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WS-17-1469WS\I-Voct • C1F,3s* Vit Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -6-17-1499 Permit Type: Permit ark Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 6/7/2017 Expiration: 12/04/2017 Parcel Number Applicant 141 NE 102 Street Miami Shores, FL 33138- Owner Information Address 1132060131830 Block: Lot: MARGUERITE MERRILL Phone Cell MARGUERITE MERRILL 141 NE 102 Street MIAMI FL 33138-2324 (786)423-5653 Contractor(s) Phone CeII Phone JOHN & JOHN AFFORDABLE SHUTTE (954)817-7299 Valuation: Total Sq Feet: $ 10,355.00 0 Type of Work: SUPPLY AND INSTALL 10 IMPACT WINDOW No of Openings: 11 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.60 $3.15 $3.15 $2.20 $210.00 $9.00 $8.80 $242.90 Pay Date Pay Type Invoice # WS -6-17-64179 06/01/2017 Check #: 2311 $ 50.00 $ 192.90 06/07/2017 Check #: 2325 $ 192.90 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction aid zonFg Futhermore, I authorize the above-named contractor to do the work stated. (1 �Y1v rize�Signature:Own / Applicant / Contractor / Agent Building Department Copy June 07, 2017 Date June 07, 2017 1 JC,V)61-C-ft Simi a Miami Shores Village 6 ,N Building Department \6,N 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 El PLUMBING ❑ ELECTRIC ❑ ROOFING ❑ MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: \t--1‘ NE 1 Da f\d City: Miami Shores Master Permit No. Sub Permit No. RCEWED JUN 01 20177w By41P L J u1 FBC 20 I (4" ver.ct9---1q6� ❑ REVISION ❑ EXTENSION ❑ RENEWAL CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS County: Miami Dade Zip: 3313g NO X Folio/Parcel#: 11- a,1)10- 01 - test) Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: CPRS Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): MarTic r It J ( frill Phone#: 96g3D•31E-16i Address: 1L-{ i N G 10a'�A Si - city: '(V1► aryil SitO Y(S State: e10 r i C1(k_ Zip: 3313g Tenant/Lessee Name: 0 ``f1 Email: Pr\ 00.'C6)MPxni\10 rail- O1 Phone#: CONTRACTOR: Company Name: 01,y() & P Plff-DiaabIC Address: II a8 N FC CXCro0 City: 1-} a\Iy wtoc1 State: oYI Aa Qualifier Namel COrlSi- antis 1•\uZ(Up State Certification or Registration #: Lei CI S 11OiS DESIGNER: Architect/Engineer: CX\\ Dna I'M Address: a.5N 31 )esQ Value of Work for this Permit: $ \ Q , 355. DO Phone#: g5U5:1yo3kq Zip: 3Oa® Phone#: c16,A a74638Q Certificate of Competency #: Phone#: OVA"1S lD(E3(xl -( City: \-\ Q I\\\ Wood, C, State: Zip: 33 t Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace Description of Work: S\)p P Iy a t1 d Install 10 \mp Oair Nli ((C),lJWS C & ct 1 rt lun Oto0r. ❑ Demolition ar.d uin�. Specify color of color thru tile: Submittal Fee $ 6v • O Permit Fee $ 210 - CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ � (Revised02/24/2014) TOTAL FEE NOW DUE $ 1�""i 2 . �t� Iv • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature CONTRACTOR The foregoing instrument was acknowledged before me this The forego' instrument was acknowledged before me this 1 day of 3Une , 20 f , by Sir day of 301i`. , 20 11 , by Mcitrvsxitc Mari 1' , who i ersonally known CtiNittririlA NuZXU' , who isr�rsonally kn� o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 15k AAt( yXlid. I S1mlk Seal: ear. p!",c ADAMITA D. SIMU * MY COMMISSION # FF 946151 EXPIRES:April2 20 d''o �Ov Bonded Thru Budget Nc ry Senkes ****************************** *** ***Jr* APPROVED BY (Revised02/24/2014) me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ADAMITA D. SIMU 'ai * MY COMMISSION ii FF 946151 EXPIRES: A.pril 23, 2020 fr474.0, foe Banded Thru Budget Wary Services **************************************************************** Plans Examiner Zoning Structural Review Clerk Property Search Application - Miami -Dade County 0 http://www.miamidade.gov/propertysearch/#/ IMPORTANT MESSAGE When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. SEARCH: Address Owner Name Subdivision Name Folio 141 NE 102nd St PROPERTY INFORMATION Folio: 11-3206-013-1830 Sub -Division: MIAMI SHORES SEC 1 AMD Property Address 141 NE 102 ST Miami Shores, FL 33138-2324 Owner MARGUERITE PAUL MERRILL Mailing Address 141 NE 102 ST MIAMI SHORES, FL 33138-2324 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Suite Co ` 0 Q Back to Search Results 1 of 5 6/1/17, 8:37 AM Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/ Beds / Baths / Half 3/2 / 0 Floors 1 Living Units 1 Actual Area 1,923 Sq.Ft Living Area 1,519 Sq.Ft Adjusted Area 1,782 Sq.Ft Lot Size 11,300 Sq.Ft Year Built 1940 Featured Online Tools Comparable Sales Glossary Non -Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year 2016 2015 2014 Land Value $282,093 $215,061 $215,061 Building Value $124,027 $124,027 $120,819 Extra Feature Value $22,752 $14,955 $15,071 Market Value $428,872 $354,043 $350,951 Assessed Value $154,499 $153,426 $152,209 TAXABLE VALUE INFORMATION 2016 2015 2014 COUNTY Exemption Value $50,000 $50,000 Taxable Value $104,499 $103,426 SCHOOL BOARD Exemption Value Taxable Value $50,000 $102,209 $25,000 $25,000 $25,000 $129,499 $128,426 $127,209 2 of 5 6/1/17, 8:37 AM JOHN & JOHN AFFORDABLE SHUTTERS, INC. 1128 N Federal Hwy, Hollywood, FL 33020 Cell: (954) 274-0389 E-mail: adsaffordable(amail.com Licensed and Insured CGC 1517089 05/30/2017 Name: Marguerite Merrill Address: 141 NE 102nd St. Miami Shores, FL E-mail: margmerrill@gmail.com Supply and Install Impact Windows and Doors as follows: 1. 37 X 50 5/8 —1 CA740 Window, White Frame, Gray Glass — $645.00 2. 18 3/4X 50 5/8 —1 CA740 Window, White Frame, Gray Glass - $590.00 3. 74 X 50 5/8 — 1 HR710 Window, XO, Whi Frame, Gray Glass - $1,120.00 4. 38 X 80 — French Door 101, White Frame,Glass - $1,570.00 5. 37 X 50 5/8 — 1 CA740 Window, White Frame, Gray Glass — $940.00 6. 37 X 50 5/8 — 1 CA740 Window, White Frame, Gray Glass — $940.00 7. 37 X 50 5/8 — 1 CA740 Window, White Frame, Gray Glass — $940.00 8. 37 X 50 5/8 — 1 CA740 Window, White Frame, Gray Glass — $940.00 9. 37 X 50 5/8 — 1 CA740 Window, White Frame, Gray Glass — $940.00 10. 37 X 50 5/8 — 1 CA740 Window, White Frame, Gray Glass — $940.00 11. 37 X 38 — 1 CA740 Window, White Frame, Gray Glass - $790.00 TOTAL PRICE: $10,355.00 Price Includes: Materials, Hardware, Installation, Clean up and Tax. Building Permit, Engineering Calculations and NOC are Additional and paid by Owner at cost, against receipts. Payment Plan: At Signing of Contract At Completion of Installation At Final Inspection Joan Ancateu - $5,175.00 - PAID CK#231 - $4,660.00 + Permit Fees - $520.00 Date /-/7 05/30/2017 John & John Affordable Date Miami Shores Viiiage 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). ledgement: alifier/Owner Signature 7//7 COns\- M-vt \\Azd U4 Date Print Name xca MUrC1,uktYi\-C. McCl111 11-1i NF, 10 nd st. M 1 c�,mi s\nore.s , F -L 331'3 ? N\P% Nips NIf) z 15 f -t I 3-1 x eD5li C,cs.ern en1- 7 4 0 '1° -0"q . a+ DATE IrI4xo5k CaSe,rent 14t7 up-ouaci • at 3 ly x 505)s IAor.izortal ka-011er 110 Ito - o-1ILA . i3 Li 3x SD Fr-ehc\m Dear ID( l+p-QLQ11.n 5 31x505k COce,WeCIA- 140 ia-oU2a6i-:al (4, 31)(S5ii CasernC.yr- -140 kw- okom ?'.i 1 31 x509 CaS - MC n k- ----P-10 ti) - 0(3 ,3,61 - ak F 3 x5051s CaS C.mC,r -- --1H o 0e - bco'zci.al 9 31 ) 051s CCcS-cm c - —No o I- v c� eLA I ( D 3-1 x 5D5)2 C0.sc_ mC,nr- -11_4 D 10 - aoa.(1. `DNI it 31)438 Ccs{-!" Cni- --IyD ID-ouag.a, JU 0L2017 v BY: riarni Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT 62 , Ala :-(Ji ,r CT TO CCti"PI IANCE WITH ALL •, AV ANI) CCL Nl Y Ili. 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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 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.- JSCRIPTION: Series "HR- uminum orizonta Rolling Window - L.M.J) APPROVAL DOCUMENT: 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., bearing the Miatni-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade 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.miamidade.zov/economy --1543SSILE; IMPACT" arge and Small Missile Impact Resistant. ABELING: Each unit shall bear a permanentlaabel 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 eltsttibnttvrs n le.hail bea valiable for inspection at the job site at the request of the Building Official. 'phis jsjOriCev sCs A# 15-0519.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as • sve11 a$ aNeoda.•dtttdnvit•mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. =r 1, • • • • • . • ••• • • • • • •.. • • • • ••• • . •• • . • • • • . • ••• • • • • • • • • • • • • • • • • • ••• •. .• • • • ••• ••• • •• •• .•. • • • 8/21)16 Ex NOA No. 16-0714. 3 ration Date: December 21, 202 proval Date: September 01, 201 Pa 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: 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 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 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-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, 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) •• ••• • • • • . •• • • • • • • •• ••• •• • • • •• • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •. •• . • • . • ••• • • • •• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • •J• • • • • • • • • • • • • • •• J• E-1 Manuel Per E. Product Control E. i' ner NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 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, complying with FBC-5th Edition (2014), dated 05/14/15, prepared by manufacturer, signed and sealed by 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 Resources (RER). 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. . .. ... . . . . . .. • . • • • • .• ... .. . . . •• • .•. ... . . . • •• • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • •• • ••• • • . ••• • E-2 ..• • . . . ... • . • • • • • • • ••• • • . . . • • • • .. .. . . • ..• •• • . ... • • • • • • •• • ‘—)1/ Manuel Pe Product Control E amin,r NOA No. 16- l • .13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 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, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.09, issued to PGT Industries for their Series "HR -710" Aluminum Horizontal Rolling Window - L.M.I., approved on 07/09/15 and expiring on 12/21/21. . • • • • • . .. .. • . . • • • .. ... .. • . . .. .. ... . . • . . .• • • • • . . . • .•. • • . • • . . . • . • • . . .• • . . . . . . . • . •• .. • • •. .. • . E-3 • . . . . ..• . . • . . . . . . • . ... . . • • . • . . . . . . .. •. . . . .• •. • • . . •.. .• . cwai Manuel Perez Product Control Exa • r 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 °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 1/8" 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 81300-09 • ANSIIAFSPA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 • A I S I -S 100-07/ S 2.2010 • • • 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 • • ( )NSISTINN OF (A.LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" "PVB" INTERLAYER. • • • J ;3/16" LAMI It: (1) LRE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI • (•ONSISTIlG OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. • K. 13/16" LAMIlet (111)11•1-E OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI cONSISTINg LIF (j )•LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. • L..3/16" LAM" S (YI }L'TE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI • • • • CONSISTING$ 3 S2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. • • • IONFIGURATI 4 XO, XOX •3. DESIGN PRESSVESISEE TABLES, SHEET 3) • •• • • A.TIEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. • 6.13. POSITIV8,DESI15U LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. • • • •••• • 4. ANCHORAGE: THE 331/3% 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 NOS 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). 9. 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. "PVB" = .090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. 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 PRODUCT REVISED m ce PIYi•g wish Ow Florida Bualdalg CNN ccepenuce Ecp4rxicn Date Z I By 4/1 hv,�a3e Prdect Cp0r Revsd By JR Rood By. ROM By: Ora. By: F.K. o.: 05/05/16 R.N••vc ADDED SPACERS TO SHEET 2. Deer RnMb,u: ❑b Revisions: da: 2(28406 Chocked Dy' 3/23/06 1070 TECHNOLOGY DRIVE N. VENICE, FL34275 P.O 9001529 NOKOMIS. FL 34274 PST Visibly Better GENERAL NOTES Tar ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS s,•a 1 d 11 u.wRR> 4127-10 G A. LYNN MILLER P.E. P.E,M 58705 • 53 1\ 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTH 'ED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS '—.090 PVB INTERLAYER .090 PVB INTERLAYER 1/8' ANNEALED OR HEAT STRE = HENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 7/16' LAMINATED 5/16" LAMINATED GLASS m • f••� •• • ••• 4. 1013 •••• 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .O9O PVB INTERLAYER • I/O' ANNEALED OR HEAT STRENGTHENED GLASS • • • • 5/18" LAMINATED 5/16" OR 3/8' AIR SPACE 1/8' OR 3/16' ANNEALED OR TEMPERED GLASS 13/16' NOM. 134.1LXIII TeGLASS W/ 5116" LAMI • •• • • • • • 1/2" NOM. GLASS BITE EXTERIOR INTERIOR* (ALL SECTIONS) 66,67,68,69,70,71 •• • • •••• •••• • • • •• STRUCTURAL POLYISOBUTYLEN - WITH DESICCANT EXT. GLASS SILICONE STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT `5 KODISPACE 4SG TPS 7/16 LAMINATED GLASS 1/2" NOM. GLASS BITE Part# Description Material 75 Kommerling 4SG TPS Spacer System See this Sheet Maattfor i Materials 76 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Duraseal Spacer 78 Cardinal XL Edge Spacer REFERENCE TEST REPORTS. FTL-8717. 8968 & 8970 "PVB" = KURARAY BUTACITE PVB INTERLAYER or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVa INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 3/16' OR 114' NR SPACE 1/8" or 3/16' ANNEALED OR TEMPERED GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI HOT -MELT BUTYL 3/16" NOM. BUTYL & DESICCANT FOAM EXT. GLASS EXT. GLASS INT. GLASS ALUMINUM REINFORCEMENT POLYISO- BUTYLENE SEAL 5/16" NOM. ROLL -FORMED STAINLESS STEEL\ EXT. GLASS INT. GLASS q/// INT. GLASS SUPER 76 SPACER®NXT"'" DURASEAL® 77 SPACER DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL 6 SPACERXLEDGE 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. PRODUCT REVISED as complying with the Florida BuildMg Code Accep/auce No /(o- 0 7 I 'ern; tion 13160 "Med / IL4/ Miemi ()ndrProdoc JR Daw 0517SSH6 D! ADDED SPACERS. Rrwiva 16 MIK w.toer F.K. Darraave arrre J.J. Doest 3/23'66 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pct Visibly Better GLAZING DETAILS tr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Full loot 2 d 11 4127-10 G A. LYNN/&S1&LLER. P.E. P. E.8 58705 TABLE 1. XOX (1/4,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 83" 84" A,B,G,H +60.0 -60.0 +60.0 ' -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -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 FOR INSTALLATION IN 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 THE HVHZ ABOVE 30 108" 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 FL- ,GALL HAVE LASSTYPAESG- SH 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 TEMPERED I.G. GLASS CAP. BOTH THE DP UP TO 111" C,I +60.0 -60.0 AND ANCHOR UP TO 111" D,E,F, J, K, L +75.0 -75.0 QUANTITY REMAIN UNCHANGED. : X9X (1/3,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" TABLE SMALLER) 2. wf aaow 4'S. • WINDOW HEIGHT 1YPE • ALL HEIGHTS UP TO 63" • • • WIDTH ' Tp 86 7/16" P 4C 013,4910 0 9 +60.0 -60.0 • •T •86.7/16" Ebrb: F'e�. 9 +75.0 -75.0 • • T XO litAItlGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO TABLE 3. ARE 1" SMALLER) 11YI Pan WINDOW HE�j�. IbTH . nem . TYPo 26" 36" 38 3/8" 48" 54" 60" 63" •••0" 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 +75.0 ! -75.0 +75.0 I -75.0 • •..A- 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 -65.2RODUC REVISED ,, cemptyiog with the Florido rK,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 Q75.b -75.0) +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 fli. <cutdprmtin= e N cIvo 1 . 'D /4-. UP TO 74" C,D,E,F, I,J,K, L +75.0 C. -radon Deft D71ir<�4 2/ -75.0 '''' /,/ Mamlt , nct Maim d PradCoe GLASS TYPES: TEST REPORT FTL-4858 (XOX), FTL-4859 (OX & XO) AND FTL-5330 05/16" LAMI - (1/8" A, .090,1/8" A) 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) 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) H. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI I. 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR 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 - - (1/8"A, .090,1/8"HS) , - (1/8"HS, .090,1/8"HS) (3116"A, .090, 3/16"A) . (3/16"A, .090, 3/16"HS) . Q-�� -` (3/16"HS, .090, 3/16"HS) - _ 61111/4 Rawl 9y LLt ra":mr o 14.1. TECHNOLOGY DRIVE DESIGN PRESSURES p"..,. .....,Rend p.,,. 1.11.21N1070 N. VENICE, FL 39275 1� Br o ALUM. HORIZONTAL ROLLER WINDOW, IMPACT P.O. BOX 1529Orm FL 34274 amiL,rc solr eewe po,a "w- A. LYNN MLLER P E. ally, 22M$ a. j. NOKOMIS, Visibly Bet> uaro13/OB HR710 NTS 3 > 11 4127-10 G P.E.Y58705 27 3/8" MAX. DLO VENT r___ 54 5/16" MAX. DLO FIXED 8 •• • • • • i 0 • •• • • • • • 110" MAX. WIDTH I.F. FRAME 1 •••• • • • • 111" MAX. WIDTH FLANGE FRAME • • • • itDETAIL B - XOX (1/4-1/2-1/4) • •• •• • • • • •••• • • •••• • • •• • • • •••• •••• • • •••• 33 9/16" MAX. • ` • DLO FIXED .. 33 9/16" MAX. DLO VENT • 57 3/8" MAX. DLO ALL FIXED LITES • ••• I•• r • • A 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. 63" MAX. FLANGE FRAME ALL CONFIG. C 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A XOR XO 27 3/8" r_ MAX. DLO VENT 27 3/8" MAX. DLO FIXED �- 85 7/16" MAX. WIDTH I.F. FRAME -- -86 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) D PRODUCT REVISED nr complying with the Florida Building Code Ac+xp+:mce No 1 P'xviwtion Dna 1 Dodo Product C VOZ Rend ST LIMM F.K hobo Rooloicor thie Dar 228476 cd.aa J.J. or. 06 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 c; Vaiibly Barrer ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Nem NTS 4 a 11 4127-10 Nee G A. LYNN MILLER, P.E. P.E.* 58705 INTERIOR MAX. VENT DLO MAX. FIXED DLO --�I MAX. WIDTH (FLANGE FRAME) MAX. .• • • • Md.* HEIGHT • •FtlAtig • FRAM• • DAX. FIXED •• LO ••• • ••• • • • • • •••• • ••• • • •••• EXTERIOR INTERIOR • SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) 1 4 m 1 I-�— MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR INTERIOR SECTION C -C (VERTICAL SECTION, FLANGE FRAME) SILL HEAD (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, t.F. FRAME) PRODUCT REVISED cmnplyiog with the Florid. ;Building Code AcccPtatcc NO 12 :ration fate , ede Prodocl C 21 Roved By Rawl By RoxO By Orono Br F.K. 0 b.r Per linfloksw 2/28/16 Ct.m4By J.J. 3/23206 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P SECTIONS >r ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Barbara: HR710 Salim Half 5 - 11 uw+vMx 4127-10 Rin G 4 A. LYNN MILLER, P.E. P.E.B 58705 ITEM DWG/I REV DESCRIPTION MATL PGT# ITEM DWC#7 REVI DESCRIPTION I MAIL I PGT# 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 66 GLASS, 13/16" LAMI IG -1/8"A (MIN.), 3/8"AIR SPACE, 5/16" LAMI (118"A, .090 PVB, 1/8"A) SASH STOP LIFT CLIP) 6063-T5 AL 612244 67 " 13/16" LAMI IG -1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"A..090 PVB, I/8"HS) 2 4025 (STD.) (ANTI PH. PAN HEAD 7834AA 68 " 13/16" LAMI IG•1/8"A (MIN.), 3/8" AIR SPACE 5/16" LAMI (1/8"HS, .090PVB, 1/8"HS) 3 #8X 3/4 STOP) 6063-T5 AL 69 " 13/16" LAMI IG -3/16"A (MIN.), 5/16" AIR SPACE 5/16" LAMI (1/8"A, .090PVB, 1/8"A) 4 4053 SASH STOP COVER (SASH AL 64136 70 " 13/16" LAMI IG3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 6 4136 FLANGE FRAME SILL 6063-T6 " 5/16" AIR SPACE, 5/16" LAMI (1/8"HS, PVB, 1/8"HS) 7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 13/16" LAMI IG -3/16"A (MIN.), .090 IG 1/4" AIR SPACE, 7/16" LAMI (3/16"A, 3/16"A) 8 4131 ROLLER TRACK 6063-T6 AL 64131 72 13/16" LAMI -1/8"A (MIN.). .090PVB, 13/16" LAM11G-1/8"A (MIN.), 1/4" AIR SPACE 7/16" LAMI (3/16"A, 3/16"HS) 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 74 .090PVB, 13/16" LAMI IG -118"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"HS. .090 PVB, 3/16"HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 75 13/16" LAMI IG -3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 13 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 76 13/16" LAMI IG -3/16"A (MIN), 3/16" AIR SPACE 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 77 " 13/16" LAMI IG -3/16"A (MIN.), 3/16" AIR SPACE 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 15 1155 #8 X 1.000 QUAD PN. SMS 78IPQA 90 1014 SCREEN FRAME (HOR & VER) 3105-HI4 AL 16 4110 G SCREEN ADAPTOR 6063-T5 AL 641106 91 1630 SCREEN CORNER KEY W/RINGS POLYPROP. 17 4054 B FJXED MEETING RAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 19 4066 W STP.,.187 X .230, FIN SEAL 64066G 93 1073 SCREEN SPRING ST.ST. 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC •21 22• W STP.,.250 X .270 BACK, FIN SEAL 616836 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 23 X683 225-1 • ROW,HOUSING& GUIDE 42112HD 96 SCREEN CLOTH 26 • :RA SS ROLLER WHEELS BRASS 7BRWHL2 •14• • 29 4128 • HORIAONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N !2 4006 1 S•A SidLEE INGRAIL 6063HS-T6 AL 64006 — 2 710 33 •1235 WSIP..170 X .270 BACK, FIN SEAL 67S 166 35• ••1096 • S W iB LATCH DIE-CAST 71096 i6i, 1016 #8 X .625 PH. FL. SMS 7858 37 07126 • g/rSitl•SIDE RAIL 6063-T5 AL 64126 2.624 616830 3e 1683 as?P.,.250 X .270 BACK, FIN SEAL S9 7070 • R(3IE•WEATHERSTRIP .187 X .275 67070K .062 44 • i1y"ZgAILCOVER CAP 74078"C" L OR R 44 4139 • 1.1IRAMEHEAD 6063-T6 AL 64139 I.F. FRAME HEAD � ii, 4140 • P.F. FRAME SILL 6063-T6 AL 64140 41 64139, 6063-T6 43 •4141 I.F .FIIAMEJAMB 6063-T6 AL 64141 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT PRODUCT REVISF,D 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K :ompy vgwLLM the Floyd Cod: 6Ac 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 2.784 eiiding axe No /� - 0 4: 53 4039 B GAZING BEAD - 5/16" 6063-T5 AL 64039B � I - v'nrtiu° Dm � W/(TRILL KIT 6063-T5 AL 644703 .062 3.152 �Y #I 54 55 4044 4222 B A GLAZING BEAD - 5/16" (TLAZINGBEAD-7/16" 6063-T5 AL 64222 JII yip vtonse� ( 56 985 C GAZING BEAD - 7/16" W/GR LL KIT 6063-T5 AL 6985 --...— 1.988 .062 59 4067 (LAZING BEAD - 13/16" 6063-T5 AL 64067 60 GLASS 5/16 LAMI (1/8'' A,.090PVB, 1/8" A) 43 I.F. FRAME JAMB ---`ice 61 " 5/16 LAMI (1/8" A, .090 PVB, 1/8" HS) #4141, 6063-T6 62 " 5/16' LAMI(1/8" HS, .090PVB, 1/8" HS) 63 " 7/16' LAMI (3/16" A, .090 PVB, 3/16" A) 2710 64 " 7/16' LAMI (3/16" A, .090 PVB 3/16" HS) 42 .F. FRAME SILL 65 65 7/16' LAMI (3/16" HS, .090 PVB, 3/16" HS) #4140, 6063-T6 �b RendBy Aft Rwib,[ DRIVE PARTS LIST w,aBy, Minion. 070 TECHNOLOGY N. VENICE. FL 34275 I I GT Tar WINDOW, IMPACTip ' ,.,,., a, ,t,.b ALUM. HORIZONTAL ROLLER P 0. BOX 1529 FL 34274 Better •rY� e,�. �,o,e Irr A. LYNN MILLER P.E. F.K. _ 228 061J.J. Mas $23/06 NOKOMIS, Visibly /01710 NTS 6 r 17 4127-10 G P.E.# 58705 1 FLANGE FRAME HEAD #4102A, 6063-T6 SII ---.D62 .490 j •• • •• • • Z ASH STOP • • .11:4425, 6063-T5 • • • • • • • • • • •• •• • • • • •••• •••• • • • 1.183 •••• •r o • • • •••II• • uII • • • • • 1.349'1 • • • • • • 21 SASH TOP & BOTTOM RAIL • • . • #4133, 6063-T5 • • •••• 3.152 .062 122 2.710 O FLANGE FRAME SILL #4136, 6063-T6 O HORIZ. ROLLER TRACK #4131, 6063-T6 2. 79 .062 —y 1.081 32 SASH MTG. RAIL #4006D, 6063H8 -T6 1.187 r. 050 1 1 b1.513- 1 1.187 �---- .040 I .738 1-1.443—"1 -T .062 3.090 O FRAME SILL ADAPTER #4137, 6063-T6 1.16 713 o62 FLANGE FRAME JAMB #4002A, 6063-T6 O SASH STOP COVER #4053, 6063-T5 Irrl 2.784 1.363Q 1 .062 1�1.403�{ 17 FIXED MEETING RAIL #405413,6063HD-T6 �1.29r� SASH SIDE RAIL #4126, 6063-T5 F.050 II +T Ip .678 1.096 1 - 53 GLAZING BEAD, 5/16" #40398,6063-T5 .678 II i IC .678 050--4ti b'678 .683 .050 oso —'l>� 1.096 I -{j 1.096 I i 1.115 1 -1 f'� 11.097 54 GLAZING BEAD, 5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD, 7/16" 59 GLAZING BEAD, 13/16" #40446,6063-T5 #4222A,6063 -TS #985C.6063 -T5 #4067, 6063-T5 (USED W/ GRILL KIT) (USED W/ GRILL KIT) am !bad*, Rorr48y. F.K. aee Rwvr' Retetkow 272&'16 a.cka4a,, J.J. 3/23/)6 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. ocx 1529 NOKOMIS. FL 34270 EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 1/i7186 Better HR710 Salt Half 7 a 11 orswnoin 4127-10 G FRODUCT REV iSLU as complying with the Fkvida Building Code AT.eepteDve No I imtion D^-.'8 A. LYNN MILLER, P.E. P.E # 58705 ANCHOR QUAN1111ES, XOX (114-112-114) 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 2,3, WOOD 2, CONC 1, CONC 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 -812 STEEL SCREWS (05) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W H HEAD & SILL m co m i HEAD & SILL 2 , a 1' Iy 'm HEAD & SILL 'Ig I' HEAD & SILL 1n m g HEAD & SILL a m m f HEAD & SILL /n 2. GLASS TYPES: m A. 5/16" LAMI - (1/8" A,.090, 1/8" A ) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) LAMI HS,.090, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAR BOTH THE DP AND 53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 C. 5/16" - (1/8" 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+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E. 7/16" LAMI-(3/16" A,.090, 3/16" HS) HS,.090, 3/16" HS) 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F. 7/16"LAMI -(3116" 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+52+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" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) OR SPACE, LAMI HS,.090, 1/8" HS) 60.000 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+1 1. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5116" 3/8" 5/16" - (1/8" 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) 63.000 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+C3+1+C3+11 3 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) 3/16" HS) 60.000x 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 IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 2 48.000 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+2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT 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+1I 3 1+C2+1+C2+1. 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, 54.003 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 3 1+C2+2+C2+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+11 3 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 63.000 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 TABLE KEY: 74.000x 38.375 1+C2+2+C2+112 1+C2+1+C2+1i 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 X 2 X • • 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+1 1+C3+4+C3+11 3 .....--ANCHOR QUANTITY PER JAMB 3 lc •••: .000 50.625 1•C2♦,?+C12•ib1 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+1 3 1 HEAD AND SILL ANCHOR QUANTITY. =',4.000 1+c1+2+C2/111 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+11 3 A CLUSTER OF (3) ANCHORS CENTERED EACH MEETING RAIL PLUS (1) •AT %3.000 1:C22+C2;1 3 1+C2+1+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+1I 3 1+C3+2+C3+11 3 ANCHOR AT EACH OPERABLE VENT • 63.000 1'P&P-2901A I 3 1+C2+1+C2+1c 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+11 3 1 1+C3+2+C3+1' 3 PLUS (4) ANCHORS AT FIXED SECTION. TOTAL AT HEAD AND SILL. • 431,020.18.375 1+014'202+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+11 2 1+C2+3+C2+11: (12) ANCHORS 2 • 018.000 1.OQ024102.i 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C3+3+C3+1 3 (3' MIN. O.C. ANCHOR SPACING) •••• 50.625 1+02.2.02+113 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1(3 1+C2+2+C2+1I 3 1+C3+3+C3+1 3 • • •• :I 3 1+C2+2+C2+11 3 1+C4+3+C4+1I 3 25 3/4" max. • •. • 54.000 1+02.2+02+1i 3 1+C2+2+C2+1i 3 1+C2+2+C2+11 3 1+C2+2+C2+11 [ 1..r3" MIN. • 60.000 1•%2•24c,211 3 1+C2+2+C2+113 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 J- i- if1 l 1 1 1 l l 1 4 .. 63.000 1•Q21121•Q2112•11,2412f241 3 1+C2+2+C2+1 3 1+C3+2+C3+11 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+11 3 9" REF. X 0 X 4 1 14708.375 'ItC2+2,g-C2+1 2 1+C2+2+C2+11 2 1+C2+3+C2+11 2 1+C2+3+C2+1's2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 \ �_'�i PRODUCT REVISED as c<xnplyin8 with fire Florida ... • 48.000 1•i !3+C221 • 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+1 3 MTG. RAIL, 7YP.- 134 Code Wldi"' Accep'mweNo 16,-0 4.1,1 • •50.625 1+C2+3+C2+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 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ' MOOR D / 21 . • • • 54.000 1+C3+3+C3+1I 3 1+C2+2+C2+1 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C3+3+C3+1 3 1+C4+4+C4+1i 3 (SHOWN IN TABLE KEY ABOVE) L3" if i • �i 60.000 1+C3+3+C3+1 3 1+C2+2+C2+11 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 ll/✓/ 63.000 1+C3+3+C3+113 1+C2+2+C2+1 3 1+C4+3+C4+11 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 3 25 3/4" MAX. 1 1/2" TYP. 111.000x 38.375 1+C2+3+C2+1 2 1+C2+2+C2+1j 2 1+C2+3+C2+1 2 1+C2+3+C2+11 3 1+C2+3+C2+1 2 1+C2+4+C2+1j 2 I -f-3" MIN. ��1 J_ 1 1 1111 1 48.000 1+C2+3+C2+1 3 1+C2+2+C2+113 I 1+C3+3+C3+11 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1' 3 9" REF. 1 1 11 1 1 O X 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+11 3 , 1+C3+4+C3+113 1-----___��_i�� X 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+113 1+C3+3+C3+1 3 1+C4+4+C4+1( 3 / 60.000 1+C3+3+C3+1 3 1+C2+2+C2+1( 3 1+C4+3+C4+1`3 1+C4+3+C4+1c4 1+C3+3+C3+13 1+C4+4+C4+1 3 MTG. RAIL, TYP.- 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+11 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS i 1`1 Rovonly Dim lioNimir bad* 1070 TECHNOLOGY DRIVE -T- ANCHORAGE SPACING, XOX (1/4-1/2-1/4) . Redd,, D.. Rooster N. VENICE, FL 34275 p �- nr Mond Br D.x RrN/ar BOX 1529 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT P.O. •' •� A LYNN MILLER P.E Down NT F.K. DW: Z2&65 Clw..lay J.J. D.r 323/06 NOKOMIS, FL 34274 Visibly Better HR710 NTS 8 0 11 4127-10 G P.E .%58705 ANCHOR QUANTITIES, XOX (113.113-113) WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C.D,E,F,I.J.K, L ANCHOR TYPE, 2,3. WOOD 2, CONC 1, CONC 2,3. WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: 1/4" ELCO TAPCONS 2 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1 - - co y 'N w to to 2. GLASS TYPES: WINDOW SIZE W v H HEAD & SILL R HEAD & SILL -a, f HEAD & SILL ii - > HEAD & SIU. -, f HEAD 8 SILL T HEAD & SILL = m A. 5/16" LAMI - (1/8" A,.090, 1/8" A) "' B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A 48.000 x 38,375 1+C2+1+C2+1 2 1+C2+1+C2+1 i 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 C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 3 1+C2+1+C2+1 f 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 D. 7116" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 50.625 1+C2+1+C2+1 1+C2+1+C2+11 • 3 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+1 E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) 3 F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 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, 118" A) 60.000 1+C2+1+C2+1; 3 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 3 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) I. 13/16" LAMI IG - 118" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) 63.000 1+C2+1+C2+i 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+C3+1+03+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) 53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 ' 2 1+C2+1+C2+1 i 2 1+C2+1+C2+11 2 1+C2+1+02+1 2 1+C2+1+C2+1€ 2 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) 48.000 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+62+1 3 1+02+1+C2+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) 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+02+1+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1+C2+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+11 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+62+1+62+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 I 3 1+C2+1+C2+1 3 1+C2+1+C1+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+11 3 1+62+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1; 3 1+C2+1+C2+1 3 1+03+1+03+1) 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS 60,000 x 38.375 1+C2+1+C2+1 2 1+02+1+62+11 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+62+1+02+1 2 1+C2+1+C2+1 2 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1i 3 1+02+1+C2+113 1+C2+1+62+1 3 1+02+1+02+1 3 TABLE KEY: 50.625 1+62+1+C2+1;3 1+02+1+C2+13 1+02+1+02+1 3 1+02+1+C2+1 3 1+62+1+C2+11 3 1+C2+1+C2+11 3 X O X •• 54.000 1+C2+1+C2+1 X 3 1+62+1+C2+1 3 1+C2+1+C2+1 3 1+62+1+62+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+C3+1+C3+1 1 3 --)-ANCHOR QUANTITY PER JAMB • • • • 080.000 1+412+1+6361; 3 1+C2+1+62+1 3 1+C2+1+C2+1 i 3 1+02+1+62+1i 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 6.000 1+4ti+C2+:3 1+C2+1+C2+1 3 1+62+1+62+1) 3 1+03+1+C3+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES •�. l 9.375 1+C2+1+C2+1 2 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 A CLUSTEREACHM E (3)NRAIL U CENTERED ON EACH MEETING RAIL PLUS (1) 48.000 1+62+6+C2+6 3 1+C2+1+C2+11 3 1+02+1+62+1)3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+11 3 ANCHOR AT EACH OPERABLE VENT • 50.625 1+EI+1+t' 3 1+C2+1+02+11 3 1+02+1+62+11 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C3+1+C3+1) 3 PLUS (1) ANCHORS AT FIXED SECTION. 94.000 1+CIASEC7FR 3 1+C2+1+62+1i 3 1+62+1+62+1 3 1+62+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL • 60.000 1+444443 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+63+1+03+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1) 3 (3" MIN. O.C. ANCHOR SPACING) ....63.000 1+C7+14i+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 1+C3+1+03+11 3 1+C2+1+C2+1i 3 1+C3+1+C3+1 3 •74.000x 96.375 1+42+1+C2+4) 2 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1i 2 1+C2+1+C2+1). 2 253/4" MAX. •••• 48.000 1+Cf+!+tf+11 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+11 3 1+C3+1+C3+11 - 3 -+j(-.-3" MIN. • 50.625 1+C14?+Ct+? 3 1+02+1+02+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+03+1)3 1 1 g"REF. 1----5--1 51 • •• 54.000 ♦ 1+C744C74 3 1+62+1+02+1 `; 3 1+C2+1+C2+11 3 1 1+C2+1+C2+11 3 1+C2+1+C2+1' 3 1+C3+1+C3+1 3X O X • .012+1++1 •••r00 3 1+02+1+C2+1i 3 1+C3+1+C3+1i 3 1+03+1+C3+11 3 1+02+1+Q2+11 3 1+03+1+03+1 3 �------- PRODUCT REVISE) „s complying .0 the Florida 63.000 1+0241+C2+41 3 1+02+1+C2+11 3 1+03+1+03+1) 3 1+03+1+03+11 3 1+02+1+02+1 3 1+C3+1+03+1) 3 MTG. RAIL, TYP. 9w Wing Code• No i� - / • • • 84.000x 78.375 • • 1+C2+1+C2+1 2 1+62+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1i 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ARep�ance +nuanDntaQp� 21 •••• 48.000 1+C2+1+C2+11 3 1+02+1+02+1 3 1+C2+1+62+13 1+C2+1+62+113 1+C2+1+C2+1 3 1+C3+1+63+1/3 , Ely �.tr 50.625 1+62+1+C2+11; 3 1+C2+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C3+1+C3+11 3 (SHOWN IN TABLE KEY ABOVE) humni I••••.WrodonC ,.. 54.000 1+C2+1+C2+113 1+02+1+02+11 3 1+03+1+C3+1 3 1+C3+1+03+1 3 1+C2+1+C2+1 3 1+63+1+03+0 60.000 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C3+1+C3+11 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+03+1 3 f 25 3/4" MAX. __1 1/2" TYP. 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1' 3 1+03+1+03+1 3 1+C3+1+C3+1 4 1+03+1+C3+113 1+C4+1+64+1':,`4 I -+ 1.)--3" MIN. 1411 1 86.437x 38.375 1+02+1+C2+112 1+02+1+02+1 2 1+C2+1+C2+11 2 1+02+1+62+1 3 1+62+1+02+11 2 1+02+1+62+1 2 1 1811 1 48.000 1+C2+1+C2+11 3 1+62+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+62+113 1+C2+1+C2+11 3 1+63+1+63+1 3 9" REF. X 0 X 50.625 1+C2+1+C2+1 3 1+62+1+C2+113 1+C2+1+C2+1 3 1+62+1+C2+11 3 1+C2+1+C2+1 3 1+C3+1+63+1 3 T\` . ____/ 54.000 1+C2+1+C2+1 3 1+C2+1+02+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 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+63+1 3 1+C3+1+C3+1 4 1+03+1+C3+11 3 1+C4+1+C4+1 4 MTG. RAIL, TYP.- W/ OF ANCHORS G 1 1'.1 6 63.000 1+C3+1+C3+1 3 1+62+1+C2+1 3 1+C3+1+63+1 3 1+C3+1+C3+1: 4 1+C3+1+C3+1 31+04+1+C4+1)4 EXAMPLE CLUSTER QTY. (4) Row ley 0.1w Rrobloter XOX a70 TECHNOLOGY DRIVEP ANCHORAGE SPACING, (1/3-1/3-1/3) n, ,a� ,n,,. , N. VENICE. FL 34275 T. �- >k Throatier 1 529 - ALUM. HORIZONTAL ROLLER WINDOW, IMPACT P.O. BOX " • 01.1.1.~' k LYNN MILLER. P.E. Or FK Paw 8/06 UidJ.J. 3323roe I NOKOMIS, FL 34274 Visibly Better 1+/,710 NTS 9 • 11 4127-10 G P.E.#58705 • • • • ••c••• • •• • • • • • • • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: GLASS TYPES(AP,G,H - GLASS TYPES C,D,E,F,I,J,K, L 1. ANCHOR TYPES: ANCHOR TYPES 2,3, WOOD 2, CONC , CONC 2,3, WOOD 2, CONC 1, CONC 0- 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES `- ZONES ZONES ZONES /� TYPES: WINDOW SIZE W V H 0 :Im 'Th0 T 00 N Q 0 :32 1 (j = 00 m ' Q9 W ro = 00 2 m ' a9 - 10 W = 0 m 2 IS Q9 � W (T)2 = M fS Q9 mi2 W (A = 00 m 2 44 GLASS �%4 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) 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+11 2 1+C2+1 2 1+C2+1 2 1+02+1 2 D. 7/16" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. x 48.000 1+C2+1 3 1+C2+1 3 1+02+11 3 1+C2+11 3 1+C2+1 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+11 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+11 3 1+02+1 3 1+C2+11 3 1+02+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+11 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+1 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+11 3 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 • 63.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+02+11 2 1+C2+1' 2 1+C2+1 2 2+C3+2 1 3 ANCHOR QUANTITY PER JAMB • • • ••• 48.000, 1+C '1 3 1+C2+1 3 1+C3+1 3 1+C2+11 3 1+C2+1 3 1+C3+1 3 50.625•,1*C2+= 3 1+C2+1 3 1+C3+11 3 1+02+113 1+C2+11 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES • • • 54.000, 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1. 3 1+02+11 3 1+C3+1 3 A CLUSTER O THE MEETRS (3) CENTERED ON THE MEETING RAIL 60.000. • • 14C3+1 4 1+C2+1 3 1+C3+1 ': 3 1+C3+1 4 1+02+11 3 1+C3+1 3 PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) 63.000 1+C3+1 4 1+C3+1 3 1+C4+11 3 1+C3+1 4 1+C3+11 3 1+C4+1 3 ANCHORS TOTAL AT HEAD AND SILL. • 611.600* 38.375• •1+62+1 33 1+C2+1 2 2+02+2 2 1+02+11 3 1+C2+1 2 2+02+2 2 • •48.0006 61.+U+1 3 1+C2+1 3 2+C3+2 3 1+02+1 3 1+C2+1 3 2+C3+2 3 (3^ MIN. O.C. ANCHOR SPACING) ••• 4 •• 50.64 I'}C3+4j 3 1+C2+1 3 2+C3+2 3 1+03+1 3 1+C2+11 3 2+C3+2 3-18 3/4" MAX. •••• 54.000 61•4-e3+1 4 1+C2+1 3 2+C3+21 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 I_ �3" MIN. • 60.000"1:1-C941 4 1+C3+1 3 2+C4+2 4 1+03+11 4 1+C3+1 3 2+C4+2 4 9" REF—. (1 • ••63.00011•184,41 • • at-t------,:_l____7"---I' 4 1+C3+1 3 2+C4+2 4 1+C3+11 4 1+03+11 3 2+C4+2 4 X —�� '\ PRODUCT REViSELi •8Ox 38.379 6.ES 2+66+2 3 1+C2+1 2 2+C2+2 3 2+C2+2. 3 1+C2+1 2 2+C2+2 3 fiCefOp1ying with tho Y1aiist de •••• 48.000 • •2+C2I 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 MTG. RAIL- A«alo 1CC No !(o -o • ••••• 50.625 2+C3+2 4 1+C2+1 3 2+C3+21 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Ex 'ration Date NEW, .2,02) IN TABLE KEY ABOVE) By a P 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN Miami Made Product trail 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 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 3 24-04+2 4 18 3/4" MAX. 1/2" TYP 74.00 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 3 1F-1 -3" MIN. *111 48.000 2+C3+2 4 2+02+2 3 2+03+2' 4 2+03+214 2+02+2 3 2+03+2 4 1* 9"IREF. I X O 3 t�+C3+2I_,2+C3+2 4 2+C2+2 3 2+C3+2 4 . ¢ 2+C3+2 4 2+C2+2 - _ �; 54.000 2+C3+2 4 2+C3+2 3 2+04+2 4 2+C3+21 4 2+C3+2 3 2+C4+2 4 MTG. RAIL- 60.000 2+C3+2 4 1+63+1 3 2+C4+21 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+04+2 5 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ( Pi it OX AND XO WINDOWS 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, Render DOA p.,yp„K N. VENICE, FL 34275 Rem fey o.. P.O. BO5 1525 ALUM. HORIZONTAL ROLLER WINDOW, IMPACTT. a.rwrc r,rr s,.r Da w„- A. LYNN MILLER, P.E. DranBy: F.K. D.: 2'2868 CroLtiiy J.J. Ow 3/23/06 NOKOMIS, FL 34274 Visibly Better HR710 NTS 10 > 11 4127-10 G P.E.#58705 MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4" MIN. E.D. TYP. 1" MIN. EDGE CONCRETE ANCHOR, NOTE 1 1 /4" MAX. • • SHIM 1 • • ••• NOTE 1 1/4" j MAX. SHIM 2x WOOD BUCK, NOTE 3 _ 1 3/8" MIN. WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 3/8" MIN. 1/4" MAX. SHIM • 1 " " • • WOOD tNCHOR, NO1E 2 • • "MIN. EDGE •••• •••• • i41andb BUCK, INT. i • lx WOOD BUCK, NOT DETAIL E • • rrrr•— • • • TY�Ica FLANGE FRAME JAMB SECTI•'S • • • CONCRETE ANCHOR, NOTE 1 /4 MAX. SHIM 1 1/4" MIN. (1.5 KSI CMU) ° OR PER NOTE 1 (3.4 KSI CONCRETE) •••• CONCRETE • • • • RWHOR, • • • •• •••• OTE 1 MIN. 3.4 KSI CONCRETE Read By 1/4" MAX. SHIM NOTE 1 1 3/4" MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 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. 1 13/4" EXTERIOR INTERIOR MIN. E.D (HEA& SILL DE TYP. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM 1" 111N. EbGE DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS SEE NAILING 2 1/2" MIN. EMBEDMENT 5/8" MIN. EDGE DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. SEE NAILING MIN. EDGE 2-1/2" MIN. EMBED 5/8" MIN. 2-1/2" MIN. — — SEE NAILING DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS PRODUCT REVISED as camplyisg with the Fhsida Ace nt Code Aceepunwe No IG -o 14.t3 EKpimtion Data immin,12021 ' ami ad• Product Coxtroi RWYbc Read By Dar Revd By dawn By F.K. 7/28/06 Grated By J.J. Dow 306 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. e08 1529 NOKOMIS. FL 34274 P,GT Visibly Better Dasapooe ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT arscdet HR710 swe Half Short 11 d 11 eta+ 4127-10 G A. LYNN MILLER P.E. P.E.# 58705 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 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 itis 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= MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy R1PTION: Series "CA- utswing Aluminum Casement Win i ow - L.M.I APPROVAL DOCUMENT: 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, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product MISSILE IMPACT RATING: Large and Small Missile Impact Resists t ) 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 lin sik:ti:in�tONAla :itga4 the request of the Building Official. This NOA revises NOA# 15-0519.3;3 and.aoii is bf thj��age 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. MIAMI-DADE COUNTY APPROVED • ••• • • • ••• • • • • • •• . •• • • • • • • • • • • • • • • •• • • •• • • • • • • • •• • L61162 • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• •• • • ••• • • • • • • • • • •• .. NOA No. 16-1 1 Expiration Date: April 11, 2018 Approval Date: August 11, 201: Pag 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 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 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. 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, 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). •. •.• • •• • . • •• OOOOOO •• • • • • • • •• ••• •• • • • •• Manuel % , '.E. • 6,•• • • • • IP• Product Contro Exa finer • • • • • • •• • • • • IP• • • • • • • NOA No. 1 629.21 • •• • • 4 •• • • • •• •• • • • • • • • • • •• •• Y . • • • y • • • • • • • • . ••• . L • • • • • •• •• • • ••• • • • E-1 •.0 • • • • • • • • • • • • • •• •• 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-5th 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 manufacturer, 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, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.13, issued to PGT Industries for their Series "CA - 740" Outswing Aluminum Casement Window - L.M.1." approved on 07/16/15 and expiring on 04/11/18. ...... . . . . .. . • • .. • . . .. ... .. • . . .. • ... ... . . . • . • . . • • • . . . • . ... .... • .. .. . . . . . ... . .. • .... ....... . E-2 • . . . • . • . • • . . . • . . . • • .. .. . . . .. .. ... • • . ... . . Manuel Iserez Product Control Ex NOA No. 16- I , 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 HE RESUIREME •• • •' = • • _ • 1 1 LUDING THE HIGH v2tocrrr uRRIC 71 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 �� NRY ANCHORS. MATERIALS USED FOR OR �TPINE, IZRE3HT4 ITS • *1•DirOICRETE WSPERANCIOR SETABLSE • • • • • �!4) ALL WOOD BUCKS 4069•1114069•1111(1•N11•N 1-1/2" THICK ARE TO BE CONSIDERED 1X nx • 3eAL'_RTIONS. 1X WOOD BURKS ARE O•TIONAL IF•JNIT IS INSTALLED !Vji ECTLY TO SUBSTRATE. WOOD BUCKRDEIMCTED•AS 2X ARE 1-1/2" THICK OR ,pREATER. 1X AND 2X BECKS (WHEN USEINISIA •BE DESIGNED TO PROPERLY • •TVII5FeR LOADS TO THE ST tUCTURE. WQQP suck DESIGN AND INSTALLATION IS THE RESPONSI4.I=Yf.4 jl ENGINEFdibR 171TECT OF RECORD. ••••• • • • 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING CAR S'RKICO. USE AN• IC1113.OF SUFFICIENT TACTDMENT AS SPECIFIED ON • TABLE 3,�ySHEET 4. RARRRAOW JOINT SEAL:RNT IS USE• ON ALL FOUR CORNERS OF E. LL •• SHALLBE DONE NGBY O HERS AND IS Y FOR ATTf�4 RESISTANCE E OF INSTALLATION TA ATION • SE I8NOTIONS. • • • 6SSHIMS ARE REQUTABD•'SEACH ANCHOR LOCATION WHERE THE PRODUCT IS 'JOT FLUSH TO THE SUBSTRATE. USE SI•MSCAPAB►E OF TRANSFERRING • •AA/ JS1 LOADS. WOS(REJCKS, BY OTHERI15, MUSTCE SUFFICIENTLY ANCHORED TO RESIST LOADS+S• DCS/ 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 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-7065, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1 Glass Types Sheet 6 15/16'Lami(118An-.09ZPVB-1/8An) 7 RATED FOR LARGE & SM MISSILE IMPACT RESTS CE A 5-"" 2 7116" 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. 10 (3/16" An - 1/4" Air - 3/16" An - .090" SG - 3/18" An) 9 7 7/8" Lami. IG (3/16" An - 1/4" 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® PVB BY KURARAY AMERICA, INC. SG". SENTRYGAS® BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 7 RATED FOR LARGE & SM MISSILE IMPACT RESTS CE 4" MAX. A 69" VISIBLE LIGHT HEIGHT (DLO) 4" MAX. —) 25.476" M T' WIDTH IS UNDER 33.476" (HEAD & SILL r T—� B, SEE SHEET 2 17-1/2" MAX. A, SEE O.C. SHEET2 6" MAX. O.C. USE ANCHOR - PAIR AT EACH J- T HEIGHT IS 26' OR OVER JAMB IF 30" VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW 5/16" LAMINATED GLASS STACK 1/8" ANNEALED GLASS EXTERIOR .090- BUTACITE®PVB BY KURARAY AMERICA. INC _ 1,8' ANNEALED GLASS 11/16" GLASS BITE GLASS TYPE 1 7/8' NOM. GLASS STACK 7/16' AIRSPAC 1/8" ANNEALED OR TEMPERED GLASS EXTERIOR 76" HEIGHT 4-1/2" MAX. O.C. IF WIDTH 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 • AIS I -S 100-07/S2-2010 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 111111111,7// � �yY LYNN S���i 77/11111/81 A. LYNN MILLER, P.E. P. E.0 58705 5/18" LAMINATED GLASS STACK 1/6" ANNEALED GLASS 090' BUTACITE®PVB 1/4" AIRSPACE 80 KURARAY 3/16' ANNEALED AMERICA, INC. GLASS 7/16" LAMINATED GLASS STACK 3/16" ANNEALED OR HEAT -STRENGTHENED v GLASS EXTERIOR a .090" Se BY KURARAY AMERICA, INC. 3/16' ANNEALED OR HEAT -STRENGTHENED GLASS 11/16" GLASS BITE 7/8" NOM. GLASS STACK 32 GLASS TYPES 2 & 3 •�-1/8" ANNEALED GLASS EXTERIOR 11/16" GLASS BITE GLASS TYPES 4 & 5 7/8" NOM. GLASS STACK 7/16' LAMINATED GLASS STACK 3'16" ANNEALED OR HEAT -STRENGTHENED GLASS 090' SG•BY KURARAY AMERICA, INC. 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS 11/16" GLASS BITE GLASS TYPES 6 & 7 7/16' LAMINATED GLASS STACK 3/16' ANNEALED OR EXTERIOR HEAT -STRENGTHENED GLASS .090" SG0 BY KURARAY AMERICA. INC 3/16' ANNEALED OR 138 F� HEAT -STRENGTHENED -STRENGTHENED \ •s• GLASS a 1 �•S ' � 37 d.� 1/4"AIRSPACE 3/16" TEMPERED GLASS 11/16"G ASS BITE GLASS TYPES 8 & 9 Revised By Date: Revision B: JR 05/05/16 ADDED SHEET 11 WITH SPACERS. Revised Ry: Dote: Revision A' PRODUCT REVISED as ceruplying. with meFk1r1& Building Code Ao YPte8c0 No !6`062 Fxpirati8B Due 0t Kam '22018 Product 1070 TECHNOLOGY DRIVF N. VENICE, FL 34275 P O 800 1529 NOKOMI5, FL 34274 Dese iption: GLAZING DETAILS .Croten By: J ROSOWSKI Title: Oate_ CASEMENT WINDOW DETAILS - LM & SM 08/08/12 CERT. OF AU'H. #29296 Series/Mode,: CA -740 Scotty NTS Sheet 1 OF 11 Drawing No MD-CA740-LM Rev. B r / 17-1/2" MAX. A, SEE O.C. SHEET2 6" MAX. O.C. USE ANCHOR - PAIR AT EACH J- T HEIGHT IS 26' OR OVER JAMB IF 30" VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW 5/16" LAMINATED GLASS STACK 1/8" ANNEALED GLASS EXTERIOR .090- BUTACITE®PVB BY KURARAY AMERICA. INC _ 1,8' ANNEALED GLASS 11/16" GLASS BITE GLASS TYPE 1 7/8' NOM. GLASS STACK 7/16' AIRSPAC 1/8" ANNEALED OR TEMPERED GLASS EXTERIOR 76" HEIGHT 4-1/2" MAX. O.C. IF WIDTH 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 • AIS I -S 100-07/S2-2010 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 111111111,7// � �yY LYNN S���i 77/11111/81 A. LYNN MILLER, P.E. P. E.0 58705 5/18" LAMINATED GLASS STACK 1/6" ANNEALED GLASS 090' BUTACITE®PVB 1/4" AIRSPACE 80 KURARAY 3/16' ANNEALED AMERICA, INC. GLASS 7/16" LAMINATED GLASS STACK 3/16" ANNEALED OR HEAT -STRENGTHENED v GLASS EXTERIOR a .090" Se BY KURARAY AMERICA, INC. 3/16' ANNEALED OR HEAT -STRENGTHENED GLASS 11/16" GLASS BITE 7/8" NOM. GLASS STACK 32 GLASS TYPES 2 & 3 •�-1/8" ANNEALED GLASS EXTERIOR 11/16" GLASS BITE GLASS TYPES 4 & 5 7/8" NOM. GLASS STACK 7/16' LAMINATED GLASS STACK 3'16" ANNEALED OR HEAT -STRENGTHENED GLASS 090' SG•BY KURARAY AMERICA, INC. 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS 11/16" GLASS BITE GLASS TYPES 6 & 7 7/16' LAMINATED GLASS STACK 3/16' ANNEALED OR EXTERIOR HEAT -STRENGTHENED GLASS .090" SG0 BY KURARAY AMERICA. INC 3/16' ANNEALED OR 138 F� HEAT -STRENGTHENED -STRENGTHENED \ •s• GLASS a 1 �•S ' � 37 d.� 1/4"AIRSPACE 3/16" TEMPERED GLASS 11/16"G ASS BITE GLASS TYPES 8 & 9 Revised By Date: Revision B: JR 05/05/16 ADDED SHEET 11 WITH SPACERS. Revised Ry: Dote: Revision A' PRODUCT REVISED as ceruplying. with meFk1r1& Building Code Ao YPte8c0 No !6`062 Fxpirati8B Due 0t Kam '22018 Product 1070 TECHNOLOGY DRIVF N. VENICE, FL 34275 P O 800 1529 NOKOMI5, FL 34274 Dese iption: GLAZING DETAILS .Croten By: J ROSOWSKI Title: Oate_ CASEMENT WINDOW DETAILS - LM & SM 08/08/12 CERT. OF AU'H. #29296 Series/Mode,: CA -740 Scotty NTS Sheet 1 OF 11 Drawing No MD-CA740-LM Rev. B INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. • • • • • •• EfZI6R. • • • • ••• • • •• • EDGE DISTANCE AS REQUIRED PER TABLE 3, SHEET 4 •• • •21 EDGE DISTANCE EMBEDMENT -i• •(3 • 'u • ••• • ArT ACHED TQ.: O • , • • • .RAME JAMB I •�' • ••• i1 • • P1T7�HED TO • • �•r • •• • • ••• • Mil Ill I .,11k 1 WINDOW • • • HEIGHT • • • •••• VISIBLE LIG•I1• • • Ht•GHT • (DLCr • • ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB JAMB HARD- WARE TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. BUCK WIDTH ATTACHED TO FRAME SILL 1/4" MAX SHIM ATTACHED TO VENT SILL INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. BUCK HEIGHT ATTACHED TO FRAME JAMB EDGE DISTANCE EMBEDMENT 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. OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS � 6� BE/LLO OPERATOR ARM 41 I l `ATTTAACCHHED TO VENT SILL ! SVI ISLE LIGHT WIDTH (DLO) / FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. SEE DETAIL Al, BELOW 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 CONCRETE . E." PER ANCHOR REQUIREMENT INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. VERTICAL SECTION B -B EMBEDMENT WINDOW WIDTH HORIZONTAL SECTION A -A \ lc)/ --� �— 10" MAX L ► SEE DETAIL A2, BELOW NOTES: 1) WHEN INSTALLING 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: /112 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION. ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH -13-1/2 WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2 HEIGHT: WINDOW HEIGHT - 6 VISIBLE LIGHT FORMULAS: WIDTH: WINDOW WIDTH -7 HEIGHT: WINDOW HEIGHT - 7 Additional Anchors Required on each Side of the Frame Assembly Alba (FAT) F --� �— 10" MAX L ► SEE DETAIL A2, BELOW NOTES: 1) WHEN INSTALLING 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: /112 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION. ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH -13-1/2 WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2 HEIGHT: WINDOW HEIGHT - 6 VISIBLE LIGHT FORMULAS: WIDTH: WINDOW WIDTH -7 HEIGHT: WINDOW HEIGHT - 7 Additional Anchors Required on each Side of the Frame Assembly Alba (FAT) F Willow Anchor Type LL Width A B, C & D Ts Y 17"-22.9" 0 0 16 23"-25.9" 0 1 28"+ 1 1 Horizontal FAT Window Anchor Type Height A B,C&D 17" -22.9" 0 0 23" - 25.9" 0 1 26"+ 1 1 A. LYNN MILLER. P.E. P.E.N 58705 Revlscd By' Dote: Revision D: Revised By Dater Revision A: PRODUCT RlV(SE() as complying with me £tu Building Code Acceptance No «•".°6 ,11 Expiration Date .^ill r �J$ Miami e e Prodlst Genu. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 003 1529 NOKOMIS, FL 34274 CROSS SECTIONS & INSTALLATION J ROSOWSKI Title: CASEMENT WINDOW DETAILS - LM & SM Date: 08/08/12 CERT CF AUTH. #29296 .Serros/tdodel: Scale: Sheet: Drawing No. CA -740 NTS 2 OF 11 MD-CA740-LM Rev: B CASEMENT (X) WINDOW HEIGHT • • • • • • • WIDTH • \ • • • • • • i•DeERIES •/ • • • CASEMENT ` TER IR • • WINDOW 6••6i • • •••• 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 GLASS TYPE. FIND THE PRODUCT'S 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. CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) • •• • • • • • • • • • •• •• • • •••• • • • ••• • • •• • • • •• FIGURE 1: —01_1 --1 — 10", SEE NOTE 7, THIS SHEET I /� /< I C\ \ ' /\ / I 740 740 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WINDOW • —,11111" n:: :,roil 740 SERIES FRAME CASEMENT EXTERIOR ASSEMBLY WINDOW J -L TUBE MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES 10", SEE NOTE 7. THIS SHEET HORIZONTAL SECTION C -C 740 SERIES CASEMENT WINDOW MIN. 6 12 X 1' SMS THROUGH INSTALLATION HOLES FIGURE 2: 740 SERIES AWNING WINDOW �D FRAME ASSEMBLY TUBE 0 740 SERIES CASEMENT —.— WINDOW FRAME ASSEMBLY —E TUBE 740 SERIES FIXED WINDOW" "SEE PRODUCTS NOA FOR INSTALLATION SPECS FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D -D 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW 740 SERIES CASEMENT WINDOW EXTERIOR VERTICAL SECTION E -E FRAME ASSEMBLY TUBE MIN. #12X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR 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 (PSF) FOR WINDOWS ATTACHED 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), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). PRODUCT REVISED as complying with mi. Florida Building Code I� l.ZI A.CcaDtmra No -I E pilmimDate R7Sllliii/-•J$ A/. JP. By Miami ode Product C 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. 912 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 Required on each Side of the Frame Assembly Tube (FAT) F LL Window Wdth Anchor Type A B.CBD Y 17"-22.8" 0 0 1 23"-25.9" 0 1 26'+ 1 1 FbizoMal FAT1 Window Anchor Type Height A B, C 8 D 17'. 22.9" 0 0 23'-25.9" 0 1 26"+ 1 1 N CO O vCO Yfi In 0 a0 o � 2 U) 2 J (1) J_ H W 0 0 0 Z_ 1— Z w u -I < CO 0 M rn V m N WaY z � c afj- A. LYNN MILLER, P.E. P.E.# 58705 Window Anchors Required • Anchor • • _ _ Window Width (n) u r23 ' 25-15/16" 27-3/4' 30' 33-1/2" 35' 37" Anchor Gmup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A Group A 13 C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D Pine • under 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 25-15118' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/SIII 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 1/4" steel Ultracon Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 No rgw��, / Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 4 4 4 4 8 4 4 8 4 4 6 4 4 8 4 4 8 4 6 6 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 4 6 ter. 4 8 4 4 6 4 4 6 4 8 6 4 6 6 4 6 6 r.4 Head/S81Jamb �! g63"Jamb 6 8 6 6 4 6 8 4 6 8 4 6 8 4 6 8 4 6 8 Heed/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 6 6 6 6 8 6 6 8 6 6 8 8 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 M„ Jamb 8 8 6 6 8 6 8 8 6 8 10 6 8 10 6 8 10 6 8 10 6 Head/SIII 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 78' Jamb 6 8 6 8 8 6 8 10 6 8 10 6 8 10 6 8 10 6 8 10 6 Head/SIII 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 84' • Jar* • 8 8 8 8 10 6 8 10 6 8 10 6 8 10 6 Head:Al 8, = 2 2 2 2 2 2 2 2 2 3 2 2 3 2 • • •T11iLE 3 • • • • • • • • • • • gmue • • Anchor • • _ _ • Substrate • • • • •DisVrike Min! e % g Min. O.C. Distance Embedment Anchor Plate Required? • • • • • I, • • • • • 11164" steel Ultragon I,— !iotlow Bloc: • 1' 6" 1-1/4" No •# 4, steel SMSIgG�a6b o4#14, 410 BS S. Pine • •578- 1" 1-3/8" No • 6063-T5 Alum. • • • l(8" 5/8" .050" No • A36 Steel• 3/8j 5/8' .050" No • • • 5,653 Stud, Gr. 313 • • 18" 5/8' .035", 20 Ga, No • �• 4 • • • •S. #12 steel SMS (G5) or #12, 4105% SM •• . 4 Pine • 8' 1" 1-3/8" No • • 6063-15 Alum. • • Tr 5/8" .050" No A36 Steele • • • Willi 5/8" .050 No _453 Stud. Gr. 33 318" 5/8" .035", 20 Ga. No lb 11 • • • C •/4" steel U81•c•f• • • 2.85k Concrgte•281/2" 4" 1-3/8' No • 2.85k Concret% • 1� 4" 1-314" No *Hollow Block 2-1/2" 5" 1.1/4" No • • #12, steel SMS (G5) or#12, 410 SS SMS 7 S. Pine 5/8" 1" 13/8" Yes 6063-T5 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 02.85k #14, steel SMS (05) or #14, 410 SS SMS S. Pine 5/8" 1" 1-3/8" Yes 606345 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 Concrete 1" 4" 1-3/4" Yes 2.85k Concrete 2-1/2" 4" 1-3/8" Yes 1/4" steel Ultracon Hollow Block 2-1/2" 5" 1-1/4" Yes Filled Block 2-1/2" 4" 1-3/4" Yes CreeiBFJefr , Hollow Block 2-1/2" 5" 1-1/4" No s""' 5/16' steel Ultracon 3.5k Concrete 1.1/4' 5" 13/4' No Hollow Block 3-18' 5" 1-1/4' No Filled Block 2-1/2" 5' 13/4" No • • • • • NOTES 1) ANCHOR MUST EXTEND A MIMIMUM 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 12" max. from each end & 30" T8 less Required1 max O.C. g 1 12" max. from 12" max. from over 63" each end & 30" max O.C. each end & 30" max O.C. PVB - BUTAC TEe111BY KURARAY AMERICA, INC SG". SENTRYGLAS Y KURARAY AMERICA INC. 3) 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. D) 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 T146 FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS ( SEE SEPERATE N0 A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-83.1 8) 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 2B, 5 ANCHORS ARE REQUIRED IN EACH JAMB. 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 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). PRODUCT RHVISED +5 complying with Me Fkeir�Yf Building Code W01-1-•••••,-/•21 Ao*cptance Ne E irat" Date SAMPLE CONFIGURATIONS: X O 4" 10" 10" 25" 13 25" 1 4' H 20" ►{-• 20" 48" N CO O 4; CO 00 CASEMENT WINDOW DETAILS - LM & SM a m —J O Z0 o m CERT. OF AUTH. ¢2?296 griVir A. LYNN MILLER, P.E. P.E.9 58705 1.1.4 1116 - 111.1``-,12 :, • • • • • • • • 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, BUTACITE' 'VB BY KURARAY AMERICA, INC. 1 WINDOW HEIGHT WINDOW Imo._ WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED as complying with the Florida Building Code �Y^ Accoptattcc Not •�t2n1 SxpimtW0Date ••._�I '2bl Miami ' .. Prc+3si •a LL • - Window Wi150 Design Pressure (pet) br Single Windows, All Anchor Groups Widow Width under 23' 25.15/16" 27-3/4' 30' 33-1/2' 35' 37' td i g60' g under 23" +70/-90 +70/-90 +70/-90 +70/-90 +79-90 +70/-90 +70/40 25-15/16' +70/-90 +70/-90 +70/-90 +701-90 +701.90 +70/-90 +70/&0 38-3/8" +79-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 48" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-91 50-5/8' +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-89.2 *79-90 +70/-90 *70/-90 +70/-90 +79-88.5 +70/-80.6 +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 +701.87.2 +70/-77.7 +60/-71.5 *60/-62.4 +60/-60.9 +/-59.3 76' +70/-90 +70/-84.6 +70/-75.7 */-67.3 +/- 58.9 +l- 57.2 */- 55.6 84' +70/90 +70/-80.4 +701-71.3 +60/42.1 +/- 54.2 +70/-90 +70'-90 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, BUTACITE' 'VB BY KURARAY AMERICA, INC. 1 WINDOW HEIGHT WINDOW Imo._ WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED as complying with the Florida Building Code �Y^ Accoptattcc Not •�t2n1 SxpimtW0Date ••._�I '2bl Miami ' .. Prc+3si •a LL • Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube Window Wi150 • • • • under 23" 25-15/16' 27-3/4" 30' 33.1/2" 35" 37" • • • dacha- Grow • • Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A Anchor Group C• •D A B C&0 8 A, C&D B AC&D A B C&D B A,C&D B A,C&0 +701-90 r 23" � +70.9• • • •7Y'-90 +7&%0 +/01-90 +70/-90 +79-90 +70/-90 +70/-90 +70'-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 *79-90 +70/-90 s •• w� sr 1a, h +T • • 25-15/16" +795911 +78'-90 +181-90 40/-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 3&3/8" +701-90 • +70/-71.8 +:Y.9C +7950 +701-81 +70/-90 +70/-90 +70590 +70790 +701-90 +70/-90 +70590 +70/-90 +701-90 +70/-90 +70/-90 +70'-90 +70/-90 • 041 +70/-73.1 */57.3 • +70590 •I0/-90 +701-90 +/-64.8 +79-90 +701-90 +70/-90 *70'-90 *70787.8 +70/-90 +70/-90 +70/-78.6 +701-90 +701-90 +70590 +70588.9 +70790 518" +l-99* • • t1�4.3 *j0!9Q • PI0590 +1-61.4 +70/-90 +701-90 +701-90 +70'90 +70/-832 +70/-90 +70/-90 +70/-74 6 +70/-90 *70/-89.2 +701-90 +70/-84.3 +701-89.2 • t " +/.585 *,458 • +i/•47• • VO/ -90 +551.8 +70/.81 2 +70/-90 +70'-75.9 +79-90 +70/-70.2 *70'88.5 +70580.3 +7629 +70/-90.6 +70/-75.2 +701-77.7 +701-71.2 +70/-74.3 & • 4' *1.55.7• • '/-43.6 +70/480.7 +75/-895 +/.493 +70577.3 +701.90 +79.72.3 +70/-90 +/-86 9 +70/-84.3 +70578.5 +1-59 9 +70/-76.5 +701-71.6 +70/-73.7 +/-67.8 +79-701 • • • • • •0•l • • • • •••• • • • •••• • •,.--__.. • • • • •••••• • • • • • • • •Design Pressure (psi)br Windows Attached to a Horizontal Frame AssemblyTube • • • • • • : • Window Width • uno rrl • e 5/16" 27-3/4' 30' 33-1/2" 35' 37' Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group All All All All B A, C & 0 A B C & D A 6 C & D E i g60' g under 23' +70/-90 +701-90 +70/-90 *70/-90 +70/.82.1 +mac +70/50 +70/-78.5 *70/-9D +701-90 +70/-74.3 +70/-90 25-15/18" +70/.90 +70/50 +70/-90 +70/50 +70/50 +70/50 +70/68,8 +70/-90 +70/-90 +701-94 +70/-90 +701-90 38-08" *701-90 +70/40 +79-90 *70/-90 +70/-90 +70/90 +70/40 +7950 +70-90 +70/-90 +701-90 +79-90 48' +7950 +70/-90 +7950 +7950 +70/-90 +70/-90 +7950 +70/-90 +7940 +70/-90 *7950 +79-90 50-5/8" +7940 +70140 *7950 +7940 +70/9D +79-90 +79-90 *70/-90 +79-90 +70/.89.2 +7949.2 +79-89.2 +79-90 +70/-90 +70/-90 +70/-8E15 +70/-80.6 +70/40.6 +70/-77.7 +70/-77.7 +70/-77.7 +70/-74.3 +70/-74.3 +70/-74.3 83' +7940 +70/40 +7950 +70144.3 +70/-76.5 +79-76.5 +70/-73.7 +70/-73.7 +70/.73.7 +70/-70.1 +70/-70.1 +70/-70.1 72" +70/.90 +7947.2 +701-77.7 *701-71.5 +8942.4 +69-62.4 +6940.9 +6960.9 +6940.9 +/-59.3 +/-59.3 +759.3 76' *70/.90 +79-94.6 +70/-75.7 +/67.3 +/-50.9 +/68.9 +/-57.2 +/57.2 +/-57.2 +/-55.6 +/-55.8 +/.5.5.8 84" *79-90 *79-00.4 +70/-71.3 +60/42.1 +/-54.2 +/54,2 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW HEIGHT 10" . FRAME ASSEMBLY TUBE WINDOW -� WIDTH FF 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. FRAME 10'MAX - ASSEMBLY TUBE -F-- WINDOW HEIGHT L _ I WINDOW wIDTH 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. rc CO 0 o O 0 Ic 0 6 2 to ot$ 2 -J 0n - J W 0 O 0 H z W 2 W 0 2 J `< i 0 o m 0 vir) Tn Z 0 N. OP AJ' I. #29296 6714 -1(T - A. 61 l6 A. LYNN MILLER. P.E. P.1608705 • • • • • • • TABLE 8: • WINDOW HEIGHT - WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) SG"= SENTRYGLASWBY KURARAY AMERICA, INC. PRODUCT REVISED �emptYln9 with Bre Ekdda Rruldin8 Code ' N I -/2 f .<ap4wne N 7 / p. IV Due zn do Product m • - Window Widh Design Pressure (ps1) for Single Windows, Ali Anchor Groups Window Width under 23' 25-15116" 27-3/4" 30• 331/2" 35" 37" = 1 under 23" +901-130 «90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 25-15/16' +90/-130 +90/-130 +901-130 +90/-130 «90/-130 +90-130 +90/-130 38-3/6" +90/-130 +90/-130 +90'-130 +90/-130 +90/-130 «90r-130 +90/-130 48" +90/-130 +90/-130 •90-130 +90/-130 +90/-130 +901-130 +90/-130 50-5/8" +90/-130 +901.130 +90'-130 +90/-130 +90/-130 +901-130 +90/-130 60" +90/-130 +90/-130 .901-130 +90/-130 +90-130 +90/-130 +90/-130 83" +90/-130 +90/-130 +90-130 +90/-130 +90/-130 +901-130 +90/-129.6 72" «90/-130 +90/-130 +907130 +90/-130 +901-129.1 .90-122.5 +90/-113.8 +70/-90 76" «90/-130 +90/-130 +90.130 .90/.130 +90/-124.1 +90/-116,7 +90/-107.8 .701-81 84" +90/-130 +90/-130 +90-130 +90.130 +90/-116.4 +70790 +70790 • WINDOW HEIGHT - WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) SG"= SENTRYGLASWBY KURARAY AMERICA, INC. PRODUCT REVISED �emptYln9 with Bre Ekdda Rruldin8 Code ' N I -/2 f .<ap4wne N 7 / p. IV Due zn do Product m • Design Pressure (psi) tar Windows Attached to a Vertical Frame Assembly Tube Window Widh • • ands 23" • • 25-15/18" 273/4• 30" 33-1/2" 35' 37" • • • Anchor GtO� • • Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B •C • •D A B C&D B AC&D A B C&D A 8 C&D B AC&D A B C&0 .70/-90 rider 23" +70990 • • 071-90 +70/0 +t0/-90 +70790 +701-90 +70/-90 +70/-90 +70'-90 +70/-90 +70-90 +70790 *70-90 +70/-90 +70790 +70790 .701-90 +70/-90 +701-90 +701-90 I, •: I I, F r • 2215/16" +70711 +70-90 +101-90 110/-90 +701-90 +7079D +70-90 +70/-90 .70-90 +70/-90 +70.90 +70/-90 +70-90 +701-90 *70790 *70790 +70/-90 +70/-90 +70/-90 +70790 38-3/6" +701-900 .70-71.8 +V9...0/-90 +70/-90 .701-81 +70-90 +70.90 +70/-90 +70790 +70/-90 +70-90 +70790 +70790 +70/-90 .70-90 +70790 +70/-90 +70/-90 +70/-90 +70/-90 • •j +70-73.1 +757.3 +70-90 +70/-90 ./-64.8 +70-90 +70790 +70/-90 +70-90 .70-90 .70/-87 8 +70/-90 +70-90 +70790 +70-90 *70-90 «701-90 .70/-90 +70-88.9 +70/-90 -5/8" 50-5/8" +/O 3• s 11.1`'4 3 +/MA • #!0790 +151.4 +70790 .7D/-90 +70/-90 +70-90 +70-90 +701.83.2 +70/-90 +70'-90 +701-90 +70"-9D +707 89.2 +70/-93 +70/-90 .70.84.3 +701-90 / 1 (!7 +/5at +045.8 • +710/0147. • 1701-90 +751 8 +70'.81.2 .70-90 +70-75.9 +70-90 +70/-89.6 +70.702 +701-90 +70/-80.3 +70/.78.6 .70-90 +70.752 +701-90 +70/-90 +70'-71 2 +701-90 • • 86" 44-547• • /-43.6 +701;80 7 _ +7059.5 +1-49.3 +70-77.3 +70/-90 .70-72.3 +70-90 +70195 3 +/-66.9 +70-90 +70/-76.5 +70774.9 +70790 +701-71.8 +70790 +70/.865 +/57 8 +70/-90 • • • • •1142_• 03: • e• • • •••• • • • •••• • • • • • • • • •• • Design Pressure (psf) far Windows Attached to a Horizontal Frame AssemblyTube 11 11 1111 • - III Wvrdow WIQh un92 _"_2,15/18' 27-314" 30" 33-1/2" 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Al All All All B AC&D A B C&D A 8 C&D a Ig R under 23" .7(y-90 .70/-90 +70/-90 .70-90 +70521 +70-90 +70-90 +70-78.5 .70-90 +70-90 +70/-74.3 +70790 25-15116" +70.90 +70/-90 +70-90 +70/-90 +70790 +70-90 +70.88.8 +70.90 +70.90 +7094 .70-90 +70-90 38-3/8" +70790 +70790 +70790 +70790 +70/-90 +70-90 +70-90 +70-90 +70790 +70/-90 +70-90 +70790 48" +70-90 .70/-90 +701-90 +70190 +701790 .70-90 +70-90 +70790 .70/-90 +70-90 +70/-90 +70790 18" 50-5 +70790 +70-90 +70.90 +70-90 +701-90 +70790 +70.90 +70-90 +70-90 +70/-90 +70/-90 +70-90 60" +70-90 +70/-90 «70/-90 +70/-90 +70/-90 +70-90 +70-90 +70-90 +7W-90 +70/-90 +70-90 +70.90 63" +70790 +70-90 +70/-90 +70790 +701-90 +70790 +70-90 +70/-90 +701.90 +70/-90 +70790 .70-90 72" +70.90 +70/.90 +70-90 +70-90 +70/-90 +70-90 +70790 +70-90 +70-90 +70/-90 +70-90 +70790 76" +70.90 +7090 +70.90 +70/-90 +70/-90 +70-90 +70790 +70-90 +70-90 +70/.90 +70-90 +70790 84" +70-90 +70-90 +70-90 +7011-90 +70.790 +70-90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. HEIGHTAEMBLY WINDOWBIME I10"ADDITIONAL ANCHOR (4), IF REQ. _...4WINDOW WIOTH I'�� SEE SHEETS 1 & 4 FOR WINDOW ANCHOR OCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10" MAX. WINDOW HEIGHT L FRAME ASSEMBLY TUBE WINDOW WIDTH 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. 0 CO CO O 0o O to ' 0 ¢ m CERT. CF AUTH. #29290 6706- A. t 06 A LYNN MLLER, P.E. P.E.# 58705 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR OCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10" MAX. WINDOW HEIGHT L FRAME ASSEMBLY TUBE WINDOW WIDTH 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. 0 CO CO O 0o O to ' 0 ¢ m CERT. CF AUTH. #29290 6706- A. t 06 A LYNN MLLER, P.E. P.E.# 58705 TABLE 11. Design Pressure (ps0 for Single Windows, All Anchor Groups Window width under 23' 25-15/16" 27-3/4" 30" 33-1/2' 35" 37' under 23' +90/-130 +90/-130 .90/-130 +90-130 +90/-130 +901-130 *90/-130 25-15/16" +90/-130 +90/-130 . 90/-130 +901-130 +90/-130 +901-130 +90/-130 38-3/8" *90/-130 +90/-130 + 90/-130 +90-130 + 90/-130 +90/-130 +901-130 48" +90/-130 *90-130 +g0/-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 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 63' +95/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 72' +90/-130 .90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +9(V-130 76' .90/-130 +901-130 +90/-130 +90/-130 *90/-130 +90/-130 +90/-130 84" +90-130 +9W-130 *90/-130 +901-130 +90/-130 TABLE 12: 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'= SENTRYGLAS®BY KURARAY AMERICA, INC. 1 WINDOW HEIGHT WINDOW _ I WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED .n comptymg with the Florida i3ui/4ing Code (G-D67Ft. �.1 A+++ptan.e No Es roIs+O Date Aw 1 - -• ?ian:i Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube Window Wirth under 23" 25.15/16" 27-3/4" 30" 33-112" 35" 37" • • Ancho Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D B A, C&D A 8 C8D A 0 C & D B AC&D A Anchor Grdhp • • B •C8 D• E under 23' *701-90 +70-90 +70/-90 +70-90 +70/-90 .701-90 .70-93 .70-90 +70-90 +70/-90 +70-90 +701-90 .75/-90 +70/-90 +70-90 +70.90 +70/-90 +70/-90 25-15/16" +70/-90 +70/-90 .701-90 +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• • • 115A90 +701-90• • •:11.96 38-3/8" +70/-90 +70-71.6 +701-90 +70/-90 +701-81 *701-90 +701-90 .70/-90 .70-90 +70/-90 +75/-90 +701-90 +70-90 +70/-90 +70-90 •701-90 +70/-90 .701-90 48" +70/-73.1 +1-57.3 +73/-90 +701-90 +1-84.8 +701-90 .70/-90 +70-90 +70-90 +70/-90 +70/87 8 *75/-90 +70-90 +70/-90 +70.90 +70/-90 .70/-90 +701-90 .701-90 .70/-90 +70-88 s • • mn3ii. 50-518" +/-89.3 +1-54.3 +701-90 .70'-90 +1-81.4 + 701-90 +70/-90 +70-90 *70-90 +70/-90 .70183 2 +701-90 +70-90 +70/-90 +70-90 +70/-89.2 +70/-90 +70/-90 +70-54 3 • 4ha0/690 60 +/58.5 +1-45.8 +70$4.7 .70/-90 +/-51.8 +70-81 2 +70/-90 +70-75.9 .70-90 +70.6 +70/-70.2 +75/-90 +701-80.3 +70-78.6 +70-90 +701-75.2 +70/-90 +70/-90 +75/-71 ••10i• 63" */-55.7 *70/-80 7 +70-89.5 */-49.3 +70-77.3 *701-90 +70-72.3 +70-90 +70/-85.3 .1-86.9 +70/-90 +70-76.5 +701-74 9 +78-90 +70/-71.6 +70/-90 +70-86 5 */-67.8 ••70/-916 TABLE 13: Design Pressure (pat) for Windows Attached toe Horizontal Franke Assembly Tube Wind av Width under 23' 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 A8 Alt All B A,C&D A B C A 0 C&D Wndow Height under 23" +70-90 +7(Y90 +70-90 +701-90 +701.52.1 +70-90 +70-90 +70/-78 5 +70/-90 +70/-90 •70-74.3 +70/-g0 25-15/16" +70 90 +70-90 .70-90 +70-90 +70-90 +70-90 +70 88.8 *7p/-90 +70-90 *70/-84 +70/-g0 +70-g0 38-3/8" +7090 +70.50 +70-90 +70-90 +70-90 +70.50 +70-90 +70/-90 +701-90 *70/.9) +70/-90 +70-90 48" +70'-90 +70-90 +70-90 •70.90 +701-90 .70-90 *70-90 +70/-90 +70/-90 +70-90 •70/-90 +70/-90 50-5/8" *70-90 *75/90 *7090 +7090 •7090 *7090 +7090 +70-g0 *70/-90 •11-90 +70/-90 +70/-90 60" +70.90 +7090 +70/90 +7090 +7090 +7090 .7090 +70-90 *70/90 +711-90 +70/-90 *70/.90 63" +70.50 +7090 +7090 +7(Y-90 +7090 +7090 +7090 +70/-90 +75/-90 +70/-90 +701-g0 *70/-90 72" *7090 +7090 +70-90 +70-90 .7090 +7090 +7090 +70/-90 +701-90 +70-90 +70/-90 +70/-90 76" .7090 +7090 *7090 +7090 +7090 +7090 •70190 .70/-90 +70/-90 +75/-90 +70-90 +70/-90 84" +7090 *75/90 +7090 +7090 •7090 *7090 901E-8 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 1 WINDOW HEIGHT 10' FRAME ASSEMBLY TUBE I WINDOW �1 WIDTH 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. •• •• rAtt •• 10' MAX I►- • ASSE BL4 I TUBE • • • • WINDOW HEIGHT WINDOW WIDTH 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. • ✓r•• • • •••• C1 •••• • •O •• OD ci • c40 • • • • •••• •(n • O ••• •,,•O • ' _) W a Z 2 (n 06 2 ce m � > • W • n•••Z• 6r ••g• (n•LLI <a • eo '=(•J• • • •O •r- U • • • • • CERT. OF AUTH. #29295 A LYNN MILLER. P.E. P.E./158705 • • • • • • • • • • 4: •• • • FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB -1/8" AN) "PVB". BUTACITE'VB BY KURARAY AMERICA, INC. 1 WINDOW HEIGHT WINDOW �,�_ WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. -PRODUCT REVISED as cctnptying with the F51E68* Building Code lxG Am•ptma No Expiration Date 2016 nt. t%iami /adc I'roduet • - • •• •• •• Window Width Design Pressure (psfl tor Single Windows, All Anchor Groups Window V8dth under 23" 25-15/16" 27-3/4" 30' 33-1/2" 35" 37" • Anchor GroQo under 23" +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +7W-90 +70/-90 25-15/16" +70/-90 +70/-90 *70/-90 +701.90 *701.90 +70/-90 +70/-90 38-3/8" +70/-90 *701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 w 48" +7W-90 +70/-90 +7W-90 +70/-90 +70/-90 +70/-90 +70/-90 1 50-5/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 i60" *701.90 +701-90 *70/-90 +70/40 *70/-90 +70/-90 +7W-88.8 +70/-84.6 +70/90 63" +70/-90 +701-90 +701-90 +70/-90 +70/-87.2 +70/-84 +751-79.9 72" +701-90 +70/-90 +70/.88.5 +70/-81.5 +601.70 +60149.4 +60/47.6 76' +701-90 +701-90 +701-86.3 +70/-76.7 +60/47.2 +60/-65.2 +60/43.3 84" +70/-90 +70/-90 *70/-81.3 +60/-70 +60/-61.8 +70/-90 +70/-90 •• • • FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB -1/8" AN) "PVB". BUTACITE'VB BY KURARAY AMERICA, INC. 1 WINDOW HEIGHT WINDOW �,�_ WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. -PRODUCT REVISED as cctnptying with the F51E68* Building Code lxG Am•ptma No Expiration Date 2016 nt. t%iami /adc I'roduet • •-•-•-•--•--•-• • • • Design Pressure (ps1) for Windows Attached to a Vertical Frame Assembly Tube • • • • •• •• •• Window Width • • 10" MAX. } --'.-1 I under 23'• • • 25-15/16" 27-3/4" 30' 33-1/2" 35" 37' • Anchor GroQo Anchor Group Ancho Group Anchor Group Anchor Group Anchor Group Ancho Group • • A • OP• ••D A 9 C&0 B A.C8D A B C&D A B C 8 D B A,C8D B A.CBD • • E arylei23" `lb *707 !72-90 +L(1//•90_ :.+ 0/-90 +70/-90 +70/-90 +70/-9D +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 *701.90 +70/90 +70/-90 +70/-90 115-15/16' +70/-90 +70/90 +70/90 +70/90 +70/-90 +70/90 +70/90 +70/90 +70/40 +70/40 +70/90 +70/90 *701-90 +70/-90 +70/-90 +70/90 +70/-90 +70/-90 *701-90 • ill i • • •11-S/8' *70/- • •+7X7/.6 +7018 • •+70/90 +70/91 *70/-90 +70/-90 +70/90 +70/40 +70/90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/90 +70/90 +70/40 +70/-90 44* +70/-7261• • 1/-57.3 +7040%• •+•70/-90 *164.8 +70/-90 +70/40 +70/-90 +70/40 *70/90 *70/47.8 +70/40 +701-90 +70/-78.6 +70/-90 +70/40 +70/-90 +70/-88.9 *70/40 •Aa8' +/.69.3• +1-54.3 +7.•0/90 70/-90 *141.4 +70/-90 +70/-90 +70/-90 +70/-90 *70190 +70/-83.2 +70/40 +70/-90 +70/-74.6 +70/-90 +70/-89.2 +70/40 +701-84.3 +70/-90 80" +/-58.5 •*/45.8 +70/-76.7 +7CJ • • !10/-90 +131.8 +70/-81.2 +70/-90 +70/-75.9 +70/90 +70/49.6 +70/-70.2 +7W-90 +701-80.3 +/42.9 +70/-90 +70/-75.2 +70/-88.6 +701-71.2 +70/-84.6 • •19 */-I5.7 • •/-43.6 *7•/A0-9• 1'•0/$9.5 +/.49.3 +70/-77.3 +70/-90 +70/-72.3 +70/-90 +70/45.3 */-66.9 +70/-90 +70/-76.5 +/-59.9 +70/-87.2 +70/-71.6 +70/-84 +/47.8 +70/-79.9 • • • •••• •••• • • • • •• • •• • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pressure (ps/ tr Windows Attached to a Horizontal Frame Assembly Tube Window Width 10" MAX. } --'.-1 I under 23" 25-15/16" 273/4" 30" 33-112" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group All All All All B A, C 80 A 8 C & D A B C a D . 1 g under 23" +701.90 *70/-90 *70/-90 +701.90 +70/-82.1 +70/-90 +70/90 +7(-78.5 +70/90 +70/-90 +70/-74.3 +70/-90 25-15/16" +70/40 +70/-90 +70/-90 +70/90 *70/-90 +70140 *70/48.8 +70/40 +70/40 +70/-84 +70/-90 +70/-90 383/8" +70/-90 +70/-90 +70/-90 +70/40 *70/90 +70/90 +70/-90 +70/90 +70/40 +70/-90 +701-90 +701-90 48" +70/-90 +70/-90 +70/-90 *70/40 +70/90 +70/-90 +70/-90 +70/40 +70/90 +70/-90 +70/-90 +701-90 50-5/8" +70/-90 +70/-90 +70/-90 *70/-90 *70/-90 +70/-90 +70140 +70/40 +70/90 +70/-90 +70/-90 +70/40 60" +70/-90 *70/-90 +70/-90 +70/40 *70/40 +70190 +701-88.6 +70/48.6 +70/-88.8 +70/44.6 +751-84.8 *70/44.6 63" +70/-90 +70/-90 *70/-90 +701-90 +70147.2 +70/-87.2 +70/-84 +70/-84 +70/-84 +70/-79.9 +70/-79.9 +70/-79.9 72" +70/-90 +70/40 +70/-88.5 +70/41.5 +801-70 +631-70 +801-89.4 +60/49.4 +60/49.4 *65147.6 +60/47.6 +60/-67.6 78" +70/-90 +70/-90 +70/.86.3 +70/-76.7 +60/-67.2 +60/47.2 +60/.65.2 +60/-85.2 +60/-85.2 +60/-63.3 +60/-63.3 +60/63.3 84" +70/-90 +70190 *70/61.3 +60/-70 +60/61.8 *60/61.8 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10" MAX. --H WINDOW HEIGHT L FRAME ASSEMBLY TUBE WINDOW WIDTH I 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. CO 0 O W 0 1- yz W 0 V) w ( W 0 :0 4' Ili 0 0 (n 2 J (n -J 1- W 0 0 0 >Z_ H z w 2 W Q cm 2 J O -0 0 o 2 U- CO (1) vi �Z 0 Q AUTH. #29296 0 tt A. LYNN MILLER, P.E. P.E.# 58705 FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. I k---- T WINDOW HEIGHT 1 I 10" MAX. } --'.-1 I WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10" MAX. --H WINDOW HEIGHT L FRAME ASSEMBLY TUBE WINDOW WIDTH I 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. CO 0 O W 0 1- yz W 0 V) w ( W 0 :0 4' Ili 0 0 (n 2 J (n -J 1- W 0 0 0 >Z_ H z w 2 W Q cm 2 J O -0 0 o 2 U- CO (1) vi �Z 0 Q AUTH. #29296 0 tt A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • •• • • • ••• • •• 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"= SENTRYGLAS6BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED as complying with the Florida Budding code m:Tpante No 1;6.0424.41 . 'rat Date �?'i'1IA .o j . .i/. ( %' P r,sii_zs•• - - • • • Window Wirth Design Pressure (psf) br Single Windows, All Anchor Groups Window Width under 23'_ 25-15116" 273/4" 30" 33-1/2" 35" 37" 15 = g under 23" +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 25-15/16" +90/-130 +907130 +90/-130 +90-130 +90/-130 .90-130 +90/-130 38319" +90/-130 +90-130 +90/-130 +90/-130 +90/-130 +90-130 +90-130 48" +901-130 +90-130 +90/-130 +90-130 +90-130 +90.130 +90/-130 50-5/8" +90/-130 +90-130 +907130 +90-130 +90/-130 +90-130 +90.130 60" +90-130 +90-130 +90/-130 +90/-130 +90/-130 +90/-130 +90.130 63" +90/-130 .90/-130 +90-130 +90-130 +901-130 +90/-130 +90/-130 72" +90.130 +90-130 +90/-130 +90-130 +90/-130 +90/-124.6 +90/-115.7 76" +90-130 +90-130 +90/-130 +90/-130 +90/-126.2 +90-118.7 +90-109.6 84" +90-130 +90/-130 +90/-130 +907130 +90-118.4 +70790 +701-90 • • • • • • • • • • • •• • • • ••• • •• 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"= SENTRYGLAS6BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED as complying with the Florida Budding code m:Tpante No 1;6.0424.41 . 'rat Date �?'i'1IA .o j . .i/. ( %' P r,sii_zs•• • • Design Pressure (ps/) For Windows Attached to a Vertical Frame Assembly Tube • • • • • • • Window Wirth • • • •t••• Window Width • uncle 23»• • • � •25-15/16" 25-15/16" 27-3/4" 30" 331/2" 35" 37' wnchor Groups • • • Anchor Group Anchor Group Anchor Group Anchor Group Mclw Group Anchor Group A•;•••* Anchor Group • •:••D A 8 C&D 8 A,CBD A 9 CBD A B Cfl0 8 A,C&D A B C8D t !rider 23" +70/-90 +70001-90 +70/-90•, +70/-90 +70/.90 *70.90 +701.90 .70/-90 +70-90 +70/-90 +70790 *70790 +70-90 +70-90 +70-90 +70-90 +701-90 *70790 +70190 +70/-90 �a�1t/16" +7091 • • +.4-90 +7p1 -yr, • • 1090 +70790 +70790 +70790 +70/-90 *701-90 +70/-90 +70-90 +70/-90 +70790 +70790 +70'-90 +70790 +701-90 +701-90 +70790 +7090 38-N8» +70-98 • •N0-71.6 +70169e • 6+70-90 +7031 +70790 +70790 +70790 +70790 +701-90 +70790 +79790 +70.90 +70/-90 +70-90 +70790 +70790 +70-90 +701-90 +70790 E• 46' +70/-731• +1-57.3 +70/-90 +70-90 +/64.8 +70-90 +70-90 +70/-90 +70-90 +701-90 +70/87.8 +70/-90 +70-90 +70/-90 +70-90 *70/-90 +701-90 +70/-90 +70-88.9 +70790 50-5/8" +789.3 +751.3 +7079W +70/-90 +761.4 +70790 +70/-90 +70790 +70/-90 +701-90 +70/83.2 +701-90 +70-90 +70/-90 *70790 +70.89.2 +701-90 +70/-90 +70-84.3 +701-90 • • • tol,+/--.28.5 • • IP/ -415.8 +75,-4,• •40/-90 +7-51.8 +70781.2 +70/-90 +70-75.9 *70790 *70189.8 +701-70 2 +70-90 +70780.3 +70-76.6 +70-90 +70/-752 +70-90 +70/-90 +70-71.2 +701.90 63" +/-55i 0 • •/93.6 +7W-80.7. 4.70'-89.5 +1-49.3 +70.77.3 +70790 +70-72.3 +70-90 +70785.3 +166.9 +70-90 +70.76 5 *70-74.9 +70-90 +701-71.6 070-90 +707865 +187.8 +701-90 • •••• • • •••• ••• • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pressure (psi) for Windows Attached to a Horizontal Frame Assembly Tube WINDOW HEIGHT Window Width under23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37" ANCHOR Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All_M All All B A, C & 0 A B CaD A B C 8 D E = g under 23" +70-90 *70-90 +70-90 +70/-90 +7082.1 +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 +7068.8 +70/-90 +70790 +70-84 +70-90 +70-90 38.318" +70.90 +701-90 +70.90 +70/-90 +70.90 +70790 +70/-90 +70/-90 +70/-90 +70790 +7090 +70-90 48" +70/-90 +70/-90 +70.90 +70.90 +70/.90 +70-90 +70-90 +7090 +70-90 +70/-90 +70-90 +70-90 50-5/8" +70/-90 +70.90 +7090 +70/-90 +7090 +70-90 +7090 +70-90 +70-90 +70/-90 +70/-90 +70-90 60" +70/-90 +70/-90 +7090 +70/.90 +70/.90 +70-90 *70/90 *7090 +70-90 +70/90 +70/90 +70-90 63" +70/-90 +70/-90 +70/-90 +70/90 +70-90 +70-90 +70/-90 +70-90 +70/-90 +7090 +7090 +701-90 72" +70790 +7090 +7090 +70/-90 +7090 +70-90 +70/-90 +70-90 +7090 +70/-90 +70-90 *70790 76" +70/-90 +70.90 +70/90 +70/90 +70-90 *70-90 +7090 +70-90 +70-90 +70-90 +7090 +70-90 84" +7090 +70-90 +70-90 +70-90 +70-90 +70.90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 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 MP, _ I WINDOW �.I WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. a CN 02 0 v OD 0 0 0 0 n � m 2 J O 6< 6 LL 50 O3 8Z rs- SU Ctk OF AJ1H. #29286 A. LYNN MILLER, P.E. P.E.# 58705 FRAME ASSEMBLY TUBE WINDOW HEIGHT 10" MAX. ADDITIONAL ANCHOR (4), IF REO. WINDOW -�' WIDTH I� SEE SHEETS 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 MP, _ I WINDOW �.I WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. a CN 02 0 v OD 0 0 0 0 n � m 2 J O 6< 6 LL 50 O3 8Z rs- SU Ctk OF AJ1H. #29286 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 20: Item Dwg. # Description Material 1 70)2 Main Frame Head, Sill & Jamb 6063-T8 Alum. 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top, Bottom & Side Rall 6063-16 Alum. 4 7008 Frame Corner Key Steed 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187" x .275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 1.3 7013 Tle Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, WW<=24" Steel 16 7027 Mary Dual Arm Operator, WW>24" Steel 17 7030 Operate' Gasket Vinyl Foam ii •13 • • •4(131 Operator necking Plate : • • • Steel 1 19 1051 Operator Block •• •• Nylon Steel x •2G • • 3032 ,SP�a_clr Stud ackef ; • • 621 7033 Operator•Track & Slider (SualRlrm) • Steel •22 7023 Egress Binge (Heavy Duty, anu! Ey Truth Steel r • • 1'050 Egress HinJII ashable H19),•MaRu1. by Truth Steel W • • • Snubl er, Antisplowout CiWee,. Steel i-• 713 Settine Block 5/32" x 3/16 -1•/•4" EPDM •32 • 33 1714 Wili e• Setting Block 3/32" x 7/1i" x 1-1/4"• EPDM Lami !MEI • • • • 6063-76 Alum. 4,35 1 36 y:036 1042 Lami Bend C 6063-T6 Alum. ,4• • •38 •059 1224 Lami Be ac [= • 6063-16 Alum. Vinyl Belb Wsep (Thick) Flex PVC 70 •3t 1225 • • Vinyl13Sl tOstp (Thin) : Flex PVC 70 i •58 • • • • • Dow O9• %Ikon Backbeddi•g • 60 7006 Screen Vire 3105-H14 Alum. 61 7040 Screen Corner Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add-on Flange 6063-T6 Alum. 71 7004 Frame AssyTube 6063-T6 Alum. 80 98-32 x 1/2" Ph. Pn. Mach. Scr TYPE 6 Stainless Steel 81 1157 #8x 1/2" Ph. Pn. SMS Stainless Steel 82 88 x 5/8" FI. Ph. SMS Stainless Steel 83 #8 x 7/8" Fi. Ph. SMS Stainless Steel 84 #8 x 1" FI. Ph. TEK Stainless Steel 85 #8 x 1" Quad Pn SMS Stainless Steel 86 98 X 1-1/2" Quad Pn SMS Stainless Steel 87 #10 x 1/2" Ph. Pn./ TEN Stainless Steel 89 910-24 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 912 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3, SHEET 4 1) ,\•� I' oof 86 SASH CORNERS FRAME CORNERS INTERIOR -60Z— A. 61g Z A. LYNN MILLER, P.E. P.E.# 58705 Revised By: Dote. Revision 8, Revised Dy: Dote: Revision A: PRODUCT REVISED :u conlplyin3 with the Florida f3uildmg Code ;acceptance N�,16-0624.1 Etpi,ation Date - II:1 - 14 Ity -/1." 'tram -e Pm4a1 BOM AND CORNER VIEW J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Date N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.0. BOx 1529 NOKOMIS, FL 34274 Srres/Moate Score. Sheel: Drawing No. Rev: CERT. of AUTH. #29296 CA 740 NTS 10 OF 11 MD-CA740-LM B STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS SILICONE HOT -MELT BUTYL STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT —INT. GLASS •• KODISPACE • • • •••• 4SGJiS • • • • • • • • •• • • • • • • • • ALUMINUM EXT. GLASS 3/16" NOM. INT. GLASS SUPER SPACER®NXT TM REINFORCEMENT pOLYISO- • • --'• BUTYLENE SEAL • • • •• • • BUTYL 8 •• • • DESICCANT — • • ••••• FOAM. EXT GLASS • • • • .• • •• • • • •••• i/16" NOM • • INT. GLASS •••••• DURASEAL® SPACER ROLL -FORMED STAINLESS STEEL EXT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL XL EDGETM SPACER INT. GLASS Part # Description Material 100 Kommerling 4SG TPS Spacer System See this for Maeris aliss Matteuanex 101 Quanex Super Spacer nXr with Hot Melt Butyl 102 QDuraseal Spacer . 103 Cardinal X. Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 .095" FRAME HEAD, SILL & JAMB #7002, 6063-T6 11 1.356' JL=P 447" 2.919' ANCHOR PLATE 67071, 6063-T6 —x.706" oso --•—I I� .865" �l� 35 BEAD B #7036,6063-T6 (37 BEAD D #7059, 6063-T6 1.159 i 2.139" O ---►{ 1.124" [-.--E 434' } .125" —" IT .062" 2.701" NOM. ? .062' —moi J .093" ___1 FRAME ASSEMBLY TUBE #7004, 6063-T6 SASH TOPS BOTTOM & SIDE #7003, 6063-T6 .040" 1.000" .423' —+- FIXED SCREEN FRAME 2 #7006, 6063-T6 .523" --41 .050' .050' ISI l� 865" �36 BEAD C #7042, 8063-T6 .093" 70 2.203" -1 1 .093" ADDON FLANGE #134, 6063-T6 A. LYNN MILLER, P.E. P.E.# 58705 Revised By: Dote: Revision 8: JR 05/05/16 ADDED THIS SHEET WITH SPACERS. Revised By Date: Revisor A: PRODUCT REVISED .. ompiying with 400 nwido Redding Cade A ceptssce No Ma - 062"1•2/ F xpiro+im Date : 1'r1J/f 2018 • 1070 TECHNOLOGY DRIVE N VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 EXTRUSIONS & SPACERS J ROSOWSKI CERT. OF RUTH. #'29296 Title: Date: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Stale: Sheet: Drawing No. Rev: CA -740 NTS 11 OF 11 MD-CA740-LM B DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 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. 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 ( SCRIPTION: Series "FD -101" Aluminum French Doors w/wo Sidelites— APPROVAL DOCUMENT: 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., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Ace tance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact frelaipt Lulu 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. 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 at interior side. 3. '''A" Elco Ultracon (former Tapcon) to be 4"OC into Conc. and 6" into CMU (jambs). 4. Ix 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 NQA shalt b• e j-oti $xttcf�tl user by the manufacturer or its distributors and shall be available for inspection at the job Site atth4 rdgrtest ertrie guilding Official. This NOA revises NOA #15-0528.24 anrconsisis oT' his page f an evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was revie\Ied,by IshaD•I.Alandr.g? • • . • . • • • • • . . • • • •• •• • . • •. •• • • . • • 4100 • • . •• • ••• • • • • •.• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • NOA No. 16-06291 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 'fest, 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, Y.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 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked—up drawings and installation diagram of fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL- 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12- 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 FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum outswing doors w/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 OPIR ? :Ll4oFy.alx1 tconornic Resources (RER). • • • .• •.. •. • • ..• • ••• ••• • • • • • • • • • • • • • . • • • • • • • • • • • • . • .• • • • •• •• . • • • • ••• • • • •• • ••• • • • • •.• • • • • • •Sl • .1 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• •.• • • • ••• • • SV“ -el - CLAi-4-- Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 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. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVR 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(5`h 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. Gascon, P.E. .. ••• • • • • . .. • . . • . • .. ... .. . . . *0 • •.. •.. • . • . . .• . . . . . . • • • . . . . • . • • • • . . • .. • • • ..• .. • . . . . ... . .. •• • ... . . • . ... • . E-2 • • . . . • • . . ... • • . • • • • • • . .•. .• •. ..• Usk . shag I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 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. (.4021 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" LAM( MOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN 090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM STANDARDS USED: 2014 FLORIDA BUILDING CODE (FBC), 6TH EDITION STM -E130009 " - ` ANSUAF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 • AISI-S100-07152-2010 • FJUS (1) ISEf•3L16" HEA STRENGTHENED GS. • • • Q/3/16" LAMI NOM. (.465 COIGLASS.SI$1T11q,OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE IAAXIMUIv_P}1L1!LITE OF 3016" HEAT STRENGTHENED GLASS. • • • 1613/16° LA 10I . (.84 ) ONSISU NG 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 BUTTCITGPLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. •2. DESIGN PRESSGRES: SEE meets al APID 2 ON SHEET 2. • • • VIP MEGATIVE DESIGN LOADS BOSEC4Q,N TESTED PRESSURE AND GLASS TABLES ASTM E 1300. • • a WOSITIVE•I S1iiN1.OADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. • 3. CONFIGURATIONS. XO, XX, x111 oft, ?dtO, OXX, OXO, AND OXXO. • 4. IOCHO_RAG€€:4F1193 1/3%STRi96tIMCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL • SCEWS, T114,Tfpailt INTO Ct IPICTWITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE • • • I eUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SH JTTERS ARE•NOT REQUIRRD. • • • • • 14.6EALANT: IN6TALLQ.TION SCiva•F�1ME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. • REFERENCeSi • • • TEST REPOR�-F1L•-4964, 521: & getA4FLCO ULTRACON NOA'S:: ANSI/AF&PA NDS FOR W000 CONSTRUCTION AND ALUMINUM • • • 1:!5.SIGN MANUAL* • • • 8. THIS PRODCWIN LEEN 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. ,73}— EXTERIOR (93) 1/2" GLASS BITE (94) 1/8" AN. OR I HS. GLASS II _ 3/16" HS. .090 PVB INTERLAYER GLASS (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 3/8" NOM. GLASS STACK 3/8" LAMI NOF . GLAZING OPTION A OR B, NO ;,30 - i -(93) 173i — ��- II I i? 12"GLASS Dire EXTERIOR t: (94 3/16" AN. OR 1 T HS. GLASS yl 1 3/16" HS. .090 PVB INTERLAYER I GLASS (DUPONT BUTACITE OR 4 SAFLEX/KEEPSAFE MAXIMUM) 7/16" NOM. GLASS STACK 7/16" LAMI NOM. (,30; 480-83; EXTERIOR I11. (94'; 1/4" AIRSPACE -j--1 ' �I j�S. j GLASS/• 16" TP. GLASS - `•- +1 1166 .090 PVB INTERLAYER ' T j 1/8" HS. GLASS (DUPONT BUTACITE) ' 13/16" NOM. GLASS STACK NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS1 GLAZING DETAILS1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT -STRENGTHENED TP. = TEMPERED 1 1/2" GLASS BITE -; I 13/16" LAMI IG NOM. GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 /ROOK f &EVISBD 7:Apiiiie`vNik the Florida AMINO=Cob N•/L-oCt9.17 srpnrreT " 2o17 8c jSk•S \•�Lt'^ mortsPoiGrwisletCoutzel fV 0 0 0 •� O s • to J 1— W 0 U` 171 z J 0 0 z .55 $O oz 1- 0 0 2 IL 1— J W 0 (n 06 CC0 0 0 S 0 z W CC C Q In O c�- 0 0 LL NO (n z 0 I 01 N 8 rc u • 1. • • ,4 ,.444_ : • A.LYNN IWLLER, P.E. P.E.# 58705 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX& 0)0(0 (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 HEIGHT CIDTH XX WIDTH "- -sc 41 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 6° 71 3/4" 5 0 -75.00 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 3 37 75.0 - 75.0 +75.0 - 75.0 +75.0 -75.0 +75.0 -75.0 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 • 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E •3/4" +75.0 -75.0 ,+75.0 • • •• -75.0 +75.0 -75.0 +75.0 - 75.0 +75.01 -75.0 ' TABLE 2. ' • • •PA'QROVED1CONPIGURATIONS: • • (THE LOWEI?DP 1•• •R@INFORCEMEN4" I • • DFI,9J1•PRESSURES ROR COMBINED DOOR /SIDE LITES ONLY Oa(, X0, OXO, )0(0, OXX & 0)0(0• FOR TI-ItiaGb(3111 OR SIDE LITE PREVAILS.) IS NOTAEQUIRED AT DOOR & SIDE LITE CONNECTION • II •••• GLASS TYPES A, B, C, D OR E •••• • HEIGHT : •X r II TH XX 1Acire 68 - 79 SM'• 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2 25.1/2" 4° 47 3/4" +58.6'-5.6•.55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 • "'27 1/2" • • 54 3/4'i •••• +54,9 ° % • •• • +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 : „a,1/2" •5� 3/44" +51.7 ' S.7 :48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 1/2" 66 469 Z ds +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 633/4" +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 -75.0 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 36 314" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: 64$3SS TYPES: /8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 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/X0 WIDTH = 73 1/2" 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. B 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 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 DETAIL. PRO°UCf Re.VISED bee%tMaw4rin6CodWith the timid.. Aeee sxetin 16-6621.17 EhfiylMe ••17 ejG u...I 4.111e- 0 av N 0 00 0 8 09 W (1) W 0 87) 8 Q U a 0) W 1_- J W 05 cc0 0 ❑ 2 U Z W D_' D- Q u - LL) zn 0 .c' r 0 LL O a N o ~ 8 Z 0 r CERT. OF AUTH. #29296 A. LYNN MILLER. P.E. P.E.8 58705 — —73 1/2" MAX *I>,t ft: • • • /1; • A. • --- • • • SEE NrleIel•-• 1°- OX OR V. .• • 36 3/4" MAX. • • • • • • • • • • • • • 37 11' 40" (TYP.) D •••• • _• ••EI ••49.64e,i4" • ••446 H. • GPIFP. • • HP • • 84 3/8" MAX DLO TYP. 363/4" 109 1/2" MAX. 36 3/4" MAX. -SEE NOTE 3 MAX. ( 49) 003' Er E E r E SEE NOTE 4 -- 71 3/4" MAX. - 24 9/16" MAX. DLO (TYP) • • , • X ACT A ---' XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 41.) 0 XO iC SEE NOTE 4 36 3/4" 7 MAX 33 5/8" MAX. B-1 DLO (TYP.) 7- , Fr 143 3/4" MAX. -- -,- SEE NOTE 3 ..+... -;:;z' _ E r o / 49) : ,// / , \ (103'; ., . X AC; , ‘,. /,'/' , „'” EF , / t 4 ii.1.4(1: 7 1 , 1E r SEE NOTE 4 —' 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) IF L B G 0)0(0 . - SEE NOTE 4 41 ) DOOR DLO HEIGHT = HEIGHT -11 318" DLO WIDTH X = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -3 1/8" 3. SIDE LITES OVERLAP 'X' AND 'XXDOORS BY 3/4" WHEN ASSEMBLED TO MAKE X0', 'OX', 'OW 'XXO', 'OXX' AND '0XXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: (X DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 -4.079) 95 3/4" MAX. (TYP.) PRODPC r REMED e•mIIIV.Mi with Om Roll& ImodiNg emit Acemmamm Elpkarke DR GILL, .1.214.7 nosOk Irrahm< toetivi — 0 . ci) z0 1— '5 w 0 0 ui LIJ1 uJ 0 0 0 0 0 z LU DC 10 8 `-- O 0 u. - 0 z 0 -a 7 CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 3 ) rwwit u ` rs F 6k• na:ad.oru,...yA v - EN/0/400.0tlkh (6 I iiI l EXTERIOR INTERIOR / 1 (10);1 )i2), (60'r - (64) Y 7j CO 0 CLEAR -COLORED_ SEALANT _ l? _` I t `. -' .1�` I AT HEAD/JAMB 65, AT SILL/JAMB O c Q' g - 8 c c U Q g rf) 1 O EXTERIOR INTERIOR .. TT -t62 J&� • 1N p • - (63} • • I • • I • 11 0 I I _ Rev. Dote: Revision: Rev. Dote: Revision: Description: VERTICAL SECTIONS flee: ALUM. FRENCH DOOR & Series/Model: Scale: !Shea!: FD -101 NTS 4 OF • • • • • • IllIv1AX. • • •• • II1• • • :I• MAX. I MAX. , -- MAX. ___11 SIDE 62' • • • • •: LO• • • • • • • • • • • •• • • • • • • '• •j Io •• •• 1I ;, DOOR HEIGHT ' DLO -----*-j j• I I C LITE HEIGHT I I " • •••• • • •,•' • 1 •••• • • I r I ___IONTr'Itop SL VIEW G -G lei TECHNOLOGY VENICE, FL 34 P.O. BOX 1529 KOMIS; F. 342 CERT. OF AUTH. #24 (30)(61' CORNER ASSEMBLY ( 40 )_.. 1,--1____P—di 14891 i Gj‘ig (i1')--- ► (13) 7' DOOR SECT. A -A SL SECT. B -B IC VERTICAL VERTICAL _�- A. LYNN MILLER, P.E. P.E.# 58705 1,4) MAX.' XX' WIDTH 49) •• • • • • • ••• • •••• •• • •••• ••• • • ••• • •••• • r t—' i35j136/,34;'-( •- -• • O • • • • • • k. MAXI DLO 'XX' SECT. C -C I V_ ',441 HORIZ. (46)(45) (5 ) MAX 'X' WIDTH 1 • 46 • / • • • • • 21.•.• .••• • -'.... • • •••• -MAX. SL WIDTH MAX. DLO 'X' SECT. D -D HORIZ. 11 67 SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7. 8 AND 9) DLO '._.10—,-;) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 66) (62) SL SECT. E -E -{ 62) FOR APPLICABILITY HORIZ. (DOOR W/ SIDE LITE) MAX. DLO -- MAX. SL WIDTH --- i +y`FiODUC r RPV,s D c. •• em•P1Y'•g wire the Red* :wwtieg Fide AuepdeerNo� OI�' � 7 .LeiralMw DOh -1 '?tit er'itteir wet Co•1wd INTERIOR EXTERIOR SL SECT. F -F HORIZ. (SINGLE SIDE LITE) -(62) i 661 8 1- 0 a cnw 1- J w 0 oS ce 0 0 0 2 0 uJ LL _e J Q ui • 0 LL 0 Z tz 4 p CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.• 58705 •• • • • `• _ •• • •• _ • —• •• •• , .��_ • •• • Lid )• i •• • — --,ms_ _ • 46 • / • • • • • 21.•.• .••• • -'.... • • •••• -MAX. SL WIDTH MAX. DLO 'X' SECT. D -D HORIZ. 11 67 SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7. 8 AND 9) DLO '._.10—,-;) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 66) (62) SL SECT. E -E -{ 62) FOR APPLICABILITY HORIZ. (DOOR W/ SIDE LITE) MAX. DLO -- MAX. SL WIDTH --- i +y`FiODUC r RPV,s D c. •• em•P1Y'•g wire the Red* :wwtieg Fide AuepdeerNo� OI�' � 7 .LeiralMw DOh -1 '?tit er'itteir wet Co•1wd INTERIOR EXTERIOR SL SECT. F -F HORIZ. (SINGLE SIDE LITE) -(62) i 661 8 1- 0 a cnw 1- J w 0 oS ce 0 0 0 2 0 uJ LL _e J Q ui • 0 LL 0 Z tz 4 p CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.• 58705 ITEM DWG / POT/ DESCRIPTION 1 9438 40411 FRAME HEAD 2 1010 60300 WSTP.,Q-LON .190 X .375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X.300 MGH 4 955 7955X FLUSHBOLTSTREEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 956 7956A FRAME HEAD STRMEPLATE BACKING PLA1E 7 7832X12FPXP #8-32 X.500 PH FL. MS - S.S. WISRJCONE PATCH 8 995 70995 GASKET (BETWEEN THRESHOLD 8 FRAME JAMB) 9 996 70990 GASKET (BETWEEN HEAD & FRAME JAMB) 10 952A 6533016 FILLER HEAD ADAPTER 11 11000 61100094 OUTSWING THRESHOLD 12 1670 671670 WSTP, .350 RD FOAM FILL TSLOT (AMSEURYI32311) 13 11004A 61100414 OUTSWING THRESHOLD CHANNEL COVER 14 11001A 411091A ACETAL SPACER .065 (INHOUSE INJECT1ON MOLDED) 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 16 11003A 411003A ACETAL SPACER .140 (IMIOUSE INJECTION MOLDED) 20 9150 60380 FRAME JAMB (OUTSWING) 21 1010 60300 WSTP.,0•LON .190 X.375 MGH 22 6608 6660694 RE0F0RCEMEN1, 1.000 X2.750 X0.650, 636145 23 1140 78X112PSATS #8 X 1.500 PH SQ A T/S 24 1048 71048 JAMB SCREW COVER CAP 25 930 41721N STROKE PLATE INSERT 26 1118 71034PFA 910 X.750 PR FL. SMS 27 7070 67070K BULB WEATiERSTRIP.187 X 3004115 30 9100 6910 DOOR PANEL. TOP 8 BOTTOM RAIL 31 911E 6941 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL SMS 34 913A 6037814 TRUSS CLAMP 35 1130 61R0C • 5/101811-IREADED ROD 36 960 7590N 9A • 5/1618 FLANGED HEX NUT • 337_.9 • 80379K • 'NL0kTHERSTRN CHAIWEL ^fig 7834FPT 98 X. 75 PR FL•TEIP • 997 70997 .- -, r41KEE 39ET (BETWEEN PANEL HEAQISLL 8 PANEL S7L.S_ 679240 • ., .187 X.750 MGH, FjNSEAL 01 928 41720 SIDE BOLT A4SY.aNACT'E PANEL ONLY) 42/ 1145 76X12FPAV• 460.500 PH FI•9911 WI/SODS 3 1212 7P3065 SILL DUST PLUG (NACTNE 0NL) .14•1911b r 6983 DCJR PANEL A5RPPIGA6 •(OUTSWING) 6984 ' R PANEL #1S1RAaAL 2 (OUTSWING) • 48 13 60200K W1IP.,Q-LON TA I. f iH 417• Belo • 74L'BLOVe • • %POK SUPPORT awl if1707 8 41708) 48 1139 7634E • 468.750 PH. F/. SMS • • 49 982 • FD2PTA41 • • DPT. LOCK ASS* • • • r -• • • 6R180FS RUBBER SLEEVE • 51 930 • 41721 - STRIKE PL 8d'E1/1t:61A1RVE PANEL) ���. 7FRSP - EADBOLTS E r X1118 710)0 'FA• 41aX.753 PI 1 957 709870 • • • ANDLE S1RI PLAT. 1118 710X34PFA #10 X.750 PHIL. SIMS • 2"!235• 69200 • • • AIDEUTE HEADER • 9210 6021 • SI5ELITE SLL 9168 60381 .-.� IDELRE JAMB 1155 781PQA 98 X 1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING 470998) 65 969 7999 SILL GASKETS (STOCKING #70989) 66 9346 81641M SIDELRE JAMB ADAPTER 67 /12 X 1.000 SHEET METAL SCREW 70 712653K SETTING BLOCK, 3132" X 114" X 1' WIPSA 71 71267K SETTING 8100(, 1116' X112' X1" W/P5A 72 4222A 64222 BEAD, 7116" 73 988 6988 BEAD, 3/8" 92 988 64988 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 G(A21NG SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" 1668 - 1/8' A .90 PVB, 3/16" HS a0 GLASS, 378HAM4. 4/8' HS, .90 PVB, 3/16' HS 97 GLASS, 7 16' 1664 - 3716` A, .90 PVB, 3/16' HS 98 BASS, 7 16` LAMI - 311E 145, .90 PVB, 3/16' HS 102 11008A 41106A ACETAL SPACER .295 (INHOUSE INJECTION MOLRDE ) 103 OFF -IME SHELF DEAD BOLT LOCK SILICONE 1 •'-_a STRUCTURAL POLYISOBUTYIEN -; 'l' 1/4"NOM WITH DESICCANT \ „--INT. GLASS KODISPACE 4SG TPS EXT. GLASS _ALUMINUM `REINFORCEMENT • 5/16' NOM.: BUTYL& ,�•� DESICCANT FOAM `.f\ EXT. GLASS ,//' i !' , !65� t` 7 (j> /. / / INT. GLASS , DURASEAL14 e"SPACER HOT -MELT BUTYL STRUCTURAL SILICONE 3116" NOM. FOAM 1:- 1NITH � �� l DESICCANT 'f- / )./7 i• j/-� EXT. GLASS 77 /+ y/1/21 (J/' .-1!/•//. ) INT. GLASS SUPER �6) SPACER`g/ NXTTM POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL DESICCANT FILL AREA — 5116" NOM. f SILICONE SEAL I //n EXT GLASS XL EDGE 'm as ; SPACER INT. GLASS Part Description Material 80 Kommeding 4SG WS Spacer System 81 Quanex Super Spacer nM with Hot Melt Butyl 82 Quanex Duraseal Spacer 83 Cardinal )Q Edge Spacer See this Sheet for Materials REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 ITEMS # 17-19, 28, 29, 56-59, 68, 69, 74-79. 84-91 & 99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. Plttwuc 7 REVISED as �asCaoe�J1Y 14 EI6rMa A4ep8a4Xe N►_I��L��-��d��(��2pp9���• (`J Eapkalu 5 e1--1"lk-b (7) 0 co IO ps � d � C 0 O 6O A pilo kJ 0. 0.97 LO O 8 O 1-- J accis 1-- 0_ 2 ui w 1— J UJ C 0 0 0 S U Z w w Q 60 O LL 0 m R A. LYNN MILLER. P.E. P E.# 5870.5 DOOR PANEL 30) TOP & BOTTOM RAIL 6063-T5 DOOR PANEL t 31 .) SIDE RAIL 6063-T5 H--1.500 n .12511 , 11 .750 1 1 34•' TRUSS CLAMP 6063-T5 •• ►:-1--;16.6:4, 5-3.111•-•r• - • • 3.111= ,- • ! 1• • 550 • •••• 1•.4001 • • • •_ ••i. 1I'••ii'. FILLER HEAD AD ER • • ra•6!63-T6 • • •_' • }}`•!-•.3.000- i.-ij•• • •••• •••• I • • }- • ••l • •' • • •• ••• •• • 1.272 • • 1.479 • • I� I••t• - • • • • • •••1. •• ( \ FRAME HEAD 6063-T6 .050- j x.079 1.489 .489-1- :r } 3.000 --�1 4 `) O TSWING THRESHOLD -1.750 --- 6.085 5.459 -3.100 DOOR PANEL 44) INTERIOR ASTRAGAL -- 6063-T5 .683 .050 318" GLAZING BEAD 6063-T5 L - DOOR PANEL ( 45) EXTERIOR ASTRAGAL 6063-T5 72 7116" GLAZING BEAD 6063-T5 SL HEADER k 0 / 6063-T6 3.100 61 ; SL SILL 6063-T6 3.000 Om- -.050 fC DOOR FRAME, 20) JAMB 6063-T6 1.578- .890H I - -.050 62', SL JAMB 6063-T6 .830 T 2.980 SL JAMB (66) ADAPTER 6063-T6 3.000 (13) b .050 �i 1.620 .250 371WEATHER 1 STRIP CHANNEL 6063-T5 32 HINGE i 6063-T5 -.172 1-.050 .683 1.092 - 0375 -.125 IG GLAZING BEAD 74 ? 6063-T5 .504 I W .360 .055 1 OUTSWING THRESHOLD CHANNEL COVER 6063-T6 2.750 .650 -y 125 22) TUBE MULL 6063-T5 1.000 PRODCC r REVISED 6 uWle[Q.dewk5 Ike Sorkin Accepe Ea�NralieeOere. tz.144 li.r MI re1b01 mduetE.nrd 0 a•0 o � N_ 0 •� o 1 0 rc a z Z 0 tY3Lu O O_ 2 w 1- J w o6 0 0 0 S 0 Z w IL Li- u_ w d0 e 0 p r A. LYNN MLLER, P.E. P.E.8 58705 5 f—ZONE I ZONE "C" t i i HEAD HEAD ZONE "D"—I—ZO E "D" I / XX I ZONELC" I I SILL ZONE "D" I SILL ZONE"D" ' SEE TABLE 3_, SHT_9 SEE TABLE 4., SHT 9 HEAD :. D HEAD •____'Y,�i"" - . zoNE.I. i _•E" 0"E• — • • • •• • i•• •• it•• • •I••• • wit •• ZI • O • ••E••• • • •••¢,••• • • • • • • • • 1 •••.77 • • ••••r8 R/ • .1:44® ••••i ki• • 1 • • • • • • • •••w • • • • • • •• •I II ZONE ISILL SILZONELF" T ZO NSILL E SEE TABLE 7., SHT. 9 "e NOTES: T HEAD I— ZONE "E" JAMB ZONE 'B" 0 1 I SILL I ZONE "E" SEE TABLE 5_. SI -IT. 9 HEAD HEAD HEAD rZONE"D" ZONE F �ZONE1 o I . XXO OR OXX r L ZONEI"D" I ZONE 'F" SILL I ZONE -I SEE TABLE 7., SHT. 9 E" JAMB ZONE "B" I ZHEAD HEAD ONE "D"ZONE E"I JAMB ZONE "A" / I XOOROX HEAD HEAD }-ZONE-I— ZONE "F I SILL SILL j ZONE "D" I ZONE "E" SEE TABLE 6.. SHT. 9 HEAD HEAD ZONE OXXO SILL * .0`-a + _*-„ SILL .I- I -Z ENE I ZONESILL "F" ZONE F" SILL I ZONE -} SEE TABLE 7, SHT. 9 EXAMPLE OF ANCHORAGE FOR A 71 3/4" x 83 3/4" 'XX DOOR, WITH 19" x 83 3/4" SIDE LITES (SEE SOLUTION AT RIGHT) .w z 0 ,a JAMB ZONE "B" = MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. 1. APPROVED ANCHOR TYPES ARE:. /4" ELCO TAPCONS J 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON S 1NG,a FOL WS (4" MIN. O.C. FOR CONCRETE, 6" MIN. O.C. FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALLA: 131/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. 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 REFER TO THE APPROPRIATE TABLES ON SHEET 9. = ANCHOR LOCATION FOR EXAMPLE ABOVE ►RUDUC r REVISED u complying with the fl,rkl. (radia& Cads Accepuce No /6 -Cd21. F"7 E4irwiw Dote rp (kl I"( Oanie Mvtlr-t CMutcil 8 Z 0 w J w W .0 �U SQ w 0 0 U) w F J w 0 0 • — 0 0 x 0 z w IY LL J Q 0 0 LL m0 0) I- �peZ 0 16 C1N >49 to tet“4"4 J J ~ > d Y npZ z A. LYNN MILLER. P.E. P.E.o 58705 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 PRoDucrervisED GLASS TYPES 13. C, 0, E GLASS TYPES A, B, C, D, E GLASS TYPES A, 8, C, D, E GLASS TYPES A, B, C, D. E GLASS TYPES A, 8 C, D, E 1/4" ELCO TAPCONS ,a.cospyyswitsty,tFlorida htuding Cada ANCHOR TYPE & SUBSTRATE Z3, WOOD 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 TYPEceepaace & SUBSTRATE 2.3. WOOD 1,2, CONC 2. 1/4" ELCO SS4 CRETE -FLEX No -1-% Exp4mia,a nyte_th_4I DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES MASONRY ANCHORS 54�-I L ` o WN N U1 N X - JAMB"A" X - HEAD/SILL "C" X - HEAD/SILL "F" (USE WI TABLE 7.1 X - HEAD/SILL "C" X - HEAD/SILL "F" (USE W/TABLE T.) = O - x v V XX - JAMB "A" XX - HEAD/SILL "MUSE ALSO WI TABLE 6_1 LX - HEAD/SILL "F" SE W I TABLE 7 I XX -JAMB "A" XX - HEAD/SILL 'D"IUSE '- ALSO W/ TABLE 6.) XX - HEAD/SILL "F' (USEWITABLE7.) 00 V N N O - JAMB "B" 0 - HEAD/SILL "E" .,A- HEAD/SILL"E" i* N 10 yl Mm i0 X N O O - JAMB "B" 0 - HEAD/SILL "E" X - I IEADISI LL "D" X - JAMB"A" 0- JAMB "Er 0 - HEAD/SILL "E" X - HEAD/SILL "D" X - JAMB"A" "X" - 25.5( TO 37.5( 0- JAMB "B"V. ., v 0 HEAD/SILL"E"---�, X:XX - HEAD/SILL "F" 0- JAMB "B" 3 - HEAD/SILL "E" X,XX - HEAD/SILL "F" 3. #12 SCREWS (G5) a -4.'.r: ; q yy _ 'r„:s.."•-•- m "XX"- 47.71 TO 71.T. 4. ENCIRCLED ANCHOR QUAa ES IN TABLES AND I7TPEIRTA N TO THE 4 Ree Date: Revision: Drown By: J ROSOWSKI Rev. Date: Revision: Drown Dote: 04/04/12 Description ANCHOR QUANTITY LOAD ZONE TABLES IIB.: ALUM. FRENCH DOOR & SIDE LITES, IMPACT Sena/Model: 5Cab: Sheet: Drawing Na. Rev: FD -101 NTS 9 OF 10 11005-1 F x a O SIDE E WID1DTH x HT EXAMPLE ANCHORAGE 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 W'co It.IIW IWIWIW Ico IW Ica Ico Ica 11 1. W N©©N iN N©DON ABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH A -AIA A AIA A A A A A A A A A A AA A A A A A no IN N Nal to N N N N N N N N N N 1J NN N N N N AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH 10 75 x 79.75 4 2 4 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH I 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 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 87.75 4 2 MCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 4 2 91.75 5 2 7 4 2 3 91.75 5 4 7 4 2 3 91.75 4 1 4 1 91.75 4 91.75 4 2 4 2 95.75 6 2 7 4 2 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 95.75 4 2 4 2 27.50 x 79.75 5 1 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 12.75 x 79.75 4 2 4 2 83.75 5 12 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 83.75 4 2 4 2 87.75 5 j21 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 87.75 4 2 4 2 • 61.756 1Q 7• •4. 2 5• • .91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.75 4 91.75 4 2 4 2 • 15.75 6 1 2 7 41 2 5 e5.75 6 4 7 4 3 5 95.75 4 2 4 2 95.75 4 95.75 4 2 4 2 • Alp x; 9.75 5 '2.46• •0el 2 3 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 19.00 x 79.75 4 3 4 2 • 83.75 5 2 8 •55 1 4 2 3 • • 93.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 83.75 4 3 4 2 • • 87.75 6 1 2 .8 4 2 5 e/.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 87,75 4 3 4. 2 es1.75 6 '. 2 8 4. 2 5 •• •11.75 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 91.75 4 1 3 4' 2 •••••65.75 612• 8 4.2 5 6.••.96.75 6 4 8 4 3 5 95.75 4 2 4 2 95.75 4 95.75 4 3 4 2 • 314 p J9 75 5 j 22 t3, •4 2 3 P'579.75 5 5 8 4 2 3 21.75 x 79.75` 4 2 4 2 21.75 x 79.75 4 21.75 x 79.75 4' 3 4 2 • . 3.75 6 102..8..40 2 5•••• 5,3 75 5 5 8 4 2 3 83.75\ 4 2 4 2 83.75 4 83.75 4 1 3 4 2 6 2 8 4 2 5 •67.75 87 75 6 5 8 4 3 5 87.75 4 2 4 2 87.75 4 87.75 4 1 3 4 2 • •91.75 6 2 8 4 2 5 ••:••47.75 6 5 8 4 3 5 91.75 5 2 4 2 91.75 5 91.75 5 i 3 4 2 o X35.75 7 1. 41J 2 5 5.75 6 5 8 4 3 5 �0' 95.75 5 2 4 2 95.75 5 95.75 5 1 3 4 2 3150 x 79.75 6 34 6• •1 3 3 •63.75.79.75 5 5 8 4 2. 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 x 79.75 5 3 4 2 •$3.75 6, 34 43.04 3 5•.• $i .75 6 5 8 4 3 1 5 83.75 5 2 4 2 83.75 5 83.75 5 1 3 4 2 87.75 6 1•31 8•,4.3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 87.75 5 1 3 4 2 91.75 7 3 10 4 31 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.75 6 4 3 USE JAMB ANCHOR FROM TABLE 3. 91.75 6 13 6 1 3 6 1 4 6 1 4 7 5 7 5 7 5 6 4 4 3 I g a 3 95.75 7 1 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.75 6 4 3 95.75 4 3 5, Z z 35.50 x 79.75 6 i 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 USE JAMB ANCHOR FROM T 4 3 36.13 x 79.75 4 3 U 83.75 6 1 3 8 4 3 1 5 83.75 6 5 8 4 1 3 5 83.75 6 3 4 3 83.756 4 4 3 83.75 4 3 87.75 6 1 3 8 4 3 5 87.75 6 5 8 4 1 3 5 87.75 7 3 4 3 87.75 7 5 4 3 87.75 4 3 91.75\ 7 1 3 10 4 3 5 91.75 7 6 10 4 1 3 5 91.75 7 3 4 3 91.75 7 5 4 3 91.75 4 3 ,15.7 7 1 3 10 4 3 5 95.75 7 6 10 4 i 3 5 95.75 7 3 4 3 95.75 7 5 4 3 95.75 4 3 37.50 x 6, 3 8 li_4.13....L5> 71.75 x 79.75 6 5 8 4 1 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 4 3 _ - 83.756 3 8 4 3 5 83.75, 6 5 9 4 1 3� 83.75 6 3 4 3 83.75 6 4 4 3 83.75 6 4 1 7 5-1 7 5 7 5 4 3, 87.757 3 10 4 3 1 5 87.75 6 5 9 4 1 3 5 87.75 7 3 4 3 87.75 7 5 4 3 87.75 4 3 g`(6 91.75 7` 3 10 4 3 1 5 91.75 7 6 10 4 1 3 5 91.75 7 3 4 3 91.75 7 5 4 3 91.75 4 3 95.75 7 1 3 10 4 3 1 5 95.75 7 6 10 4 1 3 5 95.75 7 3 4 3 95.75 7 5 4 3 95.75 TM A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCK, NOTE 21 3.4 KSI MIN. CONC. _ 13/4" 13/4" I MIN E.D.MIN E.D.�I 1 1X WOOD _• 13/8'. (TYPE 1 BUCK. NOTE 2 _ 13/4" TYPE 2 1 1/4" MAX. SHIM 114"MAX. WOOD EXT. ` SHIM I ANCHOR -' _4_ CONC. • 7. TYPE 2 OR 3, -- . s ' ANCHOR, _:��NOTE E1 OR HEAD (CONC),_ 1/4" MAX. r." ---- SHIM 1 1/4" MAX. SHIM, 1/4" MAX. SHIM .•"'1 3/4" MIN. E.D. 1 13/8" MIN. I 111 ll Ink NOTE 1 DOOR HEAD (WOOD) 13/8" 1/4" MAX SHIM--,. MIN. WOOD ANCHOR ON STAGGERED CENTERS, - TYPE 2 OR 3, • NOT •1 • • BUCK NOTE! --• • NOTE 2 CONC ANCHOR ON ,rr STAGGERED • • I I �I t,; CENTERS, • ••. \` • N0••1 2X WOOD 2 EXT • 11 WOOD BUCK, 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC.. I 1X WOOD BUCK, NOTE 2 -ter 13/8" MIN. 1/4" MAX. SHIM - WOOD ANCHOR EXT. TYPE 2 OR 3, �� 11/4" TYPE 1 OR 2 (CMU) I /\"— NOTE 1 \ 3/8" TYPE 1 (CONC) 1 3/4" MIN. ED.. EXT. 1 3/4" MIN. E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 13/4" TYPE 2(CONC) """-'-""'�^� (WOOD)SIDE LITE HEAD (CONC) •• t/COR JAMB (GVOOEij . • OR JAMB (CO • 1 3/4" MIN. E.D. • 1.5 KSI MIN. CMU OR 2X WOOD $ EXT. 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT_ SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) CONC. — ANCHOR. NOTE 1 - WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1 314" is MIN. E.D. 1 1/4" TYPE 1 0R 2 (CMU) 13/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) ••I 1.5 KSI MIN. CMU OR � 3.4 KSI MIN. CONC. 13/4" MIN. E.D. • • •••.&XT. ••• �QQ13, 4CHOR, ?iNtt • • • • 6 — _ - -• •••• _ • • • •...1- • _-- •i . •• • -ji = •••• .. • 1 13/4 1�-f`34KSIMIN 2X WQ�ppoo B(ICK, NOTE 2 MIN. E. DOOR STEL (WOOD) D R SILL ( ANCHOR, NOTE 1 EXT. NOTE 3 ,-1 /4" MAX. •1 1318" TYPE 1 13/4" TYPE 2 NOTES: NC.I EX WOOD ANCHOR TYPE 2 Ii\OR 3, NOTE 1 1X WOOD EXT. - BUCK, NOTE 2 �•. 1/4" MAX. SHIM 13/8" MIN 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) CONC. ANCHOR, NOTE 1 •1/4" MAX. SHIM 8 .1,3/8" TYPE 1 3.4 KSI MIN. _ g1 3/4" TYPE 2 CONC. -•__. .. I-.- " 13/4" - r MIN. E.D. SIDE LITE SILL (CONC) 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 13/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 11/2" 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 USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PRODUCf REVISED as cosaplyirg w ki Ke F1oeid. twain God. Aceepbree No_t- Leg • 1 &Onli,e Dae Dr -T t X 7�•� 0 •• 0 .8 8 LL U a 2 0) w F- J w 0 ors JcC Q 0 O a o U w Z w €' 8p �0 ;LL 8< 8< h -0 O LL •0 gZ A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296