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 Slider, IMPACT, 111" 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 -869B (HS -8200 111x63, 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 DuPont SGP NOA 11-0624 02.pdf FL16736 R1 AE EvalRep CWS -869B (HS -8200, 111x63, IMP).pdf FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes 00 0410 041 • • . 00 Back • ••• • .•• • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • • • ••• • ••• • ••• • Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employes..rvopyrigI 4 2Q07-241,3•Staate ofFlorida.:: Privacy Statement :: Accessibility Statement :: Refund Statement • • • • • • • • Under Florida law, email addresses are public recards.if you:dosnot wait your e-mail address released in response to a public -records request, do not send electronic • •• •• • • • •• •• htt s://www.floridabuilding.org/ r/ r_a dtl.as x? aram=wGEVX wtD u8obI%21Zm6T•PohLzoont0aK vgION3eNaBBBv3 A MA%3d%3d P P P PP— P P Q 9 9 P Y 9 3/4 8/10/2015 Florida Building Code Online 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: • Tchetk sCCU r'itV M ITRICS' Credit Carrs --SAFE .. ... . . . . . .. . . • . • . . .. ... .. • • • .. .... • ••• • . • • • • • • • • • • • • •• .. • • • • • • ••• • •••• •••• •••. •...... • • • • • • • • • • • • • • • • • • • • . . • .... . . . ..• .. haps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquBobl%2tIZm6.fgPohi.z6onttaKpvglatIVNABBv3yAgMA%3d%3d 4/4 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 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 -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 Lucas A. 'turner:int.. 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- ••: 0129.27', and in the fixed glass requires Dupont SentryGlas Interlayer per Miami -Dade N.O.A. 11-0624.02' • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.02' • •.• • .• • .. •.• • • • I. 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 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. ��� `tt,ItiIH, sI' p.140RE4y "01 No 58201 .cD *. * _, '3ti .• STATE OF ie.,. F *►F 0R1�• ;� 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Tumer 2015-04-18 22:21-04:00 HORIZONTAL SLIDER - LARGE MISSILE IMPACT 112 1/4" MAX. OVERALL FLANGE WIDTH 111" MAX. UNIT WIDTH 49 15/16" GLASS DLO A 24 5/8" GLASS DLO 64 /4" MAX. OVERALL FLANGE HEIGHT 63" MAX. UNIT HEIGHT 59 MA SA HE J 6" (. H GHT B ' i IMPACT RATING 111" X 63" "' +t 60 PST • •`•LARGE MISSILE IMPACT 58 GLASS DLO 6 i 0 X 1 X E D r �Y C1 B 56 /4" D GLASS DLO e e e 27 15/16" 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 •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • • • ••• • ••• • • GENERAL 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 OPTIONS: (SEE SHEET 2) 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 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. COAVONX WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT ,n rn 0 0 0 0 w 0 O w w tri 0 m UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m O z REVISIONS 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 DATE: 10/11/13 DWG 4: CWS -869 REV.: B SCALE: 1:20 SHEET 1 OF 6 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • MAX. UNIT SIZE DESLQN PETS61,11iit FATING•• i IMPACT RATING 111" X 63" "' +t 60 PST • •`•LARGE MISSILE IMPACT COAVONX WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT ,n rn 0 0 0 0 w 0 O w w tri 0 m UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m O z REVISIONS 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 DATE: 10/11/13 DWG 4: CWS -869 REV.: B SCALE: 1:20 SHEET 1 OF 6 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • 7/8' OVERALL 3/16" ANNEALED OR TEMPERED 1/4' AIR SPACE 7/16" LAMI 3/16" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED PURFECT GLAZE "H" SIKAFLEX 552 0 14=Q 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 1/2" GLASS BITE GLASS TYPE B SASH GLASS •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT N rn 0 0 0 0 N 0 r W 0 W >- 03 03 UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: CO 0 Z REVISIONS P`PNOENS'lGQ�, v : No 58201 ": 9 * :f•_ S.13.. STATE OF :14/:: •::F*--4OR10P; INTERIOR INTERIOR SECTION VIEW A -A SECTION VIEW B -B SECTION VIEW C -C ALTERNATE FIN FRAME • • HEAD IMPACT HOOK (TVP.) MIDSPAN OF SASHES (ITEMS 44 & 46) •• ••• • • • • 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 WP&CT•HOOK AND • • • •JAMB IMPACT HSOK/111Ol14RY LOCK LOCATIONS • •• • • • • •115 ••• • ••• • ••• c. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8200 PVC HORZ. SLIDER IMPACT LO 0 0 0 N 0 1- Y W Lu 0 0 UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION 0 O Z REVISIONS 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 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-6049 Main Frame, SH/HS, Flange, PVC Mikron PVC 2 H-1681 Fixed Rail, Heavy Duty, Aluminum Keymark Alum 3 S-6077 Cover, HD Fixed Rail, PVC Mikron PVC 5 P-4638 #8 x 2 1/2" Ph Mod Truss Type A TEK Ajax Steel 6 P-3342 Seam Sealer, SM -5504 Schnee Silicone 7 S-1776 Roller Track Keymark Alum 8 S-6013 Screen Adapter, Jamb, PVC Mikron PVC 9 S-6014 Screen Adapter, Head & Sill, PVC Mikron PVC 10 11 P-4479 S-6064 Weep Cover w/ Flap Glazing Bead M&M Mikron Nylon PVC 12 H-6050 Sash Meeting Rail, PVC Mikron PVC 13 H-6051 Sash Pull Rail, PVC Mikron PVC 14 H-6052 Sash Top/Bot. Rail, PVC Mikron PVC 15 H-1497 Reinf. Sash Meet. Rail Keymark Alum 16 H-1498 Reinforcement, Sash, Side Rail Keymark Alum 17 H-1699 Reinforcement, Sash Pull Rail Keymark Alum 18 P-3429 Wstp., 0.270 x .187 back FinSeal, Go Ultrafab 19 P-3783 Lock, Impact, PVC Interlock 20 P-4051 #8 x 1 1/4" Ph Flat Tek, Wht. Fastenal Steel 21 P-4069 Keeper, Impact, PVC Interlock 22 P-3539 #8 x 3/4" Square PH Tek, Wht. Fastenal Steel 23 P-4958 Rotary Lock Interlock 24 P-4633 8-32 x 1/2" Barrel Fastener Interlock 25 P-4952 Keeper, Rotary Lock Interlock 26 P-4779 Roller, Tandem M&M Nylon 27 P-3541 #8 x 1/2" Quad PH TEK 2 ZZnc Fastenal Steel 28 GLASS SEE SHEET2 CARDINAL GLASS 29 Purfect Glaze "H" or Sikaflex 552 Henkel/Sika Silicone 30 P-3028 Set. Blk., 85 Dur., 1/8" x 7/8" x 2" Lg. Frank Lowe Rubber 31 P-3218 Screen Frame AIlmetal RollForm 32 P-4754 Screen Comer Key AIlmetal Nylon 33 P-4755 Screen Corner Key w/Safety Tab AIlmetal Nylon 34 P-3029 Screen Pull tab Summit 35 P-3033 Screen Spring Fla. Spring SS 36 P-3228 Screen Spline Dapa 37 P-4772 Screen Cloth, Fiberglass 40 P-3113 Screw Support, PVC Team Plastics Rubber 41 P-3752 Cap Plug, 1/2" Hole M&M Nylon 42 S-1577 Impact Hook, Frame, Jamb Keymark Alum 43 S-1112 Reinforcement, Head, Jamb Keymark Alum 44 S-2000 Impact Channel, Sash Keymark Alum 45 P-3748 #6 X5/8 Ph FH TEK, Zinc, Painted Ajax Steel 46 S-1999 Impact Hook, Frame, Head Keymark Alum 47 H-6048 Main Frame, SH/HS, Fin, PVC Mikron PVC 48 S-6055 Roller Track, PVC, (Anti -lift) Mikron PVC 49 P-5250 Lock, Impact, PVC, w/Flipper Interlock 50 P-4730 #8 x 1/2" Ph Mod Truss TEK Fastenal Steel PVC FRAME FLANGE -6049 j-- 2 3/16" 12 1 5/8" 1/16" - PVC FRAME FIN -6048 HD MTG RAIL -1681 23/16" 1 5/16" L CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.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" 0 1 6" PLAN VIEW -1999 0 1 / 6' -1 J L PLAN VIEW -2000 0 •• ••• • • • • • •• • • • • -a HEAD IMPACT HOOK - 1999 0 3/16" —1 5/8- T— m 5/8' 1/16" PANEL IMPACT CATCH - 2000 0 3/16" • • • • 1 5/16" ..- • •7/8" 1/16" • •• ALUM SASH IMPACT HOOK - 1577 • • ••• • (• • • I'LAI' VIEWf 77 • • • ••• • • • • • • LINE ITEMS IEt11•USEe:i 4, 38-39 3/16' 1 r. 3" -{ � 112" •• ••• • • I . — a • • • • •• •• • SC#lEli SUPPORT -3113 • • • ••• • ••• • FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT m 0 0 ro o 0 uJ w 5/8" 1 l� LJ 1' L v-1/16' SASH MTG. RAIL -1497 3/16" — 3/4" 1/16" S.B.RJS.S.R. - 1498 7/16" 3/4" 15/16 - SASH REINF. - 1699 1 1/4" 1/4" 7/8" PVC GLAZEBEAD - 6064 1/16" PVC SCREEN CATCH -6013 5/16• 1 1/8' 1/16" PVC SCREEN SUPPORT - 6014 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1/16" ROLLER TRACK -1776 1_718-1 9/16" 1/16" GLAZE BEAD -1112 3/8' — 1 5/16"J CD 1/16" PVC ANTI -LIFT - 6005 UPDATED PER 2014 FBC 0 < co rn 2 0 N w > w Z W w 4 oo- w Ed O U W U O m 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: DATE: TEF 10/11/13 DWG 9: CWS -869 REV.: B SCALE: 1:2 SHEET 4 OF 6 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • 6" MAX. (TYP.) 6" MAX. (TYP.) - 17" MAX. O.C. (TYP.) 3" (TYP.) �{ �� 3" (TYP.) r161/4' MAX. O.C. (TYP.) Q rSEE NOTE 2 ANCHOR LAYOUT - (FLANGE> INSTALLATION ANCHOR (TYP.) 4' MAX. (TYP.) - 4" MAX. (TYP.) 7 8" MAX O.C. (TYP.) F 1 X V O X a / ANCHOR LAYOUT - (FLANGE> INSTALLATION ANCHOR (TYP.) 4' MAX. (TYP.) - 4" MAX. (TYP.) 7 8" MAX O.C. (TYP.) F 1 8" MAX. O.C. (TYP.) X C^' V 0 I X a ANCHOR LAYOUT - (FIN) 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 6. 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. •s ••• • • • • • •• 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INST:LLATION CISTIRATMS:AI 1 A@ClipRS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. • • • • • • • • • • • • • • • • • • • • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOP CON(IF_?E/CMUIDPEIRNGS!EM143ED10/ENT 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"F)I MASONRY, 1 "fEU WOOD AND METAL. • • • • • • • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESI ED QY THg ARCS-RTEWPOR FJJGINNtR 4F F CORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TAB 1, SHE �. ONGRETE•4NQ 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/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) Cogem WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC iir, 8200 PVC HORZ. SLIDER IMPACT 0 0 0 0 O 2 W W 0 UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m O z REVISIONS I11,IIIIIIuI,, ,,, Pp10REby T,,,, `,, Gps?.��GENSE. GRL'� No 58201 t"P L * 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: TEF DATE: 10/11/13 DWG 6: CWS -869 REV.: B SCALE: 1:25 SHEET 5 OF 6 • • • • • • 6 • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • 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 i MIN. EMBEDMENT SEE TABLE 1 —1/4" MAX. SHIM SUBSTRATE BY OTHERS SEE TABLE 1 1/4" MAX. SHIM A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE } MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" RW TAPCON 1-1/2" 1-1/8" I-LANGE HOLLOW OR GROU I -KILLED CMU (11/ PCF MIN.) 3/16" I IW IAPCON • • • T• • • i • 2" • - 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 •• : •• :j1/4 • FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON III • 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 HILT1 KW IK -FLEXOR RW TEKS SELF -DRILLING SCREW • Filil•THREAD • : TIVU 0.060" , • • 11,1 6. .' FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING /• DRILLING SCREW• •• FU•L THREAD• • T1 J 0.125:,„ • • • •• •yi6' •: • 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 O6 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 O6 HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, 14 TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: • ▪ -*AIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED • ASIDE 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.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 0 0 0 0 w W 0) W Y UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m 0 z REVISIONS 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 it: CWS -869 REV.: B SCALE: 1:2 SHEET 6 OF 6 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • 8/12/2015 Florida Department) Busines Professia Regulation BCIS Home 1 Log In 1 User Registration L;cense efficiently. Regulate fairly. Product Approval USER: Public User Hot Topics Florida Building Code Online Submit Surcharge Stats & Facts 1 Publications FBC Staff BCIS Site Map Links Search 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 Authorized Signature Technical Representative Address/Phone/Email .. FL16736-R1 Revision 2014 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc •.. . . . • • . • ••• • • • . . .. €ri�rKoss• • • . • • • • • • e19t SW'44th AYE! Ocala, FL 34474 • ▪ • • (352.) 368-6922 Ext 291 • • ekoss ••'• • cws.cc • • • • • ••• •• •• • •• • • • Quality Assurance Representative Jay Lathrop Address/Phone/Email • • • • 190Q �WAitl: Ave.. •• • Ota�„FL ,44.74 : • • • • • • • • • • • ••• •• • • • ••• •• haps://www.f oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquBobl%2f IZm6TgPohLz6onT0akpvgION3'eNagBBvS9RgMA%3dolo3d 1/4 8/12/2015 Category Subcategory Compliance Method Florida Building Code Online (352) 368-6922 Ext 291 jlathrop@cws.cc Windows Horizontal Slider 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 the Lucas A. Turner 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 EvalRep CWS -871B (HS -8200, 74x63. IMP).pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code . • Standard Year AAMA/WDMA/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 .. ... . . . . . • • • •• ••• .. • • . .. • ••• • ••• • • • • • • • •• •• • • • • • • • • • •• • • • • • • .. • Product Approval Method • • • • Metl3oa f ttion Q • • • ••• • • • • • • • • • • • • • • ••• •• • • • ••• •• haps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquBobl%2tIZm6TgPohLz6on bakpvgIONANagBBv5 fANMA%3d9o3d 2/4 8/12/2015 Florida Building Code Online 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 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).Ddf 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 Quanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" 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 I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. •• • • • ••• • • • ••••• • • • ••• Installation Instructions FL16736 Ri II CWS -869B [HS -8200 111x63, IMP).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports in 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 -8698 (HS -8200, 111x63, I IMP).pdf •� FL16736 Ri AE Quanex (Mikron) NOA 12-1017 02.Ddf rlatecrby Independent Third Party: Yes • • •.. . ••• •• • • • •• Back N ext • ••• • ••• • • • • •• • • • •• • • • • • • • • • • • • •• • • • • • ••• • •• • • • •.• • Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyriq .007-2014 Sat of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement • • .. • • • • • • • • • • Under Florida law, email addresses are public records. If youdo n$t war: 48,e-n19iI addressbreleased in response to a public -records request, do not send electronic • •• •• • • • •. .• haps://www.fl oridabui l di ng.org/pr/pr_app_dtl .aspx?param=wGEV XQwtDquBobl%21IZm6TgPohLz6ont0akpvglON3eNaeB B MAg1VPA%3d•lo3d 3/4 8/12/2015 Florida Building Code Online 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: • eC heck sccuritvM E-rtttc>' CreditSAFE • • . • • • .. ... .. ••••• .• • • • • • • • • ••• • •• • •• • •• • ••• • • • • 0,0 • • • • • • • • • •• •• •• •• • • • • •• • • • • • • • • • • • • • •• • • • • • •• •. • • • •• •• https://www.floridabuilding.org/pr/pr_app_dt1 .aspx?param=wGEV XQwtDquBobl %21IZm6TgPohLz6ont0aKpv glON3e Na1NBMt?gl"%3d•7o3d 4/4 11 ENGINEERING & CONSULTING, INC. URNER 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 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 -871B, signed and sealed by Lucas A. Turner, P.E. ; . • . •••• 3) Test Reports NCTL-210-3887-1, -1A, -2, and -2A, by National Certified Testirfg Lalloratoties• • Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: '1',kr201, 202, 20'3' • '94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/�•Sr.d' ..• •• • 101/I.S.2/A440 `08 • • • . 4) Supplemental Calculations to support CWS -871B, signed and sealed by Lucas.A•..Te rner, �• �. • .. •• •• 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 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 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. % 11ttleeetre .40% 1P,1 1:2Rl=4' 7-1, rrrr r v . No 58201 **.c1.4) r *: * :* 0-0.• :a r. :'Pr : STATE OF jZu rr'1.,,(t: •'•t a R t CI?� `' .1 Lucas A. Turner, P.E. WO rirrS °N1 � �� FL PE #58201 Lucas A. Turner 2015-04-18 22:21-04:00 4/18/2015 HORIZONTAL SLIDER - LARGE MISSILE IMPACT 75 1/4" MAX. OVERALL FLANGE WIDTH 33' GLASS DLO 74" MAX. UNIT WIDTH A 64 1/4" MAX. FLANGE HEIGHT 63" MAX. UNIT HEIGHT B 58 13/16" GLASS DLO O X B e e 59 9/16" MAX. SASH HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS & GLAZING DETAILS2 EXTRUSIONS & B.O.M 3 ANCHOR SCHEDULE & NOTES 4 INSTALLATION DETAILS 5 C A 33" GLASS DLO 36 5/16" MAX. SASH WIDTH • • • • • • • • • • • • • • •• • • • • •• ••• •• • • • •• • ••• • ••• QENERAL 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 OPTIONS: (SEE SHEET 2) 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 DESIGI4 kR SSIOR6 RA:11NG. . • :IN:PACT RATING 74" x 63" •••+/- 80 PSP•• •� •tL,4RC•+.E MISSILE IMPACT Cnni� WINDOW SYSTEMS [ 1 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8200 PVC HORZ. SLIDER IMPACT n 0 O 0 0 0 1- 0 w w w 0 Y 0 UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: 0 O z REVISIONS 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: 10/10/13 DWG 9, CWS -871 REV.: B SCALE: 1:15 SHEET 1 OF 5 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR SECTION A -A SECTION C -C ALTERNATE FIN FRAME INTERIOR SECTION B -B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 & 36) SWEEP LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) H*DWACT HOOI;AIlb• • • JAMB6WEGP LOCK LOCATIONS • • • • • 1:2n • • • • • • • •• • • • • • • ••• • ••• • ••• • 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 GLASS TYPE A 1:1 1/2" GLASS BITE again re WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 0 0 0 N 51 0 1- 0 uJ W W 0 0 0] UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: CO 0 Z REVISIONS gt ttttttttttttttt No 58201 \i • "*- •::;530 STATE OF '8`" •• O R I O P a\t$ "*.;9/0NA ; EN�``ttttttttt� 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: SECTION VIEWS AND GLAZING DETAIL DRAWN BY: ADE DATE: 10/10/13 DWG #: CWS -871 REV.: B SCALE: 1:2 SHEET 2 OF 5 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-1497 Reinf. Sash Meet. Rail Keymark Alum 2 H-1699 Reinf. S.B.R./S.S.R, Keymark Alum 3 H-1836 Meet. Rail, Fxd. Keymark Alum 4 H-6052 Sash Top/Bot. Rail Mikron PVC 5 H-6048 Main Fr., SH, w/ Fin., PVC Mikron PVC 6 H-6050 Sash Meet. Rail, PVC Mikron PVC 7 H-6051 Sash Side Rail, PVC Mikron PVC 8 H-6049 Main Fr., SH, w/Flg., PVC Mikron PVC 9 P-3029 Screen Pull Tab 10 P-3033 Screen Spring, SS Summit Hurley 11 P-3113 Screw Support, PVC Team Plastic Rubber 12 P-3218 Screen Frame Allmetal RollForm 13 P-3228 Screen Spline, .155 Dia., Blk. Dapa 14 P-4754 Screen Frame Corner Key Allmetal Nylon 15 P-3342 Seam Sealer, SM -5504 Schnee Silicone 16 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. FrankLowe Rubber 17 P-3429 Wstp., 0.270 x .187 back FinSeal, Gr Ultrafab 18 P-3539 #8 x 3/4" Square TEK 2 Znc Fastenal Steel 19 P-4730 #8 x 1/2" Truss PH TEK 2 Znc Fastenal Steel 20 P-3752 Cap Plug, 1/2" Hole M&M Nylon 21 P-3783 or P-5250 Spring Lock, Impact, PVC 22 P-4779 Roller, Tandem Interlock M&M Nylon 23 P-4051 #8 x 1 1/4 Ph FH TEK, Wht. Fastenal Steel 24 P-4069 Keeper, Impact, PVC Interlock 25 P-4479 Weep Cover w/ Flap M&M Nylon 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel 27 P-4958 Rotary Lock Sullivan Znc 28 P-4952 Keeper, Rotary Lock Sullivan Znc 29 P-4959 Wstp., 0.420 x .187 back FinSeal, Gr Ultrafab 30 P-4633 Barrel Fastener Fastenal Steel 31 S-1112 Reinforcement, Head Keymark Alum 32 S-1498 Reinf. S.B.R./S.S.R, Keymark Alum 34 S-1776 Roller Track Keymark Alum 35 S-1999 Frame Hook, Head, Impact Keymark Alum 36 S-2000 Panel Catch, Head, Impact Keymark Alum 37 S-6005 Anti Lift Mikron PVC 38 S-6013 Scrn. Adapt., w/ Nib, PVC Mikron PVC 39 S-6014 Scrn. Adapt., PVC Mikron PVC 40 S-6063 Fixed Rail Cover Mikron PVC 41 S-6064 Glazing Bead Mikron PVC 42 GLASS SEE SHEET 2 CARDINAL GLASS 43 Purfect Glaze "H", SikaFlex 552 Henkel / Sika Silicone LINE ITEMS NOT USED: 33 PVC FRAME FLANGE -6049 r -23/16"5/811-g_ 1/16" .00 PVC SASH MTG RAIL -6050 PVC SASH SIDE RAIL -6051 PVC FRAME FIN -6048 1-1 3/16" 1 5/8" 1 111-1/16" 0 1 6" PLAN VIEW -1999 FIXED RAIL, 1836 PVC SASH TOP/BTM RAIL -6052 PVC FIXED RAIL COVER - 6063 0 6" PLAN VIEW -2000 3/16" 3" 1/2" T_OMMEMMEMMMIMMOD••O • SCREW `UPPORT-3103 • • • • • •• ••• •• • • • •• • L 0 3/16" HEAD IMPACT HOOK - 1999 0 3/16" 5/8" j� 36 5T-1_�- 1/16" PANEL IMPACT CATCH - 2000 • •• • ••• • ••• • • • • . . • • • • • • • • • • . • • • • • • • • • •• . • • ••• • ••• • NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. • • • ••• • 3/16" 5/8" r _11/16" SASH MTG. RAIL -1497 3/4" r- 1/16" S.B.R./S.S.R. - 1498 1/4"— T- 41 7/8" PVC GLA EBEAD-6064 1/2" r 1 1/8".-1 1/16" CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 C Ibiii WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT in o ui 0 N 0 0 uJ w w 0 "5 >- 7/16" PVC SCREEN CATCH - 6013 5/16" �� 1 1/8" -] F 1/16" PVC SCREEN SUPPORT - 6014 3/4 15/16" SASH REINF. - 1699 1 1/4" 1/16" ROLLER TRACK - 1776 r- 7/8".1 9/16 1/16" GLAZE BEAD -1112 3/8"- 15/16"-j 1/16" PVC ANTI -LIFT - 6005 B I UPDATED PER 2014 FBC A I CHANGED EDGE DIST. NO.:I DESCRIPTION: REVISIONS PG•ENS `TG���i S --/ No 58201 .„9 :f; * :*= 9Q; STATE OF Jt414/ s/ON,, A„�? 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: DATE: ADE 10/10/13 DWG #: CWS -871 REV.: B SCALE: 1:2 SHEET 3 OF 5 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 4100 • • • 000 • • 12 1/2" MAX. O.C. (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.) 17" MAX. O.C. (TYP.) Q —113" (TYP.) 3" (TYP.) SEE NOTE 2 ANCHOR LAYOUT - (FLANGE). INSTALLATION ANCHOR (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.)- 8" MAX. O.C. (TYP.) 8" MAX. O.C. (TYP.) O O I I X 1 I ANCHOR LAYOUT - (FLANGE). INSTALLATION ANCHOR (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.)- 8" MAX. O.C. (TYP.) 8" MAX. O.C. (TYP.) O ` 1 X a� ANCHOR LAYOUT - (FIN) 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 8E 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 MANUFACTURERS INSTALLATIO: INSTRUCyOtJS•/sND:AN:41S:H4L 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 CONCFSETE/CDii.P ENIRICS, EgBEDIOIEN•f SA,RLL 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" FORgIARI Y, 1" FOR:VOOfl:ND METAL: .• • 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE A:CHI-SECT pR ENGIINEEE OF 140:D :ND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEPT 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: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 0 0 0 a 0 w H ❑ w w w Y co UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m O Z REVISIONS `,................... ii 1. t. v : No 58201 :�97 g** *= 9O� STATE OF • W i; ,�4.0R1Qp•"0.N �� i�'/SS/ONA1 04.0 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 it. CWS -871 REV.: B SCALE: 1:20 SHEET 4 OF 5 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0041 • • • 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 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 — 1/4" MAX. SHIM 1/4" MAX SHIM MIN. EMBEDMENT SEE TABLE 1 05 A VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4' MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 O5 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS ,,, 1' c 1: 1' :6 .•: _.. n FLANGE CONCRETE (2.0 KSI MIN.) 3/16" MN TAPCON 1-1/2" _1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON V• • 8C • • FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON fi• I : • •f• 78 71 FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-114.. • • •• • :A2" •.. 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" FULL 131RgAlf THR000.0606 7/8" •fir • 7/• " • • FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FL11L•THRE,,,/• TNFRJS .1258 • • • • • FFLANGE • • Z/l6" •• FIN 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" • • PERTER SEALANT • • BYE S ALLER • • 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 O5 HORIZONTAL SECTION 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 AN* INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: • • • • 441.3/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED • INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. •-a1RODI5CT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT ln n 0 0 a 0 H 2 w W 0 >- 0 UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m 0 z REVISIONS ,, `PNOREW ,TGi�,. ,.•VT. ,:k ENS$.•.'Q4,'• ▪ No 58201 :.9 _** ;*_ T. -.), • STATE OF »U z 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 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8/5/2015 r Busines Professiona egula io BDepartment usines Professibia Regulation BCIS Home License el5ciertly Regulate fa'rly ► OFFlC€ QF Florida Building Code Online Log In ; User Registration Hot Topics Submit Surcharge Stats & Facts I Publications I FBC Staff BCIS Site Map Unks 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 FL16177-R1 Revision 2014 Approved Product Manufacturer Custom Window Systems Inc. Address/Phone/Email Authorized Signature 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@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 Windows Single Hung • •••• •• • • • • • • •••• • •• • • ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • •• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner 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 FL16177 R1 COI EvalRco CWS -812B (SH -8100, IMP, NoSillAnch).Ddf Referenced Standard and Year (of Standard) Standard Year AA MA/ W D M A/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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10y8QtjDbmBlPjuPdYuGeM3yYul882%2bJrew%3d%3d 1/2 8/5/2015 Florida Building Code Online Equivalence of Product Standards 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 04/14/2015 04/21/2015 04/25/2015 06/22/2015 FL # Model, Number or Name Description 16177.1 SH -8100 PVC Single Hung SH -8100 PVC Single Hung Impact Resistant window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: SH -8100 PVC Impact, no sill anchors required. Safety glazing required on outer lite above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16177 R1 II CWS -812B (SH -8100, IMP, NoSillAnch).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16177 R1 AE DuPont PVB NOA 13-0129 27.odf FL16177 R1 AE EvalRep CWS -812B (SH -8100, IMP, NoSillAnch),pdf FL16177 R1 AE Ouanex (Mikron) NOA 12-1017 02.odf Created byIndependent Third Party:Yes •• 9••• P• • 'Next. • • • •• • • •••• Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-489-4,8i*. • ••• • • • •• • •• • • • • • •• • • • • • • • • • The State of Florida is an AA/EEO employer. Copvriaht 2007-2013 State of Florida :: Privacy Statement :: Acce•sibilit• it•tement : •Hefund Statement • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to bli! kcords request, do Ablsend eledtr!lr c• • • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please corpq 4549 487.1395. *Pu • ant to Section • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the par[w en• with an email Xddress if they have • one. The emails provided may be used for official communication with the licensee. However email addresses are publicfecord. Ifyou do m4 wish tresupply a p 14 • • address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee inlet `i Ater 455, F.S., please click here . • • • • • s • • Product Approval Accepts: • • • • • • • • • • • •• • • sccttritvM it CreditSarri https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l Oy8QtjDbmBlPjuPdYuGeM3yYul882%2bJrrew%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 812B April 18, 2015 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill 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 -812B, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3815-1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/2M21003; 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 1:311/1.S.2/A440-Or 4) Supplemental Calculations to support CWS -812B, signed and sealed by Lucas`A. turner7P'6. • Installation: Units must be installed according to approval document CWS -812B. ,��� • • •••• • •• • • • • • •• Limitations of Use: This product: • • • • • May be used in O/X configuration in sizes and with max. glass DLO heights•2ts shown in CV17S: • • • • 81 2B • • • • Is impact resistant and does not require the use of shutters • • • • • • May be used in the High Velocity Hurricane Zone • • •• •• • ••• • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempe'ra required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Dupont 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 11 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 1 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. �5�1111111111j. .‘0• iRE6yT�rji • • No 58201 xt• * it ,▪ i :cry STATE OF 1: cc 1. ate•. .'.`�ires 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Turner 2015-04-18 22:20-04:00 63" MAX. OVERALL FLANGE HEIGHT SINGLE HUNG - LARGE MISSILE IMPACT 61 3/4" MAX. UNIT HEIGHT B 53 1/8" MAX. OVERALL FLANGE WIDTH 51 7/8" MAX. UNIT WIDTH 4711/16" GLASS DLO A 0 26 13/16" GLASS DLO 30 3/16' MAX SASH HEIGHT X e e 26 7/8" GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAIL 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 451/16" GLASS DLO A 48 3/8' MAX. SASH WIDTH • •• ••• • • • • • •• • • • •• • • • •• ••• •• • • • •• GENERAL 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 OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "O/X". 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 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. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH -8100. 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 1-1/4" LOCATED 4" FROM BOTH ENDS. again le WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT ,n M 0 0 a> 0 1- O w w 1- - >- Y UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION: 0 0 Z REVISIONS 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: BAT DATE: 06/18/12 DWG X: CWS -812 REV.: B SCALE: 1:15 SHEET 1 OF 6 ••• • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • MAX. UNIT SIZE bESI3N PR&SURE RA ITJG••• • : • • • • : IF 1PACT RATING 51-7/8" x 61-3/4" " ' '+/- 70�'SF' "TARGE MISSILE IMPACT again le WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT ,n M 0 0 a> 0 1- O w w 1- - >- Y UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION: 0 0 Z REVISIONS 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: BAT DATE: 06/18/12 DWG X: CWS -812 REV.: B SCALE: 1:15 SHEET 1 OF 6 ••• • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT - 1/8" ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 552 1 1/2" GLASS BITE 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT - 1/8" ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE •• ••• • • • • • •• • • • • • • • • •• • ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • SASH LITE Cgoesm WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT 0 0 N 0 W r 0 2 W r m 0 UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION: CO 0 Z REVISIONS 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: BAT DATE: 06/18/12 DWG It: CWS -812 REV.: B SCALE: 1:1 SHEET 2 OF 6 •• • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 INTERIOR INTERIOR SECTION B -B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • c_I,l reit. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 8100 PVC SINGLE HUNG IMPACT -65 O O N W O W H. 0 H m } co UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION: m 0 z REVISIONS .... REW.?pi G• :ss � : No 58201 — *;* :*: �• 13:Cr:: 890\ STATE OF illi+ ',,•(4.9R10P'7; �oes S,ONA ; �NO`. 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: BAT DATE: 06/18/12 DWG#: CWS -812 REV.. B SCALE: 1:2 SHEET 3 OF 6 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PARTS LIST REM PART # DESCRIPTION VENDOR MATERIAL 1 H-6031 Main Fr., SH, w/Flg., PVC, Head Mikron Vinyl 2 H-6031 Main Fr., SH, w/Flg., PVC, Sill Mikron Vinyl 3 H-6031 Main Fr., SH, w/Flg., PVC, L. Jb. Mikron Vinyl 4 H-6031 Main Fr., SH, w/Flg., PVC, R. Jb. Mikron Vinyl 6 S-1577 Impact Hook Keymark Alum 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 12 H-6004 Sash Side/Top/Bot. Rail Mikron Vinyl 13 S-1498 Reinf. S.B.R./S.S.R 14 S-6064 Glz. Bd., 7/8" Mikron 18 S-6013 Scm. Adapt., w/Nib, PVC, Horiz. Mikron Vinyl Vinyl 19 S-6014 Scm. Adapt., PVC, Vert. Mikron Vinyl 20 S-6029 Sash Stop / Filler, PVC, Vert. Mikron Vinyl 23 H-1699 Reinforcement, SBR Keymark Alum 24 P-2190 Balance BSI 25 P-3059 Sash Cam, PVC BSI 26 P-3046 Take Out Clip BSI Plastic SS 27 P-3783 Lock, Impact, PVC Interlock 28 P-4069 Keeper, Impact, PVC Interlock Zamac 30 P-3215 Weep Coker w/ Flap Gaer Plastic 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastenal Steel 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 39 P -4051W #8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P -4264W #8 x 3/4 FH PH w/#6 Head, TEK, Wht. Hub City Steel 44 P-3342 Seam Sealer, SM -5504 Schnee 45 P-3752 Cap Plug, 1/2" Hole M&M Nylon 47 P-3438 Sikaflex 552 or Purfect Glaze "H" Sika/Henkel 48 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary Lbl. (NFRC/DP) 52 P-3613 CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET2 GLASS 54 Fixed SEE SHEET2 GLASS 56 P-3281 Spacer Duraseal 62 P-3218 Screen Frame, Horiz. Allmetal Alum 63 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 Screen Frame Corner Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Betterwe Fiberglass 66 P-3228 Screen Spline, .155 Dia., Blk. Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring, SS FI. Screen SS 70 P-3113 Screw Support for PVC T. Plastics Nylon 71 H-1836 Alum. Fixed Rail Keymark Alum 72 S-6063 Coyer, Fixed Rail Mikron Vinyl 73 S-1112 Reinforcement, Impact Hook Keymark Alum 74 P-3541 #8 x 1/2", Pan Head, TEK Fastenal Steel LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PVC FRAME FLANGE -6031 7/8" 9/16" — i 1/16" REINF., IMPACT HOOK - 1112 1 5/16" 7/8" l_ 1/16" PVC SASH STOP - 6025 3/4" 3/16" 1 T 1/16" REINF. S.B.RJS.S.R. - 1498 0 3/16" •• ••• • • • • •• 40" •••• 7/8" 1 1/16" r 1/2" PVC SASH BTM. RAIL -6028 1 3/16" PVC SASH SIDE RAIL - 6004 1/16" PVC SCREEN CATCH - 6013 3/4" 15/16" — 1/16" REINF. BTM RAIL -1699 mol IP • • • ) 0 II • • • ••• • • • S" • • IMPACT IfOOK • • • . • • • S-157* • • • • • • • • •• • • • • • • ••• • ••• • ••• • PVC SASH TOP RAIL -6027 FIXED RAIL - 1836 9/16" 1 5/16" 45" PVC FIXED RAIL COVER • 6063 FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 � Ifr WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8100 PVC SINGLE HUNG IMPACT u) N m eo w o o o uJ w y — 1 1/81 5/16" T- 1/16" PVC SCREEN SUPPORT - 6014 5/8" 1/4" --1 1- 1---41-.1 j-� O } Ill 1" 7/8" — 1/16" REINF. TOP RAIL -1497 PVC GLAZING BEAD -6064 SCREW SUPPORT -3113 UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION: O z REVISIONS z� 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: BAT DATE: 06/18/12 DWG it: CWS -812 REV.: B SCALE: 1:2 SHEET 4 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6" MAX. (TYP.) 6" MAX. (TYP.) — 4" (TYP.) 17" MAX. O.C. (TYP.) 10 /2" MAX O.C. (TYP.) 1 10 1/2" MAX. O.C. (TYP.) 4" (TYP.) — 4" (TYP.) O NO ANCHORS REQUIRED IN SILL X ANCHOR LAYOUT - (FLANGE) SEE NOTE 2 INSTALLATION ANCHOR (TYP.) MTG RAIL NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 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 6. 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 Ir ST• 9U4TIC*IS,�NP AI' HPRS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. • • • • • • • • • • • e • 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.C gETt/GbAUU$ENII:GS:E 'ty dMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE 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 FASTENERS63" iQF),MASONRY•1"iQ9,WOOD ANj1 ME=AL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGIED B ' THE ARCHItECT•OR ENGINEL#1 OF R!CORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE t, SHEErg. (DNiRETE :W DM,4SOrY SUDS HATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION RSHAL! BE DONLr3Y OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMANJDMA 300(EXTERIOR DOORS) Cgazgom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC gill 8100 PVC SINGLE HUNG IMPACT 7 O O N W O 00 UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION CO 0 Z REVISIONS ...,is0 RE W y�'ii s• P " TG. " No 58201 "". -Alt ** ;+• _ moo: 1z: :VP'. STATE OF ";:40:..1"w :��t;�"�1ORIOp • 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: BAT DATE: 06/18/12 DWG #: CWS -812 REV.: B SCALE: 1:15 SHEET 5 OF 6 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • $ • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 -1/4" MAX. SHIM CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX. SHIM SUBSTRATE BY OTHERS SEE TABLE 1 06A VERTICAL SECTION TYPICAL SILL ANCHORAGE } MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" I1W TAPCON 1-1/2" • • • • •:1-1:" •• • HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" I1W TAPCON 1" • • 2" • • • CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" • • 1Y • i GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" -. m2-1/2 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2X MIN. SOUTHERN PINE (G=0.55) 810 WOOD SCREW 1-3/8" • • • • 7/8" • • 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW • FULL THREAD THRU 0•.1,60" ► • 7/16 • •• • • • • 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL TU D THRU 0.125" ► 7/1*,* • MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM SUBSTRATE BY OTHERS SEE TABLE 1 - it INSTALLATION ANCHOR '!1 !i aI SEE TABLE 1 • • • • • PERIMETER SEALANT • • • • BY INSTALLER • • • • INSIDE AND OUT • ••• • • • • • • • • •• •• • • • •• MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER CDHORIZONTAL SECTION TYPICAL JAMB ANCHORAGE OHORIZONTAL SECTION 6 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, • U* TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: • • • • • - QINN. 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. CuagIon f WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT LO 0 -t 0 N O W D F m >- 0] UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION: CO 0 Z REVISIONS 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 8V: BAT DATE: 06/18/12 DWG #: CWS -812 REV.: B SCALE: 1:2 SHEET 6 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •