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WS-17-2341Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. W S-10-17-2 341' Permit Type: Windows/Shutters rrnork Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 1 0/13/2017 Expiration: 04/11/2018 Parcel Number Applicant 874 NE 99 Street Miami Shores, FL 1132060142410 Block: Lot: BRANTLEY & CLAUDINE TATE Owner Information Address Phone Cell BRANTLEY & CLAUDINE TATE 874 NE 99 Street MIAMI SHORES FL 33138- (786)420-5950 (786)518-5042 874 NE 99 Street MIAMI SHORES FL 33138- Contractor(s) Phone TRITON WINDOW DISTRIBUTORS IN( (305)716-4900 Cell Phone Valuation: $ 11,866.00 Total Sq Feet: 336 Type of Work: WINDOW & DOOR REPLACEMENT No of Openings: 16 Additional Info: WINDOW & DOOR REPLACEMENT Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.20 $3.90 $2.60 $2.40 $260.00 $9.00 $9.60 $294.70 Pay Date Invoice # 10/02/2017 10/13/2017 Pay Type WS-10-17-65198 Credit Card Credit Card Amt Paid Amt Due $ 50.00 $ 244.70 $ 244.70 $ 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 infor ' . accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the abov ntractor to do work stated. Authorized Signature: Owner / Applicant ractor / Agent October 13, 2017 Date Building Department Copy October 13, 2017 1 (Ot\ \2,0" 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 BUILDING PERMIT APPLICATION BUILDING ELECTRIC Li ROOFING RECEIVED 00 2017 F BC 2014 s-�h Master Permit No. 11— Z3 4 1 Sub Permit No. REVISION ❑ EXTENSION pi RENEWAL (PLUMBING ( i MECHANICAL (PUBLIC WORKS i I CHANGE OF [l CANCELLATION (— SHOP JOB ADDRESS: S71-1 M E q `I City: Miami Shores County: CONTRACTOR DRAWINGS Miami Dade Zip: 3313(J Folio/Parcel#: \ \— ?0(o—011-A-44 1d Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: _— BFE: FFE: OWNER: Name (Fee Simple Titleholder): Address: 114 cn 54- City: Miami 6V)oreS Tenant/Lessee Name: Email: Phone#: State: FL Phone#: Zip: '53 1 JS CONTRACTOR: Company Name: -1-1eS \ Wlfd (0 �► r��OJ�C�C Phone#: 03- 71 CD-ygX� t1 cO 0/IC Address: JtJJ y T•e,( City:7)O(Q1 State: F� Qualifier Name: ACYAr da.) Pcc) a State Certification or Registration #:i5CC 13115 i 3515 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 1 I , ( (g Square/Linear Footage of Work: Zip: `))1-1 0- Phone#: Type of Work: 1 1 Addition Alteration i I New Li Repair/Replace Description of Work: w I nciaij 05' docr C (POlQcey\Qr\k Demolition Specify color of color thru tile: Submittal Fee $ 1Id Permit Fee $ 2. Gr_) ' 013 CCF $ . ao CO/CC $ Scanning Fee $ Radon Fee $ 2 • 60 DBPR $ 3 - cj Notary $ Technology Fee $ 9 •6 0 Training/Education Fee $ 2 `fd Double Fee $ Structural Reviews $ 0 Bond $ Q% TOTAL FEE NOW DUE $ / '1. 3% (Revised02/24/2014) 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 Tien 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 issue In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this iQ me or who has produced—hL... Signature C* TRACTOR The .r jy.'ng instrumen wa nowledged before • - his day of ( ,(Q� W , 20 /'] , by �� day of _ 20 by to as me or who has produced as identification and who did take an oath. , who is personally known to identification and who did take an oath. Sign(Print: NotaEy Public - State of Florida rint: My Comm. Expires Apr 6, 2019 '''' Bonded through National Notary Assn. ' l Q I • NOTARY PUBLIC: t�8ign: ******************************** APPROVED BY (Revised02/24/2014) Itip7 IKT. ,,,,, v RENE HERNANDEZ Notary Public - State of Florida ill; o� s 996568 '`'' Bonded through National Notary Assn: ********************************************************************* Plans Examiner Structural Review Zoning Clerk 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). Acknowledgement: Qualifier/Owner Signature Date Print Name Page 1 of 1 Property Search Application - Miami -Dade County 4 Summary Report Property Information Folio: 11-3206-014-2410 Property Address: 874 NE 99 ST Miami Shores, FL 33138-2565 Owner BRANTLEY G TATE CLAUDINE LOPEZ TATE Mailing Address 874 NE 99 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,124 Sq.Ft Living Area 1,803 Sq.Ft Adjusted Area 1,844 Sq.Ft Lot Size 10,200 Sq.Ft Year Built 1937 Assessment Information Year 2017 2016 2015 Land Value $305,998 $265,3711 $244,625 Building Value $179,679 $146,0441 $154,875 XF Value $1,728 $01 $0 Market Value $487,405 $411,4151 $399,500 Assessed Value $420,054 $411,4151 $399,500 Benefits Information Benefit IType 2017 2016 2015 Save Our Homes Cap Assessment Reduction I $67,351 Homestead iExemption f $25,000 $25,000 Second Homestead SExemption 1 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. School Board, City, Regional). $25,000 County, Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOTS 2 & 3 BLK 72 LOT SIZE 100.000 X 102 OR 18384-3211 1298 1 Generated On : 8/25/2017 Taxable Value Information 2017 2016 H 2015 County Exemption Value $50,000 $50,000 $0 Taxable Value $370,054 $361,415 $399,500 School Board Exemption Value $25,000 $25,000 $0 Taxable Value $395,054 $386,415 $399,500 City Exemption Value i ........____........................................... v__.._..--__-..-........._................_....._......._.._........._. Taxable Value __.._$50,000 fi .. .............. $370,054 .__........_.._._..$50,000 .. $361,415 $0 $399,500 Regional Exemption Value $50,000 $50,000 $0 Taxable Value $370,054 $361,415 $399,500 Sales Information Previous Sale Price OR Book -Page Qualification Description 08/04/2014 $470,000 29288-2068 Qual by exam of deed 07/17/2009 $100 26949-0837 Affiliated parties 12/01/1998 $175,000 18384-3211 Sales which are qualified 02/01/1987 $132,500 13198-3331 Sales which are qualified 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/ 8/25/2017 Ut] AL-FAROOQ La CORPORATION vJs n-234 1 SITE SPECIFIC WINDLOAD CERTIFIC 9360 Sunset Dr. I STE 220 I Miami, FL 33173 I T. 305.264.8100 I F. 305.262.6978 I www.afceng.com alfarooq@afceng.com Project Number: 89364-6484 Date Requested: 9/29/2017 2:02:07 PM Client: Alejandro Acosta Triton Window Distributors 8888 Northwest 24 Terrace Doral, FL 33172 Mailing Address: Alejandro Acosta Triton Window Distributors 8888 Northwest 24 Terrace Doral, FL 33172 Project Address: 874 Northeast 99 Street Miami Shores FL 33138 Job Name: Tate Residence Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category D Roof Type -Sloped Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 1.03 Velocity Pressure Coefficient (Kz) 1.03 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 68.7 psf Velocity Pressure (Qz) 68.7 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. © 2017 , Copyright AI-Farooq Corporation Wind Load Analysis for components and cladding with impact protection as per specificatiow of ASCr7-15•& 2014 FBC. • • •• • • • • • • • • • • • • • .•• Design Wind Pressures (PS'r, Trib. Area (ft 2) 10 Z4r�4 • • +48.6 • ••Zgpe5 • ZONE 4C 3 ZONE 5f • • ••• • • • • • • • •• • • • • • • d-1O% OF LEST HORIZONTA1.404iNiSION • • • • HEIGHT 'ft" FOgt?tof ED ROQF• ip T14 MEAD ROOF HEIGHT • • Valid Only with Engineer's Seal CAN (EB) #3538 9/29/2017 OTY LOCATION TINT GRIDS PROJECT ADDRESS Brantley Tate 874 Northeast 99 Street Miami Shores, Florida 33138 CONFIG OTHER BRAND SERIES STYLE 1 1 74" x 50 5/8" 1 - Bedroom 1 Impact Resistant 5/16" AN/AN Gray Full View XO PGT WG710 HR 2 1 19 1/8" x 38 3/8" 2 - Bathroom Impact Resistant 5/16" AN/AN Gray / Whtlnlr Full View X PGT WG740 CS 3 1 74" x 50 5/8" 3 - Dining Room Impact Resistant 7/16" AN/HS Gray Full View O PGT WG701 PIC 4 1 74" x 50 5/8" 5 - Kitchen Impact Resistant 5/16" AN/AN Gray Full View XO PGT WG710 HR 5 1 48 1/4" x 31 3/4" 6 - Kitchen Impact Resistant 5/16" AN/AN Gray Full View XO PGT WG710 HR 6 1 48" x 32 1/4" 7 - Kitchen Impact Resistant 5/16" AN/AN Grey Full View XO PGT WG710 HR 7 1 53 1/8" x 38 3/8" 9 - Kitchen Impact Resistant 5/16" AN/AN Gray Full View XO PGT WG710 HR 8 1 74" x 63" 10 -Famity Room Impact Resistant 5/16" AN/AN Gray Full View XO PGT WG710 HR 9 1 74" x 63" 11 - Family Room Impact Resistant 5/16" AN/AN Grey Full View XO PGT WG710 HR 10 1 66 1/2" x 88 1/2" 12 • Family Room Impact Resistant 3/8" AN/HS Gray Full View XX PGT WG101 FD 11 1 74" x 63" 13 - Family Room Impact Resistant 5/16" AN/AN Gray Full View XO PGT WG710 HR 12 1 37" x 50 5/8" 18 - Master Bedroom Impact Resistant 5/16" AN/AN Clear Full View X PGT WG740 CS 13 1 37" x 38 3/8" 14 • Bedroom 2 Impact Resistant 7/16" AN/HS Gray Full View XO PGT WG710 HR 14 1 74" x 50 5/8" 15 - Bedroom 2 Impact Resistam 5/16" AN/AN Gray Full View XO PGT WG710 HR 15 1 37" x 50 5/8" 16 - Bedroom 2 Impact Resistant 7/16" AN/HS Gray Full View XO PGT WG710 HR 16 1 53 1/8" x 50 5/8" 17 - Bedroom 1 Impact Resistant 5/16" AN/AN Grey Full View XO PGT WG710 HR 16 All sizes, locations and NOA's are provided by Triton Window Distributors. Design presures are provided by enginner listed on plans. •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • •• • WINDOW / DOOR SCHEDULE NOA 16-0714.13 16-0629.21 160629.14 16-0714.13 16-0714.13 16-0714.13 160714.13 16-0714.13 16-0714.13 160629.17 16-0714.13 16-0629.21 16-0714.13 16-0714.13 16-0714.13 16-0714.13 PROJECT DP 48.60 65.10 48.60 52.70 48.60 52.70 48.60 65.10 48.60 65.10 48.60 52.70 48.60 52.70 48.60 52.70 48.60 52.70 48.60 52.70 48.60 52.70 48.60 52.70 48.60 52.70 48.60 52.70 48.60 52.70 48.60 65.10 13 C) to G (V-4 cn 0 m 0 n 0 tJ r z 0 m r -m m U m 7J 1P r OIAOHddb C a R 'I• 21 MASTER BEDROOM HR 13 14 15 .M HR HR BEDROOM 2 16 BEDROOM 1 1 CS X 12 HR 4 CS X TOP VIEW HR 11 FD XX HR FAMILY ROOM DINING ROOM' PIC 0 FRONT DOOR HR HR 7 KITCHEN •• •••• •• •• •• •• •• ••• •• • HR • • • • • •• • • • •• • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • HR HR CUSTOMER INFORMATION Brantley Tate 874 Northeast 99 Street Miami Shores, Florida 33138 FRONT EGRESS BEDROOMI 1 BATHROOM 2 A DINING ROOM KITCHEN 3 4 TYPE: Aluminum Impact Horizontal Sliding Window SIZE: 74" x 50 5/8" 5/16" AN/AN NOA: 16-0714.13 TYPE: Aluminum Impact Casement Window SIZE: 19 1/8" x 38 3/8" 5/16" AN/AN NOA: 16-0629.21 TYPE: Aluminum Impact Picture Window TYPE: Aluminum Impact Horizontal Sliding Window SIZE: SIZE: • • • • • • •i{" x 5,�6 '5/N" • • 74" x 50 5/8" • • ••�7/ �" ,�1/Fi3 5/16" AN/AN • •• • • • • ••• • • • • • • OA: • • • NOA: •• ••• •• -06t9.1! •• 16-0714.13 • ••• ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • 0410 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SIDE (RIGHT) KITCHEN 5 A KITCHEN 6 A TYPE: Aluminum Impact Horizontal Sliding Window SIZE: 48 '/." x 31 '/." 5/16" AN/AN NOA: 16-0714.13 TYPE: Aluminum Impact Horizontal Sliding Window SIZE: •• •••• •• •• •• •• 48"xaa'/." • /1i' AN/AN • • • • • • NOA: • •• • • • • • • • 1 6-Q71 4.13 • ••• ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • 4000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BACK KITCHEN FAMILY ROOM FAMILY ROOM 8 .9 FAMILY ROOM FAMILY ROOM 10R r 11 EGRESS ,MASTER BEDROOM • 12 TYPE: Aluminum Impact Horizontal Sliding Window SIZE: 53 1/8" x 38 3/8" 5/16" AN/AN TYPE: Aluminum Impact Horizontal Sliding Window SIZE: 74" x 63" 5/16" AN/AN TYPE: Aluminum Impact Horizontal Sliding Window TYPE: Aluminum Impact French Door SIZE:• SIZE: 5/16" AN/AN • Ar /H� • • •• • • • • ••• • • NOA: NOA: NOA: • • era: -0• • • • • 16-0714.13 16-0714.13 16-0714.13 • • • • 160629.17 • • • • • ••• ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0•• • • TYPE: TYPE: Aluminum Impact Aluminum Impact Horizontal Sliding Window Casement Window SIZE: 74" x 63" 5/16" AN/AN SIZE: 37" x 50 5/8" 5/16" AN/AN NOA: NOA: 16-0714.13 16-0629.21 SIDE (LEFT) BEDROOM2 13 EGRESS BEDROOM 2 14 A BEDROOM 2 15 EGRESS BEDROOM',1 16 TYPE: TYPE: Aluminum Impact Aluminum Impact Horizontal Sliding Window Horizontal Sliding Window TYPE: TYPE: Aluminum Impact Aluminum Impact Horizontal Sliding Window Horizontal Sliding Window SIZE: SIZE: SIZE: SIZE: 37" x 38 3/8" 74" x 50 5/8" • • • • • • 37" x 90 5/8• • • • 53 1/8" x 50 5/8" •5/16" AN/AN 5/16" AN/AN • ,• • •`yij16:AtrAtt • • • 5116" AN/AN • Of • • • • ••• • NOA: NOA: ••• ••� ••Oa • i • • NOA: 16-0714.13 16-0714.13 6-0714.13 ••16-0714.13 • ••• ••• • • ••• • • t • • • • • • • • • • • • • • • • • • • OOO♦ • • • • • • • • • • • • ••• 6 • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •♦ • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) [PGTlndustries, Inc.- ,J 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material•within their ju'rishiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade fettaty ProdaebControl Section that this product or material fails to meet the requirements of the applicable bt111S11 ig code"' • This product is approved as described herein, and has been designed to comply ith'Th Florida Building• Code, including the High Velocity Hurricane Zone.- . • • • • • . • • • • . • DESCRIPTION: Series "HR-710" Aluminum Horizontal Rolling Window= L.M.•L.: • • • • APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal 1t8118f Winddw, impact", • signed sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, prepared ty:r nufacture% gied and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Produce Co> trol ReiisioL6tamp. with the Notice of Acceptance number and expiration date by the Miami -Dade'( nt, Pr4vit Control• Section. • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Qov/economy and regulations governing the use of construction ...•• ...• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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 NOA# 15-0519.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI"DADE COUNTY - APPROVED ss...<.. (NOA No. 16 07i4.13 Expiration Date: _December 21,`20211 Approval Date: September 01; 2016" Page-1— PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispalc 44; TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTid spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestratigri •] sting <iioratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-897D,. dated 1,1/16/15„ 06/07/16 and 06/02/16 respectively, all signed and sealed by IdOrms Ortega,, P.ki . 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201•-94' • • • • 2) Cyclic Wind Pressure Loading per FBC, TAN Z!7:94 '. along with marked -up drawings and installation diagram of an XQX pluminun4 • horizontal sliding window, prepared by Fenestration Testing La'bofatory, Inc., 'Lest Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos•. Rioflda; p�E. • (Submitted under NOA No. 07-0815.09) •• ' • •• • 3. 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 an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) Manuel Per .E. Product Control E . ,' ner NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS • • .. . 1. Anchor verification calculations and structural analysis, complxi,piawth FB Edition (2014), dated 05/14/15, prepared by manufacturer, signed find sealed 1?y Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE .... . . .... . . .. .. • • .. . . . . • .. .. . • • • . • .. 1. Miami -Dade Department of Regulatory and Economic Resourges CnR). • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. . .. . ... . •. .• Manuel Pe Product Control E. amin r NOA No. 16- 13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-2 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. • • (Submitted under NOA No. 06-0405.06) • • • • 5. Proposal No. 16-0125 issued by the Product Control Section, dat i. /!arch ON 34 6, • • . signed by Ishaq Chanda, P.E. •... ••.. . . G. OTHERS 1. Notice of Acceptance No. 15-0519.09, issued to PGT Industries ier their Senes . "HR-710" Aluminum Horizontal Rolling Window - L.M.I., approved on 07/Og/15 and. expiring on 12/21/21. E-3 • . . • . • . • . . .. • • . • • • • Manuel Perez Product Control Exa�� kr NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 • • • . GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090"PVB" INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1B" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. F. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. STANDARDS USED, •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 •AISIS100-07/S2-2010 I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090' "PVB" INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE• • •FLORIDA•• BUILDING• • CODE,• • INCLUDING• •• THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • •• • • • "c 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I!G. GLA•�CP '. BflT IT./ Dp Ory) ATJGHOR QUANTITY REMAIN UNCHANGED. • • • • • • • • • •• ••• •• • • • •• "PVB" _ .090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. raw•a er JR R.LIs 0505/16 Rev*. G ADDED SPACERS TO SHEET 2. lam tlEt, Rena By: Deer OMNI By: F.K. 228/06 c wn eey J.J. 3/23R06 • ••• • 1070 TECHNOLOGY DAIA N. VENICE, FL 31r P.O. Box 1529 • • NOKOMIS, FL 34274 ••• 0'.1111 Visibly Better 'Beeper, • ••• Cf•ENEf;AL;NOrES ALUM. ►HORRIZOUTAL ROLLER WINDOW, IMPACT • • Lner' RAM'q Nn HR710 NTS 1 • 11 4127-10 G NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 FRODUCT REVISED 01 0R1110INa6 Wild le Fkiid! i/.11diug 0747 A;cepleacc No LfO" C J Ew .1 Date 7 Z1 �� Be b y iI ode Eroded CcntlWla� (i A. LYNN MILLER P.E. P. E.K 58705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS KODISPACE 75 4SG TPS 1/2" NOM. GLASS BITE 60,61,62 l/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 5/16" LAMINATED GLASS GEDI t1.• 4111 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 5/18' OR 3/8' AIR SPACE 1/6 OR 3116' ANNEALED OR TEMPERED GLASS 13/16' NOM. EXTERIOR INTERIOR (ALL SECTIONS) 1/2" NOM. GLASS BITE 66,67,68,69,70,71 13/16" LAMI IG GLASS W/ 5/16" LAMI SILICONE STRUCTURAL SILICONE 1/4' NOM. FOAM WITH DESICCANT EXT. GLASS NT. GLASS 1/2" NOM. GLASS BITE 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16 LAMINATED GLASS • 1/2" NOM. GLASS BITE Part# Description Material 75 Kommerling 4SG TPS Spacer System See this Sheet for Materials 76 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Duraseal Spacer 78 Cardinal )IL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, PVB" _ KURARAY BUTACITE8 PVB INTERLAYER or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/16' ANNEALED OR HEAT STRENGTHENED G, ASS .090 PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 3/16' OR 1/4' AIR SPACE 1/8' or 3/16' ANNEALED OR TEMPERED GLASS 13/16' NOLL 13/16" LAMI IG GLASS W/ 7/16" LAMI HOT -MELT BUTYL 3/16' NOM. BUTYL 8 DESICCANT — FOAM EXT. GLASS NT. GLASS SUPER 76 SPACER®NXT IO n.re er JR 8 0S05/16 Aa.Ybr ADDED SPACERS. Awed By: Reed* Darn er F.IG reir 2/2&O6 crrraeay- J.J. 3(23/v6 5/16" NOM. ALUMINUM REINFORCEMENT POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS • • NT. 3LASS • • • 77 �DVRA6fAr• • • •cr,itA.AEDGE11i" BPAE•. • • • • • $�E10ER DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL • • 107C TECHNOLOGY DRrdt N. VENICE, FL 342tt • P.O. BOX 154 • • NOKOMIS, FL 34274 •.. • • • .• • "--•�� Visibly Better INT. GLASS FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. •�r.R • • • • ILAZII1G pETIVLS ILL& O ?IZCIN,TAL ROLLER WINDOW, IMPACT IL...* • HR710 Full Mese 2 . 11 4127-10 G PRODUCT REVISED as crmplyiog with the Florida Boildiag Cod; Acceptance No I1D' O 4.- 1 52pimtirm Dare A. P.E. P.E.8 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • • • • • • • It • • • • TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 I -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 ? -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. TO 88 7/16" A,B,C, G,H,1 +60.0 -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" / 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" _A,B,G,H +75.0 -75.0i +75.0 -75.0 +75.0 i -75.0 (+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 ': -75.0 +75.0 -75.0 +75.0 ': -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0,_ 75.0_ +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 , +75.0 -75.0 +68.1 -68.1 1+63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL-4858 (XJX), FTL-4859 (OX & XO) AND FTL-5330 A. 5/16" LAMI - (1/8"A,.090,1/8" A)/ B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI IG-1/8" OR 3/16"A (MIli4 54§"•OI3,3/8" AID SP4CF•, 50p;LAMI - (1/8"A, .090,1/8"HS) I. 13/16" LAMI IG-1/8" OR 3/16"A (MiN.), 5/16" JR•3' ' 4R:P/CCF•', 5:6" LAMI - (1/8"HS, .090,1/8"HS) J. 13/16" LAMI IG-1/8" OR 3/16"A (MIN )•3/1fi 441/Z' 44E••P 6" LR7dI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16'�OR 1/4" SPACE 7/16"•LAMI - (3/16"A, .090, 3/16"HS) L. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) PRODUCT REVISED as complying with the Florida )BoOding Code Acceplan« No 0x,i1atim Date SY t,tna n pado prodncl Con Rand Br Dab: R"W": Awed Ry Dec R"1aens: b": F.K 2/2&O6 Chet • By• J.J. w: 3/23/06 • 1070 TECHNOLOGY DRIVE N. VENICE. FL 34271 P.O. BOX 15206 NOKOMIS. FL 341A0 • ••• • • • • ;31 •Visibly BcrrA [71ESIGN PREE:GRES AsUAI. 101:!ZO;11 ROLLER WINDOW, IMPACT HR710 NTT 3 - 11 a"rpRa 4127-10 A. LYNN MILLER. P.E. P.EX 58705 • • • • • • • • • • • • • O • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • B 27 3/8" -MAX. DLO —1 VENT 54 5/16" MAX. DLO FIXED /Q -I 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME 5' DL L DETAIL B - XOX (1/4-1/2-1/4) B 1--- 'DLO FIXED ............ ........ 0L0 VENT 7 ;.�:, �, • f 63" M A 3/8' IAX. D ALL XED TES " )i:A56, ' / — ✓r ., 7 — r MAX. DLO VENTS ALL 62" I.F. FRAME ALL CONFIG. FLAN FRA AL CON MAX. • • • t • — C — �Y • I • 73" MAX. WIDTH I.F. FRAME -I 74" MAX. WIDTH FLANGE FRAME • • • • DETAIL A - OX OR XO 27 3/8" 27 3/8" MAX. DLO MAX. DLO VENT FIXED D B X O X MOP 8 6 7/16" MAX. WIDTH FLANGE FRAME 5 7/16" MAX. WIDTH I.F. FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. GE ME L FIG. • • • • • •• •• • SEALANT OR GASKET AT HEAD AND SILL •• • I.F. FRAME 13 FLANGE FRAME • • • •• VIEW D-D (FRAME CORNER CONSTRUCTION) Rawd now Read EP, wda reviewer R.* be Dorn B F.K. 11. b/06 Chocked By J.J. Oab: 3/23/06 • 1070 TECHNOLOGY DRIB N. VENICE, FL 3427i P.O. BOX 152P NOKOMIS. FL 34*0 • • • • • • • Visibly Better .�a.r • • ELEVAvC3VS B Ai UM. NORIZO ffAL ROLLER WINDOW, IMPACT ku.e.t a • NTS HR710 4 + 11 o."or as 4127-10 G PRODUCT REVISED _s complying with the Florida Building Code Amepumee Nat 'ration Date Dade- PrN,d d I •ate• I A. LYNN MILLER, P.E. P.E.8 58705 • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. VENT DLO MAX. FIXED DLO SECTION C-C (VERTICAL SECTION, FLANGE FRAME) INTERIOR O EXTERIOR Rend By DAY: Rerliortc Rend hr Resbs: INTERIOR MAX. VENT DLO EXTERIOR INTERIOR I►- MAX. FIXED DLO --7 MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) I--- MAX. FIXED DLO EXTERIOR y MAX. VENT DLO -.- MAX. WIDTH (I.F. FRAME) SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) ® Itlinat1111111.01: EXTERIOR I„ ' INTERIOR it INTERIOR IIiIIII, 111111 • • • • • • • •• • • • •• • • • •• SILL HEAD (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) ••• ••• •,• ••• �•� 1 S CTIQN$' Onm Br F.K. c re: 2n8/06 C.ma By J.J. 3/23/06 • 1070 TECHNOLOGY ORNV N. VENICE, FL 34274 P.O. BOX 1524. NOKOMIS, FL 34t/P • MAX. VEF'T DLO , • • • • AtUM. MO1t1ZOVIAL ROLLER W/NDOW, IMPACT SI..Bber • HR710 Half 5 a 11 4127-10 G PRODUC f' REVISED zs complying with the Ftaidx Building Code Accepmece No I EYD:mti01 Due Sae P,od,et COWISO . A. LYNN MILLER, P.E. P.E A 58705 21 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • DWG/ REV - DESCRIPTION MAT L PGT# 1 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 4102 4025 4053 4136 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 4105 A A G B FLANGE FRAME HEAD SASH STOP (STD.) (ANTI LIFT CLIP) #8 X 3/4 PH. PAN HEAD SASH STOP COVER (SASH STOP) FLANGE FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB GASKET FOR MAINFRAME SILL JOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FIXED MEETING RAIL W STP.,.187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL 6063-T6 AL 6063-T5 AL 6063-T5 AL 6063-T6 AL 6063-T6 AL 6063-T6 AL POLYPROP. 6063-T6 AL 6063-T5 AL 6063HD-T6 AL 6063-T5 AL 612237 612244 7834AA 64136 64137 64131 71298 7PAD1626 612225 74134W /K 781PQA 64110G 64054A 64066G 612240 22 23 24 29 32 33 35 1683 225-1 226 4128 4006 1235 1096 W STP.,250 X .270 BACK, FIN SEAL ROLLER HOUSING& GUIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE SASH MEETING RAIL WSTP.,.170 X .270 BACK, FIN SEAL SWEEP LATCH BRASS POLYPROP. 6063HS-T6 AL DIE-CAST 61683G 42112HD 7BRWHL2 44128N 64006 67S16G 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 38 39 4126 1683 7070 SASH SIDE RAIL WSTP.,.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X 275 6063-T5 AL 64126 61683G 67070K 40 LIFT RAIL COVER CAP 74078"C' L ORR 41 42 43 4139 4140 4141 I.F. FRAME HEAD I.F. FRAME SILL IF. FRAME JAMB 6063-T6 AL 6063-T6 AL 6063-T6 AL 64139 64140 64141 50 51 52 53 1224 1225 4039 B GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT VINYL GLAZING BEAD BULB (THICK) VINYL GLAZING BEAD BULB (THIN) GLAZING BEAD - 5/16' 6063-T5 AL 61 Y247W,K 6TP248K 64039B 54 4044 B GLAZING BEAD - 5/16" W/GRILL KIT 6061-T5 AL 644703 55 4222 A GLAZING BEAD - 7/16" 6063-T5 AL 64222 56 985 C GLAZING BEAD - 7/16' W/GRILL KIT 6063-T5 AL 6985 59 4067 GLAZING BEAD - 13/16" 6063-T5 AL 64067 60 61 62 63 64 65 GLASS 5/16 LAMI(1/8" A,.090PVB, 1/8" A) 5/16 LAMI(1/8" A,.090PVB, 1/8" HS) .• 5/16' LAMI(1/8" HS, .090PVB, 1/8" HS) • 7/16" LAMI (3/16" A, .090 PVB, 3/16' A) • • • 7/16' LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16' LAMI (3/16" HS, .090 PVB, 3/16" HS) And By Dew /bblonr: D,un er F.K. omar 2/28/06 Cludd By. J.J. • 1070 TECHNOLOGY DRI N. VENICE, FL 3427 P.O. BOX 152.• NOKOMIS, FL 341! • ITEM DWG1 REVI DESCRIPTION I MATL I PGT# 66 Q ASS, 13/16" LAMI IG-1/8"A (MIN.), 3/8"AIR SPACE, 5/16' LAMI (1/8"A, .090 PVB, 1/8"A) 67 " 13/16" LAMI IG-1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"A. .090 PVB, 1/8"HS) 68 13/16" LAMI IG1/8"A (MIN.). 3/8" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"HS) 69 " 13/16" LAMI IG-3/16"A (MIN), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 70 13/16" LAM IG3/16"A (MIN.). 5/16" AIR SPACE 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 71 " 13/16" LAMI IG-3/16"A (MIN.). 5/16" AIR SPACE, 5/16" LAMI (1/8" HS, .090 PVB, 1/8"HS) 72 " 13/16" LAMI IG-1/8"A (MIN.), 1/4" AIR SPACE, 7/16' LAMI (3/16"A, .090 PVB. 3/16"A) 73 " 13/16" LAMI IG-118"A (MIN.), 1/4" AIR SPACE, 7/16' LAMI (3/16"A, .090PVB, 3/16"HS) 74 " 13/16" LAMI IG-1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"HS, .090PVB, 3/16"HS) 75 " 13/16" LAMI IG-3/16"A (MIN), 3/16" AIR SPACE, 7/16" LAMI (3/16' A, .090 PVB, 3/I6"A) 76 " 13/16" LAMI IG3/16"A (MIN), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 77 " 13/16" LAMI IG-3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 90 1014 SCREEN FRAME (NOR. & VER.) 3105-H14 AL 91 1630 SCREEN CORNER KEY W/RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 96 SCREEN CLOTH • 2.784 .062 1 .988 43 • I.F.,FRAME.JAMB • • #4t41!601e-T1 • •• • • • • • • • • • •• • • • •• 1 r 2.624" Bn " .710 1 41 I.F. FRAME HEAD #4139, 6063-T6 .062 7 3.152 2 710 .F. FRAME SILL #4140, 6063-T6 • • • • • • p• 117 •Vcribly Berr!r •. • • • • F' RTSJl&T AtU�I. PIORIZONfAL ROLLER WINDOW, IMPACT HR7r0 sm. : • NTS 6 w 11 4127-10 PRODUCT REVISED as complying wish the Florida Building Code Acceptance W �- 0714 pi,eaion Daze A. LYNN MILLER P.E. P.E.L 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4111 • 11 • • • • • • • • • • • 1 FLANGE FRAME HEAD #4102A, 6063-T6 .490 ��1.451 O SASH STOP #4025, 6063-T5 062 1.183 I 0 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .6" .050 1.096 54 GLAZING BEAD, 5/16" #40448, 6063-T5 (USED W/ GRILL KIT) O FLANGE FRAME SILL #4136, 6063-T6 .061 1.461 O HORIZ. ROLLER TRACK #4131,6063-T6 2. 79 .062 1.187 1.081 I-- 32 SASH MTG. RAIL #4006D, 6063HS-T6 05o .6178 1.096 1 -IT CD 55 GLAZING BEAD 7/16" #4222A, 6063-T5 O FRAME SILL ADAPTER #4137, 6063-T6 1�1.403�1 17 FIXED MEETING RAIL #4054B, 6063HD-T6 SASH SIDE RAIL #4126, 6063-T5 .050 ••),154 .b-711-• • •• • 56 G Q BrAD, tit • • #685C, 86634 5 • • • • • •IJSID W/ ( iILL•K17a •• • • •• ••• •• • • r1.513- r 040 .738 1 [11.443—{ —f SASH STOP COVER #4053,6063-T5 2.784 -{ 1.363 j B0 .062 13 FLANGE FRAME JAMB #4002A, 6063-T6 rFE-D--[ .678 1.096 53 GLAZING BEAD, 5/16" #40398, 6063-T5 .683 1.097 GLAZING BEAD, 13/16" #4067, 6063-T5 ware By Deer Mew RwUbar: F.K 22i2am6 qWW By J.J. am: 3i23/06 • 1070 TECHNOLOGY ORNA N. VENICE, FL 34271 • PO. BOX 152910 008058S, FL 34/a • ••• ••• 11111011.10 T• Visibly Bet& �wh... • • • • E+•KTRUFIC=NS AZUITf. ! OAIZOA1TAL ROLLER WINDOW, IMPACT .__ • HR710 Bor: • Half 7 a 11 Gvnehcw 4127-10 Roy- PRODUCT REVISED ucomplying with the .Florida :ldinEaae Aeeeptemecrb I En etion Date 8y {f� Miami(Mde Product C Q A. LYNN MILLER P.E. PE 4 58705 ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTIl1ES, XOX (114-1/2-114) WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C.G,H,I GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE 2,3, WOOD 2. CONC 1, CONC Z3, WOOD 2, CONC 1, CONC 1 - 1/4" ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE-FLEX 3 -#12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H HEAD & SILL y 2 HEAD & SILL ' y 2 HEAD & SILL ' y 2 HEAD & SILL ' y 11HEAD& SILL a y 2 HEAD & SILL a y 2. GLASS TYPES: 2 A. 5/16" LAMI - (1/8' A,.090, 1/8" A) a B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 53.125 x 38.375 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1'•. 2 1+C2+1+C2+1 2 D. 7/16" LAMI - (3/16' A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1. 3 1+C2+1+C2+1 3 E.7/16" LAMI - (3/16" A,.090, 3/16" HS) F.13/1 LAMI-(3/16" HS,.093/0, 3/16"(MI 50.625 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C2+1+C2+1.`•3 1+C2+1+C2+1I3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) 54.090 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1( 3 1+C2+1+C2+1; 3 1+C2+1+C2+1; 3 1+C2+1+C2+1 i, 3 H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8' HS) OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1I 3 1+C2+1+C2+1 3 J. 13/16" LAMI IG - 1/8" OR 3/18" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1I 3 1+C3+1+C3+1 3 K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" IG 1/8' OR 3/16" A 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16' A,.090, 3/16" HS) OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 60.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1; 2 1+C2+2+C2+1 L. 13/16" LAMI - (MIN.), ! 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, TABLE AND BASED ON THE FOLLOWING GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1( 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING 25 3/4" MAX. FROM CORNERS. RAIL CENTERLINE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1I 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 TABLE KEY: 74.000x 38.375 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1i 2 X O X 3 1+C2+2+C2+1 3 1+C2+2+C2+1 I1+C3+4+C3+1 13 }- ANCHOR QUANTITY 3 PER JAMB 48.000 1+C2+2+C2+1' 3 1+C2+1+C2+1I 3 1+C2+2+C2+1 3 1+C2+2+C2+1 50.625 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1I 3 I HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1; 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 A CLUSTER OF (3) ANCHORS AT EACH MEETING RAIL CENTERED PLUS (1) 60.000 1+C2+2+C2+1 3 1+C2+1+C2+1;3 1+C2+2+C2+113 1+C2+2+C2+1 3 1+C2+2+C2+1( 3 1+C3+2+C3+1 3 ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+1 3 1+C2+1+C2+11 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1. 3 1+C3+2+C3+1 3 PLUS (4) ANCHORS AT ANCHORS TOTAL FIXED SECTION. AT HEAD AND SILL 84.000 x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+11 2 1+C2+2+C2+1 2 1+C2+2+C2+1) 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 (12) 48.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1; 3 1+C2+2+C2+1 3 1+C3+3+C3+13 54.000 1+C2+2+C2+1 3 1+C2+2+C2+1;3 1+C2+2+C2+1 3 1+C2+2+C2+113 1+C2+2+C2+1 3 1+C4+3+C4+1 3 25 3/4" max. 1--..-3" MIN. 60.000 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C3+2+C3+1 3 1+C3+2+C3+1; 3 1+C2+2+C2+1 3 1+C4+3+C4+113 9" REF. 4 fox I 1 L 1 4 441 1 63.000 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C3+2+C3+1 3 1+C3+2+C3+113 1+C2+2+C2+11 3 1+C4+3+C4+11 3 d} y O X PRODUCT REVISED 2 1+C2+2+C2+11 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1i 2 ------_____.___.- ,undying the Florida 106.375 x 38.375 1+C2+2+C2+1 with 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1;3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1•3 1+C3+4+C3+1I 3 MTG. RAIL,TYP.-I Acre 'ZdNa lir -.1 50.625 1+C2+3+C2+1' 3 1+C2+2+C2+1' 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 'Patio0 Data f 21 3 1+C4+4+C4+1 3 IN TABLE KEY ABOVE) Ry 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1; 3 1+C3+3+C3+11 3 1+C3+3+C3+1 3 1+C3+3+C3+1 (SHOWN Miami Product C 60.000 1+C3+3+C3+113 1+C2+2+C2+1i 3 1+C4+3+C4+1 3 1+C4+3+C4+1U 4 1+C3+3+C3+1; 3 1+C4+4+C4+113 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1(4 1+C4+3+C4+1; 3 1+C5+4+C5+1 3 25 3!4' MAX. t 1f2" P. 111.000x 38.375 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+112 1+C2+4+02+1 24 I-�3" MIN. 1111 1 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1; 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1( 3 •1lCR3+4+ '31 R •1-• 1 9• X! 11 1 1 1 1 O X -. 50.625 1+C2+3+C2+1 3 1+C2+2+C2+11 3 1+C3+3+C3+1; 3 1+C3+3+C3+1; 3 1+C3+3+C3+11 3 ItC3+4+C�i' 34 •• • •e •• _ �� 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 4+(S+4 + .31 ••••••-• r�- 60.000 1+C3+3+C3+1 3 1+C2+2+02+1 3 1+C4+3+C4+1, 3 1+C4+3+C4+ 11 4 1+C3+3+C3+113 1+C4+4+C4+1 3 MTG. RAIL,TYP.- 6 3 1+C4+3+C4+1 3 1+C4+3+C4+114 1+C4+3+C4+1 3 1+C5+4+C5+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 1ti_ 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 Rawl ay 0* I* • • • • • • • .e+.., XOX TECHNOLOGY DRIV: AtVCHOiiAtiE'ACING, (1/4-1/2-1/4) o,,, ,embus: 1070 N. VENICE. FL 34275, • • • • • • WINDOW, IMPACT lined Deer ,,,,,,,,,.ALIA. NOA1ZONiAL ROLLER P.O. BOX 15290 FL • • S/isibly Beexer dy • SP* may, �" A. LYNN MILLER P.E. Doer Downer F.K. Dow 2128/06 ddH .6y J.J. _Y. 323476 NOKOMIS, 34A1• HR710 NTS 8 . 11 4127-10 G P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •S 000 • • • 000 • • ANCHOR QUANTITIES, XOX (1/3-113-1/3) WINDOWS TABLE 5 GLASS TYPES A,B,G,H GLASS TYPES C.D,E,F,I.J,K, L ANCHOR TYPE & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 itn HEAD & SILL f 1+C2+1+C2+1 2 HEAD & SILL 1+C2+1+c2+1 to 2 HEAD & SILL to m 2 1+C2+1+C2+1I 2 HEAD & SILL CO m 2 1+C2+1+C2+1; 2 HEAD & SILL co m a 1+C2+1+C2+1 2 HEAD & SILL 1+C2+1+C2+1 CO CO 2 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1i 3 1+C2+1+C2+1;3 1+C2+1+C2+ 1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1; 3 1+C2+1+02+1i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+1i3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+02+1 3 1+C2+1+C2+1;3 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+02+1+C2+11 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1!3 53.125 x 38.376 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1i 2 1+C2+1+C2+1;3 1+02+1+C2+1; 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 13 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+1; 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1; 3 1+C2+1+C2+13 1+C2+1+C2+13 1+C2+1+C2+1i3 1+C2+1+C2+11 3 1+C3+1+C3+1;3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+12 1+C2+1+C2+112 1+C2+1+C2+112 1+C2+1+C2+1 2 1+C2+1+C2+12 1+C2+1+C2+1 3 1+C2+1+C2+1[ 3 1+C2+1+C2+113 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+13 1+C2+1+C2+1i 3 1+C2+1+C2+13 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+13 1+C2+1+C2+1i 3 1+C3+1+C3+1 3 1+C2+1+C2+1'3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1i3 1+C2+1+C2+1; 3 1+C3+1+C3+1j3 1+C2+1+C2+1 3 1+C2+1+C2+1; 3 1+C2+1+C2+1 3 1+C3+1+C3+1i3 1+C2+1+C2+1i 3 1+C3+1+C3+1?3 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+112 1+C2+1+C2+1; 2 1+C2+1+C2+1 2 1+C2+1+C2+1i2 1+C2+1+C2+1i 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1! 3 1+C2+1+C2+1 1+C2+1+C2+1 3 3 1+C2+1+C2+1 1+C2+1+C2+1 3 3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 3 1+C3+1+C3+113 I 1+C3+1+C3+13 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C3+1+C3+1'3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1;3 1+C3+1+C3+1`•.3 1+C3+1+C3+1; 3 1+C2+1+C2+1; 3 1+C3+1+C3+1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1'.2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1S3 1+C2+1+02+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1; 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1' 3 1+C2+1+C2+1; 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1i 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1`:3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1E3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1'2 1+C2+1+C2+1 3 1+C2+1+C2+1,2 1+C2+1+C2+112 1+C2+1+C2+1,3 1+C2+1+C2+1;3 1+C2+1+C2+1 1+C2+1+C2+1 3 3 1+C2+1+C2+1 1+C2+1+C2+1 3 3 1+C2+1+C2+1 13 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+C2+1 3 3 1+C3+1+C3+1 3 1+C3+1+C3+1i3 1+C2+1+C2+13 1+C2+1+C2+1; 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1; 3 1+C3+1+C3+1i 3 1+C2+1+C2+1 3 1+C3+1+C3+13 /+C2+1+C2+1 1+C2+1+C2+1 3 3 1+C3+1+C3+1j3 1+C3+1+C3+113 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1;3 1+C4+1+C4+1 4 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1;2 1+C2+1+C2+1 i 3 1+C2+1+C2+1 1+C2+1+C2+1 3 3 1+C2+1+C2+112 1+C2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 3 3 3 1+C2+1+C2+1i2 1+C2+1+C2+1 3 1+C2+1+C2+1 13 1+C3+1+C3+1 3 1+C2+1+C2+1; 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+13 1+C2+1+C2+1 1+C2+1+C2+1 2 3 1+C2+1+C2+11 3 1+C2+1+C2+1;3 1+112.1+02•4 2 iC3+1+C3+1j3 1+413+++C3t1e3 • 1.06+1+018.103 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1;3 1+C4+1+C4+14 1+C3+1+C3+1 3 1+C2+1+C2+1; 3 1+C3+1+C3+113 1+C3+1+C3+1;4 1+C3+1+C3+13 1+C4+1+C4+114 nr RwYone. RerVena u..n er FK 2/2806 p+wabr J.J. 080, 323/06 070 TECHNOLOGY DRIV! N. VENICE, FL 3427: • P.O. SOX 1529• NOKOMIS. FL 42101• • NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16' LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. - (1/8" A,.090, 1/8" A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X O X I1+C3+1+C3+1 13 Ham -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.C. ANCHOR SPACING) '25 3/4" MAX. �{ (--3" MIN. ! lit 1 141 9" REF. X O MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) • : 5 3/4" MAX. 1 1/2" TYP. I--3"MIN • • • • •H►l- ••• II• • • F. • • x 0 • • • :G. � • ••P-� 1••••.MRAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS • • • • • • wuuu. • •••ANCHOVAVE $'ACING, XOX (1/3-1/3-1/3) 4041ZONFAL ROLLER WINDOW, IMPACT • •Visrbly Berm; wi"""- • xd. • s.n u.a.Ra R.a nR710 NTS 9 > 11 4127-10 G :'R000CT REVISED o cnmptying wnh the Florida Boding Coda Accep•auce No no - E71p'ration Data Miami '21 A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 00 00 •• • •• 000 • • •• 000 • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 1. ANCHOR TYPES: ANCHOR TYPE> 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES GLASS TYPES: WINDOW SIZE W V H O m = ea m Q OQ W to = e0 m g <4 9 () = eE m f 5, Q9Q Z1 W to = ad i m m .4= _9m M 6 aJ 5,= _9 -2.m W (o .8 31 Q 2. A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) A) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 37.000 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D. 7/16" LAMI - (3/16" A,.090, 3/16" ANCHOR QUANTITY REMAIN UNCHANGED. x 48.000 1+C2+1 3 1+C2+1 3 1+C2+1)3 1+C2+1; 3 1+C2+1 S 3 1+C2+1 3 E. 7/16" LAMI - (3/16' A,.090, 3/16" HS) F. 7/16" LAMI - (3/16' HS,.090, 3/16' HS) A,.090, 1/8" A) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1; 3 1+C2+1 3 1+C2+1 3 G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8' SPACE, 5/16" LAMI - (1/8" H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I. 13/16" LAMI IG - 1/8' OR 3/16' A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J. 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16' OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L. 13/16" LAMI IG - 1/8" OR 3/16' A (MIN.), 3/16" OR 1/4" SPACE, 7/16' LAMI - (3/16" HS,.090, 3/16" HS) 48.000 X 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 ; 2 1+C2+1 2 1+C2+1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+11 3 1+C3+1 3 18 3/4" MAX. FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 13 1+C2+1 3 1+C3+1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 ! 3 1+C3+1' 3 1+C2+1 3 1+C3+1 3 TABLE KEY: O x 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1'; 2 1+C2+1 ' 2 1+C2+1 12 1+C2+1 2 2+C3+2 3 f-ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+11 3 1+C2+1 I 3 1+C3+1 3 3 1+C2+1' 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 1 A CLUSTER OF (3) ANCHORS 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 13 1+C3+11 3 1+C2+1 3 1+C3+1 3 CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 13 1+C3+1 4 1+C2+1 I 3 1+C3+1 3 PLUS (2) ANCHORS AT OPERABLE VENT FIXED SECTION. (7) 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1; 4 1+C3+1 3 1+C4+1 3 ORS ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2; 3 1+C2+11 3 1+C2+1 3 2+C3+2 3 (3' MIN. O.C. ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 54.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 i_ 1 18 3/4' MAX. ---I F--3^ MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1; 4 1+C3+1 3 2+C4+2 4 9" REF. 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1? 3 2+C4+2 4 - I'RODI ICT tLEVISEI) 66.000x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 a;cmlp:yingwith 6roFlorida uild 48.000 2+C2+2 4 1+C2+1 3 2+C3+2; 3 2+C2+2 4 1+C2+1 I 3 2+C3+2 3 MTG. RAIL ;� F;; ce.No I6-0 �3 50.625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+21 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS `" retina Date 202I (SHOWN IN TABLE KEY ABOVE) Li P 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2! 4 1+C2+1 3 2+03+2 4 ui i ede 7rodoct trot 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2) 4 1+C3+11 3 2+C4+2 4 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2; 4 1+C3+1 13 2+C4+2 4 r I 18 3/4" MAX. 1�3"1/2" P 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2' 3 2+C2+2 2 2+C2+2 31. I-MIN.TY 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+ Z Ir' • i::•• :FIN •• •• x 50.625 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3-2 4•• •• • 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4�2 i t . •• • • •• MiG. RAIL 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 I 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 _- 63.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS - _ 6 IN /6 a «.,• OINK KIN..,. • • • • • a • • • • WINDOWS 1070 TECHNOLOGY MN, / CHORA 3E .PACING, OX AND XO !bad gt- ONIK ft,,.,,,K N_ VENICE. FL 34275 • • • • • a,.e ,er DOC WN.mK • P.O. 60X 152911 AIU)Cf. AOI� IZONTAL ROLLER WINDOW, IMPACT .: . ice'' • -: • &,n[ GaMyIIa �"' A. LYNN MILLER, P.E. G�� F.K. o,t 228A06 By J.J. pd. 323/06 FL 34ti40 • �rn� &eu HR710 NTS 10 4. 11 4127-10 G P.E.#sa705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. 3.4 KSI r 1 3/4' MIN. E.D. TYP. CONCRETE r •. 1" MIN. EDGE . NOTE 1 1x WOOD •• BUCK, t / NOTE 3 ' ;1 /MA ifj . } I SHIM CONCRETE ANCHOR, NOTE 1 WOOD ANCHOR, NOTE 2 DETAIL A WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 1 3/9" MIN. DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 CONCRETE ANCHOR NOTE 1 "MIN. EDGE 1x WOOD BUCK, NOTE 9 J DETAIL F /4' MAX. SHIM 114' MAX. SHIM f I-.- 1 1/4" MIN. I o (1.5 KSI CMU) • OR PER NOTE 1 I jI ' (3.4 KSI CONCRETE) I I_ >1" 13/4 a EXTERIOR INTERIOR '• MIN. E.D (HEAD & SILL DE II TYP. 4 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR TYPICAL FLANGE FRAME JAMB SECTIONS 1-'7J/" "I r 1 3/4" MIN. MIN. 3.4 KSI CONCRETE 1/4" MAX. SHIM • NOTE 1 Or De. DETAIL C 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM 1 SEE } NAILING 1 3/8" MIN. 1.' MIN. EbGE DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS Rdwislorer Rey. By. Rood 08 DMe ReM,.rs Orwn ar F.X. Cnrb# BY 2/28/06 J.J. De.: 3/23/06 •• ••• • • • • 2-1/2" MAJ•EMBE4 •• ••• • 1070 TECHNOLOGY DRIV: N. VENICE. FL 3427: P.O. BOX 1529• NOKOMIS, FL 342M• • SEE NAILING NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 2-12" MIN. EMBEDMENT 5/8" MIN. EDGE 49 I DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 12" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. EDGE • • f-12" MIN. • • • • • 5/8' MIN. SEE NAILING D€TAIL•G (91LL•) • • DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS ••• ••• kali • G 'Visibly y Betted • ••• AFHG A E QETAILS ALUM. ISO41/ZONTAL ROLLER WINDOW, IMPACT a•rwa.t • awe • axe o+"•o R, HR710 Half 11 > 11 4127-10 G PRODUCT REVISED ns cnmptying with 81e Florida Bvilang Coe Ac«print No IG-o 14.C3 Expiration Date •:Y PJ 2021 A. LYNN MILLER. P.E. P.E.# 5E705 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) [PGT IfdustFies; Inc. 7 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and tie AHJ may immediately revoke, modify, or suspend the use of such product or material within theirttrriidlCtion. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dada ci in y ProdWcontrol Section that this product or material fails to meet the requirements of the applicable tivi4itig cod!.....' This product is approved as described herein, and has been designed to comply vtiitlahe Florida Building• Code, including the High Velocity Hurricane Zone.- .... • • • • DESCRIPTION:,Series "CA-740"_Outswing Aluminum. Casement Window - •••••• •. • APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement \iJtiA.v, Deta2ls'.iM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, prgpared.by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami —Dade County Itoduct•Contrpl j;Prvjsion stamp with the Notice of Acceptance number and expiration date by the Miami: -Dick County Product Control Section. • • • . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mismidade.zov/economy - - ___- - --.ti _ e •• .... ... • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant , • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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 NOA# 15-0519.13 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 Manuel Perez, P.E. ' -` AMIAMI DADS COUNTY ._ NOA No. 16-0629.2V Expiration Date: April 11, 2018 Approval Date: _ August 11, 20160 Page 1� • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC slidint•g1m door, a PVC fixed window and an aluminum sliding glass door, usigg: jtQdispdte 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTT"'rkacer system and XL • • EdgeTM spacer system at insulated glass, prepared by Fenestraaipi( Tisting Laboratory. Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8 ,10, dated..U/16/1 06/07/16 and 06/02/16 respectively, all signed and sealed by Icrailmis Orteer,•P . • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . . : •. . 2) Uniform Static Air Pressure Test, Loading per >'`$C, TAS 212-94 • • 3) Water Resistance Test, per FBC, TAS 202-14 • : 4) Large Missile Impact Test per FBC, TAS 241-94 • 5) Cyclic Wind Pressure Loading per FBC, TA8 203--94 • • • . ; • • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 •• along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/16/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.13) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E-1 aitalk.y) Manuel `' "e `Q.E. Product Contro Exa iner NOA No. 1 - 629.21 Expiration Date: April 11, 2018 Approval Date: August 11, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.13) 2. Statement letter of no financial interest, dated May 16, 2015, issued by mmtifivurer, signed and sealed by Anthony Lynn Miller, P.E. • • • •• • (Submitted under previous NOA No. 15-0519.13) • 3. Proposal No. 16-0125 issued by the Product Control Section, dgte.Q March 09, 2016, • • signed by Ishaq Chanda, P.E. • • • • • • • • • • •• •.•• .... G. OTHERS • • •• 1. Notice of Acceptance No. 15-0519.13, issued to PGT Industrie§ fpgkeir Serie "CA- 740" Outswing Aluminum Casement Window - L.M.I." approled tin:07/16115 and expiring on 04/11/18. • • • . . ..• . ...• . • . E-2 • •• Manuel Perez Product Control Examine NOA No. 16- 29 1 Expiration Date: April 11, 2018 Approval Date: August 11, 2016 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED 70 RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING 70 THE REQUIRED DESIGN PRESSURE. THE 33-1 /396 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724: ELCO ULTRACON NOA; ELCO CRETEFLEX NOA ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Glass Types Sheet 4 1; 5/16" Lami (1/8 An - .090' PVB - 1/8 An) 1; 5 2 7/16" Lami (3/16 An - .090" SG - 3/16 An) 6 3 7/16" Lami (3/16 HS - .090" SG - 3/16 HS) 7 4 7/8' Lami. IG (1/8" An - 7/16' Air - 1/8" An - .090" PVB - 1/8" An) 5 5 7/8" Lami. IG (1/8" T - 7/16" Air - 1/8" An - .090' PVB - 1/8" An) 8 6 7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" An - .090" SG - 3/16" An) 9 7 7/8" Lami. IG (3/16' An - 114" Air - 3/16" HS - .090" SG - 3/16" HS) 7 8 7/8" Lami. IG (3/16' T - 1/4" Air- 3/16" An - .090" SG - 3/16" An) 9 9 7/8" Lami. IG (3/16' T - 1/4' Air - 3/16" HS - .090' SG - 3/16" HS) 7 PVB". BUTACITE"O PVB BY KURARAY AMERICA, INC. SG". SENTRYGLAS® BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4" MAX. —� A 69 VIS cue LIGHT HEIGHT (DLO) 3T' WIDTH 25.476' MAX. O.C. IF WIDTH IS UNDER 33.476" (HEAD & SILL ,' —•► B, SEE SHEET 2 `\,I / A I 1\ r I 1 \ , \ I\ I / I ,I IF / I / I I / 7 /' 1/ �1 f i 17-1/2" MAX. A, SEE O.C. SHEET 2 6" MAX. O.C. USE ANCHOR PAIR AT EACH JAMB IF — HEIGHT IS 26.OR OVER 5/16' LAMINATED GLASS STACK .090' BUTACITE•PVB i BY KURARAY AMERICA. INC. 1/8' ANNEALED C ASS 1 /8' ANNEALED GLASS EXTERIOR a 0 4 9I• 1:11/16" 11 7 0 GLASS TYPE.1/ 7/8' NOM. GLASS STACK 7/16-AIRSPACE 1/8' ANNEALED OR TEMPERED GLASS EXTERIOR 76" a�j HEIGHT 4' MAX. 4v 30' VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW 4-12' MAX. O.C. IF W DTH IS 33.476" & OVER (HEAD & SILL) STANDARDS USED: .2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 • AISI-S100-07/52-2010 GENERAL NOTES 1 ELEVATION 1 GLAZING DETAILS 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS . 3 ANCHOR SPECIFICATIONS 4 ANCHOR QUANTITIES 4 DESIGN PRESSURES 5-9 ASSEMBLY DETAILS/BOM 10 EXTRUSIONS/SPACER . 11 • • • A. LINN MILLER, PC. • P.E.A 58705 • • •• • • • F__ 5/16' LAMINATED GLASS STACK -1/8• ANNEALED GLASS 7l16' LAMINATED GLASS STACK 3/16" ANN NEAT -STRENGTHENED EXTERIOR 7/8' NOM GLASS STACK EALED OR GLASS o 1 �.I AZei I�L .090' SG®BY KURARAY AMERICA. INC. 3/16' ANNEALED OR HEAT-STRENGTHENED GLASS 11/16" GLASS BITE GLASS TYPES 2 & 3 -h._ 7/16' LAMINATED GLASS STACK 090' BUTACE•PVS 1/4'AIRSPACE BY KURARAY 3/16" ANNEALED AMERICA, INC. GLASS 1i8"ANNEALED 8 GLASS EXTERIOR i11111 R1 11/16" GLASS BITE a;�I 0 lJ! z GLASS TYPES 4 & 5 • 1374 E HNOL7Y DRIVE N. yENgBE, F• 34275 • Q.O.•UOX •52P. N(y<O/SS, FL94274 CERT. OF AOTH7 Jj29296 7/8• NOM_ GLASS STACK EXTERIOR 3/18" ANNEALED OR "-NEAT-STRENGTHENED GLASS .090" SG•BY KURARAY AMERICA. INC. ANNEALED OR HEAT -STRENGTHENED GLASS 11/16' GI ASS BITE GLASS TYPES 6 & 7 7/16" LAMINATED (0 SS STACK 3/16' ANNEALED OR MEATSSTRENGTHENED GLASS 1l4' AIRSPACE �" 090" SGfi' BY KURARAY 3/16- TEMPERED ' AMERIU.INC. CUSS _' 3/18• ANNEALED OR QHEAT -STRENGTHENED GLASS 37ijh© 11/16' GLASS BITE GLASS TYPES 8 & 9 Revised By: Dote: JR 05/05/16 Revised By: Dole. Revision B: ADDED SHEET 11 WITH SPACERS. Revision A: PRODUCT REVISED complying with Itre Florida Building R Coc k // � a`epta0ce p-No J062 21 Eo srattan Date 20la GLAZING DETAILS Orcan By: J ROSOWSKI Title: Duie: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Scries/Modei: Scots: Sneet. Dro.iny No. CA-740 NTS 1 OF 11 MD-CA740-LM Rev: B • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0041 • • INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. EXTERIOR AS REQUIRED PER TABLE 3, SHEET 4 (22 ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB WINDOW HEIGHT VISIBLE LIGHT HEIGHT (DLO) ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB INSTALLATION OPTIONr3 t INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. • CONCRETE •1 PER ANCHOR y REQUIREMENT EDGE DISTANCE EMBEDMENT JAMB HARD- WARE CONCRETE/CMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. BUCK HEIGHT ATTACHED TO FRAME JAMB VERTICAL SECTION B-B EDGE DISTANCE EMBEDMENT OPTIONAL ADDON FLANGE Q HEAD, SILL 8 JAMBS INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4' MAX SHIM 82 24 ATTACHED TO BUCK WIDTH 15 16 VENT SILL O1 INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. ATTACHED TO RAME SILL ® C o `J�E G�7 OPERATOR ARM ATTACHJFWTO VENT SILL -VISIBLE LIGHT WIDTH (DLO) FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. SEE DETAIL Al, BELOW 1 NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4". 1X WOOD BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1 4' MAX SHIM EMBEDMENT BEL • WINDOW WIDTH 0 39 10 I 1 © SSTEEL SELF -DRILLING SMS, SEE TABLE 3. SHEET 4. DADE APPROVED MULLION, ALUMINUM. STEEL FRAMING OR STEEL STUD. HORIZONTAL SECTION A -A 10' MAX. •• ••• ••• • • - y • ' • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • A. LYNN MILLER, RE- 8E.# 58705 L.—... SEE DETAIL A2, BELOW • • • • ••• 101! IL!HNOL Y CRIVE N.•VE1�CC, 34275 • 0•■ 8OX a29 NCkKl1ls, FL:54274 CEPT_ OF AUTO. #29296 EXTERIOR EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH - 73-12 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH -7-12 1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT - 6 COMBINATION UNITS. ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT - 7 WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) F Window Anchor Type LC. Wldth A B.CBD y 17'-22.9' 0 0 'a 23"-25.9' 0 1 > 26"+ 1 1 I- Wlndow Anchor Type - Height A B, C 8 D I it-22.9' 0 0 23"-25.9' 0 1 26,1- 1 1 Revised Dy: Dote: Rev.sron B: Rev.s,nn A: PRODUCT REVISED as ...plying swat the Flu Sandia Code ircob�q.2! Aocepteace No-1�,�� Eviratign Date lr 1201 CROSS SECTIONS & INSTALLATION J ROSOWSKI Atre: CASEMENT WINDOW DETAILS - LM & SM Date: 08/08/12 Series/Model: Scale: Sheet: Droving No. Rcv: CA-740 NTS 2 OF 11 MD-CA740-LM B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 40110 • • CASEMENT (X) WINDOW HEIGHT <a JIB � WINDOW • WIDTH 740 SERIES CASEMENT WINDOW 2 k- EXTERIOR FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GI ASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS'. 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED - (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. 740 SERIES CASEMENT WINDOW CASEMENT / CASEMENT (XX) r-- 10-, SEE NOTE 7, THIS SHEET r 1 FIGURE 1: 740 740 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WINDOW z <, a 1 AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 2: 10', SEE NOTE 7, T THIS SHEET MIN. # 12 X 7" SMS THROUGH INSTALLATION HOLES 740 SERIES EXTERIOR FRAME ASSEMBLY CASEMENT TUBE WINDOW HORIZONTAL SECTION C-C MIN. #12X 1' SMS THROUGH INSTALLATION HOLES EXTERIOR 740 SERIES AWNING WINDOW O FRAME ASSEMBLY TUBE 740 SERIES —CASEMENT —.— WINDOW FRAME ASSEMBLY _ �E TUBE 740 SERIES FIXED WINDOW 'SEE PRODUCTS NOA FOR INSTALLATION SPECS 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT — WINDOW EXTERIOR ♦ — 740 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E •• ••• . • . • • •• 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGLERES 1 8 2, TI•S SMEE•. DB#ERMINRYOPR l 4CHOR GROUP FROM TABLE 3, SHEET 4. • • •• •• •• •• •• • •• 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. • • • •• • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE (PSFtft4%FOR OWS it1tACHSD TO A • VERTICAL FRAME ASSEMBLY TUBE' OR -DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. • ••• ••• .• ••• 4) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERIMNE THE NUM;R OF ANCHORS YEEIED IIFTHE HEAD, SILL AND JAMBS OF YOUR WINDOW. • • • • • • • • • • • • • • • • • • • • •• 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL �-tJFIjORS #y'i^,OUGH �g WINDOW FRAME INTQ THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAM INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). PRODUCT REVISED complying with the Fttrddx Building Code .AccapteIG'Crxdirate.a .21 . Ex, itDate e By J /. Miami ode FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS. USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS. WITH MIN. #12 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX- FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Requited on each Sick, of the Frame Assembly Tube (FAT) r Window Anchor Type LL Width A B,C6D S! 17' - 22.V 0 0 1 23'-25.9' 0 1 > 26'+ 1 1 Window Anchor Type it Height A B. C & D t 17'-22.9' 0 0 23' - 25.9- 0 1 26, 7 1 N 07 O 07 $ O SEMENT WINDOW DETAILS - LM & SM � m LL 0 0 CO Z O CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Window Anchors Required Window Wdth 5n) under 23' 25-15/16' 27-3/4' 30' 33-1/2' 35' 3r Anchor Group Anchor Group Anchor Grote Anchor Group Ardor Group An Oar Group Anchor Group A B C60 A 8 C6D A B C&D A B 060 A B C&D A 8 C&D A 8 C&D -6 s ruder 23'Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 25-75178' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 �� 38-Head/Sill Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 413" Jamb 4 4 4 4 6 4 4 6 4 4 6 4 4 6 4 4 6 4 6 8 4 Head/Sal 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 S6" Jamb 4 6 4 4 6 4 4 6 4 4 8 4 6 6 4 6 6 4 6 6 4 Head/Sit 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 6 6 4 6 6 4 6 8 4 6 8 4 6 8 4 6 8 4 6 8 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 63" Jan* 6 6 6 6 8 6 6 8 6 6 8 6 6 8 6 6 8 6 6 8 6 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 n, Jamb 6 8 6 8 8 6 8 8 6 8 10 6 8 10 6 8 10 6 8 10 6 Head/Sal 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 76' Jamb 6 8 6 8 8 6 8 10 6 8 10 6 8 10 6 8 10 6 8 10 6 Head/Sal 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 ayJamb 8 8 6 8 10 6 8 10 6 8 10 6 8 10 8 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 TABLE 3: Group Anchor Substrate Mln. Edge Distance Min. O.C. Distance Min Embedment Anchor Plate Required? A 1/4' steel Ultracon Hollow Block 1' 6' 1-1/4' No #14, steel SMS (G5) or #14, 410 SS SMS 5. Pine 5/8' 1' 13/8' No 6083-T5 Alum. 3/8' 5/8' .050' No A36 Steel 3/8' 5/8' .050' No A653 Stud, Gr. 33 3/8' 5/8' .035', 20 Ga. No B #12, steel SMS (G5) or #12, 410 SS SMS S. Pine 5/8" 1' 13/8' No 606345 Alum. 3/8- 5/8' .050' No A36 Steel 3/8' 5/8" .050' No A653 Stud, Gr. 33 3/8' 5/8' .035', 20 Ga. No C 1/4' steel Ultracon 2.65k Concrete 2-1/2' 4' 13/8' No 2.85k Concrete 1' 4" 1-3/4' No Hollow Block 2-1/2' 5' 1-1/4" No #12, steel SMS (G5) or #12, 410 SS SMS S. Pine 5/8' 1" 13/8' Yes 6063-15 Alum. 3/8' 5/8' .0713' Yes A36 Steel 3/8' 5/8' .050' Yes A653 Stud, Gr. 33 3/8' 5/8' .045', 18 Ga. Yes p #14, steel SMS (G5) or #14, 410 SS SMS S. Pine 5/8' 1' 1-3/8' Yes 6063-15 Alum. 3/8" 5/8' .0713' Yes A36 Steel 3/8- 5/8' .050' Yes A653 Stud, Gr. 33 3/8' 5/8' .045', 18 Ga. Yes 1l4' steel Ultracon 2.85k Concrete 1' 4' 13/4" Yes 2.65k Concrete 2-1/2' 4' 1-3/8' Yes Hollow Block 2-1/2"5' 1-1/4" Yes Filled Block 2-1/2' 4' 1-3/4' Yes 1/4' 410 SS CreteFlex 3.35k Concrete i' 5' 13/4' No Hollow Block 2-1/2" 5' 1-1/4' No 5/16' steel UBmcon 3.5k Concrete 1.1/4' 5' 1-3/4' No Hollow Block 3-1/8' 5' 1-1/4' No Filled Block 2-1/2' 5' 1-3/4' No NOTES 1) ANCHOR MUST EXTEND A MINIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. TABLE 4: Jamb Snubber Locations Glass type: PVB SG (Types 1, 4 & 5) (Types 2, 3 & 6-9) 63' and None 1Y max. from fBCh 1 i less Required m,eO C 12" max. from 12' max. torn 1 oter 63' each end & 30" max O.C. each end & 30' max O.C. PVB - BUTACITO8,yB BY KURARAY AMERICA, INC SG'= SENTRYGLAS'BY KURARAY AMERICA, INC. 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW: 7/16" ANNEALED SG LAMI. GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE, +70/- 80 PSF DP REQUIRED. NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB. FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. 0) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS ( SEE SEPERATE NOA): A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-83.1. •• • • • • • • • • •• B) FOR THE JAMB, FROM TABLE 3, ANCHOR i'(PBfC H•S 181E ANCHOR AND SUBSTRATE DESIRED ANDS)OES NOT REQUIRE }HE ANCRORIPLAIE. • • •• • • • • • • • • C) FROM TABLE 28, 5 ANCHOR ARC R.E:UII ii �,R1•EACMC •• •• D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. • • • • • • • • • • • • F) PER RULES ON SHEET 24INSTA•L 1 ADDITIONS" ANCHc ON TH: FRAME : ASSEMBLY TUBE SIDE OF 1NE FIXED CASEMEt (HE/It & AILL4 • • • • • • • • •• • • • • • • •• • • • • • • • • 106' PRODUCT REVISER) 4s cemplyin8 wish the Flortds Bui lding -O No l�o�o'�1.2! -rat Date ^:SlI■ •s1$ B SAMPLE CONFIGURATIONS: X? O O O X O x X O 4'� 25' 10' 4 4' twl 10- -► 20' + 20' ►{ 48" 13.25" T 1 4 ('4 CO O o O F— H Z G 0 Z W 0 } QO j < K m CERT. OF AUTH. #29296 A. LYNN MILLER, RE_ P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 5: - Design Pressure (pat) br Single Windows, A5 Anchor Groups Window Width +urlder23"% 25-15/16' 27-3/4' 30' 33-1/2" 35" 37 m S i60" under 23" +70/-00 +70/.90 +701-90 +70/-90 +70/-90 +70/-90 +70/-00 25-15/16" +70/-90 +70/-90 +70/90 +70/-90 +70/90 +701.90 +70/-90 :38-3/6".. +70/430 +70/-90 •70/-90 +70/-90 +70/-90 +70/-90 +70/-90 48" +70/90 +70/-90 +70/-90 +70/-90 +70/-00 +70/90 +70/-91 ;_50.5/7 +70/-90 +70/-90 +70/90 +70/90 +70/-90 +70/-90 7+70/-89.2 +701-90 +70/-90 +70/-90 +70/438.5 +70/-60.6 +70/-77.7 +70/-74.3 63" +70/-90 +70/-90 +70/-90 +70/-84.3 +70/-76.5 +70/-73.7 +70/-70.1 72" +70/90 •70/-87.2 +70/-77.7 +60/-71.5 +601- 62.4 +601. 60.9 +/- 59.3 76" +70/50 +70/-84.6 +70/-75.7 H87.3 +/- 58.9 +/- 57.2 +1- 55.6 84" +70/90 +70/80.4 +70/-71.3 .60/82.1 +1- 54.2 FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB -1/8 AN) 4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8° AN - .090" PVB - 1/8" AN) PVB". BUTACITEraAVB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 84 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 14 1116 - la,15,12 / PRODUCT REVISED as complying wisb the Florida Building Cate. ��r� Aocepten. NotfdYitll_ �syys...;;;;1 -21 Expiration Date IL 18 Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube Window Width unrier23" 25-15/16" 27-314" 30' 33-1/2" 35" 37 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Gawp Anchor Group Anchor Group A B C D A B C&D B A,CBD B A,C&D A B C&D B A,CBD 8 A,CBD g g under 23" +70/-90 +70/-90 +70'-90 +70/-90 +70/-90 +70/-90 .70/-90 +70/-90 +701-90 +70/.90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70'-90 +701-90 25-15/16" +70/-90 +70/-90 +70-90 +70/-90 +70/-90 +70-90 +70/-90 +70/-90 +70-90 .70/-90 +701-90 +70/-90 +70/-90 +70/-90 *70/-90 +70/-90 +70!-90 +70f-90 38-3/8" +70/-90 +701-71.6 +701-90 +70/-90 +70/-81 *70'-90 +70/-90 +70/-90 +70-90 .701-90 +70/-90 +70/-90 +76690 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 417 +70/-73.1 ./-57.3 +70/-90 +70/-90 41-64.8 +70/-90 +701-90 +70/-90 *701-90 +70/-87.8 +70/-90 +70/-90 +701-78.6 +70/-90 +70/-90 +70/-90 +70/-88.9 +701-90 50-5/8" */-69.3 +154.3 +70/-90 +70/-90 +1.61.4 *70'-90 .70/-90 +70/-90 +70'-90 +70/-832 *70/-90 +701.90 +70/-74.6 +70/-90 +70'-89.2 +70/-90 +70/-84.3 +70/4392 60" +/-58.5 +/-458 +70/-84.7 +701-90 +/-51.8 +70/-81.2 +70/-90 +70'-75.9 +70-90 +701-70.2 +7U-88.5 +701-80.3 H529 +70/-80.6 +70/-75.2 +70/-77.7 +70/.71.2 +70/-74.3 63" +/-55.7 +/43.6 +70/-80.7 +70'-895 */49.3 +70/-77.3 +70/-90 +70'-72.3 +70/-90 +/.66.9 +70/-84.3 +70/-76.5 +1-599 +70/-76.5 *70/-71.6 +70/-73.7 +1.67.8 +70/-701 • Design Pressure (pat) br Windows Attached to a horizontal Frame Assembly Tube Window Width under23' 25-15/16' 27-3/4' 30" 33-1/? 35' 37 Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group All All Al A0 6 A,CBD A B C8D A 8 C&D ore i I60' under 23' +70/-90 +70/-90 +70/-90 +70/-90 +70/432.1 +70/90 +70/90 +70/-78.5 *70/-90 +70/-90 +70/-74.3 +70/ 90 25-15/16' +70/90 +70/90 +70/430 +70/90 +70/-90 +70/-00 +70/88.8 +70/-90 +70/90 +70/-84 +70/90 +70/90 38--3/8' +70/90 +70/90 *70/90 +70/-93 +70/90 +70/90 +70/90 *70/90 +70/90 +70/-90• • .7y1ooq, •*713•90 48' +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/+70/-900 +70 +70/-90 +70/-90 +70/410 +70/9S 0.70•90 4 50-5/8" +70/-90 +70/-90 +70/-90 *70/-90 +70/-90 +70/-90 +70/-90 *70/-90 +70/-90 +70/85.? *70/- i7••0/�9.2a• +70/90 +70/-00 +70/90 +70/-865 +70/80.6 +70/80.6 +70/-77.7 +70/-77.7 +70/-77.7 +70/-74.3 •+70/-74.• •70/.4/4.3a 63" +70/90 +70/90 +70/90 +70/-84.3 +70/-76.5 +70/-76.5 +70/-73.7 +70/-73.7 +70/-73.7 +70/-7e.1' +7(i7-1/6.! +70/-70.1 77 +70/-90 +70/-87.2 +70/-77.7 +70/-71.5 +60/-62.4 +601-62.4 +60/-60.9 +60/-60.9 +60/-60.9 */59.3 +/59.3 +/59.3 76" +70/90 +70/434.6 +70/-75.7 +/-67.3 +/-58.9 +/58.9 +/-57.2 +/57.2 */-57.2 +/-55.6 +/-55.6 +/-55.8 84" +701-90 +70/80.4 +701-71.3 +60/-62.1 +/-54.2 +/-54.2 • • • • • • • NOTES. 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REOUIREMENTS. • •• • • • • • • • • • FRAME ASSEMBLY TUBE WINDOW HEIGHT 10" MAX ADDITREQIO.NAL • • 111) ANCHOR (4), IF 1 • • 1 • • •• ,•WINDOW / • i t//DTH • SEE4SHEETS0 • 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY •TUBE. • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 10" MAX WINDOW HEIGHT L w IDOw WIDTH FRAME ASSEMBLY / TUBE ADDITIONAL ANCHOR (4). IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR OCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. z 0 N CO 0 CO o cn 0 m0�y 3 LL d7f 2 J (n -J F- W 0 0 0 z H z W 2 W Tn u < 0 LL O 5 O <n Z O U CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P. E.0 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 8 - Design Pressure (psi) for Single Windows, Ali Anchor Groups Window Width under 23' 25-15/16' 27-3/4" 30' 33-1/2' 35' 37' w = F under 23' +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 25-15116" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 383/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 48' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 50-5/8" +90-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 60' +90/-130 +90/-130 +90/.130 +90/-130 +9d-130 +90/-130 +90/-130 63" +90/-130 +90/-130 +90-130 +90-130 +90/.130 +90-130 +90/-129.6 72" +90/-130 +90-130 +90/-130 +90/-130 +90/-129.1 •90/-122.5 +90/-113.8 76' •90-130 +90/-130 +90/.130 +90/-130 +901-124.1 +90-116.7 +90-107.8 84" +93/-130 +90/-130 +90/-130 +90/-130 +90/-116.4 TABLE 9: WINDOW HEIGHT L WINDOW WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) SG, SENTRYGLASaBY KURARAY AMERICA, INC. IY.2J PRODUCT Rw the Florida as ED mmplyin8 �/ Building Code I(O'c.4, 9.2! AEcnP4mac Fb 2. -ration Date By hli Design Pressure (psf) fa Windows Attached to a Vertical Frame Assembly Tube Window Widh under23" 25-15/16" 27-3/4" 30' 33-1/2' 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B CPD 5 A,CBD A B CIO A B C 8 D B A,CBD A B C 8 0 r3 = g F under 23" +70/-90 +70-90 .701-90 +701-90 +70/-90 +70/.90 +70/-90 +70/-90 +70-90 +701-90 +70/-90 +70/-90 +70/-90 +70-90 +70/-90 +70/-90 .70/-90 +70-90 +701-90 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +70/-90 +70.90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 .70/-90 +701-90 +70-90 +70'-90 +70/-90 •70/-90 +70/-90 +70/-90 +70/-90 383/8" +70/-90 +70-71.6 +70/-90 +70/-90 +70/-81 +70/-90 +70-90 +70/-90 +70/-90 +70-90 +751-90 +70/-90 +751-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 48" +70/-73.1 . -57.3 +70/-90 +70/-90 ./-64.8 +70/-90 +70-90 +70/-90 +70/90 +70/-90 +701-7.8 .70/-90 +71Y-90 +70/-90 .701-90 +70/-90 +70-90 +70/-90 +70-88.9 +70/-90 50-5/8" ./-09.3 ./-54.3 +70/-90 +70/-90 ./51.4 +70/.90 +70/-90 +70/.90 +70/-90 .70/-90 +70-83.2 +70/-90 +7(Y-90 +70/-90 +70/-90 •70/-89.2 +701-90 +70/-90 .7064.3 +70/-90 60" ./58.5 +1-45.8 +70/.84.7 +70/-90 +/51.8 +70/91.2 +70-90 +70-75.9 .70'-90 +7049.6 +70/-70.2 +70/-90 +70/ 80.3 +70.78.0 +70-90 +70-752 .70/-90 +70/-90 +70-71. 2 .701-90 63" +/-55.7 ./-43.6 +70/-80.7 +7099.5 +/-19.3 +701-77.3 +70/-90 +70/-723 +70'-90 +70/.853 +156.9 +701-90 +70/-76.5 +70/-74.9 +70-90 +70/-71.6 +70/-90 +70/.86.5 ./97.8 +70/-90 TABLE 10: Design Pressure (psf) tar Windows Attached to a Moniontal Frame Assemby Tube Window Widh under23' 25-15/16' 27-3/4" 30" 33-1/2" 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Mcha Group Anchor Group Anchor Group Al All All All 6 A,C8D A B C 8 D A B C&D 0 I g g under 23" .70/-90 +70/-90 +70.90 +70/-90 +70-821 +70/-90 +701-90 +70/-78.5 +70/-90 +70/-90 +70/-74.3 +7d-90 2515/16" +70/.90 +70/-90 +701-90 +70/-90 +70/-90 +70'-90 +70-88.8 +701-93 +70/-90 +70/-84 +70/-90 .70'-90 38-3/8" +70/-90 +70-90 +70-90 +7W-90 +70/-90 +70+90 +701-90 +70/-90 +70/-90 .79/ % • 1T0F9i0 • +7Y-90 48" .70/-90 +70/-90 +70/-90 +70/-90 +70/90 +70/-90 .701-90 +70/-90 +70/-90 +70 190 +70/-1 • .7290• 50-5/8" +70-90 +70/-90 +70'-90 .70/-90 +70/-90 +7000 +70'-90 .70-90 +70/-90 +7d-9(i +7490 • +711(-90• 60" +70/-90 +70/90 +70/-90 +70/-90 +70/-90 .70/-90 +70-90 +70-90 .70-90 +70/-90 1 +70/46 ➢ +72-909 63" +70/-90 +70/-90 +70/-90 +70/-90 .701-90 +70/-90 +70-90 +70i-90 +70/-90 +70/1X11 +70/-90 + a-90 72" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +79/-90 +70,-90 +70/-90 +70/-90 +70/-90 +701-90 +751-90 76" +70/-90 +70/-90 +70/-90 +701-90 +701.90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 84" +70i-90 +701-90 +70.90 +70/-90 +70/-90 .7d-90 • • • • • • • NOTES 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • a WINDOW HEIGHT 10" MAX • • • • • •_ WINDOW • • • •WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. •SE;SHEET�1.F•4 FOR WINDOW ANCHOR LO ATItdSNSAANND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• ••• • • • • •• 10' MAX WINDOW HEIGHT L WINDOW I v WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 84 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. o 0 o° co 0 m0 o � o � U- 0 "m (C) /n H-- Z O ti o¢ �U CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.4 56705 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ea,zz,z4,e6 L-. Design Pressure (ps0 for Singk Windows, All Anchor Groups Window Width under23" 25-15/16" 27-3/4" 30" 33-1/2" 35' 37" 0 1 t under 23" +90-130 *90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 25-15/16" +90/-130 .90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 38-3/8' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 *90/-130 +901-130 48" +901-130 .90/.130 +90/-130 +90/-130 +901-130 +90/-130 +907-130 50Lr8' +90/-130 +911-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 60" +90/.130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 63' +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 .90/-130 72' +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 76" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 84' +90/-130 +90/-130 *90/-130 +901-130 +90/-130 • FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16° HS - .090" SG - 3/16" HS) 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) SG'= SENTRYGLAABY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW wIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED Buiwnpiying with 6rc Fluids ld:g Code 160-06.X.Z) Arzsptano+ No Exr>'nnioe Erste d 7r1U' ib Desigl Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube Window W idh under 23" 25-15/16" 273/4" 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Graup Anchor Group Anchor Group Anchor Group A B C 0 A B . COD B A,C&D A 6 C&D A 8 C & D B ABC&D A 8 C & D Y € Y under 23" +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 «701-90 +70/-90 +70/-90 +70/-90 +70/-90 .70/-90 +701-90 +7W-90 +7V-90 +70/-90 +701-90 +70/-90 .70/-90 •ro-90 2515116" +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 .70/-90 +70/-90 .701-90 +70/-90 +70/-90 +70/-90 +707-90 .70/-90 .71Y-90 .70/-90 .70/-90 +701-90 +70/-90 .70/-90 38-3/8" +70/-90 +70/-71.6 +70/-90 +70/-90 +70/-81 +701-90 +70/-90 +701-90 +70-90 +70/-90 •701-90 +70/-90 .701-90 +70/-90 +70/-90 •70/-90 +70/-90 .70/-90 +70/-90 +70/-90 48' +70/.73.1 *1.57.3 .70/-90 +70/-90 +1-64.8 •70/-90 +70/-90 .70/-90 .70'-90 .70/-90 +70/-87.8 +70/-90 +71Y-90 .70/-90 +7(Y-90 .70/-90 *70/-90 .70/-90 +70/.88.9 +70/-90 50-5/8" .1-69.3 +1-54.3 +70/-90 +70/-90 •/-61.4 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +701-83.2 +701-90 +70/-90 +70/-90 +70-90 +70/892 +70/-90 +70/-90 +70184.3 +70/-90 60" +/.58.5 ./.458 +70/847 +70/-90 +/-51.8 .701b1.2 +70/-90 +70/-75.9 +70/-90 +70/89.6 +701-70.2 +70/-90 +70/.80.3 +701-78.6 +70-90 +701-75.2 +70/-93 .701-90 .70-71.2 .70/-90 83" +1-55.7 ./.43.6 .70/807 +70/-9.5 +/-49-3 +701-773 *701-90 •7a-72.3 +70-90 +701-85.3 +/.96.9 +70/-90 +70/-76.5 +70/-74.9 +7090 +70/-71.6 *70/-90 .70/.86.5 +1-67.8 +70/-90 Desgn Pressure (ps0 for Windows Attached to a Horoonlal Frame Assembly Tube Windom Width under 23" 25-15116" 27-314" 30" 33-1/2" 35' 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Gawp Anchor Group All AO All All B A,C&D A 8 C&D A 8 C & D z ii i under 23" +7d-90 •7d90 •70/-90 +70-90 +70/82.1 *7090 +70'90 +70/-78.5 +70/-90 +70-90 +70/-74.3 +70/-90 25-15/16' +70-90 +70-90 +70-90 +70/90 +70-90 .7d-90 +70/88.8 •70/-90 +70/-90 +70/-84 +70/-90 +7O/-90 38-3/8' +71Y-90 +7d90 +7090 +7d90 +70-90 .70/-90 +7a-90 *70/-90 +70/-90 +701130/ •+/011-90• •70/-9/ 48" .7(Y-90 +7V90 +7a-90 +70+-90 +70/90 .7a90 *7a-90 +70/-90 •70/-90 +IY-90 .490 •:7a)0 1 50-5/8' +7V-90 +70.90 *701-90 +70/90 +7W-90 +7U-90 +WY-90 +70/-90 +70/-90 •70 ( 90• •70/40 1 60' .7(Y90 .7(Y-90 •70/90 +7090 *7(Y-90 +70-90 +7a-90 +70/90 +70/-90 +7 49f •+i"i90 4. • i70.341 63" +70-90 +7090 +70-90 «70/90 +7090 •7d90 +71Y-90 +70/-90 *70/-90 +70/-90 +70/-90 «70/-90 72" *7a90 *7a90 +7090 •7a90 +7090 -7090 +7(Y90 +70/-90 *70/-90 •70/-90 *71Y-90 *70r-90 76" +70/90 *7a90 +7a90 +7d90 +70190 +7090 +7090 +701-90 •70/-90 +70/-90 +70/-90 +70/-90 84" +7(Y90 +70I90 +70 90 +70-90 +70-90 +7a90 • • • • T = • • • NOTES 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • •• T WINDOW HEIGHT iI / / FRAME ASSEMBLY TUBE 10" MAX. ADDITIONAL ANCHOR • • • (4), IF REQ. • • • WINDOW • • •_ I • • • WIDTH I-�- E :HENS re. 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • 10MAX. -H WINDOW HEIGHT L WINDOW W IOTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ARSFMBLY TUBE. 03 0 O 0 ▪ 01) • 0 3 � o ") A. LYNN MILLER, P.E. P E U 58705 m LL 0 (n S Z 0 r- • U CERT. OF AUTF. #29296 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • •• ••• • • . ••• • • TABLE 14: - Design Pressure (psf) br Single Windows, All Anchor Groups Window Width under 23' 25-15/16- 27-3/4' 30" 33-1/2" 35" 37" under 23" +70/-90 +70/-90 +70/90 +70/-90 +70/90 +70/-90 +70/-90 25-15/16" +70/-90 +70/90 +70/90 +70/-90 +70/-90 +70/-90 +70/90 38-3/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 m 46" +70/-90 +70/90 +70/90 +70/-90 +7W-90 +70/-90 +70/-90 2 g60" 50-5/6" +70190 +70/90 +70/-90 *70/-90 +70/-90 *70/90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/68.8 +70/-84.6 63' +701-90 +70/-90 +70/-90 +70/-90 +70/-87,2 +70/-84 *701-79.9 72" +70190 +70/90 +70/-88.5 +70/-81,5 +60/-70 +60169.4 +80/67.8 76" +70/-90 +70190 +70/-86.3 +70/-76,7 *60/67.2 +601-65.2 +60/63.3 84" +70/90 *701-90 +70/-81,3 +60/-70 +60/-61.8 TABLE 15: FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) PVB'. BUTACITEgPVB BY KURARAY AMERICA, INC. WINDOW HEIGHT --- WINDOW wIDTr1 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. t!,18 PRODUCT REVISED as complying with the Florida Building Cow Gia�.Zj Amaptaoce No Eanrration Date 21:3t8 Ay _ /viisrii Design Pressure (pat) br Windows Attached to a Vertkal Frame Assembly Tube Willow Width under 23" 25-15/16' 27-3/4' 30" 33-1/2" 35' 37' Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group Anchor Group Ancho Group A B C 0 A B C & D B A,CIL0 A B CfD A B C 8 D B A,CSD B A,CBD g g5048' under23' *70/90 +70/-90 +70/90 +70/90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 +70/90 +70/90 +70/90 +70/-90 +70/-90 *70/-90 +70/90 +70/90 +70/-90 +70/-90 2515/16' +70/-90 +70/-90 +70/90 *70/-90 +70/-90 +70/90 *70/90 +70/90 +70/90 +70/90 +70/-90 +70/90 +70/-90 +70/90 +70/90 +70/40 +70/90 +70/90 +70/-90 38-3/8" +70/40 +70/-71.6 +70/90 +70/90 *70/-81 +70/-90 +70/-90 +70/-90 +70/-90 *70190 +70/90 +70/-90 +70/-90 +70/-00 +70/90 *70/40 +70/-90 +70/40 +70/90 +70/-73.1 +1-57.3 +70/-90 *70/-90 +/-6i4.8 +70/-90 +70/-90 +70/90 +70/-90 *70/-90 +70/-87,8 *70/-90 +70/90 +70/-78.8 +70/90 +70/-90 +70/-90 *70/-88.9 +70/90 5/8' +/-69.3 +/54.3 +70/-90 +70/-90 */-61.4 +70/-90 +70/-90 +70/-90 +70/-90 +70/90 *70/-83.2 +70/90 +70/90 +70/-74.6 +70/-90 +70/-89.2 +70/-90 +70/-84,3 .70/40 6o' +/68.5 +/45.8 *70/94.7 +70/-90 +/-51,8 +70/-81.2 +70/-90 +70/-75,9 +70/-90 +70/-89,6 +70/-70.2 +70/90 +70/-80.3 +/42.9 +70/90 +70/-75,2 *70/-88.6 +70/-71.2 .70/434.6 63' +/95,7 +/43,6 +70/-80,7 +70/-89.5 +/d9.3 +70/-77,3 +70/-90 +70/-72,3 +70/-90 +70/435.3 +/-66.9 +70/-90 +70/-76.5 +/-59.9 +70/-87,2 +70/-71,6 +70/94 +/97.8 +70/-79,9 TABLE 16: Design Pressure (psi) br Windows Attached to a Horizontal Frame Assembly Tube Window Width I under 23' 25-15/16' 27-3/4' 30" 33-1/2" 35" 37" I Anchor Grote, Anchor Group Anchor Group Anchor Group Ancho Grote) Anchor Group Anchor Group Al Al All All B A,CBD A B C6D A B C&D q,MY4 x g under 23' +70/-90 +70/-90 +70/-90 +70/90 +70/432.1 +70/90 +70/-90 +70/-78,5 +70/-90 +70/-90 •70/-74.3 +70'-90 25-15/16" +70/-90 +70/90 +70/-90 +70/90 +70/90 *70/90 +70/-88.8 +70/40 +70/90 +70/94 +70/-90 +70'90 38-3/8" .70/-90 +70/-90 +70/-90 +70/90 +70/430 +70/-90 +70/90 +70/-90 +70/90 +70/-9a • ini-gp . +V90 I +70/-90 +70/90 +70/90 +70/90 +70/90 +70/90 *70/90 *70/90 0/9 +70 +70490 +70/� • - 5/9tf i• • 50-5/6" +70/-90 +70/90 +70/90 +70/90 +70/90 +70/-90 +70/90 +70/90 +70/90 +70i9Q +794 • +78/90• 60" +70/90 +70/90 +70/90 +70/-90 *70/90 +70/-90 +70/68,6 +70/-88,6 +70/-88.6 +70/-84,6al +70/91.•6 •+78-84,d 63' +70/-90 +70/90 +70/-90 +70/-90 +70/437.2 +70/-87,2 .70/-84 +70/-84 +70/-84 +70/ 797§ + /9.9 +,0/ 79 9 72" *70/90 +70/-90 +70/-68.5 +70/91.5 +60/-70 +60/-70 +60/99.4 +60/-69.4 +60/-69.4 *60/67.6 +80/67.6 +60/67.6 76' +70/-90 +70/90 +70/-86.3 +70/-76.7 +60/67.2 +60/-67.2 +60/-65,2 *60/65,2 +60/435,2 +60/63.3 +80/-63.3 +60/-63,3 84' *70/-90 +70/-80 +70/-81.3 +60/-70 +60/431.8 +60/61.8 • ii • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS, • • FRAME ASSEMBLY WINDOW HEIGHT iTUBE 10" MAX, fa ADDITIONAL ANCHOR • • •• (4), IF REQ. • • � •�,5/INDOWI • VDTH SEQ SHEET• *8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDDTONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • • • • • is • • • • • • • • • • • • • • •• • • • • 6 • • • 10' MAX WINDOW HEIGHT L WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), !FREQ. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. rc Oo Cs/ O cO 00 0 0 W 0 H 0 NQZ a_ cc co ce a • 0 I- Z 0 ▪ U CERT. OF AUTH. #29296 A. LYNN MILLER. P.E. P.E.a 58705 • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • TABLE 17: In' Design Pressure (psf) br Single WIndows, All Anchor Groups Window Width under23" 25-15/16' 273/4' 30' 33-1/7 35' 37' 1 P80' g under23" +90/-130 •90/-130 +90/-130 +90/-130 +90/-130 +90-130 +90/-130 25-15/16" .90/-130 *90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 38-3/8" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 .90/-130 +90/-130 48• •90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 50-5/8" +90/-130 +90'-130 +90/-130 +90/-130 +90/-130 .90/-130 +90/-130 +90/-130 +90/-130 .90/-130 +90/-130 +90/-130 +90/-130 +90/-130 63' +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 77 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-124.6 +90/-115.7 76" +90/-130 +90/-130 +90/-130 +90/-130 +90/-126.2 +90/-118.7 +901-109.6 84' +90/-130 +901-130 +90/-130 +90./-130 +90/-11e.4 TABLE 18: FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16' AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SG'. SENTRVGLASWBY KURARAY AMERICA. INC. WINDOW HEIGHT _t_I WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTMES. PROOUCr REVISED as complying with the Florida Building Code .. h-Y2 E.2+ratiyDist Jg B. Mass Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube Window W idh under23" 25-15/16' 27-3/4' 30' 33-1/2" 35' 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 8 C 0 A 8 C & D B A,C&D A B C&D A B C & D 8 AC&0 A 8 C&D = • g "S under 23' - +70/-90 +70/-90 .701-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 .70'-90 +70/-90 .7N-90 +70/90 +70-90 +70/-90 +70'-90 +701-90 .70/-90 +70/-90 +701-90 +70/-90 25-15/16' +70/-90 +701-90 +701-90 .70/.90 +70/90 +70/.90 +70/-90 *70/.90 +70/-90 *701-90 +70'-90 +70/-90 +751-90 +70/-90 +751-90 .701-90 .70/-90 +70/-90 +70/-90 +70/-90 38-3/8' +70/-90 .70'-71.6 +70/-90 +70/-90 .70/81 +70/.93 +701-90 +701-90 +751-90 +70/-90 .701-90 +70/-90 +70.90 .70/-90 .7a-90 +701-90 +70/-90 +70/-90 +701-90 .701-90 48" +70/-73.1 +/-57.3 *70/-90 +70/-90 ./$4.8 +70/.90 +70/-90 +70/-90 .70-90 +70/-90 .70I97.8 +70/-90 +7W-90 +701-90 +7a-90 +70180 +70/.90 .70/-90 +75'-88.9 +701-90 50-58" +1.69.3 +/54.3 +70/-90 +70/-90 +/-61.4 .70/-90 *70/-90 +70/-90 +70`-90 .70/-90 .70/83.2 +70/-90 +70'-90 +70/-90 .70`-90 +70/89.2 +70/-90 +70/-90 +71.84.3 .70/-90 60' .158.5 ./-45.8 +70/-84.7 +70/-90 +/-51.8 +7081.2 .70/-90 +701-75.9 +701-90 +70/89.6 +70/-70.2 +70/-90 +70/80.3 +70/-78.6 .70/-90 +70/.752 +701-90 +70/-90 +70/-71.2 +70/-90 63" ./.55.7 . -43.6 +70/-807 .7d-89.5 +/-49.3 +71Y-77.3 +70/-90 +70.72.3 +70/-90 *70/.85.3 +/-86.9 +70/-90 +7W-76.5 +70/-74.9 +70/-90 .70/-71.6 .701-90 +70/-865 .1.87.8 +70/-90 TABLE 19: Design Pressure (psf) br Windows Attached to a Horizontal Frame Assembly Tube Window Width under23' 25-15/16' 27-3/4' 30" 33.1/2' 35" 37• Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All B A,C&D A B C&D A B C&D E x� g under 23" • +70/-60 +70/-90 .70/90 +70/90 +70/-82.1 +70/-90 +70/-90 +70/-78.5 +70/90 +70/-90 .70/-74.3 *70/90 25-15/16" ♦70/-90 +70/-90 +70/90 +70/90 +70/-90 +70/-90 +70/98.8 •70/90 +70/-90 +70/-4• •+T,(1•90 • 10/90 • 38-3/8' +70/-90 +70/-90 +70/90 +70/-90 .751-90 .70/-90 +70/-90 .70/90 +70/90 +761-90 +70/00 • 40//-98 48" +70/-90 +70190 +70/-+70/-900 +70 +70/-90 +70/-90 +70/-90 .70/90 +70190 +715,-%0 +0 78/� i 501-1 50-5/8' .70/90 +70/-90 +70/90 +70/-90 +7Q*90 +70/-90 +70/90 +70/90 +70/90 +70/-90• +70/10 • 40/-90 60" +70/-90 +70/90 .70/90 +70/-90 +70/-93 .70/-90 +70/-90 +70/-90 +70/-90 *71,- t !j5/!50 +'0/90 • 63" +70/-90 +70/-90 +70/-90 .70/90 +70/-90 *701-90 +70/-90 .70/90 +70/90 +70/-90 .70/-90 +70/-90 77 +70/-90 .70/90 +70/90 +70/90 +70/90 +70/-90 +70/90 +70/90 +70/90 •70/-90 .70/-90 +70/-90 78' +70/-90 +70/-90 +70/90 +70190 +70/-90 +70/-90 +70/90 +70/90 +70/80 +7490 • • •70/-90 • 41.110/90 a 84" +70/-90 *70/-90 +70/-90 +70/-90 +70/-90 +701-90 • • I . • . NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • WINDOW FRAME HEIGHT ASSEMBLY TTUBE 0' MAX. la • • •• • • • • • • • • • _.,J• • • - .7t17 ADDITIONAL ANCHOR (4), IF REO. SEE gHEFT! 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • 10' MAX } WINDOW HEIGHT WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. N 60 0 �c0 � O W 0 >- H yZ C J W a W cc W ct a o C7 z-6 LLI o0 f� atS -J J_ H W 0 0 z_ z W 2 W 50 r m Il TO 3. 0 fn Z O i U CERT. OF AUTH. #29296 ,6z4q A_ LYNN MILLER. P.E. P.E.F 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • TABLE 20: Item Dwg. # Description Material 1 7032 Main Frame Head, Sill & lamb 6063-T6 Alum. 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top, Bottom & Side Rail 6063-T6 Alum 4 7038 Frame Corner Key Steel 5 7009 Sash Comer Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Comer Gasket Vinyl Foam 8 7070 Bulb Weatherstrip.187" x.275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lodc Support Plate Steel 12 7014 Multl-Lode Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, WW<_24" Steel 16 7027 Maxim Dual Arm Operator, WW>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider (Dual Arm) Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/Washable (HD), Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Lami Bead B 6063-T6 Alum 36 7042 Lami Bead C 6063-T6 Nam 37 7059 Lami Bead D 6063-T6 Alum 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 lbw 899 Silicon Bac kbedding 60 7006 Screen Frame 3105-H14 Num. 61 7040 Screen Corner Key Polypropclene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add -on Flange 6063-76 Alum. 71 7004 Frame Assy Tube 6063-T6Num. 80 #8-32 x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1157 #8 x 1/2" Ph. Pn. SMS Stainless Steel 82 #8 x 5/8" Ft. Ph. SMS Stainless Steel 83 #8 x 7/8" FI. Ph. SMS Stainless Steel 84 #8 x 1" Fl. Ph. TEK Stainless Steel 85 #S x 1" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel 87 #10 x 1/2" Ph. Pn./TEK Stainless Steel 89 #10-24 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER r TABLE 3, SHEET 4 `` •• ••• •- • • • .• • •. • • • FRAME CORNERS • • • •• • ••• ••• • • • . • • • • • • .• • • • • • OOO • •• • • • • • • • • A. LYN•MILLER, •.E. P.E.# 58705 • • SASH CORNERS INTERIOR Revised By: Dote: Revised By: Dote: Rev,s,on B: Revision A PRODUCT REVISED :u complying with dte Florida Building Code DO '• Acceptance No Expiration Dateti8 • • •10!:IECiNO! OGY DRIVE • • N. •CNICC. FL 34275 • • O. BOX 1529 • • NO0WIS, FL 34274 CERT OF At17i U29796 BOM AND CORNER VIEW J ROSOWSKI Iit1e: Oole: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Ser:es/Model: Stole: Sheet: Droning No. Rev: CA-740 NTS 10 OF 11 MD-CA740-LM B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • SILICONE ,ni—HOT-MELT BUTYL STRUCTURAL STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GI ASS KODISPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS SILICONE 1l4" NOM. FOAM WITH DESICCANT INT. GLASS ALUMINUM REINFORCEMENT 5/16" NOM. INT. GLASS DURASEAL® SPACER EXT. GLASS 3/16" NOM. INT. GLASS SUPER SPACER® NXT POLYISO- DESICCANT FILL AREA BUTYLENE Eli li 5/16" NOM. SEAL SILICONE SEAL ROLL -FORMED 110 STAINLESS STEEL EXT. GLASS "' XL EDGE'C103SPACER T. GLASS Part # Description Material 100 Kommerling 4SG TPS Spacer System See this Sheet for Materials 101 Quanex Super Spacer nXf with Hot MeltButyl 102 Quanex Duraseal Spacer 103 Cardinal )IL Edge Spacer REFERENCE TEST REPORTS: FTL-8717. 8968 & 8970 FRAME HEAD, SILL & JAMB #7002, 6063-T6 —�- 1.356" Isis_ OANCHOR PLATE #7071,6063-T6 706" .050" re 865" 00BEAD #7036, 6063-T6 870" .17z• 050" I--e— .569" BEAD D / #7059, 6063-T6 124" .125" .062' II II 2.701" NOM. 3 1 SASH TOP, \__„/ BOTTOM & SIDE #7003, 6063-T6 .040" 1.000" .423" — ��f 1 FIXED 60 SCREEN FRAME #7006, 6063-T6 .523" —�—� .050" --I.—I► .865" 36 BEAD C #7042, 6063-T6 .062' .093" 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 2.203" i .093" ADDON FLANGE #134, 6063-T6 • • • • • • • • • • • • • • 41 - • ' • . • • • • • • • . • • • • • . • • • • •• • • • •• • • • • 4 • • • •• •4 • Revised By: Dee. Revision 9: J R 05/05/16 ADDED THIS SHEET WITH SPACERS. Revised By: Dote.- Revision A - PRODUCT REVISED as amotying .ri:S dic Florida Ruildiag Code Ame,itan eeNo6-062`%2) E'Piratix.Date 2ot8 Py •••. •,.. T• • • • • 1070 TFCfINOL000 DRIVETale: acre: • : • •::.• • • • N. VENICE. FL 34275 • • • • • • • • CASEMENT WINDOW DETAILS - LM & SM 08/08/12 • • • • • • • • • • • P.O. 80s 1529 • • • • • P• .E.# 5• 8705 • • • • • NOKOMS, FL 34274 Series/Model' Scale: Sheet' Drt�wi-rg No. Rev: • • • • • A. LYNMAILLER, P.E • • CERT. OF 4Lrrl 6"<9290 CA 740 NTS 11 OF 11 MD-CA740-LM B EXTRUSIONS & SPACERS Drown 8y- J ROSOWSKI • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • •• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. -7 1070' Teclinblogy Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Flortcj� Jtlilding Code, including the High Velocity Hurricane Zone.- • . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.:rov/economy DESCRIPTION: Series"P-W=701/720/820" Aluminum Fixed Window - L.M.I. - APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled -"Fixed Wuidow.i4Mailation Guidelines", • sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared•by maufactgrtf,•s.igned • and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product EflMro1 Revi &i• stamp with, the Notice of Acceptance number and expiration date by the Miami -Dade C11.114 Proc i.rot �ent-ol Section. • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • •• • • •••. LABELING: Each unit shall bear a permanent label with the manufacturer's n4ne.dr. logo,. city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless oting;wise 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 NOA# 15-0528.26 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA-No..16-06291 _14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016� —' — --Page 1 • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated••11;46/15, • • 06/07/16 and 06/02/16 respectively, all signed and sealed by Idet1.4-14s Qrtega. P. . 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 `•.••' 2) Uniform Static Air Pressure Test, Loading pep $ •C, TAS 282-94 • 3) Water Resistance Test, per FBC, TAS 202-9P• • • • . . • • • • . 4) Large Missile Impact Test per FBC, TAS 201.94. • • 5) Cyclic Wind Pressure Loading per FBC, TAr2Q1-94 s • • •' 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS.2r02-94 • • • along with marked -up drawings and installation diagram of an aluminum• window, prepared by Fenestration Testing Laboratory, Inc., Tess Re43art No•• •• • FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,l1.E. (Submitted under NOA No. 13-0502.03) 3. 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) u/A 0 Man el Pe ez, P.E. Product Co trot aminer NOA . 6-0629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-56 Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. • • 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket ppini3lying vritii the following: • • • • a) ASTM C864 Specification for Dense Elastomeric CompressitnriS2a1 Gaskets, Setting Blocks, and Spacers with Option II exceptions. • b) ASTM D412 Standard Test Methods for Vulcanized Rubbe�•x4(,Thernplastic Elastomers—Tension of 1600 PSI. ' • . • . . c) ASTM D395B Test Methods for Rubber Property—Comprassigarfiet for 22 HRS • 158°F. ' • d) ASTM D 624 Test Method for Tear Strength of Conventional•;4rultanizgd;Rubber . . and Thermoplastic Elastomers of 143 lb/ in. ' • •• Manuel Per z, .E. Product Control am er NOA No. 1 s 1 9.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product Control Section, doted March Q9; 2t'16, signed by Ishaq Chanda, P.E. • • • •. • •••• • . ... • G. OTHERS 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries Mr Their Sar1� ; PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved or;47G4y15 and expiring • on 02/19/19. ' • .• • . E-3 •. •. . .. • . . • • • • • •. • • • • • . .. . ... . • Manuel Product Contr .E. ner NOA No. S 629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 • • GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD. (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 1/4- SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS. MUST 8E SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835. 3850 & 7212; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. A - SHEET 6 12' MAX. O.C. 6" r MAX. 48' TIP -TO -TIP WIDTH �- 47" BUCK WIDTH - 44-1/4" VISIBLE LIGHT WIDTH 6" MAX. A f SHEET 6 r • %1 STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION *ASTM E1300-09 •ANSI/AF&PA NOS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DES GN MANUAL, ADM-2010 •AISI-S100-07/S2 2010 95" BUCK HEIGHT 92- /4" /VISIBLE LIGHT HEIGHT C SHEET 7 Lt 12" MAX. O..C. 96" TIP TO TIP HEIGHT 12" MAX. O.C. 6' MAX. SHEET 6 TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES 1 ELEVATIONS 1 GLAZING DETAILS 2-5 DESIGN PRESSURES 2-5 INSTALLATION, FLANGE 6 INSTALLATION, EQUAL -LEG 7 INSTALLATION, INT. FIN A8 INSTALLATION, INT. FIN B 9 CORNER ASSEMBLY 10 EXTRUSION PROFILES 11 PARTS LIST 11 TABLE 1: FIGURE 1: 12' O.C. MAX. 12' O.C. MAX. L 6" MAX. -f- 48" BUCK WIDTH - 45-1/4" VISIBLE LIGHT WIDTH D, SHEET 6" MAX. DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE Type • Description • • • • Sheet #)) '-1 7/16" Lami (3/16" An =.090' PVB - 3/16" HS)I • • • l 2 7/16'Lami(3/16"HS-.090'PVB -3/16"HS) • 3 1.1/16" Lama. IG (3/16" 7 - 7/16" Alr - 3/16" An - .090' PVB - 31/1• HS) a • 9 4 1-1/16" Lami. IG (3/18" 7-7/16' Air- 3/16" HS - .090" PVB - 3/16" HS) 3 5 7/16' Lami (3/16" An - .090" SG - 3/16" An) 4 6 7/16' Lami (3/16"HS- .090" SG - 3/16' HS) 4 7 1-1/16" Lead. IG (3/16" T - 7/16" Air - 3/16' An - .090" SG - 3/10" A•)• 4 5 8 1-1/16" Lam'. IG (3/16" T - 7/16" Air - 3/16" HS - .090" SG - 3/116" HSr 5 D---{ SHEET 7 C SHEET 7 96" BUCK HEIGHT 93-114' VS BLE LIGHT HEIGHT )a— 12" MAX. O.C. TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT) E, SHEET 8 G, SHEET 9 5" MAX O.C. 2" MAX. 48" BUCK WIDTH -� 45-1/4" VISIBLE LIGHT WIDTH F, SHEET 8 H, SHEET9 F, SHEET H, SHEET 9 2' MAX. 93-1/4" VIS BLE LIGHT HEIGHT 96" BUCK HEIGHT 5" MAX. O.C. TYP. FIN FRAME ELEVATION (TESTED UNIT) SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12' O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. WIDTH 1 I-- WIDTH - (--�— WIDTH �i f— WIDTH -H. - T -- T,- ,T I- — i_ _ t I I = ••8• "SG" = "KURARAY SENTRYGLASP•' INTERLAYER' BY KURARAMERIA In • -PVB' = "KURARAY BUTACITE• PVB INTERLAYER' BY K/JI .RAY AME$16A, INC. • ; • • • • • WIDTH WIDTH Tr F 1 1� PRODUCT REVISED as c•e+Piyt•8 wife dia Florida B.wldine Coole Aoxpmace l4o r!c-.,.2 4 B'xpiratian.:G+x. xx By Miami i faa.}acc JR - 05/05/16 - ADDED SHEET 11 WITH SPACERS & MOVED PARTS. (941)-480-1600 a:a0 /n w Z W 5 Z 0 F 1 J F z Z 0 z 0 w x LL 0111 Y O 0) Q' xe GENERAL NOTES & ELEVATION •Jsa0 ID „aa M D-720-820.1 ON 3010 w 0 1aa45 F z adox 682 as ayaS •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • Window Design Pressure (+ -, psf) for Glass Type 1 Lmg Side (in 67-7/8 72 , 76 • 80 84 88 92 96 100 104 109-1/2 30 +1-80 ./.80 .180 +180 +180 ./-80 ./-80 +1-80 a1-80 +180 +/80 32 */-80 ./80 ./80 +180 +/80 +/-80 +/80 +/80 +1.80 +/-80 +/-80 34 •/-80 ./-80 +1-80 +180 +/80 •/80 .180 +180 *I-80 +/-79.8 a1.79.4 36 +/-80 ./-80 +180 ./-80 ./80 .4-80 +1-79.7 +1-772 +1-75.1 +/-73.4 +/-72.2 38 +/80 *180 ./-80 ./80 +/80 +1-781 ./-75.2 */-725 +/-70.3 •188.5 */65.3 40 +1-80 +180 ./-80 +1-79.8 +1.77.2 +/-74.3 +1-71.3 +187.9 +/65.1 a1-63.4 .181.6 42 +1-80 +/80 */80 *1-77.4 *1-74.3 •1-71.3 */68.2 +184.7 +161.6 *159.8 ./-58.2 44 .180 +180 *1-78.9 +1-75.4 .l-72.1 */689 +/-65.6 +1.622 +159.7 +/57.5 - 48 +180 +180 +/-77.2 +/-73.6 +l-70.1 */-668 ./-63.5 .1603 +/57.7 48 +180 +/-79.3 +/-75.6 ./-71.9 +/-68.3 +/-64.9 *161.5 +/-582 W 50 *180 +/-77.5 +/-74.1 */-70.3 +/66.7 +l831 +159.7 r 52 - *1-19.1 a1-75.6 +1-724 • .168.8 +165.1 H61.5 to 54 +/-77.4 +/-73.8 +/-70.5 +/.97.3 +/63.5 56 +/-758 +/-72 +/68.6 +/-65.3 58 +/-74.2 +/-70.3 +166.8 60 +/-727 .l68.7 +/-65 62 */-71.2 *167.1 64 +189.7 a/-66.5 88 +/68.3 67-7/8 +/67 3/16" ANNEALED GLASS 7/16' LAMINATED J GLASS STACK 1 .090' PVB INTERLAYER F J c 3//116' HEAT STRENGTHENED GLASS .. 1 USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8.0.C. MAX` NOTES: BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT "FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Window Design Pressure (+/-, psf) for Glass Type 3 Lmg Side (in 67-7/8 72 76 80 84 88 92 96 100 104 109-1/2 30 ./80 +/-80 +/80 •/-80 +/80 +180 +/-80 +/-80 +/80 */-80 +/80 32 +/80 +/80 +/80 .780 +180 .780 +1-80 */80 +/80 +/-80 +/80 34 .180 +/80 +/80 +/80 *180 +180 +1-80 +/-80 +180 +/80 +/80 36 +I80 +/80 */80 +/80 +/80 +/80 *180 +/80 +I80 +/80 +/80 38 ./80 +/80 +/80 .1-80 +/80 +180 ./-80 +180 +/-79.4 ./-76.4 +/-74.3 40 +180 +/80 •/-80 +/80 +/80 +180 +/-80 ./-76.7 +/-73.5 +1-70.9 +/69 42 .180 +/80 +180 +/80 +/80 +/80 +1-77 +1-73.1 +/69.6 +/-66 9 +/-65.2 44 .180 +/80 +180 ./80 +/80 +/-778 */-74.1 */-70.3 +/-67.5 +/83.9 .g 46 +/.80 +/-80 +180 +/80 +1-79.2 ./-75.4 +/-71.7 +/-68.1 ./65.1 iS 48 +/80 .480 +/80 +/80 +/-77.2 ./-733 +/69.5 ./65.8 1n 50 +/-80 +780 +780 .1-794 +1-75.3 +1-71.3 +/87.5 C P 52 +l80 *I80 N80 H-77.7 *I-73.5 .169.5 co 54 +/80 +/-80 +/-79.6 •/-76 •/-71.8 56 .180 +180 */-77.5 +1-73.8 58 +/80 +/-79.4 ./-75.4 60 +1-80 +/-77.6 .1-73.5 62 +/80 +/-75.8 • • 64 +/-78.8 */-74 • • 66 +/-772 • 67-7/8 +/-74.9 • NOTES: 1) RUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT "FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • EXTERIOR ran a.� l GLASS TYPE 1 1-1/16' NOM. GLASS STACK 3/18' TEMPERED GLASS 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 29 @ 11-7/8' O.C. MAX. EXTERIOR • • • • • •a•t�1 • • • • ¶ASS TYPE 3 • • • • •• • • • •• 518" GLASS BITE .1 H- LONG SIDE �- SHORT SIDE H- LONG SIDE --� SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/18' LAMINATED GLASS STACK 3/16" HEAT 'STRENGTHENED GLASS 3/16" ANNEALED GI ASS .090" PVB INTERLAYER 5/8" GLASS BITE I SHORT SIDE SHORT SIDE LONG SIDE 1 PRODUCE REVISED ** cem/dYin8 with tha Florida 6.4141a9 Cade .Aocepteace Na 'ration Date By c Product W EE O } ; v 0 N OJ c') co ZLL 1 LL = uj fn O U_ X - z m O o� 0. �z o..z (941)-480-1600 c7 N ;.0 Y 0 O to 0 to DESIGN PRESSURE TABLES 1 03 MD-720-820.1 5110 LL O N laa4S y 1- Z sc!das • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • .--- Window Design Pressure (+1-, psf) for Glass Types 2 & 4 Long Side (n) 67-718 72 76 80 84 88 92 96 100 104 109-1/2 112 116 120 124 128 132 136 140 144 m Co- co 30 «/80 .480 +/.80 ./-80 +/80 ./80 +180 +/80 +1-80 +180 +/-80 ./-80 +/80 +1-80 ./-80 +1-80 ./.80 .1-80 «1-80 ./-80 32 ./80 +/80 +1-80 +/-80 ./80 +/-80 +/-80 +/80 +180 +/-80 +/80 +/.80 +/80 +/A0 ./.80 .1.30 +/-80 +1.80 +1430 34 ./80 ./a0 +/80 +/-80 +180 +/-80 ./a0 ./.80 ./80 +/-80 +/-80 ./-80 +180 ./80 +/AO +/80 +/-80 36 +/80 4/80 .180 +/-80 ./-80 ./80 •/80 +/80 ./.80 +/80 +/430 ./.80 +/80 +/80 4/435 +180 38 +/-80 ./80 .480 +1-80 +1.80 +/-80 ./80 +180 +/80 +180 +/80 +/80 +180 +/-80 40 +/-80 +/80 +1.80 +1-80 +/-80 ./-80 .180 ./-80 ./80 +/80 +/-80 ./80 42 +/80 +180 +/-80 +/80 ./80 +/-80 ./80 +180 +/80 +180 +/80 44 ./80 •180 +180 •180 +/80 +180 .180 +/80 +/.80 +/80 46 +180 ./80 +/80 +180 +/80 +/80 +180 +/80 +I80 48 +180 +1-80 +180 +1-80 +180 .180 +/80 +/80 50 ./-80 ./-80 +/-80 ./-80 +/-(30 .180 ./80 52 +/a0 .1.80 +I-80 .rao «Tao «/_79.1 54 +/80 +1-80 ./80 .480 .1-78.6 56 +/-80 •/-80 ./80 ./-79.1 58 +480 +180 .Ia0 60 +/-80 +180 .I-79.3 62 ./80 •/80 64 ./80 ./80 66 ./80 67-718 +/80 NOTES: BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY I29' @ 11-7/8" O.C. MAX. EXTERIOR a rla H- .090" PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 5/6' GLASS BITE GLASS TYPE 2 1-1/16' NOM. GLASS STACK 3/16" TEMPERED GLASS -• 7/16" AIR SPACE 5 USED AT CURVED FRAME MEMBERS ONLY 3113 11-7/8" O.C. MAX. EXTERIOR SHORT SIDE 7/16" LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS 3/16' HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 5/8" GLASS BITE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 14.-- LONG SIDE -� SHORT SIDE 111111116*. GLASS TYPE 4 •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • • • . • LONG SIDE t' LONG SIDE SHORT SIDE SHORT SIDE J LONG SIDE PRODUCT REVISED as complying with the Florida Building Cod. Aoceptan ration s By Miam x sqa �d'� L� W 7 O } r n N O0CI o LL N O z n u- CD 00 X! 0 iWz m0 co W > • Op 2z a z M N v a/o0 FIXED WINDOW INSTALLATION GUIDELINES ,/P1 Y /n 0 0 cc x9 DESIGN PRESSURE TABLES 2 •3sa0 CO MD-720-820.1 /MD 0 co co z 00 nw as saves- ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 4160 • • TABLE 5: Window Design Pressure (+7-, psf) for Glass Type 5 Long Side (n 67-718 72 76 80 84 88 92 96 100 104 109-1/2 43 m z F w 30 +90-125.4 +90/-120 *901-115.5 +90/-111.5 +90/-108.5 +90/-106 +90/-104.5 +901-103.5 *90'-102.5 +90/-100.7 +90-97.9 32 +90/-116.9 +90-110.8 +90/-105.3 +901-101.6 +90/-987 *90-95.7 +90/-92.3 +90/-90.6 +90/-90.3 N-89.9 +/89 34 +90/-108.9 +90/.103 +90/-98.8 +90'-95.1 +90/.91.8 */-88.2 +/84.4 +/81.5 +180.1 +/-79.8 +/-79.4 36 +90/-102.6 +90'-97.1 +90/-928 +/88.9 +/-85.5 +/828 +/-79.7 +/-77.2 +/-75.1 +/-73.4 +1.72.2 38 +90/-98.4 +90-92.2 +/-86.7 +/-83.2 +/80.7 +/-78.1 +/.752 +1-725 +/-70.3 */88.5 +1b6.3 40 +90/-94.8 +1-88.2 +/-82.6 +1-79.8 +/-77.2 +1-74.3 +1-71.3 +/87.9 +185.1 *l83_4 +1.81.6 42 +90/-91.3 +184.7 +180.7 *L77.4 +/-74.3 *1-71.3 +/-68.2 +/-64.7 +181.6 */-59.8 .158.2 44 +/883 +182.4 +1-789 +/.75.4 +/-72.1 +/88.9 */85.6 +/-622 +/59.7 +/57.5 46 *185.4 +1-80 8 +I-77.2 *1-73.6 */-70.1 +1-66.8 */83.5 +1.60.3 +157.7 48 +1-827 +/-79.3 +/-75.6 +6719 +1-68.3 +184.9 +181.5 *158.2 50 *180.9 +/-77.5 +1-74.1 +1-70.3 U86.7 +/-631 +/-59.7 52 H-79.1 .1-75.8 +I-721 +/-68.8 +/b5.7 +Ib1.5 54 +1-77.4 +/-73.8 */-705 *187.3 +/-63.5 58 +/-75.8 +/-72 *I.88.6 +/b5.3 58 +/-74.2 */-70.3 +/-66.8 60 +/-727 +Ib8.7 +/b5 62 +1-71.2 +1-67.1 64 +1-697 +Ib6.5 66 +1-68.3 67-7/8 +/ 67 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY 11-7/8" O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT "FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 6: Window Design Pressure (+1-, psf) for Glass Type 7 Lang Side (in 67-7/8 72 76 so 84 88 92 96 100 104 109-1/2 - o T. 2 w 30 +90/-130 +90/-130 +90-130 +901-126 +90/-1226 +90/-119.8 +90/-118.1 +90/-117 +90.115.8 +90/-1127 +90-109.9 32 +901-130 +90-1251 +90/-118.9 +90-114.8 +93/-1115 +90/-108.1 +90/-104.3 +90/-102.4 +901-102 +90/-101. 4 +90.99.7 34 +901-123.1 +901-1164 +90/-111.7 +91-107.5 +90/-103.8 +90/-99.7 +90/-95.3 +90/-92.1 +901-90.5 +/-90 */89.6 36 +901-116 +90/-1098 +90/-104.8 +90/-100.5 +90/-966 +90/-93.3 +/-90 +/87.3 */84.9 +/-82.3 +/81.2 38 *90/-111.2 +90'-104.2 +90/.97.9 +90/-94 +90/-91.1 +1-882 +/84.9 *1-81.9 *1-79.4 +/.76.4 +/.74 3 40 +90/-106.9 +901-99.6 +90/-934 *90'-90.1 *187.2 +1-84 +180.5 +1-76.7 +/-73.5 */-70.9 +/89 42 +90/-103.2 +90/-95.7 +90-91.2 +/87.4 +184 +/80.6 +1.77 +/-73.1 +189.6 +188.9 +/85.2 44 +90/.99.7 +90-93.1 */89.1 +185.2 +/81.4 +1-77.8 */-74.1 N-70.3 +187.5 +183.9 48 +901-96.5 +90-91.3 +/87.2 +/83.2 +/-792 +/-754 +/-71.7 */-68.1 +/65.1 48 +90/-93.5 +/89.6 +/85.4 +/81.2 +/-77.2 +/-73.3 +189 5 +Ib5.8 50 +90/-91.4 +/-87.6 +/83.7 +/-79.4 */-75.3 +h71.3 */87.5 52 +/89.4 */85.5 +/-81.8 +/-77.7 +/-73.5 *1.69.5 54 *187.5 +1-83.4 +1-79.6 +1-76 */-71.8 58 +/85.6 */81.4 +/-77.5 +/.73.8 58 +/83.8 +/-79.4 *1-75.4 60 +/821 */-77.6 */-73.5 62 +/80.4 +/-75.8 • • 64 */-788 +/-74 • 66 +/-77.2 • 67-7/8 +I-74.9 • • EXTERIOR a 1-1/16" NOM. GLASS STACK 090" SG INTERLAYER 3/16" ANNEALED GLASS 5/8" GLASS BITE GLASS TYPE 5 3/16" TEMPERED GLASS � USED AT CURVED FRAME MEMBERS ONLY C 11-7/8" O.C. MAX.,1-3 EXTERIOR ••• • • • <32 •(s7/3 • • • • •GLASS TYPE 7 NOTES: •• ••• •• • • • •• 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT - FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN 7HE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • •• • •• • • • • • • • • SHORT SIDE 1 SHORT SIDE 1 1-4.- LONG SIDE -0-1 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16" LAMINATED GLASS STACK 3/16' ANNEALED GLASS 3/16" ANNEALED GLASS .090" SG INTERLAYER ___ SHORT SIDE SHORT SIDE LONG SIDE 1 PRODUCT REVISED as complying with the Florida Sanding Code Aoucptanee No 'ration Date (941)-480-1600 dlop FIXED WINDOW INSTALLATION GUIDELINES co O 0 1 DESIGN PRESSURE TABLES 3 OD 'Adel MD-720-820.1 SMO O 40 7..45 H z 010*5 .a5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • „6L' Window Design Pressure (+/-, psf) for Glass types 6 8 8 Long Side (n) 67-7/8 72 76 80 84' 88 92 96 100 104 109-1/2 112 116 120 124 128 132 135 140 144 Short Side (In) 30 +901.133 +90/-130 +90/-130 +90/-130 .901-130 .90/-130 .901-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 .90/-130 .901-130 +90/-130 .93/-130 .90/-130 +90/-130 +901-130 +901-130 32 .90/-130 +90/-130 +90/-130 +90/-130 .901-130 +901-130 +90/-130 +90/-133 +901-130 +90/-130 +901-130 .90/-130 +901-130 +901-130 +90/-130 +901-130 .901-130 +90/-130 .901-130 34 .901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 .90/-130 .90/-130 .90/-130 +90/-130 .901-130 +901-130 +90/-130 36 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 .901-130 .90/-130 +90/-130 +90/-130 +901-130 .901-130 +90/-130 38 .901-130 .90/-130 .90-130 +90/-130 +90/-133 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +901-129.2 +90-127.3 40 +901-130 +90'-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90-126.8 +90/-123.2 +90/-122 42 +90/-130 +901-130 +90/-130 +901-130 .90/-133 .90/-130 +90/-130 +90-129.3 +90-123.2 .991-119.7 +90/-116.4 44 .90/.130 +90/-130 +90/-130 .90/-133 +90/-133 .901-130 +90/-130 *90-124.5 +991-119.4 .901-115 46 .90/-130 .90/-130 +90/-130 +90/-130 .90/-130 +90/-130 +90-126.9 +90-120-5 +90-115.3 48 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 .90-129.7 .90/-123 +90-116.5 50 .90/-130 +90/-130 +90/-130 +901-130 +90/-130 .90/-126.2 +89.4/-119.5 52 .90/-130 +901-130 +90/-130 +90/-130 .901-130 +88.8/-123 54 +901-130 .90/-130 +90/-130 +901-130 +88.8/-127.1 56 .901-130 +9(/-130 +90/-130 +89.4/-129 58 +90/-130 +90/-130 +901-130 60 +901-130 +90/-130 +69.6/-129.3 62 +90/-130 +90/-130 64 +90/-130 +90/-130 66 .90/-130 67-7/8 +90/-130 NOTES. 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT ' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/16' LAMINATED GLASS STACK 3/16' HEAT STRENGTHENED GLASS -. USED AT CURVED FRAME MEMBERS ONLY 11-7/8" O.C. MAX. .090' SG INTERLAYER 3/16' HEAT STRENGTHENED GLASS 5/8' GLASS BITE EXTERIOR a20 GLASS TYPE 6 1-1/16" NOM. GLASS STACK 3/16" TEMPERED GLASS 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 29 Q 11-7/8' O.C. MAX. 3� EXTERIOR 7/16" LAMINATED GLASS STACK 3/16- HEAT STRENGTHENED GLASS 3/16' HEAT STRENGTHENED GLASS -.090' SG INTERLAYER 5/8' GLASS BITE 2 1\ •• • • • • • • • • •• CLASS TYPEit • • • • • • • • •• • • • •• • • • •• • ••• ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Ho- LONG SIDE SHORT SIDE SHORT SIDE 1 F~ LONG SIDE -i SHORT SIDE SHORT SIDE LONG SIDE LONG SIDE I -- PRODUCT REVISED s complying with the Florida Building Code Acccp:„�« Nn t -- Ex 'ration Date WI By Miami Dude Product Coat( w > 2 0 r > - 0 N N V OJ • M ZZ ILu* LL W - O 1. 1-z w mO • E> 0O Oz ,0_z (941)-480-1600 AI AO to w z w 0 5 O Z 0 -J J H z Z 0 0 z_ 0 w X LT_ O 0 N 0 -e DESIGN PRESSURE TABLES 4 CO +aa MD-720-820.1 'oN OM° 0 05 H z ('1 N as • +ss0 �s5 A. LYNN MILLER. P.E. P.E.# 58705 •.. • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • INSTALLATION TYPE A WINDOW BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT T EMBEDMENT VIS BLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" EDGE DISTANCE • i - • EDGE .r INSTALLATION I J DISTAN� £ TYPE B �% f` VERTICAL SECTION'B-B 2X WOOD BUCKSTRIP OR FRAMING. SEE NOTE 2, THIS SHEET EMBEDMENT 1 1 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED 29 I FRAME MEMBERS ONLY 11-7/8" O.C. MAX. INSTALLATION INSTALLATION TYPE C TYPE B EDGE DISTANCE EMBEDMENT 1/4" MAX SHIM .l\IIl1\l01\U\1 \\A,111111i 0 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET F CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4"MAX. SHIM — EXTERIOR 4 #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING [114" MAX SHIM EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 8,THIS SHEET j1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET • VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH 0 EMBEDMENT HORIZONTAL SECTION A -A TABLE 8: f( CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing #12 or 1/14 410 SS Screw P.T. Southern Pine (SG=0.55) 9/18' 1-3/8' 12' Aluminum, 8013345 min. 3/8' 0.063' • 17 A38 Steel 3/8" 0.063' ' 12' Steel Stud, Gr. 33 min. 3/8" 0.045' (18 Ga)' 17 #12 or #11 Steel Screw (G5) P.T. Southern Pine (SG40.55) 9/16" 1-3/8" 12" Aluminum, 13063-T5 mm. 3/8' 0.063" ' 17 A38 Steel 3/8" 0.083' " 12' Steel Stud, Gr. 33 min. 3/8" 0.045 (18 Ge)' 12' 1I4' 410 SS CreteFley Ungmuted CMU, (ASTM C-90) 2-1/7 1-1/4' 17 Concrete (min. 3.35 kei) 1' 1-3/4' 17 1/4' Steel Ullracon Concrete (min. 2.85 kel) 1' 1-3/4' 12' Concrete (min. 2.85 Sal) 2-1/2" 1-3/8' 12' Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 17 Grouted CMU, (ASTM C-90) 2-1/7 1-3/4' 17 5/17 Steel Ultracon Concrete (min. 3.5 KM) 1-1/4" 1-3/4' 12' Grouted CMU, (ASTM C-90) 2-1/7 1-3/4' 12" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. •• • • • • • • • • •• EDGE DISTANCE INSTALL. N •NOTF•S• ' • • • 1. USE OWE ANCISOIRo LIST-V(0 ON PISS SH WT.4OLIpv EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE 1-1/2" THICK OR GREATER. INSTALLATIO(U TO THE SUliSSF( TE O; WOOD BUC4S TO 8j F•NGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDIr'h•4* • • • • • • • • • 3. FORWTTACHMENT D METAL: TNIB STIRIAsTUFSAL 0%EMBIf( SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • •• • • • • • • •• 4. IF•,IFfCABl1E, LOWER DEIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED as complying with the Florida Building Code �� Arum/sou ptance No 6 1.14— 'rat m Date w 1 E2 } n CD N N JO (h • , • J Z LL u, t 00 XN W m 0 > o0 —z az (941)-480-1600 al DO to w Z J w 0 5 0 z O g Q ♦- Z 0 z 0 X W .1111 Y cn O 0 uro 0 z 0 3 -J 1- n zt w 0 z g asap m MD-720-820.1 .7M0 0 (O Iaa4S cn zH' aro�5 N N as sa9aS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE E EMBEDMENT } 1 EDGE DISTANCE EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4' 11 0 L 1/4' MAX 2� SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. THIS SHEET USED AT CURVED FRAME MEMBERS ONLY (4) 11-7/8" Q.C. MAX. INSTALLATION INSTALLATION TYPE G TYPE F EMBEDMENT SHIM Air_ O 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET ■IF0,1 N1i 1!1UA1'J1`.11\1111W. CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4• MAX SHIM —� #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE \� THIS SHEET INSTALLATION TYPE H 1/4" MAX SHIM 0 O EXTERIOR \ EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9.THIS SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EMBEDMENT INSTALLATION E\GE TYPE F DISTANCE \ TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D—D VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH \1/ HORIZONTAL SECTION C—C TABLE 9: EMBEDMENT EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min' Edge Distance Min. Embedment Max O.C. Spacing #12 or#14 410 SS Screw P.T. Southern Pine (SG=0.55) 9/16' 1-3/8' 17 Aluminum, 6063T5 min. 3/8' 0.083" 17 A36 Steel 3/8' 0.063' • 17 Steel Stud, Gr. 33 min. 3/8' 0.045' (18 Ga) • 17 #12 or N14 Steel Screw (GS) P.T. Southern Pine (SG=0.55) 9/16' 13/8" 17 Aluminum, 6063-T5 min. 3/8" 0.l)63" " 17 A36 Steel 3/8" 0.063" " 17 Steel Stud, Gr. 33 min. 3/8' 0.045' (18 Ga)' 17 1/4" 410 SS l•reteFkx Unyrouted CMU. (ASTM C-90) 2-1/7 1-1/4" 17 Concrete (min. 3.35 kap 1^ 1-3/4" 17 1/4- Steel Ultracon Concrete (min. 2.85 ksi) 1' 13/4' 12' Concrete (min. 2.85 ksi) 2-1/2• 1-3/8" 12" Ungrcuted CMU, (ASTM C90) 2-1/7 1-1/4' 17 Grouted CMU, (ASTM C-90) 2-1/7 1-3/4" 17 5116 Steel Utracon Concrete (min. 3.5 kal) 1-1/4" 13/4" 12" Grouted CMU, (ASTM C90) 2-1/7 1-3/4" 17 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. •• • • • • • • • • •• CONCRETE PER • ANCHOR INSTALBPTION NOTE/ • REQUIREMENT • • • • 1. USE �N.1'•AN �H� �S L TA ON 1'S SA•EE � FOAL. * EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD'4TION• • • • • • • • • • • • • • • • • • 3. FOR ALTACOPMENT TO METAL: 111E erRUCT1IL4LIv1EMB!R SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • • • • • • • 4. I fiFNP•t.ICAP:E. LOWEf;L SIGt.PiteSSURE?RpAI EITHVWINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODF/Ci REVISED as csmplyiog with :he Florida Bwldarg Code Awa1.taox No 1QY O(p aclitnttin Late By Ni Dodo Product .r� W 7 tY 0 >— 0 N OJ J zLL LL = W - W - O 2 ~z m0 W N- 0 0 oz • ELz (941)-480-1600 a1W W z W O_ 5 z 0 g J H (7 z 0 0 z 0 W X tL 0 0 cc M� u o,p EQUAL -LEG INSTALLATION m MD-720-820.1 '0N 9/A0 0 n laa45 (/1 1— DOZS N N as tit vas A. LYNN MILLER, P.E. P.E.0 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT DISTANCE PER SUBSTRATE. SEE TABLE 10. THIS SHEET INSTALLATION TYPE I EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" INSTALLATION TYPE J 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EDGE r 1 DISTANCE USED AT CURVED 29 FRAME MEMBERS ONLY 11-7/8" O.C. MAX. EMBEDMENT L1/4" MAX SHIM INSTALLATION TYPE J EDGE DISTANCE —� 1/HI4"MMAX EMBEDMENT l 1/4" MAX. SHIM-{ INSTALLATION TYPE L #10 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE // NOTE 2, THIS SHEET [1/4' MAX SHIM EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE K EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET r EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET _ \ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F 242 VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E-E TABLE 10: \-1 II EXTERIOR t EMBEDMENT Anchor Substrate Mat Edge Distance Max. O.C. Spacing 5" 2-1/2" x .113" Box Nall P.T. Southern Pine (5G=0.55) 5/16' 2-12" x .131" Common Nall P.T. Southern Pins (SG=0.55) 3/8" 5' 2-1/2" x .145' Roofing Nell P.T. Souther Pine (SG=0.55) 3/8" 5" #10 x 1" Steel Screw'0.093' P.T. Southern Pine (SG=0.55) 12" 5" Aluminum, 6063-T5 min. 5/16" 5" 1/16" A36 Steel 5/16" 5" 0.045" (18 Ga) Steel Stud, Gr. 33 5/16" 5" • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. •• • • • • • • • • •• • INSTALLA110tJ NOTES • • • • 1. USE ONI.1'iNCHIFS=ISTE•• Ca THISSHEW. FQLLQYIIEMBEDMENT AND EDGE DISTANCE LIMITS. 2 WOOD BUCKS DEPICTED ON THIS SHEET AS "1X-, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTAN.• • • • • • • • • • • • • • • • • • • 3. FOR A 1 /CHM:NT T/ MEiAt: THE:TP CTa1RAs MaABER�SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • •• • • • • • • •• 4. IF AlgaiIiABLE•LOWER DETS3N PRESSURE FROMIEITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED complying with the Fimim Building Cade Acceptance No KO-0 pimneo Dee at CC 0 } n eT (9 N h- N 7 co 0_J Nrn-I ZLL iALL 1 III W z m O w 0 • h.- 0 0 Z —o-z (941)-480-1600 slop `L V) 0 in 0 LIM FIN INSTALLATION sap CO MD-720-820.1 OM0 LL 0 co co F- Z somas • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • INSTALLATION TYPE M IFOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6' O.C. EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4' INSTALLATION TYPE N EMBEDMENT 2X WOOD BUCKSTRIP EDGE // OR FRAMING. SEE DISTANCE / NOTE 2, THIS SHEET EMBEDMENT 1 1 L1/4' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET �-1 USED AT CURVED 291 FRAME MEMBERS ONLY 11.7/8" O.C. MAX. EDGE DISTANCE EDGE DISTANCE } CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4' MAX. SHIM —1 INSTALLATION TYPE 0 IFOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6" O.C. #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET [1/4" MAX SHIM EMBEDMENT 1/4' MAX SHIM INSTALLATION TYPE M IIFOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6' O.C. 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET 1 1X WOOD BUCKSTRIP. t_=` SEE NOTE 2. THIS SHEET VERTICAL SECTION H-H VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH co • rsrs - HORIZONTAL SECTION G-G TABLE 11: EMBEDMENT CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR1 V EDGE DISTANCE Anchor Substrate Min.dge an Min. Embedment ax. O.C. Spacing #12 or #14 410 SS Screw P.T. Southern Pine (SG=O 55) 9/16' 1.3/8' 6" Aluminum, 6063-T5 min. 3/6' 0.063' • 6' A38 Steel 3/8" 0.063'' 6" Steel Stud, Gr. 33 min. 3/8" 0.045' (18 Gs) • 6" #12 or #14 Steel Screw (GS) P.T. Southem Pine (SG0.55) 9/16" 1-3/8" 6' Aluminum, 606345 min. 3/8' 0.063- • 6' A36 Steel 3/8' 0.063" •. 6' Steel Stud, Gr. 33 min. 3/8' 0.045' (18 Ga) • 6' 1l4'410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/7 1-1/4' 12" Concrete (min. 3.35 ksi) 1" 1-3/4" - 17 1/4' Steel Ultracon Concrete (min. 2.85 ksi) 1" 13/4" 17 Concrete (min. 2.85 ksi) 2-1/2" 1-3/8" 12" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 17 Grouted CMU, (ASTM C-90) 2-1/7 1-3/4" 17 5/16" Steel Ultracun Concrete (min. 3.5 ksi) 1-1/4' 1.3/4" 17 Grouted CMU, (ASTM C-90) 2-1/7 ) 1-3/4" 12' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. •• ••• • • • • • •• • INSTALLATION NOTES: • • • • • • 1. USE ONLY ANCHORS SISTVD QJ -ohs sNELsI'. FeLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. •• ••• •• • • • •• 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS -2X" ARE 1-1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISOICT{1N.••• ••• • • ••• • • • • • • • • 3. FOR ATT•iCHMINT TO META": THE4STROBCTURM_ MLIIBERGHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • • • • • • • 4. IF AtAABLE� eWER DPSj( 1 PI/iS�)RE FRI ETIHER�V�IDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED cmnIlyinB w.4 the Melds 3oil1ir* Code Accxctence f3o Ko- Expinnon Cate (941)-480-1600 aloe 0 (n re FIN INSTALLATION 03 MD-720-820.1 D AC LL 0 /T aloOS NN 0 o_o_ al A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALL CORNERS TO USE GASKET AND/OR SEALANT ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90' CORNER FRAME ASSEMBLY EQUAL -LEG FRAME FLANGE FRAME ANGLED/CURVED FRAME ASSEMBLY ALL CORN- E▪ RS TO USE GASKET AND/OR SEALANT EQUAL -LEG FRAME FLANGE FRAME / / / MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS ASSEMBLY DETAILS FOR FIN FRAMES 90°CORNER J FRAME ASSEMBLY . •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• ••• • • ••• • •• • •• • • • • • • • • • •• •• •• •• • • •• ••••-• •• •• • •• • • •• • • • • • • • • • • • • • ANGLED/CURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR ,/ AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS PRODUCT REVISED as wmpl'Ntg with the P orida Builchrig Cede t� Atcepunce No Erpirnti m Date W (D c N O M O LL N Z ID LL 00 X— III Z O w• 0O oz az (941)-480-1600 FIXED WINDOW INSTALLATION GUIDELINES 0 3n 0 ce Me uJ 0 0 Z z 0 to re K X W 0 m •naa MD-720-820.1 JMC O 0 F Z o�s N N 30_ as sns se:Jos A. LYNN MILLER, P.E. P.E # 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Item # PGT Part # Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-15 4 4255 7/16' Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Coder Rigid PVC 10 70589C Gasket (at 90' comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 */-1 13 Dow 899, GE 7700 Silicone or Equiv. 20 71652K Setting Block, Mono. 3/16' x 7/16' x 4" Neoprene, Duro. 85 */-1 21 71704AK Setting Block, I.G. 3/16" x 13/32' x 4' Neoprene, Duro. 85 +/-1 29 #6 x 1-1/4' FH SMS Stainless Steel 30 781PQX #8 x 1" Quad PH SMS Stainless Steel STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS / 2.784' .062" {I1.375" J._ T` 06r 1.375" I 3g � + .500' .438' } 1 .500' 7} F ��-- .050"i0f10r 1 --�1►— .oso"'000- FLANGE FRAME O EQUAL -LEG FRAME 1.125 #4253C, 6063-T5 #4285, 6063-T5 1.206' .875" .050" 3/16" & 1/4" OGLASS BEADING #4258, 6063-T5 SILICONE HOT -MELT BUTYL STRUCTURAL 75 KODISPACE 4SG TPS SILICONE 1/4" NOM. FOAM WITH DESICCANT INT. GLASS 3/16" NOM. BUTYL 8 DESICCANT FOAM EXT. GLASSY/1 Y/ 1 EXT. GLASS I►— .346' 875" } —�1�- .050' I.G. GLASS BEADING #4254, 6063-T5 ALUM INUM REINFORCEMENT 5/16" NOM POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS // INT. GLASS SUPER 7fi SPACER®NXTT" Part # Description Material 75 Kommeding 4SG TPS Spacer System See this Sheetfor terials Materials Ma 76 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Duraseal Spacer 78 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 8 897 DURASEAL® 17 SPACER •• • • • • • • • • •• • • •• • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • 3 FIN FRAME #4256, 6063-T5 -+{ 1.037" .050" INSTALLATION 6a FASTENER COVER #4270, 6063-T5 DESICCANT FILL AREA 5/16' NOM. SILICONE SEAL XL EDGE'" SPACER INT. GLASS PRODUCT REVISED as urnMying *kb the Florida Building Code Aue7tance No 1 bZ E>toiradun Dare 55 4' rake Product JR - 05/05/16 - ADDED THIS SHEET WITH SPACERS 8 MOVED PARTS. W 0 N OJTO f"�7 0 -J ZU- u)aL F — m z O Or > O Y ,-z o z (941)-480-1600 o) Y O 0 0 ran uJ W Z 0 0 0 Z ran Z 0 F w W 0 m "sa0 5) .,aa MD-720-820.1 DMO IL 0 taays Z diODS C4 N ran CO o_a. auas • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • r, MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT.Industries, 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-10V'-Aluminum French Doors w/wo Sidelites—.L.M.I. 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.gov/economy APPROVAL DOCUMENT: Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelttes, Impngt;', sheets 1 . • • through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Induitriasisignedaitd.sealed h i .:. Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revisioi.taip with thr Notice•of • Acceptance number and Expiration date by the Miami —Dade County Product Control Sectigtil+•• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • `• ` • •• Limitations: •• ••• ••• • •• 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX,.QN;) and OXI O. The lower design pressure from X, XX door or 0 (sidelite) shall control. • 2 All laminated glazing options (glass types, A, B, C, D & E) must have 3/16"HS glass *t interior side. 3. ''A" Elco Ultracon (former Tapcon) to be 4"OC into Conc. and 6" into CM(' (jambs). • • • 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 5. Applicable Egress requirement to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0528.24 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. . . . • • • • • MIAMI-DADE COUNTY \ \\^1 \\\D APPROVED ... • .. • • 1NOA -No. 16-0629.17 Expiration Date: October.18, 2017 —'Approval Date:.. July.21, 2016' Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94. 2) Large Missile Impact Test per FBC, TAS 201-9/ • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 20394 • '. Along with marked —up drawings and installation diagram of fixed sidelite t(�•iinsulateci•• • laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Rep-4 No(s) LTJ,.—• 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Subrriiifteel•under trle5012-• • 0516.02/#11-1013.22) • • •• • •• ••. 3 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • • • 2) Uniform Static Air Pressure Test, Loading per FtC 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/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11- 1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). S\An } - Ott,(AA— Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(5th edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. • 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. GMcon, P.E • • • • • • .... • .• .... . ..•. . . . . •... •... .. . . . .• . . ..• .. . .. • • . • . . .. . ••• • 4st1. LLti�a- shaq I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 E-2 • .• • STANDARDS USED: NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402) CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. E. 13/16" LAMI IG NOM. (.840") CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 1/4" AIRSPACE, (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORTS FTL-4964, 5212 & 6864; ELCO ULTRACON NOA'S:; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. f c7,73 r EXTERIOR 1 1/8" AN.'OR" HS(GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE, MAXIMUM)' 3/16" HS. r GLASS 3/8" NOM. 1k r f GLASS STACK `3/8" LAMI NOM" /.4/2 �y GLAZING OPTION-A'Bi OR•NOTE-1 (30 EXTERIOR 3/16" AN. OR HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) • •• • 1/2" GLASS BITE u••G/LASS1 • •• • • • •• •• 7/16" NOM. GLASS STACK • ••• ••• • • ••• 7/16" _AItI NOM.• • GLAZING OPTION:G CSRb,.NOTE ? ;. O (74 EXTERIOR 1/4" AIRSPACE • • 3/16" TP. GLASS • .098eV8INTERLAYER • • • (oL JPONT BUTACITE) •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2010 •AISFS100-07/52-2010 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES ....... 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT -STRENGTHENED TP. = TEMPERED 13/16" NOM. GLASS STACK 1/2" GLASS BITE 94 3/16 HS. GLASS 1/8" HS. GLASS 13/16" LAMI IG NOM. GLAZING OPTION E, NOTE 1 PRODUC f RFV(l;B) w 7*wwtri tYs Florida 1141f1lle•Dete OcT l6',2o17 ll�igp=PelCo N 0 e o (D U) O g� s K LL 1- 0 2 ui W )— J W 0 a6S 0 0 0 0 Z LU J LL to iCD ps d O 00 u) 4 1- Z 0 •C to A.'LYNN MILLER, P.E. P.E.8 58705 CERT. OF AUTH. #29296 • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • •• TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C, D OR E X WIDTH XX WIDTH 68 - 79 3/4" ° - 83 3/4" HEIGHT 87 3/4" 91 3/4" _ 8° - 95 3/4" 3° 37 1/2"I'6° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 - 75.0 +75.0 -75.0 O WIDTH' SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 - 75.0 +75.0 - 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 - 75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 - 74.9 +70.4 -70.4 +66.6 - 66.6 +63.1 -63.1 O WIDTH 36 3/4" SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E +75.0 - 75.0 +75.0 - 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. APPROVED (THE LOWER REINFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY CONFIGURATIONS: DP FOR OX, XO, OXO, XXO, OXX & OXXO THE DOOR OR SIDE LITE PREVAILS.) IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 2° 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O WIDTH GLASS TYPES A B, C, D OR E 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.1 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 • 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 • 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -•i.0 NOTES: 1. GLASS TYPES: A. 3/8.LAMI (1/8" A, .090 PVB, 3/16" HS) 8. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO/OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. 6 FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT • •8 4. • • • • •• • • • • • • • • • •• • • • •• • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • ►RODUC r REVISED ww.jgY;ng will. the FhAd. I't Cad. Acceptance N0 16-0625.17 Ella*** Ikaie /aT��.-i �-� 8 8 H- Q a rn W H J W _oes 0 0 0 2 0 Z W IL eJ t-- IL. =o 0 � N Z 0 SI 0, CERT. OF AUTH. #20296 A. LYNN MILLER. P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 73 1/2" MAX. 36 3/4" _ MAX. 1 0 SEE NOTE 4 OX OR XO 109 1/2" MAX. L..___36 3/4"_ NOTE ..f---36 3/4" SEE 3 MAX. MAX. /// lE o /49 / 603i Ef 0 1 \\ / //; \ / 1E / Er / x 1 SEE NOTE 4 OXO 24 9/16" MAX. DLO (TYP) B - C F X XX/f NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • • • • • • • • 3. SIDE LITES OVERLAP'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO''1[XO',•OXX'AND'/ O(0' CONFIGIATIOA • 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SIFT 21 • • • • • • 5. CLEAR OPENING FOR'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' POOR = I DR WI:TI-1V2 -to*• • • • ••• • • • • • SEE NOTE 4 36 3/4" MAX. 33 5/8" MAX. DLO I(TYP.) 36 3/4" MAX. 143 3/4" MAX. SEE NOTE 3 36 3/4" MAX. \ MP (TY '\(41 / / E� x INACT /,/ �E 0 Er I 0 (49) / i �IE\\ x .Ac.\ SEE NOTE 4 • • tip. 95 3/4" MAX. (TYP.) 84 3/8„ MAX. DLO (TYP.) DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" • •• R•`� • W tY• IF • • r • O 000 �J• • • • • • •• • •SIDL•LUITE • •Dlb HEIGHT = HEIGHT -11 3/8" • • •DLOdNIDTH = WIDTH -3 1/8" • • • • • •• —SEE NOTE 4 /4" P.) P (OOUC f REVfS€D I rrit! nee Florida wain £4,iAcce..<t rvo 16-Q62517 AV Dirt. redact Conical 5 a Z 0 1 J w 1- 0 a 2 u) w 1- J w 0 0) 06 0 0 0 S U Z w LL J < w i o o 0 A M u) -Z 1n 0 CERT. OF AUIH a 64 6 A. LYNN MILLER, P.E. P.E.k 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - ,PRODUC t REV/SED as ea.plyi.g iil 4e Fbfd. bawl* lid. Acceptance N, Z. -��, . / \ l 46 1- - mo EXTERIOR INTERIORi_�Sb F.,„...,d,.4 I al -j ./ "1.Y iiSiv i :Qe.^_f Cn.hd(�i��l Drawn BY _J J ROSOWSKI Drawn Date: 04/04/12 Description: VERTICAL SECTIONS Title: ALUM. FRENCH DOOR & SIDE LITES, IMPACT (64> AT HEAD/JAMB Drawing No. 11005-1 137 � (60 CLEAR -COLORED SEALANT T 65) AT SILL/JAMB EXTERIOR INTERIOR an / 62) J. i6CO Sheet 4 OF 10 .® I s z o oZMAX.1 MAX. MAX. MAX. SIDE 62 g g =a a6 =tL DLO 1, DOOR DLO nv v LITE I HEIGHT 1 C HEIGHT k s d CERT. OF AUTH. j129296 lfU�- 410 (op 1070 TECHNOLOGY N. VENICE. FL 3 P.O. BOX 15: NOKOMIS, FL 34 SL VIEW G-Gle ,0) CORNER ASSEMBLY 61 • •• 4 • • • • • • • A. iYNN MILLER, P.E. P E 8 58705 (12� •• �) 4_,� L - 1.489 ••• •• • • • •• i - DOOR SECT. A -A . ... ... . . ... SL SrC•. B-B • : : : f : 1-' • "/ VERTICAL VERTICAL+ i•• i•i • i•i • w• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • . • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r rriT MAX.'XX' WIDTH • 0 • 36) D • • I MAX. DLO / 'XX' SECT. C-C �� HORIZ. (46) �I MHA. A MU IY 1 ..„.i rJ X J.I l� �� / (46) DLO CD MAX. SL WIDTH �{ (SEE SHEET: / S, 'X' SECT. D-D HORIZ. SPACING, SAME AS R SPACING 7, 8 AND 9) I D LO — 2 SEE TABLES 1 AND 2 AND '\ k. NOTES ON SHEETS 1 & 2 66; '(62) SL SECT. E-E {/ \62) FOR APPLICABILITY .• •••• •• •• • • • • • • •• • •. • • • • • . MAX. SL WIDTH DLO • ▪ '•' "• .•• SL °..lcCi:f-F HORIZ. (DOOR W/ SIDE LITE) •• •• • •6 H� CSRt.{S!NLq.IDE LITE) •••• . • • • • INTERIOR EXTERIOR t•'ROOUC t REVISED em.PtYiag with the pond• 0..6n Pai• • Pu•ee N• �L` 7 iCtPK+Nw O•tet„t Q 4 -7 Mt.rN* etc•.t.a e O 8 rc 8 8 to z 0 H 0 w J I-- z 0 ti I H 0 a 2 to w 1- J w 0 off$ 0 0 0 S U Z w ce tL D �Q u. Le) •o Zo o_ LL 0 U) -• H Z rn 0 p wLL a CV CV CERT. OF ACTH. A. LYNN MILLER. P.E. P.E 8 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUC r REVISED, as compbieg*Ob the Elm-1d. No 14-6429.l7 Evict/Oa Dos to is1II ITEM DWG# PGT# - DESCRIPTION 1 943B 80411 FRAME HEAD 2 1010 60300 WSTP.,Q-LON .190 X .375 HIGH 3 7070 87070K BULB WEATHERSTRIP .187 X .300 HIGH 4 955 7955X FLUSHBOLT STR9(EPLATE 5 938 7938X 2PT. LOCKSTRIKEPLATE 6 956 7956A FRAME HEAD STR4(EPLATE BACKING PLATE SILICONE HOT -MELT BUTYL +4a�' j3.�. l..1 C„eony 7 7B32X12FPXP 1/8-32 X.500 PH. FL. MS - S.S. W/SILICONE PATCH STRUCTURAL 8 995 70995 GASKET (BETWEEN THRESHOLD FRAME JAMB) STRUCTURAL SILICONE 3/16" NOM. 9 998 70996 GASKET (BETWEEN HEAD 8. FRAME JAMB) 1/4• NOM. FOAM 10 952A 6533016 FILLER HEAD ADAPTER POLYISOBUTYLEN WITH 11 11000 611000M OUTSWING T98ESHOLD WITH DESICCANT DESICCANT Down By: J ROSOWSKI Drown Dote: 04/04/12 Desarptwn: PARTS LIST TRW ALUM. FRENCH DOOR & SIDE LITES, IMPACT LL t 12 1670 671870 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) • 13 11004A 611004M OUTSWING T FLESHOLD CHANNEL COVER EXT. GLASS EXT. GLASS 14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 15 11002A 411002A ACETAL SPACER .095 (INHOLISE INJECTION MOLDED) Drawing No. 11005-1 16 11003A 411003A ACETAL SPACER .140 (INH0USE INJECTION MOLDED) 20 9150 80380 FRAME JAMB (OUTSWING) 21 1010 60300 WSTP.,0-LON .190 X.375 HIGH INT. GLASS INT. GLASS 22 6608 66608M REINFORCEMENT, 1.000 X2750 X0.650, 6061-75 23 1140 78X112PSATS #8 X 1.500 PH SO A T/S SUPER 24 1048 71048 JAMB SCREW COVER CAP KODISPACE 25 930 41721N STRKE PLATE INSERT B, 4SG TPS SPACER® NXTTM Date: RM I,Ion: 05/05/16 I ADDED SPACERS. 26 1118 71034PFA #10 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 0 0 LL 4 0 a CO 30 9100 6910 DOOR PANEL TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL. SEE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL. SMS ALUMINUM 34 913A 60378M TRUSS CLAMP REINFORCEMENT 35 1130 BTRODA 5/16-18 THREADED ROD POLYISO- DESICCANT FILL AREA / 4 •yy Z 01 36 990 7990NUTA 5/16-18 FLANGED HEX NUT BUTYLENE • 5/16" NOM. 37 914A 60379M WFJQIIERSTRIP CHANNEL Sft6' NOM, SEAL \ t�lp� 38 7834FPT #8 X.75 PH. FL. TEK BUTYL & SILICONE SEAL'zFT 39 997 70997GASKET (BETWEEN PANEL HEACYSILL & PANEL STLES) DESICCANTROLL-FORMED 6 Serles/ModN: FD-101 40 1023 67924G WSTP., .187 X.250 HIGH, FNSEAL FOAM STAINLESS STEEL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #8 X.500 PH FL SMS TYPE BDS EXT. GLASS 43 1212 7P30GG SILL DUST PLUG (NACTNE PNL) EXT. GLASS , 44 9838 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) �r 45 9846 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 48 1213 1i020111< WSTP.,Q10N .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 8 41708) I. GLASS ANT. GLASS ¢ LL- ei 48 1139 7634F #6 X.750 PH. FL SMS 49 982 FD2PTAY 2PT.LOCKASSY. DURASEAL® XL EDGE TM CERT. OF AUTH. /29296 50 6R180FS RUBBER SLEEVE O 51 930 41721 STRKE PL. INSERT(INACTTVE PANEL) SPACER SPACER 52 931 7FRSPX DEADBOLT STRKE PLATE 53 1118 710334PFA #10 X.750 PH FL SMS (Ili 1070 TECHNOLOGY N. VENICE, FL 3 P.O. BOX 15: NOKOMIS, FL 3r 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS 60 920D 6920D SDELTTEHEADER pang Description Material 61 9210 6921 SIDELLTE SILL 62 9168 60381 SIDELTTE JAMB 80 Kommeriing 4SG TPS Spacer System 63 1155 781PQA #8 X I.000 QUAD PN. SMS See this 64 998 7998 HEAD GASKETS (STOCKING 81 Quanex Super Spacer nXTwith Hot Melt Butyl Sheet for 65 999 7999 SILL GASKETS (STOCKING #70999) 82 Quanex Duraseal Spacer 66 934A 81641M SDEL(TE JAMB ADAPTER Materials - %��-/I rr (23' Ib - - A. LYNN MILLER, P.E. P.E.# 58705 67 #12 X1.000 SHEET METAL SCREW • • • • • iIn I E 6 �� A 70 712653K SETTING BLOCK, Y32" X1/4" X1" WIPSA • REF•RENCiEfTESR•PO(•TS L•8717, 6968 & 8970 71 71267K SETTING BLOCK, 1/16" X1/2 X1" W/PSA • •• • • • • ••• • 72 4222A 64222 BEAD, 7/16 • 73 988 6988 BEAD, 3/8" • • • • • • • • • • • • 92 986 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED N EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/6LAMI - 1/8" A PVB, 3/16" HS •.90 • •• •• •• •• •• •• •• •• •• •• •• 96 GLASS, 3/8" LAMI- 1/8• HS, .90 PVB, 3/16' HS • • • • • • • • 97 GLASS. 7/16" LAMI - 3/16 A, .90 PVB, 3/16 HS • • • • • • • • 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16' HS • • • • • • • • • 102 11006A I41106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) • ITEMS # 17-19, 28, 29, 56-59 f 4 49, 7449!84-91 & 9�1 )1 Al !HOT USE1J�,?1D Aft AOT PART OF THIS APPROVAL. 103 OFF -THE SHELF DEAD BOLT LOCK • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ►-1.750 ---- 4.626 4.000 DOOR PANEL ( 30 , TOP & BOTTOM RAIL 6063-T5 1.400 489 f 3.655 3.111 4.726 4.100 .550 .050�1F�- OFILLER HEAD ADAPTER 6063-T6 FRAME HEAD 6063-T6 11 OUTSWING THRESHOLD 6063-T6 .062-� DOOR PANEL SIDE RAIL 6063-T5 6.085 I_ F .125 1 34) 5.459 4.726 .750 TRUSS CLAMP 6063-T5 (601 SL HEADER w . 6063-76 4.100 44) -1.750 DOOR PANEL INTERIOR ASTRAGAL 6063-T5 .050 3/8" GLAZING BEAD 6063-T5 1.479 L .750 .075 • • 4.675 .683 4.726 4.100 DOOR PANEL EXTERIOR ASTRAGAL 6063-T5 1 -.525 .050 7116" GLAZING BEAD 6063-T5 •• • • • • • • 5.212 •3.58f� • • • • • • • • • • • • • •,. •• • • .400 • • 1 • • • • • • • � '• SL61L5. • • • •• (61 • %063-Te• • • • ••. • • .830 050 • • • • . • • • • •� • • r_1.480�{ 3.000 \ 2 1 .050 .050 1.620 .250 F-- /Th WEATHER (I 37 STRIP CHANNEL 6063-T5 DOOR FRAME, JAMB 6063-T6 -r-1.578 .890 1 SL JAMB 62 6063-T6 2.980 SL JAMB ADAPTER 6063-T6 3.000 13) r 2.125 0.375 .125 2321 HINGE ) 6063-T5 IG GLAZING BEAD 6063-T5 .504 -H �- W .360 .055 OUTSWING THRESHOLD CHANNEL COVER 6063-T6 2.750 .650-may j25� TUBE MULL (22) 6063-T5 1.000 PRODUC t REVISED P� iit rie florins w.Nng Ac.rerse.ie No IL_nL 5 Espinwi.w Dram 1n11(1 Mt ' P-h Mt 0.+irot ct 8 8 rc 1- 0 D Cn w 1- J w 0 CC 0 0 S 0 Z w 0_' Lt D iJ < S LL rc O i O LL 0 U) it Z rn 8 CERT. OF AUTH. 129298 A. LYNN MILLER. P.E. P E # 58705 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • HEAD _ y ZONE "C" 1 HEAD HEAD ZONE "D"tZONE "D"� JAMB ZONE "A" JAMB ZONE "A" 1 t ZONE LC" ' ZONEL'D" ZONEL'D" SEE TABLE 3., SHT. 9 SEE TABLE 4., SHT. 9 HEAD HEAD HEAD 1 1 ZONE JAMB ZONE JAMB ZONE "B ZONE 1 ZSILL SILL ONE "F" ZO E-I E SEE TABLE 7., SHT. 9 "E• NOTES: AD HEAD ZONE "E" m x m Z O Z o __ — _ ON N co m 1 SILL 4 ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD ZONE "D"ZONE "F"�ZONE� JAMB ZONE "A" /\ j VXXO OR OXX JAMB ZONE "B" / / / \ \ I SILL I SILL 1 SILL j ZONE SEE TABLE 7., SHT. 9 JAMB ZONE "B • ••• "E" • • • • • • • • SCE -CABLE 7, SHT. 9 • •L•XAAlPNE C!F ANC111100RINGE4FOR A 71 3/4" x 83 3/4"'XX' DOOR, • • • • • : W ti49" xk St/E jU S (SEE SOLUTION AT RIGHT) HEAD HEAD ZONE "D" ZONE "E"I JAMB ZONE "A" XO OR \\ OX JAMB ZONE "B" 1 SILL SILL ZONE"D" ZONE"E"' SEE TABLE 6., SHT. 9 HEAD = MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. rONE�ZONE "F'—r—ZONE "F"ffZOE E } ANCHORAGE SOLUTIO / FOR A CONCRETE OXXO INSTALLATION / OXXO A. 19" x 83 3/4" SIDE LITES "B" AND m "E" ZONE ANCHORS FROM w TABLE 7, SHEET 9. z o \ PLUS; CO ¢ B. 71 3/4" x 83 3/4" )0DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS �SILL I I SILL EACH JAMB AND 2+5+5+2 = (14) �IFLF"—{-ZONE -4 TYPE 1 OR 2 ANCHORS AT HEAD ZNNE�,n,��LF"--f 7 AND AT SILL. 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRE•TE,t6iNIN. O.G.FGR C1iU): SEE y(AMIZI.44OXXO ANCHOR LAYOUT ABOVE. JAMBS (AlL) 13 1/4" MAX FROM CORNERS AND 23 1/8" MAX. O.C. • • • • • • • • HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTOS ANt, 20 j/8" JJAX. 4C.: • • • • HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. • • • • • • • • • • • 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFtf2 TO Tilt APPROFI2IATETABLES Or/SHEET 9. + = ANCHOR LOCATION FOR EXAMPLE ABOVE PRODUC f REVISED o t..Ityin with the Florids wtai.tl tad. wteepa.et No !L -adz9. tEydrwiw Dote / a (ii 117 e�.I�L6at4 rlee.ev�c i N v 00 to z 0 w J w w O Q H 0 0 2 (1) w J w 0 C D' 0 0 0 x U z w LL of Q LL to o O tL ;O to co (n ..1- `z ,5 CERT. OF AUTH. #29298 A. LYNN MILLER. P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1. TABLE 3. X DOORS TABLE 4. XX DOORS TABLE 5.0 SIDE LITE TABLE 6. XO & OX TABLE 7. OXO, XXO, OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO & OX) & OXXO 1. 1/4" ELCO TAPCONS E ODVCf D . --�.. ^ GLASS TYPES A, 8, C, D, E GLASS TYPES A, 8, C, D, E GLASS TYPES A, 8, C, D, E GLASS TYPES A, 8, C, D. E GLASS TYPES A, e, C, D, E ANCHOR TYPE & SUBSTRATE 2,3. WOOD 1,2. CONC ANCHOR TYPE 8 SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2. CONC ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 2.3, WOOD 1,2, CONC 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES 'X" - 25.50 X- JAMB"A" ' - I X - HEAD/SILL "C" X - HEAD/SILL "F" (USE ' W 1 TABLE 7.) X- JAMB"A" X - HEAD/SILL "C" I X - HEAD/SILL "F" (USE W / TABLE 7.) "XX' - 47.75 XX- JAMB"A" XX - HEAD/SILL "D"(USE ALSO W/ TABLE 8.) XX - HEAD/SILL "F" (USE W I TABLE 7.) XX • JAMB "A" XX - HEAD/SILL"0"(USE ALSO WI TABLE 6.) XX • HEAD/SILL "F" I(USE W / TABLE 7.) "O" - 10.75 0- JAMB "B" 0 - HEAD/SILL "E" 0 • HEAD/SILL "E" "X' - 25.50 O- JAMB"B" O - HEAD/SILL "E" X-HEAD/SILL"D" X- JAMB"A" 0- JAMB "El" 0 - HEAD/SILL "E" X - HEAD/SILL "D" X -JAMB "A" "X' - 25.50 0- JAMB "B" O - -1EAD/S I LL "E" X,XX - HEAD/SILL "F" 0- JAMB "B" O • HEAD/SILL "E" X,XX • HEAD/SILL "F" 3. #12 SCREWS (G5) TO 37.50 TO 71.75 TO 36.75 m TO 37.50 TO 37.50 XX - 47 75 TO 71.75 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE Description: ANCHOR QUANTITY LOAD ZONE TABLES 7HIe: ALUM. FRENCH DOOR & SIDE LITES, IMPACT Sertes/Model: Scale: Sheet: Drawing No. REV: FD-101 NTS 9 OF 10 11005-1 F WIDTH x HT. WIDTH x HT. WIDTH x HT. m 2 O SIDE LITE WIDTH x HE SIDE UTE WIDTH x HT. SOLUTION ON SHEET 8. 25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 SVAMB ANcFICtJ M TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH 4 2 U!tro4MB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH 10.75 x 79.75 4 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 4 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 1 4 1 83.75 4 2 83.75 4 2 4 2 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 87.75 4 2 4 2 7 2 3 91.75 5 4 7 4 2 3 91.75 4 1 4 1 91.75 4 2 4 2 91.75 4 2 4 2 91.75 95.75 5 6 2 2 7 4 4 2 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 2 4 2 95.75 4 2 4 2 27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 4 2 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 4 2 83.75 4 2 4 2 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 2 4 2 87.75 4 2 4 2 91.75 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.75 4 2 4 2 91.75 4 2 4 2 95.75 6 2 7 4 2 5 95.75 6 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 4 2 95.75 4 2 4 1 2 29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 4 2 19.00 x 79.75 4 3 4 1 2 83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 4 2 83.75 4 3 4 1 2, 87.75 6 2 8 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 3 4 2 87.75 4 3 4. 2 91.75 6 2 8 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 4 2 91.75 4 3 4 2 95.75 6 2 8 4 2 5 95.75 6 4 8 4; 3 5 95.75 4 2 4 2 95.75 4 3 4 2 95.75 4 3 4 2 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 3 4 2 21.75 x 79.75 4 3 4 2 83.75 6 2 6 4 2 5 83.75 5 5 8 4 2 3 83.75 4 2 4 2 83.75 4 3 4 2 83.75 4 3 4 2 87.75 6 2 8 4 2 5 87.75 6 5 8 4 3 5 87.75 4 2 4 2 87.75 4 3 4 2 87.75 4 3 4 1 2 91.75 6 2 8 4 2 5 91.75 6 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 4 2 91.75 5 3 4 2 95.75 7 2 10 4 2 5 95.75 6 5 8 4 3 5 95.75 5 2 4 2 95.75 5 3 4 2 95.75 5 3 4 2 33.50 x 79.75 6 1 3 6 4 3 3 63.75 x 79.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 4 2 27.75 x 79.75 5 3 4 2 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 4 2 83.75 5 3 4 2 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 4 2 87.75 5 3 4 2 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.75 6 3 4 3 91.75 6 3 4 3 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.75 6 3 4 3 95.75 6 3 4 3 35.50 x 79.75 6 3 8 4 3 5 67.75 x 79.75 6 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.75 6 4 4 3 36.13 x 79.75 6 4 4 3 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83,75 6 3 4• 3, •• • 463.75.6 41 4 4431 83.75 6 4 4 3 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 7 3 •4 3 • s•• 017.�5 5� t 3 87.75 7 5 4 3 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3 A'• 3 1: ••: 115 a 5: 4 ! 91.75 7 5 4 3 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 •4 31 •• • •95.75.7 51 4 46 95.75 7 5 4 3 37.50 x 79.75 6 3 8 4 3 5 71.75 x 79.75 6 5 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 4 3 36.75 x 79.75 6 4 4 3 83.75 6 3 8 4 3 5 83.75 6 5 I 9 4 3 5, 83.75 6 3 4 3 83.75 6 4 4 3 83.75 6 4 4 3 �(. 7 I �, t� 87.75 7 3 10 4 3 5 87.75 6 5 9 4 3 5 87.75 7 3 •4 •034 •• 487.79, 7 5 4 34 87.75 7 5 4 3 � (� t! 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3• 4 • •3 • 945 : 5 d 3 91.75 7 5 4 3 95.75 7 3 10 4 3 5 95.75 7 6 10 4 I 3 5 95.75 7 •i• 4 :I • .1 5.t5 = 51 4_3 95.75 7 5 4 3 _ • • • e • • • • ` A. LYNN MILLER, P.E. P.E # 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 2X WOOD BUCK, NOTE 2 1 3/8" MIN. EXT. 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 1/4" MAX. SHIM CONC ANCHOR ON STAGGERED CENTERS, NOTE 1' EXT. 1X WOOD BUCK, NOTE 2 DOOR JAMB (WOOD) - WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 EXT. 1 /4" MAX. EXT. SHIM 3/8" MIN. - 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) NOTES: 3/4" {_ ,_ I MIN E.D. EXT. 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 -\ 1 3/8" TYPE 1 1 1 3/4" TYPE 2 n J 1 3/8'1 MIN. A" j I 1 114MAX. 1 1/4" MAX. /1 SHIM _ SHIM CONC. EXT. WOOD ANCHOR. ANCHOR rye NOTE 1 \ TYPE 2 OR 3, DOOR HEAD (GONG) 1 1/4 TYPE 1 OR 2 (CMU) NOTE 1 l 3/9" TYPE 1 (GONG) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 1 3/4" MIN. E.D. ".. :illiMM1.11. 11 3/4" MIN."E.D. c _1.5 KSI MIN. CMU OR 3:4 KSI MIN. CONC. DOOR JAMB.(CONC) CONC. ANCHOR, NOTE 1 1 3/4" MIN E.D, EXT. r\ SIDE LITE HEAD (CONC) 1 3/4" MIN. E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM 1/4" MAX. SHIM 1/4" MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) EXT .,1 1 3/8" TYPE 1 1 3/4" TYPE 2 MIN. 3.4 KSI MIN. CONC. DOOR SILL (CONC) CONC. ANCHOR, ' NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 -' SIDE LITE JAMB (CONC) CONC. ANCHOR, ,NOTE 1 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. • 1 3/4" MIN. E.D. 1X WOOD BUCK, NOTE 2 1 /4" MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. 1/4" MAX. SHIM 1 3/8" TYPE 1 • 1.1 3/4" TYPE 2 f SIDE LITE SILL (CONC) r- 1 3/4" MIN. E.D. CONC. ANCHOR, NOTE 1 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVEDIEL6O •/4" 'AMCOINSEMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER 0%1NNCHgtTC,Ctt1CtE E:P%E IS•1.3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. WYPE 211). • • • • • • • 2. WOOD BUCKS DEPICTED AS 1 x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPMNAL 1IFI RIIT IS MST/RLEI7DIRECteY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USgD,Apji1-SHRVj, fIONIMETALLIC,OROLI=9400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TIIAN6FGR SHEAR SOACITO SUBSTRATE. IF SUBSTRATE IS WOOD, 304 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD Wit1STI ITE,.OV15 AIRT/EQ 8j THE AUK HORITY HAVING JURISDICTION. • •• • • • • • • •• • • • • • • • • PRODU+_ ( REVISED as maaplyug skit Etc F1mWa Estudisg Cos Acerpnen Ne 16-012'i•l") Eaparta.< D.l< V-' ,.4i,�...� n'1Y ar'Pett: •::ac: Coals al In 0 as `s o 5 8 8 z 0 po 0 U- O no N h Z 8p zLL CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • •