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REV-17-2759BUILDING PERMIT APPLICATION BUILDING PLUMBING JOB ADDRESS: City: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1eI: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 { ❑ ELECTRIC ❑ ROOFING " *-~ ETVED NO 2,1 2017 2.7• FBC 20 l `e:" Master Permit No. RCl/0 2 0 -r Sub Permit No. TEv ( - —2-R5C7 REVISION ❑ EXTENSION ❑RENEWAL ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS q.300 . I sGA• rJ Q- I-40 Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: OWNER: Name (Fee Simplee Titleholder): Address: 'i300 1)i 5 10 City: 11/4)1 (� 1"'^ ( 5 ;Q�S Tenant/Lessee Name: Email: @PAhr,d1 State: Phone#: FFE: Zip: 3313 Phone#: CONTRACTOR: Company Name:r , J %7ite— C. j"Si cz f Address: - 3 .% Q (I 1 h S 060 City: P 1 S M. \) C' State: PL., Zip: 33 / ci Qualifier Name: NLAA9, .2- Phone#: j 513-12] 7 Phone#: State Certification or Registration #: '2 6 (SZ. NY Certificate of Competency #: DESIGNER: Architect/Engineer: 1 Phone#: Address: ()(I City: State: Zip: Value of Work for this Permit: $ 0, Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration Description of Work: ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: I,. Submittal Fee $ Permit Fee $ 95 • CA. CCF $ CO/CC $ Scanning Fee'i ^e Radon Feek$ DBPR $ . I Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ I Bond $ Q E C. ii TOTAL FEE NOW DUE $4::3 • i�—� (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit land 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, CONSULTjWITH 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 OWNER or AGENT The foreinstrument was acknowledged before me this 2S 7 day of AA , 20 , by /� (-�>4 Ja f 7 , who is personally known to me or who has produced FL- Lf 6ev-k e- as identification and who did take an oath. NOTARY PU : C: Sign: Print: Seal: MY COMMISS N # (302961 %on"EXPIRES: June 15, 2020 ****************************** APPROVED BY �i Signature The foregoing instrument was acknowledged before me this 2 I day of Nt&) f.4 c3.2— , 20 I , by , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ` DIP- pt. ')A� 50 ofAY °vi, Notary Public State of Florida r : Sindia Alvarez } y;t. mac My Commission FF 156750 _4 No Expires 09/03/2018 ***************************************** * *7 he *,! im Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEP 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 aid•the•AHJ may immediately revoke, modify, or suspend the use of such product or material Witt -Lift lteir jtyrisdi �tion. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade (puaty.Prodtrt! 9i1trol Section that this product or material fails to meet the requirements of the applicable buildiilgcode. . This product is approved as described herein, and has been designed to comply will-, hii F1orida.Building • •Code, including the High Velocity Hurricane Zone.- • • • • • • • • DESCRIPTION: Series "FIR-710" Aluminum Horizontal Rolling Window — L.1V1 Y. " •. •. . APPROVED /I FW RECEIVED nv 2 t,ao» BY; MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 3 1 5-2599 ,.1w.miamidade.gov/econom' AT • • • APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum.- Horizontal Rdler'.Wandow, Impact", • • sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by marxifacturer, signed • and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product fonproi Revierori stamp . with the Notice of Acceptance number and expiration date by the Miami -Dade CdttntyProdtL't•Cottrol . . Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI-DADE COUNTY APPROVED . _: ;F#•. t NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, 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 iasstioor, a PVC fixed window and an aluminum sliding glass door, using'A p pace 4SG TPS •. spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer.systa22hti•XL • EdgeTM spacer system at insulated glass, prepared by FenestratioYrT•es ing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8%7e,• 'dated :1.0.6115, • • 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,'P.B'.' • • • (Submitted under previous NOA No. 16-0714.13) .. •• •• •• • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201�94... . 2) Cyclic Wind Pressure Loading per FBC, TAS•201-14 • . along with marked -up drawings and installation diagram of an ) X,jiminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc',1'es: Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, PV. (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) orge M. Plasencia, P.E. Pro iict Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 • • • • . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifo,.iu 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 Edmund() Largaespada, P.E. , (Submitted under NOA No. 06-0405.06) • • • • $ • •• • • • C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying • FBC-5t: Edition (2014) and FBC-6th Edition (2017), dated 03/31/17 andAtteeed on Qn8,/17, prepared by manufacturer, signed and sealed by Anthony Lynn M1lForj P.E. •• 2. Glazing complies with ASTM E1300-09 .. • • • ••• • • • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RA). •• • E. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. • • • • • • • • • • •• •• F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 6th Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.13) rge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. 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. 07-081 5. 09) 6. 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) G. OTHERS 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window — L.M.I., approved on 09/01/16 and expiring on 12/21/21. • • • . • •. • • . .• • •..•.• •... •• •• • • •• • • .... • • •• . . ..• .. . . . • • • .• • • • � • •.. • • • orge M. Plasencia, P.E. Prg uct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). 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) UTE 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) UTES 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 .099" PVB INTERLAYER G. 13/16" LAMI IG: (1) LITE OF 1/B' OR 3/16° ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES 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. 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" LAM! CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER K. 13/16" LAMI 1G: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. 2. CONFIGURATIONS: O)CC XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 8) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 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 ULTRACON NOA'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 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. IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE SHEET B • �Lc ' Anchor Group FrameType Frame Member Substrate Min. Edge Distance Min. O.0 Distance Min. Embedment or Metal Thickness A i/12, Steel SMS (Gr, 5), (nun. of 3 threads beyond metal substrate) All Southern Pine (SG = 0.55) 9/16" 7/8" 1318' 6083-T5 Aluminum 3/8" 9/18" 1/8" A38 Steel or Gr. 33 Steel Stud 3/8' 9/16' 0.045" (18 Ga) B 1/4' Elco UltreCont& Jamb Hollow Block (ASTM C90) 1-3/4" 6" 1-1/4" All Concrete (min. 2.85 ks1) 1" 4" 13/4° All Southern Pine (SG = 0.55) 1" 1' 1-3/8" 1/4' 410 SS Elco CleteFlex 46 All Southern Pine (SG = 0.55) 1" 1' 13/8" C 1/4" 410 SS Elco CreteFlex ODJamb Hollow Block, (ASTM C90) 2-1/7 6" 1-1/4" All Concrete (min. 3.35 ks1)• • • • !M2" • . • 4'• • • 1-3/4; . • Material Min. F, Min, F. Steel Screw 92 ksi 120 ksl Elea UltreCott G. 155 kei 177 ksi 410 SS Elco Creteflex ® 127.4 ksl 189.7 kW 8083-T5 Aluminum 18 kal 22 ksi 8083-T8 Aluminum 25 ksl 30 tel A38 Steel 38 ksi 58 Kai Gr. 33 Steel Stud 33 WU 45 Mil •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • •. • • • • • • • • • •• • • •• •• • 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. CODES I STANDARDS USED 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 62014 FLORIDA BUILDING CODE (Fag). 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ SECTIONS 4 CORNER DETAIL 4 PARTS LIST 5 EXTRUSIONS 6 INSTALLATION 7 DESIGN PRESSURES 8 ANCHOR QUANTITY 9-11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By i Miami-D a roduct Con-1rol I 3/24/17: NEW LAYOUT, SHEET REORGANIZATION. UPDATED ANCHOR QUANTITY PER FBC 2017, CHANGED ANCHOR TYPES 8 woo Y m 0 to 0 Z w CO O Z Cr w w 0 O N O Pas co Z r0.s 0 c VINO 0200 .���7 /tt' 0....YNNIi, �`' �V .1cENSF M!1l�` * No. 68705 : -Jr A. LYNN MILER. P.E PEA 58705 1YP NOM. GLASS BITE 60,61,62 1/6' ANNEALED OR HEAT STRENGTHENED GLASS .090' PVB INTERLAYER 1/6' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 5/16" LAMINATED GLASS 1/2' NOM. GLASS BITE Gj EXTERIOR INTERIOR E> (ALL SECTIONS) 66,67,68,69,70,71 1/6" ANNEALED OR HEAT STRENGTHENED GLASS .090' PVB INTERLAYER 1/6" ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 5/16' OR 3/8" AIR SPACE 1/8 OR 3N6' ANNEALED OR TEMPERED GLASS 13/16" NOEL 13/16° LAMI IG GLASS W/ 5/16" LAMI 1/2" NOM. GLASS BITE 4:* 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090' PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED STRUCTURAL POLYISOBUMENE WITH DESICCANT 7/16 LAMINATED GLASS 1/2° NOM. GLASS BITE EXT. GI ASS BUTYL & DESICCANT FOAM EXT. GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 3/16 ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 3/16' OR 1/4' AIR SPACE 1/8' OR 3/16' ANNEALED OR TEMPERED GLASS 13/16' NOM. 13/16' LAMI IG GLASS W/ 7/16" LAMI GLASS TYPES: A. 5/16' LAMI - (1/8" A,.090" PVB, 1/8" A) B. 5/16' LAMI -(1/8" A,.090" PVB, 1/8" HS) C. 5/16" LAMI - (118" HS,.090° PVB, 1/8' HS) D. 7/16• LAMI - (3/16" A,.090" PVB, 3/16" A) E. 7/16' LAMI - (3/16" A,.090° PVB, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090" PVB, 3/16" HS) 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" PVB, 1/8" A) 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" PVB, 1/8" HS) I. 13/16" LAMI 10 -1/8" OR 3116" A (MIN.), 5/16' OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090" PVB, 1/8" HS) J. 13/16" LAMI IG -1/8' OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" 4,40" IiiVB•3/16"•A) • • • • K. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAM I• (3/16" A,.0S0",48/10" HS) • • • • L 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMP 43/16" 1-p,•JPI6"�-IS'? • • • •• • • • •• ••• •• • • • •• 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" = KURARAY TROSIFOL• PVB INTERLAYER • ••• ••• ••• • • -• • • • • • • • • • • • • •• •• • • ••• • ••• ••• • • • • • - •• ma ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • • 5/16" NOM. SILICONE KODISPACE 4SG TPS STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS INT, GLASS HOT -MELT BUTYL 3/18" NOM. INT. GLASS SUPER SPACER®NXTTM ALUMINUM REINFORCEMENT pOLYi50- BUfYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS 67 DURASEAL® SPACER • DESICCANT FILL AREA 5/16' NOM. SILICONE SEAL XL EDGETM SPACER NT. GLASS Part # Description Material 85 Kommerling 4SG TPS Spacer System See this Sheet for Materials 86 Quanex Super Spacer ! with Hot Melt Butyl Off 87 Quanex Duraseal Spacer 88 Cardinal )4_ Edge Spacer REFERENCE TEST REPORTS: FTL.6717, PRODUCT REVISED a3 complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Mia Daae Product Control I 3/24/17: NEW SHEET m 0 swa 0 a. 2 cc- O cc N ce O 0 0 0 rn z w avail J 0 A Sita U- O N CO z Z M.S 0 IY �aL ,.•`11LY"LYN//„7�' N. * : No.58705 #,= i''d,,1ONAL e?G'. /hlllrilt'LL A. LYNN MILLER. P.E. P.E.# 58705 27 3/8" �+ MAX. DLO VENT X 54 5/16" MAX. DLO FIXED 0 X 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME 1 A 57 3/8" MAX. DLO ALL FIXED LITES DETAIL B - XOX (1/4-1/2-1/4) 33 9MAX. 6" MA DLO FIXED c� 0 33 98' MAX. DLO VENT X A 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME B B 63" MAX. FLANGE FRAME ALL CONFIG. ALL CONFIG. •• ••• • • • • • • • • •• • • • • • • •• •••• • •• • •'' • • •• 27 3/8" MAX. DLO VENT 27 3/8' MAX. DLO FIXED D )( O X 85 7/18` MAX. WIDTH I.F. FRAME-- 88 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • • •• • • • C FRAMEi' •.• ••• ••• • . • • . . • • DETAIL A - OX OR XO . • •• ' ; . • • • • 1--•-• 74' MAX. WIDTH FLANGE FRAME SEALANT OR GASKET AT HEAD AND SILL ••. ... VIEW D-D I.F. FRAME FLANGE FRAME (FRAME CORNER CONSTRUCTION) • • . •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Mlamt-D� Product Control j 3/24/17: NO CHANGES THIS SHEET. 0 0 O co co z w ELEVATIONS 0 N v iW Le- 0 t7 to z 0 F- 2 OIL woa 0NYILYNN..". oCEN Se. * - Na. 58705 Ayr 1,7',''/ONAL 10?.�. A. LYNN MILLER, PE. P.E.8 58705 EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. FIXED DLO INTERIOR MAX. VENT DLO �— MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME) EXTERIOR EXTERIOR INTERIOR SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. VENT DLO MAX. FIXED DLO --►•I MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) • —• • • •• • • • • • • •INTERIOR+•• • • • • • • • • • • • • • •• •.• ••• ••. ••• SECTION C-C �ii • I „ SILL' • • • • HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICALNECTIC N, IF.F Fi4M5) : • (VERTICAL SECTION, I.F. FRAME) •_♦ • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Miamroduct Control— 3/24117: NO CHANGES THIS SHEET. aoo 0 0 -J J O d -J z is 0 x BENS ROSOWSKI 08 aemp 2 IL 2 z 55 w !S z IL ui z 0 0 W y I 0 N iL 0 ways z 0 K S .011 wed s•.\ (0.' LYNi 4, /,', %C_. OCENSF .l•<`‘ * : No. 58705 A. LYAhlAEtu_V PE PER 55705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0400 • • • . ••• • • ••• .. .. . 06, •. .. • •o . • • • . • . . • • . . •.. . . . • . . I . . • . • . ••.. • •• • . .•• - • ..S MON#3'd 3'd 10740 NNAI If ``0 01111 r i i i,� `.�\�N tla �O/SS3 . �_ ; '• v� ' - � : � $ • • • • • . • . • • •: • • • 91-E909 `0410# . • . • • . • . • • • • •• • • • • IIIS aWtRiJ 'd �� (sH.sit£'Hnao6o'`SH.9I/£)BAT'dI.99I/L s9 01GZ • _ (SII.9tl£ HAd060' `tl 9T/EJIWtl7.9i/L . 49 ••• ' •.i i•i • • i.' �.(V.9I/E`HAd060'`V.9I/£)IWYI�.91/L £9 ` ' \l : - = 80[99'oN �d•. 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HORIZONTAL ROLLER, IMPACT I 48G'Z H6£A49 'IV SL-€909 9F/S QV 8ONIIZVID 8 6E04 0xg47dyg (Nlfid.TIflHava(DAIIZVIDIANIIA 111T ZS 1 L4ZdL9 ()min &InaQV3HON1 YI1YIAN IA 4ZZI IS OOLL HD HO S66'668'i6L MOM �IOD171S DNIZ VID OS IPI4'9 IV9L-€909 HWVfaYVV 01 dl I4I4 £4 91-1909'6EL4ft d I 0 04T49 7V91£909 rI1Sa^IVL3'al 04I4 Z4 CIV2H 3Wdfd 6E19 7V91'E909 GMHNIVL3'al 6E10 F4 2I2I07 O.8L04L d' lI1A00'IIVEDWI ob 1 �IOLOL9 SLZXL81.dIL.LS8HEi.LVaN 1f1H OWL 6E 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT O 2017 PGT INDUSTRIES. INC. 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O SASH STOP #4025, 6063-T5 .062 1.1,jT 83 Il 21 SASH TOP & BOTTOM RAIL #4105, 6063-T5 .050-+ .678 1.096 I i-T 54 GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) .06 1.122 O FLANGE FRAME SILL #4136, 6063-T6 3.152 .062 .437 O HORIZ. ROLLER TRACK #4131, 6063-T6 2. 79 1.081 32 SASH MTG. RAIL #40060, 6063HS-T6 .050 t I •• .678 1.096-I—"I • • 55 GLAZING BEAD 7/16" #4222A,6063-T5 • ••• • • • • • • 2. .06 O FRAME SILL ADAPTER #4137, 6063-T6 062 k-1.403-ey 17 FIXED MEETING RAIL #4054B, 6063HD-T6 k-1.29ry 37 SASH SIDE RAIL #4126, 6063-T5 1.349 ••• • • • • • 4 • ¢78 • • • • .080•+.•- •••.• • .14 • • • 5•GLAZIN GBEAD, 7/16" #985C, 6063-T5 ••• AISPDW!VW- K1T,• • • • • • • • • • • • • • • •• •• • • •• •• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • 000 • • • 800 • • -1.513- J r-.040 (II .738 O SASH STOP COVER #4053, 6063-T5 1 1.363 I 13 FLANGE FRAME JAMB #4002A, 6063-T6 I .0� .678 1.096 053 GLAZING BEAD, 5/16" #4039B, 6063-T5 59 .683 J �n t4 ICI 1.097 GLAZING BEAD, 13/16" #4067, 6063-T5 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21 /2021 By Miami -Da product Control I 3/24/17: NO CHANGES THIS SHEET. w pCD CV O� m 0 J O Z u UU' Z o o•W a0 clo co O 8 m Z w to x 0 co Z 0 m DMZ w 0 co cn Z ems 0 eat * =AoT •.. ATE tf/ '';S/ONAL 1 Illlii fits `ilif 11 U/, / �,10ENSF •. 4 NO. 58705 • *_ I A. LYNN MILLER P.E P.E.F58705 SEE ANCHOR TABLE, SHEET 1 1x WOOD BUCK, NOTE 1 SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET I SEE ANCHOR DETAIL A TABLE, SHEET 1 TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4' MAX. SHIM SEE ANCHOR TABLE, SHEET 1 1 3/8" MIN. SEE ANCHOR' TABLE, SHEET 1 1/4" MAX SHIM SEE ANCHOR TABLE, SHEET 1 2x WOOD BUCK, NOTE 1 1x WOOD BUCK, NOTE 1 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR] TABLE, SHEET 1 2x WOOD BUCK, NOTE 1 1 3/8" MIN. DETAIL B DETAIL 1/4" MAX. SHIM I SEE ANCHOR • TABLE, SHEET 1 /4 MAX. SHIM SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 1/4' MAX SHIM •• • • NOTES: 1. 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. 2. FOR ATTACHMENT TO METAL: THE METAL 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. 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 4. 0.131" DIA. MIN. X 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. 4 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR EXTERIOR INTERIOR (HEA & SILL DETAILS A, B, C, D, & H) • • • •• • SEE NOTE 4 — P 2 1/2" MIN. EMBEDMENT DETAIL H (HEAD) MIN. EDGE 2-1/2' MIN. EMBED 5/8" MIN. EDGE 5/8" MIN. EDGE SEE ANCHOR f is • • -:. •••• •• • • • • • a WOOD SEE ANCHOR TABLE, SHEET 1 � TABLE, SHEET 1 BUCK,2-1/2" MIN. EMBED DETAIL I (JAMB) C NOTE I DETAIL_D • • ••. •.. • •• • •• • •• •• DETAIL G (SILL) TYPICAL FLANGE FRAME SILL SECTIONS.' . • ' • •• •B -- ••. • • •• :• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0400 • • • 000 • • SEE NOTE 4 TYPICAL INTEGRAL FIN FRAME SECTIONS PRODUCT REVISED no complying with the Florida Building Code NOA-No. 1T-0411.06 Expiration Date 12/21/2021 By Miam4-l5,•18e Product Control 324/17: REVISED NOTES TO COMPLY WITH NEW ANCHORAGE. ADDED NOTE 4. gB kg 8 Y 0 O 0 ce 0 z W A0 MIRO ANCHORAGE DETAILS 2 0 n LL .O POE zz 0 K 2 NY! a ONNO ,•'\„xp4tY 4' No. 58705 •. s ATE A. LYNN MILLER, P.E. P.E.# 58705 TABLE 5: TABLE 6: TABLE 7: Maximum Design Pressure, DP (pet) XO or OX Maximum Design Pressure, DP (psi) XOX,1/3.1/3 -113 Maximum Design Pressure, DP (pat) XOX,1/4 -1/2-1/4 GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A) B.5!i6'LAMI-(1/8"A,.090"PVB,1/8"HS) Dwell p,�a0 Glas type Oerail pwfail Glass type Qwell Dwell (less Type HS,.090" PVB, 1/8" HS) Width Hel018 A, B, G, H C, 0, E, F,1 J, K L Width Height A, B, C, G. H, i D, E, F, AK L WWI H•/gM A, B, G, H C. I D, E, F, J. K L C. 5/16" LAMI - (1/8" D. 7/16" LAMI (3/16" A,.090" PVB, 3/16" A) 37' +75.0 / -75.0 +75.0 / -75.0 48' .60.0160.0 +75.0 / 75.0 53-1/8' +60.0 / 60.0 .60.0 / 60.0 +75.0 / -75.0 - 48' +75.0 / -75.0 +75.0 / -TS.O 531l8' +60.01-00.0 +750 ! -75.0 60' *80.0 / 60.0 +60.0 1.so.0 +75.0E. I -75.0 7/16" LAMI -3/16" A,.090" PVB, 3/16' HS) ( +75.0/-75.0 +75.0/-75.0 60' +80.0/60.0 +75.01-75.0 74' +80.0/-80.0 .60.0/-80.0 +75.01-75.0 F.7/16'LAMI -(3/16"HS,.090"PVB, 3/16'HS) 53-1/8' 26' +75.0/-75.0 +75.01-75.0 88' 28' +60.0/40.0 +75.0/-75.0 84 +60.0/60.0 +60.0/430.0 +75.0/-75.0 G. 13/16" LAMI IG - 1/8' OR 3/16" A(MIN.), 5/16' OR 3/B" 60" +75.0/-75.0 74' +60.01-00.0 +75.0t75.0 96' 26. +80.0/-60.0 +60.0!-00.0 +75.0/-75.0 SPACE, 5/16"LAMI -(1/8'A,.090"PVB, 1/8'A) 86' +75.0/-75.0 +75.0/-75.0 B4' +60.0/60.0 +75.0/-75.0 1063/8' +80.0(430.0 *610/-80.0 +75.0/75.0 H. 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" 72" +75.01-75.0 .75.01.75.0 867/18' +80.0/-60.0 +75.0/75.0 106' +60.01.60.0 +60.0/66A +75.0/-75.0 SPACE, 5/16" LAMI - (1/8' A,.090" PVB, 1/8" HS) 74' *75.0/-75.0 4r +60.0/611.0 +75.0175..0 111• +80.0/600 +80.0/40.0 +75.0/-75.0 I. IG-1/8.OR3116"A 5/16" OR 3/8" 3r +75.0/45.0 +75.0/-75.0 53-118' +60.0140.0 +75.a/-75.0 53-1/r *60.0/40.0 +60.0/40.0 +75.0/-75.0 13/16"LAMI (MIN.), 48' +75.0/-75.0 +75.0/-75.0 50• *80.0 / 60.0 *75.0 / 75.0 W" +80.0 / -00.0 +60.01-60.0 +75.0 / 75.0 SPACE,S/16"LAMI- 1/8"HS,.090"PVB,1l8°HS ( ) 531/r *75.01-75.0 r75.0 / -75.0 74' +60.0/430.0 +80.0/430.0 *75.0/75.0 J.13/16" LAMI IG-1/8"OR3/16"A(MIN.),3/16*OR1/4' 60' 3r +75.0/75.0 +75.0/-75.0 66' 36" +80.0/40.0 +75.0/75.0 84• +80.0 / 40.0 +80.0 / -00.0 +75.01 75.0 SPACE, 7/16" LAMI - (3/16' A,.090" PVB, 3/16" A) 86' +75.0 / -75.0 +75.0 / 75.0 74' +80.0 / 40.0 +75.0 / 75A 3r 72• +75.01-75.0 +750/-75.0 84' +60.0/40.0 +75.0/-75.0 86' +60.0/60.0 +BOA/60.0 +75.01-75.0 K. 13/16" LAMI IG-1/8' OR 3/16" A (MIN.), 3/16"OR1/4" 74' +75.0 / -75.0 +75.0 / -75.0 86-7116 +80.0 / 60.0 +75.0 / 75.0 1083/8- +60.0 / -eao +60.0 / •60.0 / 40.0 +75.0! 75.0 +75.0 /-75.0 SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/16" HS) 37' +75.0 / 75.0 +75.0 / -75.0 48'+60.0 l 4B.o r75.01 75.0 108' +80.0 / 430.0 +80.0 *75.0l-75.0 L. 13l16" LAMI IG -1l8" OR 3/18" A (MIN.), 3116" OR 1/4' 48• +75.0 / 75.0 +75.0 / -75.0 .18 53" +60.0 / 40.0 +76.0 / 75.0 111' +80.0 / 6Q0 .50.01.4M0 430.0 +7501750 SPACE, 7/16" LAMI - (3/16" HS,.090' PVB, 3/16" HS) 53-1/5 +75.0/-75.0 +75.0/-75.0 60' +60.0/-COO .75.0! 75.0 631/8' +800140.0 +60.0 / 60.0 +80.01 +80,0! 60A +75.0 / -75.0 80" 38.3/8- +75.0 / 75.0 +76.0 / -76.0 6r 383/8' +60.0 / 40.0 +75.0 / -75.5 +60.0! 40.0 +60.0140.0 .75.0 / 75.0 86`+75.0 /-75.0 +75.0 / -75.0 74' +80.0160.0 +75.0 / 75.0 74' 84' +80.01.60.0 +60.0 / 60.0 +75.0 / -75.0 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT 0 2017 POT INDUSTRIES, INC. ALL RIONTS RESERVED •ec 72' +75.0 / -75.0 +75.0 / -75.0 84• +60.0 / 60.0 +75.0 / -75.0 38-3r8' +80.0 / +75.0 / -75.0 74° +75.0 / 75.0 +75.0 / -75.0 887116 +60.0 / 40.0 +75.0 / -75.0+60.0160.0 +60.01 -00.0 -60.0 +600140.0 +75.0 / -75.0 37"+75.0 / -75.0 +75.0 / -75.0 48'+60.0 / -60.0 ♦75.0 / -75.0 108319' 106' *80.0 / 40.0 +50.0 / 60.0 .75.0 /-75.0 4r +75.0 / 75.0 +75.0 / -75.0 53-1/8' +80.0 / -80.0 +75.0 / -75.0 111 +60.0 / 40.0 +60.0 / 40.0 +75.0 /-75.0 53-1/8" +75.0 / -75.0 +75.0 / -75.0 60' +80.0 / 60.0 +75.0 / -75.0 +60.01 -00.0 *75.0 / -75.0 60' 48' +75.0 / 75.0 *75.0 / -75.0 68 48' +80.0 / 40.0 +75.0 ! -75A+8Q0160.0 60' +60.0 / 60.0 +60.0 / -60.0 +75.01 75.0 68' +75.0 / -75.0 +75.0 +75.0 / -75.0 74' +80.0 / 60.0 +75.0 / -75.0 *50.01•60.0 +60.0/-00.0 +75.0/-75.0 77. +75.0 / -75.0 +75.0 / -75.0 84' +80.0 / 60.0 *75.0 / -75.0 84' .60.0 / -60.0 +80.0/ -60.0 +75.01-75.0 74' +75.0 / 75.0 +75.0 / -75.0 8&711r +80,01 -60.0 +75.0 / -75.0 86- +60.0 / -00.0 .6001 60.0 .75.0 /-75.0 37' +75.01-75.0 +75.0 / -75.0 4r +80.0 / 60.0 +75.0 / -75.0 t06.918. +60.0 / 60.0 +60.0 / 60.0 .7E01-75.0 46' +75.0/-75.0 +75.0/75.0 53-1/' +80.0/60.0 *75.0/-75.0 108• +600/-80.0 +60.0/60.0 +75.0/-76.0 531/8' +75A / 75.0 +75.01-75.0 60' +80.0 / 60.0 *75.0 / -75.0 111' +60.0 / 40.0 +80.0140.0 +75.01-75.0 60• 50S/6" +75A / -75.0 +75.0 / -75.0 68• 50-5(r +80.0 / 60.0 *75.0 / -75.0 53-t/r +80.0 / 430.0 +80.0 / 40.0 +750 / -75.0 68' *75.0/ 75.0 +75.0/75.0 74' +60.0/-80.0 *75.0/-75.0 80" +800/40.0 +80.0/40.0 +75.0/-75.0 72' +75.0 / 75.0 +75.0 / 75.0 84' +800 / 40.0 +75.0 /.75.0 74• +60.0 / 40.0 +60.01430.0 +76.0 / -75.0 74' *75.0 / -75.0 +75.0 / -75.0 867/18" +60.0 / 40.0 +75.01-75.0 84• +80.0 / 40.0 +60.0 / 40.0 +75.01 75.0 97" r75.0l -75.0 r75.0 / -750 48- +80.0l -80,0 +75.0 /-75.0 96" 50518" +60.0 / -80.0 +80.0 / -80.0 +75.0 / -75.0 '48' +75.0 / -75.0 .75.0! 75.0 53-1/8" *80.0 / -00.0 .75.0/-75.0 1083/8' +M O / -60.0 4-60.01-80.0 +75,0 / -75.0 53-1/8' +75.0 / -75.0 +75.0 / 75.0 60' +60.0 / -80.0 +75.01-75.0 108' +60.0 / 40.0 +60.0 / •60.0 +75.0 / -75.0 80' 54' +75.0 / -75.0 .75.0 / -75.0 66" 54' +60.0 / -60.0 +75.0 / 75.0 111• +60.0 / 40.0 +80.0 / 60.0 +75.0 / -75.0 68' +75A/-75.0 .75.0/ 75.0 74' +80.0/60.0 +75.0/ 75.0 53-1/" +10.0/60.0 +60.0/40.13 +75.01-75.0 72' +75.0/-75.0 +75.0/ 75.0 84" .60.0/430.0 +75.0/ 75.0 60' .60.0/60.0 +600/40.0 +750175.0 74" +75.0 / -75.0 +75.0 / -75.0 66-7118" +60.0 / 60.0 +75.0 / -75.0 74" +80.0 / 60.0 +600/ -60.0 *7501.75.0 37' .75.0 / -75.0 +75.0 / -75.0 4r +60.0 / 40.0 +75.0 / -76.0 84' +60.0 / 430.0 +60.0/ -80.0 +75.0 / -75.0 48' +75.0 / 76.0 .75.0 / -75.0 534/8" +50.0 / 40.0 +75.0 / 75.0 96' +60.0 / 600 .80.0 / 60.0 +75.01-75.0 53-1/8" +75.0 / 750 +75.0 / 75.0 80' +60.0 / 40.0 +75.0 / -75.0 1083/5f .60.0 / 40.0 +80.0 / 40.0 +75.0 / -75.0 80' 80' +75.0 / a50 +75.0 / -75.0 66' 80' +60.0 / 60.0 +75.0 / -75.0 103" +60.0160.0 +60.0 / 60.0 +75.0 / -75.0 66' +74.2/-74.2 +75.0/75,0 74' +60.0/-80.0 +75.0/-75.0 111• +59.5/49.5 +80.0/-60.0 +75.0/75.0 l.Q 1.�.•I +68.6/69.6 +75.0/-75.0 84' .60.0 / 60.0 +75.0 / -75.0 53-18" .800/ 60.0 +80.0/-60.0 +75.0 / -75.0 NOTES 72' 74' +68.1 / 66.1 +75.0 / -75.0 887/16" +60.0 / 60.0 .75.0 / -75.0 60• +60.0 / 430.0 +60.0 / 60.0 +75.0 /-75.0 FOR WINDOWNOT SHOWN, GO TO NEXT LARGER iI '/�.�� 48' .75.0 / 75.0 +75.0 / -75.0 53-1/8' +Ba0 / 60.0 +75.0 / -76.0 64• +60.0 / 6a0 +60.0 / 60.0 +75.0 / -75.0 WINDOW NDOW ABLEZES ANY LYN ,/ 53-1/r +75.0/-75.0 +75.0/-75.0 80' +80.0/40.0 .75.0/-75.0 66' 60. +58.8/ 8 +80.0( .0 +75.0/-750 ``��1 'Slj �� 60" 83" +75.0 / -75.0 +75.0 / -75.0 68' 63' +60.0 / 60.0 +75.0 / -75kf 41 r 5i6��$l' •• •• I5 / 2 • +6%07 ..0 +750 (75.0 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR RN 1%�N`SF -' 66• *TO.z1702 *75o/75.0 74' +8ao/60A +75.0/ 6.0 •• a s*5;6/ .6•+epp/6o.n *7s.olas.o = -./3 72' .652/-652 +75.0/75.0 84' +6a0160.0 +750/ �0 1,1i: s . s*53�1i1i p+SO.0460.0 +750/-75.0 WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. _ * ; No.58705 - •- 74' +63.8 / 43.8 +75.01 -75.0 86-7/1r +600 / 60.0 +750 / -75.O sit jB' • W8040 14.0 11*60.0 / 40.0 +75.0 / -75.0 - • * ANCHORAGE SEE SHEET 10. • • • if• • • 4110 / 40.0 3+60400-80.0 +75.0 / -75.0 3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS - -p : - FOR ANCHORAGE SEE SHEET 9. FOR 74" +60.0r40.0 +60.or-eo.o +75.0/.75.0 ' TYPES G-LSHALL HAVE ATEMPERED I.G.GLASS CAP. a i}."o' e4 69 *fiao / 4a0 +eaor 40.0 +75.0 / 75o BOTH THE DP AND ANCHOR QUANTITY REMAIN „O�•., 5 ATE :. y�� 9r +582/582 +80.0/40.0 +75.0/-75.0 UNCHANGED. i f,C` •••.-01t10P,.•' �� • • •*2l � r+j0.9IV.4 •+75.0/-75.0 �,�ij,s, • ..... �N('j`,. • • •3�6' 10'. • • +51j/-51.7 +40.0/430.• +75.0/-75.0 // NAL' \1 • • 111' • +W.9 / 60.9 +a0.0/ 60.• +T5.01.75.0 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. aii/r5h 4drltga, RE -' • •FOR#NCIIORASE SEEEHELT 11. '•' •P.E.658705 • .. •• • • •• • - - - • • • • • • • • • • • • • • s • • • • • • • 4100 • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 41•• • • TABLE 8: TABLE 9: Anchor O3lsnthIes, XO or OX with Mess Types A, 8, C, G,H & I Anchor Quantities, XO or OX with Glass Types D, E, F, J, K & L TABLE KEY: 0 X Otcfal Q,g1ail Anchor Grtsm A Andta Q.e,8 An GmpC Owed omen Anchor G,wpA Anchor Droop El Archer Group r1+(`2+11 3 -..---ANCHOR QUANTITY PER JAMB W .th HegM Head & Sil Jamb Head a 5• Jamb Heed &. Sg ArabWid h h1 Head & Se Jamb Head & Sill Jamb Head & Oil Jamb 3r 1+0+1 2 1+12+1 2 1+C2*1 2 37 1+0+1 2 1+02+1 2 1+c2+1 2 I HEAD AND SILL ANCHOR QUANTITIES 48° 1+0+1 2 1+0+1 2 1*12+1 2 a6• 1+C2+1 2 1*C2*1 2 1«C2+1 2 L-_ A CLUSTER OF (2) ANCHORS 53-118' 1+C2*1 2 1+C2+1 2 1*12+1 2 53-1/8" 1*c2+1 2 1+c2*1 2 1+c2+1 2 CENTERED ON THE MEETING RAIL 2B' 1+C2+1 2 1+(z+1 2 1+C2+1 2 80' 26' 1+(2+1 2 1+C2*1 2 1**1 2 PLUS (1) ANCHOR AT OPERABLE PRODUCT REVISED 66' ti8' 1+22+1 2 1+c2+1 2 1++1 12 2 sr1+C2+1 2 1+02*1 2 1+62C2*1 2 VENT AND FIXED SECTION. (4) as complying with the Florida 77 2+c2*2 2 1+c2+1. 2 1+t2*1 2 72' 2•c2*2 2 1+1:12`1 2 1+02`1 2 TOTAL AT HEAD AND SILL. BuiANCHORS Nola-rm.�da 17-0411.06 74" 2+ 2+2 2 1+C2+1 2 1+C2+1 2 74' 2+C2+2 2 1+0+1 2 1+C2+1 2 1*Q+1 2 1*C2+1 2 1*G2*1 2 t 37' 1+C2+1 2 1+C2+1 2 1+C2*1 2 Expiration Date 12/21/2021 3r 48' 1+0*1 2 1+12*1 2 1+C2*1 2 48' 1+C2+1 2 1+4:2+1 2 1+C2*1 2 (4" MIN. O.C. ANCHOR SPACING) 8y 53.1/8' 1+0+1 2 1+12+1 2 1+0+1 2 53-11r 1+C2+1 2 1+C2+1 2 1+0+1 2 Product Control tie` 31P i*U+1 2 1+12+1 2 4*C2+1 2 BO" 35 1+C2+1 2 1+C2+1 2 1+02*1 2 18 3/4" MAX.Miami-0 2 1+{2+1 2 ee' 1+C2+1 2 1+132+1 2 1+C2+t 2 -al 1-.-4" MIN., 10-1/2° MAX. 68" 1+C2+1 2 1+0+1. I 72'2+C2+2 2 1+C2+1 2 1+C2+1 2 77 2*G2+2 2 1+C2+1 2 1+02+1 23/24/17• t PDATFD TABLE & 74" 2+(2+2 2 1+C2+1 2 1+C2*1 2 74• z+t2+z 2 1+C2+1 2 1+C2+1 2 8" MAX. p 3r 1.42.1 2 1*C2+t 2 1. 2*1 2 37'1«C2+1 2 1«C2+1 2 1+C2+1 2 NM 2 48' 1*C2+1 2 1+C2+1 2 1+C2+1 2 48' 1+C2+1 2 1+12+1. 2 1+CAI 53108' 1+C7«i 2 1+C2*1 2 1*12+1 2 53.1/3° 1+C2+1 2 1+C2+1 2 1+02+1 2 MTG. RAIL 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT 0 2017 POT INDUSTRIES, INC, ALL RIGHTS RESERVED 8tf 38 ' 1+0+1 2 1•(2+1 2 1+12.1 2 80• 38.318' 1*12+1 2 1+C2+1 2 1*C2*1 2 68" 1+0+1 2 1*C2+1 2 1*(2.1 2 or 1+C2*1 2 1*C2+1 . 2 1+c2+1 2 EXAMPLE CLUSTER WI QTY. OF (2) ANCHORS 72 2*C2+2 2 1+C2+1 2 1*C2*1 2 72' 2+1:2+2 2 1+02+1 2 1+C2*1 2 74' 2.0+2 2 1+0+1 2 1*0*1 2 74- 2+c2*2 2 1+0+1 2 1+c2+1 2 (SHOWN IN TABLE KEY ABOVE) 37' 1+(2+1 3 1+12+1 3 1+C2+1 3 3r 1*42*1 3 1+C2+1 3 1*C2*1 3 • 48' 1.12*1 3 1+12+1 3 1+C2.1 3 48 1+C2+1 3 1*C2*1 3 1+C2+1 3 511/8" 1*12+1 3 1*12+1 3 1+12+1 3 53.1/e' 1+122+1 3 1+02+1 3 1+02+1 3 t10• 48' 4+12+1 3 1*12*1 3 1*C2+1 3 60' 48' 1+C2+1 3 1+C2+1 3 1*C2+1 3 e0' 1*Q+1 3 1*(2.1 3 1. 2+1 9 68• 1+C2+1 3 1+C2+1 3 1+C2+1 5 72 2+12+2 3 1+12+1- 3 1*12+1 3 72' 2+02+2 3 1+02+1 3 1*02+1 3 74' 2+02+2 3 1+02*1 3 1*12+1 3 74' 2+C2+2 3 t+C2*1 3 1+12+1 3 37" 1+C2+1 3 1.C2+1 3 1+C2+1 3 37' 1*C2+1. 3 1+02+1 3 1+C2+1 3 48' 1+(2+1 3 1+12+1 3 1+C2+1 3 48' 1+C2+1 3 1+C2+1 3 1+C2*1 3 53-118 1+C2*1 9 1+C2+1 3 1+0.1 3 53-1/e" 1+C2*1 3 1+C2+1 3 1+C2+1 3 60' 50-58' 1+(2+1 3 1+12+1 3 1+(2+1 3 50" 50-5/5' 1+C2*1 3 1+C2*1 3 1+C2+1 3 68" 1+C3+1 3 1+1:2+1 3 1+C2+1 3 68' 1+C3*1 3 1+C2+1 3 1+02+1 3 7T 2,0+2 3 1+42+1 3 1+0+1 3 72' 2+C3+2 3 1*C2*1 3 1+t2+1 3 74' 2+0+2 3 1+C2+1. 3 1+C2+1 3 74' 2+03+2 3 1+0+1 3 1*C2+1 3 NOTES 37" 1+'2+1 3 1+1:2+1'' 3 1+12+1 3 37" 1+0+1 3 1*C2+1 3 1+12+1 3 48" 14-3*1 3 1+C2*1 3 1*12+1 3 48' 1+02+1 3 1+C2+1 3 -1+c2*1 3 1) WINDOW DP /ANCHOR QUANTITIES ARE BASED ON THE 5388" 1+Te+1 3 1+(2+1 3 1+C2+1 3 531/5' 1*C2+1 3 1+C2+1 3 1+02+1 3 FOLLOWING DIMENSIONS: 60" 54" 1+C3+1 3 1+0+1' 3 1+C2.1 3 e0' Sr 1+C3+1 9 1+C2+1 3 1*C2+1 3 101/2. MAX. ON EACH SIDE OF ee' 1+03+1 3 1+c2+1 3 1+12+1 3 • ee 1+C3+1 3 1+0+1 3 1+C2+1 3 HEAD & SILL: MEETING RAIL CENTERLINE. 77 2+13*2 3 1+0+1 3 1*0+1 3 72^ 2+C3+2 3 1*C2+1 3 1+02+1 3 MAX. FROM CORNERS. 74^. 2+C3+2 3 1+C2+1 3 1+C2+1 3 183/4" alai 1 74' 2«c1+2 3 1+C2+1 3 1+C2+1 3 JAMBS: 9' MAX FROM CORNERS AND 22 1/2" MILI nern I 37" 1+C2+1 3 1+12+1 9 1+12+1 3 37' 1+02+1 3 1+0+1 3 1+C2+1 3 MAX. O.C. 48° HC3*1 3 1+G2*1 3 1+C2+1 3 48' 1+C3+1 3 1+C2+1- 3 1+C2+1 3 ,11 1„/ tt} / //7/� 53-88' 1+L3+1 3 1+C2+1 3 1+f2+1 3 53.1/8' 1+03+1 3 1*C2*1 3 1+C2+1 3 s•`�t NY LYNN e0° 8' 1+12+1 3 1+(2+1 3 1+12*1 3 80" w" 1*C3+1 3 1+C2+1 3 1+C2+1 3 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER ........ ,,�0,... .., Z/� 4 UCEN`7 e1P 1+C1+1 3 1+C2*1 3 1+0+1 3 e0' 1+03+1 3 1+C2+1 3 1*02+1 • 3 WINDOW IN TABLE. '.•' ' ect`.- 72 2+0+2 3 1+0+1 3 1+C2+1 3 72' 623C3+1 • 3 = /C2+1 x •3 . 11241. % .' .� * ' No. `�8705 74• 2+(:1+2 3 1+(2+1 3 1+C2.1 3 74• • 2+C3+2 •3 •1i2•i •3 • 1+L2+1s 3 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN _ Sr •1+rs+1 • • 3 4 1CN• •3 • 414E2*1 • 3 WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. _ /,1 3r 1+(2+1 3 1+C2+1 3 1*C2+1 3 • 3 •4 lit . 48• i+1+1 3 1*C2.1 3 1*42.1 3 48' 1•C3*1 3 • +T 3 1+ 2*t� • O'ST `T: �/�� 5388° 1+Ci+1 3 1+12.1 3 1+C2.1 3 53.1/8• • •1+C3*T - 3 1*C2+1 3 1+0+1 3 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TE „c.c., . CC/� Kr 83• 1+©+1. 3 1+C2+1 3 1+C2+1 3 10' aT 1+O3+1 3 1+C2+1 3 1+C2+1 3 TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. ;, mO�.•;, �:` s ' 3 1+C2*1 3 1+C2*1 3 6e" 1+C3+1 3 1*C2+1 3 1+C2+1 3 BOTH THE DP AND ANCHOR QUANTITY REMAIN G ` cif ,ONAL 72' 72' .,2+(3+2 2«C3+2 3 1+Q+'1 3 f*l2*i 3 72' 2+(a* 3 •1 • L1 atS t 1 ` • ; ! • UNCHANGED. 1E _ 74' 2+C1+2 3 1+12+1 3 1*C2*1 3 74' 8 • + • 2+C 3 e,1.C2+1 •3 1+02411 3 • - - - ` • • • • • • 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. • • • • • • • • A. LYNN MILLER, P.E. P.E*58705 ••• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 04141 • • TABLE 10: TABLE 11: Anchor Ouantirtres, XQX,113 -113 -1/9 with Glass Types A, 8, C, G, H 81 Anchor Quantities, XOX,113 -113 -1/3 with Glass Types O, E, F, J, K 8 L TABLE KEY: X O X 0wa0 p,•mi Anchor Grow A Anchr Group B Anchor Group C Ctmag G.up Anchor Group A Motor Group B Anchor Groups YNdtl, Haight Howl & 3N Jamb Haad & BM Jamb Heed & S11 Jamb width Height Head & 581 Jamb Head & S01 Jamb Head & 841 Jamb 1+C3+1+C3+'1� 3 I -'-ANCHOR QUANTITY PER JAMB 46' 1+C2+1.C2+1 2 1+C2*1+C2*1 2 1+C2+1+C2+1 2 48' 1*C2*1+C2+1 2 1+C2*1+C2*1 2 1*C2+1+02+1 2 r 53-1/8' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2*1+C2*1 2 53-1/8• 1+C2+1+C2+1 2 1+C2+1+G2+1 2 1+C2+1+C2+1 2 HEAD AND SILL ANCHOR QUANTITIES 80' 1+C2+1+C2+1 2 1+C2*1+C2+1 2 1+C2+1+C2+1 2 60' -1+C2+1+C2+1 2 1+C2+1+02*1 2 1+02+1+02+1 2 A CLUSTER OF (3) ANCHORS CENTERED sw 28' 1+C2+1+C2*1 2 1+C2+1*C2+1 2 1+C2+1*C2+1 2 s8' 28" 1♦C2+1+612+1 2 1+C2+1+C2+1 2 1*C2+1.C2+1 2 ON EACH MEETING RAIL PLUS (1) 74• 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74• 1+c2+1+C2+1 2 1+02+1*C2+1 2 1*C2+1*C2+1 2 ANCHOR AT EACH OPERABLE VENT 84' 1+C2+1*c2+1 2 1*C2+1+G2+1 2 1+C2+1+c2+1 2 84' 1+G2+1+c2*1 2 1*22+1*c2+1 2 1+C2+1+c2+1 2 PLUS (1) ANCHORS AT FIXED SECTION. 66-7/16' 1.r2♦1+C2+1 2 1+c2+1+C2+1 2 1+02*1+C2+1 2 88-7/16• 1+c2+1+c2+1 2 1+c2+1+022+1 2 1+c2+1*C2+1 2 (9) ANCHORS TOTAL AT HEAD AND SILL. 46' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1*C2*1 2 48' 1+C2*1+C2*1 2 1+C2+1+C2*1 2 1*C2*1.C2+1 2 581/8' 1*C2«1+C2+1 2 1+c2N+C2+1 2 1+c2*1+c4+1 2 53-1re• 1+02+1+c2*1 2 1+C2+1+C2a1 2 1+C2+1+C2+1 2 (4" MIN. O.C. ANCHOR SPACING) 60' 1*C2+1+C2+1 2 1+C2+1+C2+1 2 1*C2+1+C2+1 2 18' 1+C2+1+C2*1 2 1*C2+1+C2+1 2 1+C2+1+C2*1 2 fiP 38' 1+C2+1*C2+1 2 1+C2+1+C2+1 2 1+C2+1*C2*1 2 88' 98" 1+C2*1+C2+1 2 1.C2+1*C2+1 2 1+C2+1+C2+1 2 25 3/4" MAX 74• 1+12+1*C2+1 2 1+C2*1*C2*1 2 1+C2+1+C2+1 2 74• 1+C2+1+C2+1 2 1+C2a1+f2+1 2 1+G2*1* 2+1 2 I 84• 1+C2*1♦C2+t 2 t*C2+1+t2«1 2 1*02+14 2*1 2 84' 1+02+1+C2+1 2 1*c2+1+C2+1 2 1+C2+1+C2+1 2 y �--" MIN., 10-1/2" MAX 667H8" 1+C2+1+C2*1 2 1+C2+1+C2*1 2 1+C2+1.C2*1 2 66.7/18' 1+C2*1*02+1 2 1+C2+1*C2+1 2 1*02+1+C2+1 2 .1.- l 111 1 14l 48" 1+C2+1+C2+1 2 1+C2+1.C2*1 2 1+(2«1+C2*1 2 4e' 1+C2t1+G2«1 2 1*12+1+0241 2 1+02+1+C2+1 2 9" MAX. X 0 X 53.1/8" 1+C2+1*C2+1 2 1+02+1*C2+1 2 1*C2*1.C2+1 2 63-1/8' 1+C2*1*C2+1 2 i+C2*1.C2+1 2 1*02+1+C2+1 2 1--_". 80' 1.+C2+1+C2*1 2 1+C2+1*C2+1 2 1.C2+4+C2*1 2 60' 1+C2+1+C2*1 2 1+C2+1+C2+1 2 1+0,2+1+C2+1 2 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT 0201T PGT INDUSTRIES. INC. AU. RIGHTS RESERVED 68' 38-18' 1+1:2*1+C2+1 2 1*C2*1*C2+1 2 1+02*1+C2+1 2 66' 3638' 1+C2+1+C2+1 2 1+C2*1+C2+1 2 1+C2+14 2*1 2 MTG. RAIL, TYP.- 74• 1+02+1+C2+1 2 1+C2+1+1:2+1 2 1+C2*1+C2+1 2 74' 1+C2+1+C2+1 2 1+C2+14C2+1 2 1+C2+1+C2+1 2 114- 1+C2+1*C2+1 2 1+C2+1+C2+1 2 1*r2+1.c2+1 2 54' 1+612+1+02+1 2 1+C2+1*02*1 2 1*c2+1*22+1 2 CLUSTER W/ OF ANCHORS 88-7/16' 1+C2*1+C2*1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 8 -7/18' 1*C2+1+C2+1 2 KR 1+C2*1+1 2 1*C2+1+C2+1 2 EXAMPLE QTY. (3) 48' 1+C2+1♦C2+1 3 1+C2+1*G2+1 3 1+C2+1+C2+1 3 48' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 (SHOWN IN TABLE KEY ABOVE) 53.118• 1+C2+1+C2+1 3 1+C2+1*C2+1 3 1+C2*1+C2+1 3 59.1/8 1*C2+1+C2+1 3 1+C2+1+C2+1 3 1*C2*1*12.1 3 80' 1+02*1+C2+1 3 1*C2+1*C2+1 3 1+C2+1+C2+1 3 60' T*C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+8;2+1 9 • 86' 48' 1+12+1+C2*1 3 1+C2+1+C2+1 3 1+C2+/*C2+1 3 88' 46' 1*C2+1+C2.1 3 1+C2+1+02+1 3 1+C2*1+02+1 3 74" 1+C2*1*C2+1 3 1.C2+1+C2+1 3 1+C2+1+C2*1 3 74' 1+C2+1+C2*1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84- 1*C2+1.C2+1 3 1+C2+1+C2+1 3 1+C2*1+C2+1 3 84' 1+C2*1*C2+1 3 1+C2+1+C2+1 3 1+C2+1.C2+1 3 88-7/16 1+C2*1+C2+1 3 1+C2+1+C2*1 3 1+C2+1+C2*1 3 06.7118 1+02*1+C2+1 3 1+C2+1+C2+1 3 1*C2+1*C2.1 3 48' 1*C2*1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 46' 1*02+1+C2+1 3 1+C2+1+C2+1 3 1+C2*1+C2+1 3 5S1/6' 1*C2+1+02*1 3 1*C2*1+C2*1 3 1+C2+1+C2+1 5 83-1/6' 1+C2+1+C2+1 3 1+C2+1+C2*1 3 1+C2+1+C2+1 3 60" 1+C2+1+C2+1 3 1+C2+1*02+1 3 1+C2*1*C2+1 3 80' 1+C2*1+C2+1 3 *4 2*1+C2+1 3 1+02+1+C2+1 3 66' 508/8' 1+C2+1*C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 e8' 564/e' 1*C2+1+C2*1 3 1+(2+1+C2+1 3 1+C2+1+C2*1 3 74' 1+C2+1+02+1 3 1H3+1.C2+1 3 1*C2*1+C2+1 3 74' 1+C2+1+C2+1 3 1+C2+l* 2*1 3 1+C2+1+C2+1 3 84- 1+C2«1*C2+1 3 1+C2+1+4:2+1 3 1+C2*1+C2*1 3 64' 1*C2+1+62+1 3 1+22+1+C2+1 3 1+C2*1+C2+1 3 66-7/16" 1+C2*1*C2+1 3 1+C2*1*C2+1 3 1* 2+1+C2+1 3 637/16' 1+C2+1+C2*1 3 1+C2+1.C2+1 3 1+C2+1+C2+1 3 NOTES 46' 1+C2*1+C2+1 3 1+C2+1+C2+1 3 1*C2+1+C2+1 3 48' 1+C2+1*C2+1 3 1 C2+1+C2+1 3 1+G2+1*C2+1 3 53-VW 1+C2+1+C2+1 3 1+C2+1*C2+1 3 1+2+1+C2+1 3 59.1/8' 1+C2+1+C2+1 3 1+1=1+1+C2+1 3 1+C2+1+C2+1 3 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE 60" 1.C2+1+C2+1 3 1+02+1+C2+1 3 1+c2+1+C2+1 3 6m 1+c2+1+c2+1 3 1+c2+1+C2+1 3 1+ 2+1*c2+1 3 FOLLOWING DIMENSIONS: sr 54' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1*c2+1.C2+1 3 66' 54' 1+112+1+C2+1 3 1+02*1+G2+1 3 1+62+1+c2*1 3 HEAD & SILL: 101/2' MAX ON EACH SIDE OF 74- 1.C2+1.C2+1 3 1*C2.1+C2+1 9 1+C2+1+C4+1 3 74' 1+C2*1+C2+1 3 1+C2+1*C2+1 3 1+C2+1+2+1 3 MEETING RAIL CENTERLINE. 84" 1+C2+1+C2*1 3 1+02+1+C2+1 9 1+C2+1+C2+1 3 84' 1+C3+1+C9+1 3 1+C2+1+C2+1 3 1+02*1+C2+1 3 25 3/4" MAX FROM CORNERS. 864/18' 1+C2+1+C2*1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 66.7/16' 1*C3+1+C3+1 3 1+C2*1+C2+1 3 1+C2+1+C2+1 3 JAMBS: 9' MAX. FROM CORNERS AND 22 1/2" 48' 1+C2*1+02+1 3 1*C2+1+C2*1 3 1+C2*1+C2*1 3 48' 1*C2*1+C2+1 9 1+C2+1+C2+1 3 1+C2+1+C2*1 3 MAX. O.C. 5 60' 1+C2+1+C2+1 3 1+C2+1*C2+1 3 1+C2+1+C2+1 9 60' 1+C2+1+C2,1 3 1+C2+1++C2+1 3 1+C2+1+C2+1 3 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER 86' 60' 1+C2+1*C2*1 3 1+C2+1+C2+1 9 1*C2+1+C2*1 3 66' 60' 1*C2+1+Ca+1 3 1+G2+1+C2+1 3 1+C2+1+C2+1 3 WINDOW IN TABLE. `...`N10t1Y1LYNN'''%,, �a' 1}CENy- ��( 74' 1+C2*1*C2+1 3 1+C2*1+C2*1 3 1+C2*1+C2+1 3 74' l*0 *1+C3i16 1 •1,C2+'+02 1 3• 1+C.a' 1*`2+1 V• 1 .' F •';(6. 64' 1+C2*1+C2+1 3 1+C2+1+C2*1 3 1+C2+1+C2+1 3 st' 1+03+1+ 3*1 3 1•C2+•+Ga11 63 n+c•*1* 2*1 r 3 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN No• Sgips '•' 86.7/16• 1+C2+1+C2+1 3 1*C2+1+ 2*1 3 1*C2+1+C2*1 3 667/18' 1+C3+1+t3*1 3 1�C2+1+1�1 03 11+cl+S+Cl+t 1 WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. *; •• ttr' 48' 1+C2+1+C2+1 3 1+C2.1+C2*1 3 1+C2+t+C2*1 3 46' 1+C2+1.C2414 3 11EC2*3 c2 1 •,1 81+c *1.,Nt 3 - •�( •• 581/8• 1+C2+1+C2*1 3 1+C2+1*G2+1 3 1+C2+1*C2+1 3 53.1/8' 1+12+1+41 3. •18c2+1*8aj1 3. 1+q*1N2+1 10• 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS �; ••. 6rr 1+C2*1+02+1 3 1+C2+1*C2+1 3 1*C2+1*C2*1 3 60' 1+G1+1+C2+1 3 1*C2*1+C2+1 3 1*C2 1.G2*1 3 TOPES G - L P A I.G. CAP. T •. A .= ��` 66' 63- 1*c2+1+02*1 3 1+C2+1+C2*1 3 1*C2+1*C2+1 3 86• 63' 1+03+1+03+1 3 1*C2+1+C2+1 3 1+c2+1+C2+1 3 AINSS AND NCH QUANTITY BOTH THE DP AND ANCHOR QUANTITY REMAIN '..;,O51 •'•�ORIOP .•'G\��, 74' 1+02*1+C2.1 3 1+C2+1+C2+1 3 1+C2+1+C2*1 9 74' 1+C2t1+C3+1 3 1+Ct+1+C2*1 3 1+C2+1+C2*1 3 UNCHANGED. '� /Sj/ ` �• 84" - 1+C2+1+C2+1 3 1+C2+1*C2+1 3 1*C2+1+C2*1 9 _ 84' 1+C3+1.4t+1• �f• 1+C2+iM.6.1 •• t1+C2+1+mow • 3 • • • / NAL ;`t ///II 88-7/18' 1*C3*1+C3*1 3 1+C2+1+C2*1 3 1+C2*1+C2+1 3 86.7/16' 1+CS+1+b•i 68 1+C2+1+1,L+1 3 61+C2+1+CZ++ 3 • • 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. I111t1 A.I YNN MILLER PE. . • • • • • • • • • • P.E058705 -.... ..__ as ._L • • •• •w • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 12: TABLE 13: Anchor Quantities, XOX, 1/4- 12-1/4 W161 O1ass Types A, 8, C, O, H & I Anchor Quantities, XOX, 1/4- 71-1/4 wlth Glass Types D, E, F, J, K & L TABLE KEY: Omit Osnl Andes Grow A ArwhnrGroup 6 Anchor Group C O*aal Mend Anchor floup A Anchor Group 8 Achor Croup C X 0 X Wan Ka&ht Head a so Jane hand a SKI And, 11+ed a Sit Jamb Width Hn ht Hood & 61e Jan• Heed a Eli Jamb Head & SO Jamb - - 53-vr 1*C2+1+C2+1 2 1+C2+1+r1+1 2 1+C2+1+a+1 2 lsve• 1+C2+1+C2+1 2 l+C2+t+C2+1 2 1+C2+1+02+1 T I1+C2+2+C2+11 3 ANCHOR QUANTITY PER JAMB stp 1*C3*NC2*1 2 1+02+1*02*l 2 1+(2+1+(2*1 2 67 1*C2*1+C2*1 2 1*C2+1+(3*1 2 1*C2r1+C2+1 2 74 1*C2+1aC2+1 2 1+C2+1+c2+1 2 1*C2+1+C2+1 2 74" 1+C2+2*C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 - HEAD AND SILL ANCHOR QUANTITIES f 84' 1+C2+2rO*1 2 1+C2+1+02+1 2 1+C2+1+C2*1 2 64 1*L2*2+C2+1 2 1+C2+1+02+1 2 1*L2+1+C2+1 2 ec 1+Czn+C2+t 2 1+C2+1+02+1 2 1K2a1+C2+/ 2 a6• 1+C2+2*C2.1 2 1+C2+2*C2+1 2 1+C2+1+C2*1 2 A CLUSTER OF (2) ANCHORS CENTERED 1ee343• 1♦C2+2.C2+1 2 1+C3+1+C2*1 2 1+C2+1*C2*1 2 lamer 1*22+2+C2+1 2 1+C2+2.C2*1 2 1+C2+1+C2+1 2 ON EACH MEETING RAIL PLUS (1) PRODUCT REVISED 10r 1.C2.2.0:2*1 2 1+C2+1*C2+1 2 1+C2*1+G2+1 2 108• S+C2+2*C2+1 2 1+C2+2*C2*1 2 1+C2+1+431a1 2 ANCHOR AT EACH OPERABLE VENT as complying with the Florida 111` 1+07*2*02+1 2 1+C2+i+C2+1 2 1*Ct1tC2+1 2 111' 1+C2+2+C2t1 2 1+C3*2*C2*1 2 1*C2+1+C2+1 2 PLUS (2) ANCHORS AT FIXED SECTION. Building Code 534re" 1+C2.1*C2*1 2 1+C2*1+C2+1 2 1+C2*1*C2+1 2 53-1/8" 1+c2+1*C2*1 2 1+C2+1+C2+1 2 1+C2+1.02r 2 NOA-No. 17-0411.06 a7 1.C3.1*C2+1 2 1*C2.1+22+1 2 1+C2+i+C2*1 2 67 1*C2*1+C2+1 2 1+C2*1K2+1 2 1+02+1+C2+1 2 (8) ANCHORS TOTAL AT HEAD AND SILL Expiration Date 12/21/2021 74• 1+C2+1+C1*1 2 1+C2+1+02+1 2 1+12241 -2+1 2 74' 1+02*2+02.1 2 1*C2+1.C2+1 2 1*C2+1+C2r1 2 e4• 1+C2+2+C2+1 2 1+C2+1+c2+1 2 1402+1+C2*1 2 84• 1+02.2+02+1 2 1+02+1022.1 2 1+C2+1*132+1 2 (4" MIN. O.C. ANCHOR SPACING) By Br 3r 1+C2+2*C2+1 2 1+C2+1.C2+1 2 1+C2+1«C2+t 2 9r 14-C2+2+02+1 2 1+13242*C2+1 2 1+C2+1*C2*1 2 Miami -Da roduct Control 1063/r 1*C2+2*C2.1 2 1+C2+2+C2a1 2 1*C2+1+C2*1 2 1063/8" 1*02+3+C2*1 2 1+C7+2+(2r1 2 1*C2.244:2+1 2 for 1.02+2+02+1 2 1+C2*2*C2+1 2 1.C2+1+C2.1 2 108• 1*C2+3+C3*1 2 1.t3+2*C2*1 2 1tC3+2.C2+1 2 2 25 3/4" MAX. 111' 1+C2+2+ct+1 2 1+C2*2+C2+1 2 1+Ch1+C2+t 2 itY 1+C2+3+(3.1 2 +*02+2+(3*1 2 1+C2a2+ 2+1 2 I _,..I MIN., 10-1/2"MAX 3/24/17: UPDATED TABLE& 53.1/9' 1*Ca*11C2+1 2 1+C2a1*C2*1 2 1+2+1*C!*1 2 63-Na' 1*C2ataQ+1 2 3* 2*1* 2+1 2 1+C2*1*C2*1 2 1.--4" ELEVATION. 87 1+C2*1+C2+1 2 1+C2*1+C2+1 2 1.C2+1*C2+1 2 67 1+C2+1.C2+1 2 1+C2+1+C2*1 2 1+C2+1+C+1 2 1 I I l 1 l l-i- 74• 1+02*1*02*1 2 1*C2+1+C2+1 2 1.C2+1+C2+1 2 74' 1+02+2. 2+1 2 1162*1*C2+1 2 1+02+1+02+1 2 9" MAX X 0 X 84" 1+02+2+ 2+1 2 1*C2N+C2+1 2 1+C2+1+C2*1 2 64' 1+C2+2+('2+1 2 1+C2*1+03+I 2 1+C2.1*C2+1 2 "'T� flr 1+C2*2*(2+1 2 1+C2.1+C2+1 2 1+C2*1+C2t1 2 96" 3 6, 1+C2*2X3+t 2 1+C2*2+C2*1 2 1+C2*1+C2*1 2 1 \� �� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT 102017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED (ALUM. HORIZONTAL ROLLER, IMPACT I$I 03/22/06 JENS ROSOWSK1 HR-710 I11i NTS it 11 OF 11 I 4127-10 4 H 1083,'r 1+C2*2+C2*1 2 1*C2*2*C2«1 2 1*C2+1+C2+1 2 10638" 1+C2+3+C2+1 2 1+122+2+C2+1 2 1+C2+2+02*l 2 10r 11C2+2,42+1 2 1*C3+2*11:2+1 2 iaC2*1+C2.1 2 108" 1+C2+3+C2+1 2 1+C2*2+C2+1 2 1+22+2+C2+1 2 MTG. RAIL, lYP.- 111• 1*C2*2+C2*1 2 1*C2a2.C2+1 2 1* 2*1+C2«1 2 111' 1+02+3+ 2*/ 2 1.22*2+02*1 2 1102+2+02+1 2 53-1/8• 1+03*1+02*1 3 1*C2.1+C2+1 3 1*03+1+C2+1 3 85.1/8" 1*C2+1+cz*1 3 1*C2M+C2*1 3 1+C3+1+422+1 3 EXAMPLE CLUSTER W/ QTY. 20" 1+C2*1+C2N 3 1+C2+1*C"2*1 3 1+C2+1+C2N 3 60' 1*C2*1+C2+1 3 1tC2+1*(2*1 3 1+C2+1*C2*1 9 74" 1*C2+1.C2+1 3 1+C2+1+C2*1 -3 1*C21*C2t1 3 ' 14 1*ra*2+1:2+1 3 1*C2+1.02a1 3 1+c2*1+C2+1 3 OF (2) ANCHORS 64' 1+C2+2*02*1 3 1+CJ+1*C2+1 3 1+C2+1*C2+1 3 84" �• i+C2*2+C7+1 3 1+C2+1+C2+1 3 1*C2t1+C2+1 3 Br 4r 1*02*2+02+1 3 1*C2+2*C2+1 3 1+C2+1+C2+1 3 6r 1*03+3*C2*1 3 1+C2+2+C2+1 3 1*C2I-1*c2+1 3 (SHOWN IN TABLE KEY ABOVE) 10832' 1.C2+3+C2+1 3 1.C2+2+C2+1 3 1*C2*1+C2+1 3 1053/8• 1+C2+3+C2+1 3 1/C2+2+C2+1 3 1*C2+2+02+1 3 13r 1*C2+3+02+1 3 1+C2*2+C2+1 3 1*C2*1+32+1 3 for 1* 2+3+C2+1 3 1. 2+2*C2+1 3 1*C2+2+C2+1 3 111' 1*4:2+3+C2+1 3 1+C2+2*12*1 3 1+C2*1+02+1 3 111' 1+C2+3+C2+1 3 1+02+2*C2+1 3 1*C2+2+22+1 3 53-1/8" 1*C2*1+C2+1 3 1+1:2*1+C2+1 3 1H2+1,C2t1 3 St1/8" 1*C2+1+C2+1 3 1+02*1*C2*1 9 1+C2H+C2+1 3 CO" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 67 1*22+1+42+1 3 1+02+1*C2+1 3 1*C2+1+C2+1 3 74" 1*C2+1+23*1 3 1*C2*1+02+1 3 1*C2*1-432+1 3 74' 1+C2.2*02+1 3 1+C2*1+C2+1 3 1+C2+1+C2*1 3 a B4" 1+C2+Z+C2+7 3 1*C2+1+C2+1 3 1+CG*1+C2+1 3 B4' 1+C7.2+C2+1 3 1.C3+1*C2*1 a 1•C2+1*C2+1 3 •r SaSr 1*C3*2+C2+1 3 1+C2+2aC2+1 3 1+C2*C2 1++1 3 ar 50&r 1+C2+3*22+1 3 1*C2+2+C2+1 3 1+C3*1+02+1 3 N 10631r 1*C2+9+C2+1 3 1+C2+2*02+1 3 1+Q+1*C2.1 3 1083/8 1+C3.3+Q*1 3 1*C2+2+C2+1 3 1+C2+2*C3+1 3 108• 1+C1*3+C2*1 3 1*C2r2+C2r1 3 1+C2+1+C2+1 3 10r 1*C3+3t433+1 3 1+02+2.02.1 3 1+C2+2+C3*1 3 ® .-- III" 1*C2+3+C2N 3 1*C2+2+L2+1 3 1+C2+2+R+1 3 111" 1*C2*3*C3+1 3 1+C2a2*C1+1 3 1-C2*z+Ct*1 3 s3•va' 1+C2*1+C2*1 3 1+C2*1+C2+i 3 1+C2N+C2+1 3 5i1/8' 1+C2+1+C2*1 3 1+CL+t.C2+1 3 1+02*1+C2+1 3 NOTES x t+CNi+C2+1 3 i+C201+C2*1 3 1*GZN+C2*1 3 80' 1*C2+1«Q+1 3 teC2+1+C2+1 3 1+C2M+L2+1 974• 1.c2+1+C2+1 3 1+C2+1*C2+1 3 1+C2+1*C2+1 3 T4` 1*12+2+C3*1 3 t*C3+t+cztt a t+13+tK2*t 3 1)WINDOWDP/ANCHORQUANTITIESAREBASEDONTHE g 54 t+C2tz C2+1 3 1+C2+1+C2+t 3 1+C2atrC2 1 3 11a 1*Ct.2+c3+1 3 1*C3*1+CN1 3 1♦1+C2+1 3 FOLLOWING DIMENSIONS: o (J ee 1+02+2022+1 3 t+c2+2+C2a1 3 1+C2+1+22+1 3 Be 64 1*c3+3+c3+t 3 1+c2r2+C3+1 3 1+cz.t*cz*1 3 HEAD & SILL: 10 1/2' MAX ON EACH SIDE OF 1083/r 1+02+S+Cd+1 3 t+C2+z+C2*t 3 1+C3+t+C2+t 3 106318' Cr(3.3+C3+1 3 1+czn+cz*1 3 1+3+z+cx+1 3 MEETING RAIL CENTERLINE. • Z for 1+C2+3+C2+1 3 1+C2+2 C2+t 3 1+cz+1«Cs+t 3 taa 1.C3r3+C3*1 s t.C2+T,C2+1 3 1+Cx+2+cz+t 3 25 3/4" MAX. FROM CORNERS. 111• 1*C2+3+C2*1 3 1+C242+C2+1 3 1+R+2+C2+1 3 111' 1+C3+3+C3+1 3 1+C2*2+C2+1 3 1*C2*2+C2t1 3a D31/s' 1*C2+S+C2+1 3 1«(2«t+(3+1 3 i+C2+1*C2*1 3 b3•t/8' 1+02*1+02.1 3 1+02*1+02+1 3 1+C2+1*Q*1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" mai °oo0 67 1+422+1+02+1 3 1*024-1+C2*1 3 1+03*1.2*1 3 60' 102+1+03*1 3 1*C2.1*C2+1 3 1+02*1+C2N 3 MAX. O.C. e4' 1+Ct*12*C2+1 3 1*C 2 1.c2+1 3 1+C2*1+C2t1 3 or . 1+03.2.C3.1 a 1*C2*1.02+1 3 1+C2*1+02.1 3 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER �,•`1 oNyiLYNN,,/t1/��'.',,, •r Br 1*C3+2.C3+1 3 t+C2 2+02.1 3 1+02+1*C2+1 3 9r s 1+C3+3+C3+1 3 1.3242.02.1 3 1+C2.1+C2+1 3 WINDOW IN TABLE. `` ��.•uC', •::y� 1063/r 1*03*3.C3*1 3 1*C2+2+C2r1 3 1*C2+1+C2+1 3 1083/r 1H3+3+C3+1 3 1.O1t2+4A r 3• 1+E2+2*C241 • • • • ! �� the' 1+C1t3+C3*1 3 t+c2*2*C3*1 3 1+C2+1* 2+1 3 tro' 1*C3 3.Qrt 3 �1+C2«z+c2+1 3 t*�z*2#•2* 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN S No. 111' i*C3.3.p*1 3 1K3*2.[2*1 3 1+CJ*z*Q+1 3 711' 1+C3+3+C3+1 3 *2*cztj r a s4ir+��,zt*2�z+16 s t • • WINDOWS, SUBTRACT 1* FROM TABLE SIZE DIMENSIONS. ' * 58705 534/6" 1+C3+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1*C2+1 3 53-Ur 1+C3+1*C2+1 3 1+C4.1+C2+1 8 3 • 1+Q2+1j 2+18 3• • • - • 60• • 1+C2*1K3+1 3 1+C2+1+C2+1 3 1+C2+1+C2*1 3 97 1*C3.11C3*1 3 •1402+1+4r+• e 3 •M•2r1*C1l 30 • • • 4) FOR INSTALLATION IN THE FIVHZ ABOVE 30 FT. GI ASS •• /7 C_ =13 '. 74" 1*C2+1*C211 3 1*(3 1*C2+1 3 1+C241*C2+1 3 74' 1+C3+2+C3*1 3 1*02+1+c2+1 3 1*C2*/H2*1 3 A TEMPERED I.G. GLASS CAP. !T �Qc'•. STATE O 84• 1+03+2.03+1 3 1+02«1*02+1 3 1K3H.C2*1 3 84• 1+C3+2+C3*1 3 1+C2+1*C2+1 3 1+C2+1+C2*1 3 TYPES G - L SHALL HAVE :: �8- 03. BOTH THE DP AND ANCHOR QUANTITY REMAIN •,'�,, 1663m• 69W 4 avci2+2j1s • • • • •UJICHANGED 'ONALPevl ., ior 1+C2.3*03+1 3 1*Cz+2+Cz++1 3 1*C2*1*C3+1 3 1+C3*33K:341 3 p,Kanic!*l 3 3 111• t+C3+3*C3+1 3 1+C2*2+23+1 3 1*C2*2*C2+1 3 11r 1+C3+3+c3.1 3`SI+C2+29C2+1' 3 1 C2*2+c2.1 3- • � ) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A. LYNN MILLER, P.E. • • • • P.E858705 • >n • • IP • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 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 codes • This product is approved as described herein, and has been designed to comply with the Floritet iBi itding 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 • . . DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 13ii. GNners — ,.Nf.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD"LIGI Im act sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by n�a� �:fic+ture , vigr1e& and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Contjgl•Riyision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Prq,44 ,Pontrol,Sec'tl'o'n. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's nat a or•logo, !its state, model/series, and following statement: "Miami -Dade County Product Control AppraYgh",:unlesi,arheryvise noted herein. • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI-DADE COUNTY NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.F. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading per.TBC+, TAS 21:1A-24 • • 3) Water Resistance Test, per FBC, TAS 202-94 • 4) Large Missile Impact Test per FBC, TAS 20? 114 • • • 5) Cyclic Wind Pressure Loading per FBC, TAS7g3�94 6) Forced Entry Test, per FBC 2411.3.2.1, and Q2-94. . • • along with marked -up drawings and installation diagram of an akunaaiun glass • door, prepared by Fenestration Testing Laboratory, Inc., Test Rerun3 o. FTL-7'554, ' • dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. ' • ' • (Submitted under NOA No. 14-0123.10) • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20Z. 4 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. 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, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying • With FBA▪ '-5t; Edition (2014), dated 01/30/15, prepared by manufacturer, signedsealeEil'i" Anthony Lynn Miller, P.E. • (Submitted under previous NOA No. 14-0128.11) •"" • • .... . .. 2. Glazing complies with ASTM E1300-09 .. .. D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resources (REV..). E. MATERIAL CERTIFICATIONS • , . • • . • . . .. . • .• . • •• . • ... . • . .. 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "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 "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-5th Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved on 10/29/15 and expiring on 02/17/20. • . . •• .. . • . . . .... .. • .. .... . • .. . . • .- .... 2. . . .... • • . . • .. . • • •• . . •. .. . ... • 4Y Jorge M. Plasencia, P.E. uct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020' Approval Date: August 04, 2016 E-3 . . SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90°/135° CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. 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. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ETS 4 & 5 Glass Type Description (Listed from Exterior to Interior) G3 G3A 7/16" Laminated: (2) Utes of 3/18" HS Glass with .090 PVB Interlayer 9/16" Laminated: (2) Liles of 1/4• HS Glass with .090' PVB hterlayer G4 7/16" Laminated: (2) Lites of 3/16' HS Glass with .090" SG Interlayer G4A 9/16" Laminated: (2) Utes of 1/4' HS Glass with .090" SG hterlayer G5 1' Laminated LG.: 3/16' TExterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16' HS Glass with .090' PVB Interlayer GSA 1" Laminated LG.: 1/4" T Exterior Cap + 5/18" Air Space + 7/16" Laminated; (2) LBes of 3/16' HS Glass with .090' PVB Interlayer G8 1" Laminated LG.: 3/16' T Exterior Cap + 318" Air Space + 7/16" Laminated; (2) Lites of 3/16' HS Glass with .090' SG Interlayer G6A 1' Laminated LG.: 1/4" TExterior Cap * 5/18" Air Space + 7/16' Laminated; (2) Lite&M t'16' ANa ss/lth e90'� Q nta9a�er • G7 • 7/16' Laminated (2) Utes of 3/18" ANN Glass with .090" SG Interlayer • • • • • • ••A_ G7A 9/16" Laminated: (2) Lites of 1/4" ANN Glass with .090" SG Interlayer • • • G8 1' Laminated LG.: 3/16' T Exterior Cap + 3/8" Alr Space * 7116" Laminated; (2) Litre rg116" i/14iass rsti:.09tt S•C'enleekyer• G8A 1' Laminated LG.: 1/4" T Exterior Cap + 5/16" Air Space * 7/16" Laminated; (2) lies of 3/16" ANN Glass with .040' SG Interlayer TABLE A: Group Anchor Substrate Frame Member Min Edge Distance Min. Embedment 1 1/4' Elco Ullracon Concrete (min. 285 ksl) Head/SIII/Jamb 1' 13/8' Ungrouted CMU, (ASTM C-90) Jamb only 2.1/2" 1-1/4" Grouted CMU (ASTM CbO, mil. 2 Mil grout) Jamb only 29/2" 1-3/4" 1/4' Elco 410 S.S. 41 x CretP.T. Concrete (min. 3.35 ksi) Head/Sill/Jamb 1" 1-3/4"2 Ungrouted CMU, (ASTM C-90) Jamb only 2-1/2" 1-1/4' Southem Plne (SG=0.55) Head/SIIUJamb 1" 1.395" 3 1/4' Elsa Uluacon Concrete (min. 2.85 list) Head/Sill 1" 1-3/8* Ungrouted CMU (ASTM C-90) Jamb only 1" 1-1/4' #12, 1841 or 410 S.S. SMS, (min. 11 threads/In)Steel, P.T Southern Plne (SG=0.55) Head/Sill/Jamb 9/16" 1-3/8" Aluminum, 6063-T5' Head/SIM/Jamb 3/8" 0.063" A36• Head/Sill/Jamb 3/8" 0.050" Steel Stud, A653 Gr. 33' Head/SIMIJamb 3/8' 0.0451' 1/4" Boo 18-8 S.S. Aggre-Gator Concrete (min. 3.275 ksi) Head/Sill/Jamb 1-1/2" 13/8" Ungrouted CMU, (ASTM C-90) Jamb only 2' 1-1/4" Grouted CMU (ASTM C-40, min. 2 ksi grout) Jamb only 2' 2' P.T. Southern Plne (SG=0.55) Head/SiI/Jamb 1". 13/8' 4 #12 Steel SMS G5, (min. 11 threads/in) P.T. Southern Pine (SG=0.55) Head/Sit/Jamb 9/16" 13/8" Aluminum, 8053-75' Head/Sit/Jamb 3/8" 0.063' Steel, A36" Head/Sit/Jamb 3/8" 0.050' Steel Stud A653 Gr. 33• Head/Sit/Jamb 3/8" 0.0451" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.693" MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR ALL SPECIFIC P-HOOK REQUIREMENTS. GENERAL NOTES 1 EXAMPLE CONFIGS 2-3 GLAZING DETAILS 4,5 ANCHORAGE 6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS 12-14 ELEVATIONS 15,16 PANEL / SILL TYPES 17 CROSS SECTIONS 18,19 PARTS LIST.. 20 EXTRUSIONS 21,22 DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1,2 8 3 ON SHEETS 6, 7 & B RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 •AISI-S100-07/S2-2010 G ING NOTES: =ANNEALED VHS" = HEAT STRENGTHENED "T'•'- TEMPERED . = .090" BUTACITE® PVB BY KURARAY AMERICA, INC. 'SG" = .090" SENTRYGLAS• BY KURARAY AMERICA, INC. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 Product Control Rs. By JR anc 05/05/2018 Rodwicec ADDED SPACERS TO SHEET 15. •• • natal: ark • • DrrnaY JR 10/1W14 o.t • •• • 41. NIICCEH 36275 �• : • a :LENT OFAu4,2e2AE • • GENERAL NOTES AND MAP SERIES 770ALUM. SGD - LM IMPACT SGD-770 NTS 1 d 22 o.rroa• PGT0130 Few • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH �, ,., NOM. PANEL WIDTH PER TABLES 1-3 PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 NOM. I PE MAX HEI PER TA 1-PANEL CONFIGURATIONS 'ANEL WIDTH MAX. UNII YS IV I II mmLlRaQ► 2`AIPA NP T TABLES 1-3®®lifl NET AIL IV al ♦� UNIT IV m m Nip/viZW�'� m m / QM" POCKE J',-- liPulig7 GHT BLES 1-3 L 3-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX UNIT HEIGHT PER TABLES 1-3 2-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 o MAX. UNIT 2 $ B HEIGHT Yew PER 8a TABLES 1-3 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "0" = INOPERABLE PANEL, "p" = POCKET IlL MAX. UNIT HEIGHT PER TABLES 1-3 A%i2a.ftAla MAX. UNIT WIDTH 5-PANEL CONFIGURATION% •; •• ••• 4-PANEL CONFIGURATIONS MAX UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 ?a� 80 • POpET hn • • • • • • ♦ • • s.,r•--•-, • • • • •• MAX. UNIT HEIGHT PER TABLES 1-3 CORNER TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) DETAIL LETTER w" = WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" SEE NOTE 2, THIS SHEET. Ralston: Rend 9r o.- • • IMO TECHNOLOC1VDRIA j!. %EN1c Ft.4#275 Rom aeo •• JR 10/10/14 arse Br. ar :940.1.160O • • • ••• •ctER7:oFAf/:4• • • EXAMPLE CONFIGURATIONS TRW SERIES 770 ALUM. SGD - LM IMPACT s.+.°urrt SGD•770 NTS • 22 o..aox PG70130 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Mia Product Control A. LYNN MILLER P.E. P.E.058705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 i MAX. UNIT HEIGHT, 96" OR 120" i NOM. PANEL WIDTH PER TABLES 1-3 MAX. TESTED UNIT WIDTH = 355-7/16" © 96" HEIGHT 300-1/4" @ 120" HEIGHT aM42k, ..l2ateTt© ®iEriCP7®® I 0 m i e 0 / ty, viE, / El 6-PANEL CONFIGURATIONS MAX. UNIT HEIGHT PER TABLES 1-3 i NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT WIDTH POCKET .r r---J ight2aiAti14413.13a Will WIWIice® imL•Laem4Tatti.Lda it7vorw 7iE7® 0 m T/•/• 00 r" 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH POCKET nS.i2a,Lttk®t3%826. WridiVISYNEYWNLIF 0000049 MAX. UNIT HEIGHT PER TABLES 1-3 Go eto i m e e • • • • 1 •• • 8-PANEL CONIFIGUI TiCNS • • • • • • • • • • • • • • • •• ••• •• • • • •• eo POCKET CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jo", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXX(p. 2) 90° 8 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "0" = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER V�"w= WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866° PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 roduct Control Forkiave Oda Ralitenx • rims, MA Ostic Revialonc • • Dam aT JR Dale 10/10/14 or. • • • • gaga TECHNSLIEWEMIR µ VENICE Ft7 275 i941).1-1600: • • *T. OFM!)it• • EXAMPLE CONFIGURATIONS. SERIES 770 ALUM. SGD - LM IMPACT SOO-770 NTS a,..� 3 s 22 a«w� PGT0130 B A. LYNN MILLER, P.E. P.EJI 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• • • • GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7/16" NOM. 3/16" HS GLASS .090" PVB 3/16" HS GLASS J:J TERIOR 3/4" NOM. GLASS BITE • 7/16" LAMINATED GLASS, TYPE G3 9/16" NOM. 1/4" HS GLASS .090" PVB 1/4' HS GLASS EXTERIOR a 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS, TYPE G3A GLAZING NOTES: "ANN" = ANNEALED "HS' = HEAT STRENGTHENED "T" = TEMPERED "PVB"=.090" BUTACITE PVEPBY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLASB$Y KURARAY AMERICA, INC. 7/16" NOM. 3/16" HS GLASS .090" SG 3/16" HS GLASS EXTERIOR 3/4" NOM. GLASS BITE. 7/16" LAMINATED GLASS, TYPE G4 9/16" NOM. 1/4' HS GLASS .090" SG 1/4" HS GLASS EXTERIOR a 3/4" NOM. GLASS BITE 1" NOM. 3/16" HS GLASS .090" PVB 3/16" HS GLASS 3/8" AIR SPACE 3/16° T GLASS o 1 154 rt EXTERIOR gf .dia 0 3/4" NOM. GLASS BRE 1" LAMINATED I.G. GLASS, TYPE G5 3/16" HS GLASS .090" PVB 3/16" HS GLASS 5/16" AIR SPACE 1/4" T GLASS EXTERIOR 1" NOM. 3/4' NOM. GLASS BITE 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A • •• • • • • • • • • •• • • • •• • • • •• ••• •• • • • •• Rma ar JR lima 1I A dec 05v052016 De. Revisionx B Ra..omc ADDED SPACERS. Ronda,. de. aevbbrw • 0a.. er JR 10/10114 Ch.aaa"F de. •• • 17, #CNNOLOp)iWY^'F N. VIEllMCE FL 34274 lsa I460.f110 •• crier. OFAUM 49,96 GLAZING DETAILS SERIES 770 ALUM. SGD - LM IMPACT ease ...t t • SG6770 NTS Swot 4 - 22 PGT0130 RIFT B PRODUCT REVISED as complying with the Florida Building Code Non -No_ 16-0629.06 Expiration Date 02/17/2020 By Mlam a Product Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 1" NOM. 3/16" HS GLASS .090" SG 3/16" HS GLASS 3/8" AIR SPACE 3/16' T GLASS EXTERIOR a 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G6 1" NOM. 3/16" HS GLASS .090" SG 3/16" HS GLASS 5/16" AIR SPACE 1/4" T GLASS EXTERIOR a 3/4" NOM. GLASS BITE 7/16" NOM. 3/16" ANN GLASS .090" SG 3/16" ANN GLASS EXTERIOR a 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G7 9/16" NOM. 1/4' ANN GLASS .090" SG 1/4" ANN GLASS EXTERIOR 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A GLAZING NOTES: "ANN" = ANNEALED 'HS" = HEAT STRENGTHENED °T" = TEMPERED "PVB" _ .090' BUTACITE PVErBY KURARAY AMERICA, INC. "SG" = .090' SENTRYGLAS BY KURARAY AMERICA, INC. • •• • • • • • • • • • • • • • • •• • • • •• •• • • • • • •• EXTERIOR a 1" NOM. 3/16' ANN GLASS .090" SG 3/16" ANN GLASS 3/8" AIR SPACE 3/16" T GLASS 0 11I `. Tom. 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM. 3/16" ANN GLASS .090' S 3/16" ANN GLASS 5/16" AIR SPACE 1/4" T GLASS EXTERIOR a 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G8A Revd Iy JR amc 05/052016 arm". B ADDED SPACERS. away • • a.day a0: IforAdertm • • siNrbr ICS FL 3 f j+RNE N•VENICE FL 3�5 • (egrJaeoieoo • • Pr. OFAUDd• warner. JR f0/10/14 cn.ddday mrs • • • • GLAZING DETAILS SERIES 770 ALUM. SGD — LM IMPACT amme • 800-770 NTS Seeok 5 m 22 Draft. PGT0130 B PRODUCT REVISED. as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miam(-D a Product Control • A. LYNN MILLER P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 0 • ^✓"Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For corner astragal anchorage on 90° or 135° corner units, see sheet 11 Maximum DP for all sizes: +60 / -60 (May be limited by Table 1A) Table applies to Glass Types 3, 3A, 5, 5A, 7, 7A, 8 & 8A and the Stile / Astragal types shown below. Door Unit Height 80" 64" 90" 96" 69-7/8 DLO 73 7/8 DLO 79-7/8" DLO 85-7/8" DLO Anchor Group Anchor Group Anchor Group Ancho Group 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Nominal Panel Width II 24" 17* DLO Head/Sill —C +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 30" aOJamb Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 8 8 8 8 8 6 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 36"O 29* DL Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 42" 35" DLOJamb Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 8 8 8 8 8 8 8 8 8 8 6 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 48" DLO Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TABLE 1A: Sill Height to Max. (+) DP (Water Infiltration Rating) SGI Riser Height (+) Design (Flat or Box, see Pressure, pail Sheet 17) Flush - 1-1/7' see note 3 Low - 2.1/7' + 46.67 Medium - 3-1/4" + 60.0 High - 4" + 60.0 SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" OH LENGTH I-- CO 2 O 1 OI OHRATIO ;'1 OH RATIO = OH LENGTH OH HEIGHT Interlock P-hook Lockstile@Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Locksti le @ ' 90' Astragal 135" Astragal Assembly Lockstile @ 135"Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile ,-Lz. 6 Standard Astragal Outside Corner Outside111174 Corner>� Inside Corner VAC, 'I Outside iiii u.J�/--r elm._ �� « I �( C-1 r-l. • • • : : : . • ?Wilde:o• Inside Corner Corner Part #60 (x2) Part #60 Part #60 Part #60 (Stile)• Part #67 (Ast I �Pi 1 • • • C. • • iarty60• • • • • • • 1art 1�5tIIB) rt l (Corner• e Niece/redo • Part #119 (Out) part #120 (In.) Part #61 (Stile) Parts #31 & #32 (Corn. & Fxd Mount) Part #61 nm Ihe RwWn: • • Read Or arr • a.."ar JR 1WfWM • • • • k ICE, F[ (814)-480-/800 • • • • • CIA. OFA IRR2 a • • • • • DP AND ANCHORAGE rSERIES 770 ALUM. SGD - LM IMPACT a.r.� •6G0.770 NTS 6 s22 o".eotea POTO 130 B PRODUCT REVISED as complying with the Florida Building Code BEA-No. 16-0629.06 Expiration Date 02/17/2020 By Miam Product Control A. LYNN MILLER, P.E. P.E# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (For all approved configurations on Sheets 2 & 3) For corner astragal anchorage on 90' or 135' corner units, see sheet 11 Maximum DP for all sizes: +60 /-60 (May be limited by Table 2A) Door Unit Height T de applies to Glass Types 60" 84' 90" - 102' 108" 114" 120" 4, 4A, 8, BA, 7, 7A, 8 8 BA 68-7/8" DLO 73-7/8' DLO 79-7/8" DLO 85-7/8" DLO 91-7/8" DLO 97-7/8" DLO 103-7/8" DLO 109-7/8" DLO and the SBIa / Astragal types Anoho Group Ancho Group Ancho Group Ancho Group Ancho Group Ancho Group Ancho Group Ancho Group shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Heed/SIII C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+( C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Coal C4+1 C4+1 C4+1 C4*1 C4+1 C4+1 C4+1 C4+1 24" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 6 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 DLO P-hook 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+10 9+10 9+10 9+10 9+10 Heed/Slll C4+1 C4+1 C4+1 C4+1 C4*1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04*1 30' pJamb 8 8 8 8 B 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7*8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/SI6 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 t 36" 29. Jamb 8 8 8 8 a 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 40 10 10 10 10 N DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9*10 9+10 9+10 9+10 9+10 8 Head/S111 C4+1 C4+1 C4+1 C4*1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 05+1 C5+1 n42" 35" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 DLO P-hook 6+7 6+7 8+7 6+7 7+8 7+8 7*8 7+0 7+8 7+8 7+8 7+B 7+8 7+8 7+5 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9*10 9+10 9+10 9+10 9+10 ! Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4*2 C4+2 C4+2 C4+2 C4+2 C4a2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 48" 41 Jamb 8 8 e 8 B 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 z DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 6+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/SIll C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4*2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 54° Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 DLO P4rook 8+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 �7+6 7+8 Not available in these sizes Head/S01 C4+2 C4+2 C4+2 C4+2 C4*2 C4+2 C4*2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 /[a+q C5+2 80" Jamb 6 8 B 8 8 8 8 8 8 8 8 8 8 8 8 6 DLO P-book 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7.0ji 7+8 NOTES: - O = EXAMPLE ON SHEET 9 DLO WIDTH = 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL. WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, TABLE NOM. PANEL WIDTH - 7" 2A: 2) WHEN USING THE 2-1/2" SILL, POSITIVE POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A- PSF MAX Sill Height to Max. (+) DP (Water In8litation Rating) OH HEIGHT OH LENGTH �-- DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" 3 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX- POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED 1-1/2" BY IS Sill Riser Height (Flat or Box, see Sheet 17) Design (+)rr Pressure, psf PANEL HEIGHT= O OH RATIO 2: 1 ODOOR UNIT HEIGHT-1.866" AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION Flush - 1-1/2" see note 3 p NOT RATED FOR WATER INFILTRATION. Low- 2-1/2" + 46-67 j 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Medium - 3-1/4' + 60.0 J _ 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. BY 2 FOR PAIRS TO BE High - 4' + 60'0 OH LENGTH 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE INSTALLED. THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 2, SEE SHEETS 21 & SEE 22 FOR PART DIMENSIONS OH RATIO = NOTES 1-3 OH HEIGHT AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. PRODUCT REVISED as complying with the Florida Building Code NOA-No. • 16-0629.06 Straight Astragal Lockstile @ 90' Astragal Lockstile @ 135' Astragal Lockstile @ _ Expiration Date 02/17/2020 Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90° Astragal Assembly 135° Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile BY Mlaml-0a roduct Centro Standard Astragal Outside Comer Outside Inside Comer Corner �' ql�- �I_ __ R 6 6 1' r !� ` ��M Inside� �1 • • •: • • •• • • n#d (loafer • r • • Corner Outside Corner - - - �- 1 +, r� • • • • • • (art#.l tile) • Part #119 (Out.) Part #61 (Stile) Part #61 (x2) Part #61 Part #61 Part #61 (Stile) • Part #67 (Astregll) ssartt6 • •• • • Y • Rot �1181'Corner• • I�ecelter)• ` Part #120 (In.) Parts #31 & #32 (Coro. & Pxd Mount) Part #61 1, .- - b t_ ex or. we*wu . NNO' °1" I—.--1 DP AND ANCHORAGE • • • 770rA LUM SGD IMPACT• ,,as arc RMimw• t J 1600 •• e • • •SERIES Czeolphla A. LYNN MILLER P.E. omry- JR aft 10/10,14 aatue,, net • • • • `Y"' OfAV7N.fr�6• • • •SGD'770 NTS 7 d 22 P071130 B P.E.#58705 • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3: Design Pressure (DP and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90° or 135" corner units, see sheet 11 Maximum DP shown below (May be limited by Table 3A) Table applies to Glass Types 4, 4A, 6, 6A, 7, 7A, 8 8 BA and the Stile / Astragal types shown below. Door Unit Height 80" 84" 90° 96" 102' 108' 69-7/8" DLO 73-7/8" DLO 79-7/8" DLO 85-7/8' DLO 91-7/B' DLO 97.7/8" DLO Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 11 2 3 4 1( 2) 3) 4 1 2 3) 4 1) 2( 3 4 1( 2 1 3 1 4 11 2 3 J 4 +/-90.0 psf -- +/-82.t pat +/-76.0 ps I_ Nominal Panel Width 24" 17' DLO Design Pressure Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 30° 23" DLO Design Pressure +/-90 0 psf +/-82 6 psf +/-75 0 psf Head/SIO C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 • P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 " 29' DLO Design Pressure +/-90 0 psf +/-82 5 psf +/-75 0 psf Head/S81 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C5+2 05+2 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 42" 35" DLO Design Pressure +/-90 0 pal +/-82.5 psf +/•75 0 psi Head/SII C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 Jamb 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 P-hook 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 48" 41" DLO Design Pressure +/-90.0 psf See Note A below +/-82.5 per +/-75 0 psf Head/SII C4+2 C4+2 C5+2 C5+2 C4+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 Jamb 8 8 8 8 8 8 10 8 8 8 10 8 8 8 10 8- 10 10 10 10 10 10 10 10 P-hook 6+7 7+8 7+8 — _ 7+8 7+8 8+9 8+9 8+9 ",,,r 8+9 8+9 8+9 8+9 FOo 8+9 GLACC 9+10 TYPES 9+10 9+10 A 4A 8+9 6 6A 9+10 7A 8 9+10 R 8A 9+40 +/ 87 8+9 1 FOR 9+10 GLASS 9+10 TYPE 9+10 7 FOR EXAMPLE ON USING TABLE, NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSmVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A_ 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. DLO WIDTH = NOM. PANEL WIDTH-7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" THE FOLLOWING STILE Interlock & ASTRAGAL P-hook TYPES SHALL DC USED Lockstile @Jamb rum TABLE 3, Straight Astragal Assembly SEE Lockstile CB Straight Astragal 90' Astragal Assembly Lockstile @ 90' Astragal 135° Astragal Assembly Lockstile @ 135° Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile - Inside Corner Pert #61(x2) Part#61 Part#61 Part #61(Stile)• Part #68 (Astr li• • • • • � •• •rt$6:± •• lartl�j} tiltli rt 1rCo::• Part #119 (Out.) Part#120(In.) Part tt61 (Stile) Parts #31&#32 ) (Corn. & Fxd Mount Part #61 TABLE 3A: Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psi Sheet 17) Flush - 1-1/2" see note 3 Low-2-1/2" + 46.67 Medium- 3-1/4' + 60.0 High-4' +90.0 SEE NOTES 1-3 c0 W x O I O O OH LENGTH �^— OH RATIO 51 OH RATIO = OH LENGTH OH HEIGHT rend aF Da* Readily aw • • ..1fKINDLE, DRIVE • ry I)+eo-tsuo • • • • • Mo OFAUIH.S&' 296' c Roved ay tuft aww Da.* aOC aa0*day. ad1• JR 10/10/14 • • • ••• • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• t— —r DP AND ANCHORAGE • •• •• • SERIES 770 ALUM. SGD - LM IMPACT • a,._.,_.r RI• Moot o_d„ax. a.,+ 0a13-770 NTS 8 s 22 PGT0130 B • e • • • • • • • • • •• •r PRODUCT REVISED s complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miami-D oduct Contror A. LYNN MILLER P.E. P.E.S 58705 SEE SPLICE NOTE, THIS SHEET 4.051" 24" MAX O.C. 24" MAX O.C. 60" NOM. PANEL WIDTH 3.5" a EXTER OR "+2„ ANCHORAGE CENTERLINE OF PANEL 1 NO FRAME "7+8" P-HOOK ANCHORAGE CONSISTS OF: JAMB REQUIRED @ EXTERIOR POCKETS SEE POCKET JAMB INSTALLATION, (7) P-HOOK ANCHORS, (PERPENDICULAR TO GLASS PLANE) SEE TABLE 2, SHEET 7 AND (8) P-HOOK MOUNTING ADAPTER THIS SHEET ANCHORS MIDWAY & SHEET 14 BETWEEN P-HOOK ANCHORS & AT 3" FROM TOP & BOTTOM 1 MAX. TO OPENING EDGE OF POCKET SEE INSTALLATION DETAILS'Jc' & 'Kc', END PANEL SHEET 14 & PART ANCHORAGE DETAILS 'J' &'K', (2 ANCHORS) SHEET 19 FOR P-HOOK ANCHORS o's 6" MAX. SEE "CS" CLUSTER MAX UNIT WIDTH — SEE °CS" CLUSTER DETAILS, DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK INTERLOCK 60" NOM. k PANEL WIDTH // x x x lox kx x x x x x x/ x x xx ,....2_, �� x x �� iD i 3" MAX. x IDI 0O O 14" MAX. O.C. ICI r 3"MAX. ID! '1 END PANEL • ANCHORAGE (SEE SKETCH BELOW) 8" MAX, TYP. x x x CLUSTER, SEE — DETAILS, SHEET 11 = FRAME ANCHORS C) •= P-HOOK 0 ANCHORS IZiI o = P-HOOK 73 MOUNTING ADAPTER ANCHORS • 2x. x\ _2.2" ANCHORAGE ANCHORAGE ANCHORAGE EXAMPLE: 5-PANEL, 2 TRACK, 90° OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: 60" x 96" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 96" UNIT HEIGHT ANCHORAGE 2 04" 6 CENTERLINE OF INTERLOCK SEE "C5" CLUSTER DETAILS, SHEET 10 FOR INTERLOCK "+2" ANCHORAGE [CENTERLINE OF PANEL 2 REQUIRES "C6" CLUSTER, SEE DETAILS, SHEET 11 4.051" ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR t CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE AT RIGHT: °� ▪ P JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM. 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX ANCHOR O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE P-HOOK ANCHOR DETAILS ON SHEET 14. "+2" ANCHORAGE SEE "C5" CLUSTER CENTERLINE CENTERLINE 4+—OF DETAILS, SHEET 10 OF INTERLOCK FORASTRAGAL� ASTRAGAL 1 „ I 3.5 END PANEL ANCHORAGE (2 ANCHORS) 24" x SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL MAX. O.C. x"M . 21" MAX O.C. x--f 4 PAIRS OF ANCHORS (TOTAL 8 ANCHORS) PER JAMB (SEE JAMB DETAIL BELOW) END PANEL 6" MAX. J� ANCHORAGE (SEE SKETCH BELOW) ANCHORAGE EXTERIOR 21" MAX O.C. 5.64" 6" MAX. F-2 TRACK FRAME JAMB ANCHOR PAIR z•kils✓ .` c/-4l%'///,I iiii/k / :\: it•▪ • l l ✓, l L� CENTERLINE • j • • NTERLINE• • • CENTERLINE I OF PANEL 3 +2" ANCHORAGE • 1-- PAN 'L 4 • • "i1 ANCHORAGE I"— OF PANEL 5 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS MAX. SPLICE NOTE: NON- STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. Raauer• a,r Realer ma- ;inert Apt Orlw • 107•'7•(WNOLOG>ippIF •N. VEISC& F7-34275 • • •/94140.1600• Omen ey. JR reek 1lY11y14 • •• • • • • CERiOFAWN.. X19�6• ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUM. SGD - LM IMPACT . : IGD-770 aar NTS 9 x 22 POT01 SO Arc B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miami- roduct Control A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • ASTRAGAL OR SPLICE LOCATION INTERLOCKH IF NEEDED CENTERLINE I 2-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK-�IF NEEDED CENTERLINE I 3.5' EXTERIOR 7 3-TRACK FRAME HEAD/SILL (t4 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4.08' ASTRAGAL OR SPLICE LOCATION INTERLOCK-.-1 NEEDED CENTERLINE I EXTERIOR Road Sr 0s 4-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED. "C4") ASTRAGAL OR I (FOR SPLICE INTERLOCK-n CONDITION, USE CENTERLINE "C6' CLUSTER DETAIL) 7" 7" 2.04" 7" 2-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR INTERLOCK+-� CENTERLINE EXTERIOR ASTRAGAL OR (FOR SPLICE INTERLOCK —I CONDITION, USE CENTERLINE "C6' CLUSTER DETAIL) 3.5 EXTERIOR 3-TRACK FRAME HEAD/SILL (D ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR II (FOR SPLICE INTERLOCK I CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) 3.5" 3.5" SPLICE LOCATION IF NEEDED 2.04" 1.75" • V4" DIAG. 2.04" 7 7" 2-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 21" MAX. O.C. 6 DIAG. 2.04' EXTERIOR 21" 5.64" MAX O.C. 2-TRACK FRAME JAMB ANCHOR PAIR ASTRAGAL OR SPLICE LOCATION INTERLOCK-► —IF NEEDED CENTERLINE 3.5' 2.04 7" 4" DIAG. EXTERIOR 7" V 6" illi INCIIIINIMINIEADIELIIIIIIMINIM 4" DIAG. • ERIIMMIIIIIIIIIMIL 2.04" 3-TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR (FOR SPLICE INTERLOCK-..] CONDITION, DO NOT CENTERLINE USE THIS DETAIL) 6" DIAG. EXTERIOR 5.64" 6" MAX. F4-TRACK —ZI-6"DIAG. FRAME JAMB EXTE / ANCHOR PAIR 1JJ ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT, OR INT. MAX. TRACK (INT. SHOWN) O.C. 5.64° MAX. 3-TRACK FRAME JAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION IF NEEDED 3.5" EXTERIOR • • • • ET wd: .•• 7^ 3.5" 4-TRACK FRAtIg HEAD L • � • � • • 4-TRACK FRAME HEAD/SILL ASTRAGAL OR *TIER_ @ ASTRAGAL OR INTERLOCK (USE WHERE S CLU6,BR • • • • e(U3E•WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "C5") WITH & WITHOUT SPLICE CONDITION uwc Roister Dalir 1010/14 Chsked • • • • ••• 101e Well 01.DG•iSI N. VOICE, F1.3,1275 • • • (91)43O16u3 • •• •• GERI OFAUTH 6 • • Net.. 4I pICHORAGE, EXAMPLE CLUSTERS CERIES 770 ALUM. SGD - LM IMPACT ln.wa. :,SGD-no NTS snag 10 r 22 0a^:mxa PGT0130 B NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9. PRODUCT REVISED as complying with the Florida Building Code NoA-No. 16-0629.06 Expiration Date 02/17/2020 By MI Mlamf-0'a roduc4 Control A. LYNN MILLER, P.E. P.E S 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4.08" INTERIOR 7" 90°CORNER 3-TRACK FRAME HEAD/SILL ("CB" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6°) INTERIOR INTERIOR 6.12" ;1 c 4" DIAG. 8.12" Sli�]L•Cc��1411k 2.04" EXTERIOR 7" 4" 90'CORNER 4-TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS ) 2.04" EXTERIOR 3.5" 4' 7' 4.08 INTERIOR 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") INTERIOR 7.41" 4.08" /�` $4 misimumm r 3.5" , EXTERIOR 7" 135° CORNER 3-TRACK FRAME HEAD/SILL ("C6' ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS ) INTERIOR 6.12' 4" DIAG. INTERIOR 5.88" 3.5" EXTn3R • 4• • 4" 7° EXTERIOR INTERIOR • ON EXTERIOR ALL • VIEWS 6.12" 2.04" 7" EXTERIOR • • • i�Y• CORNE 4-TRACKFQAME H /SIL.• • • ("C8" ANCHOR CIMISTERREOUIRED• • AT ALL 4-TRACKCGRNERSr. • 2.04" • • • • • • • • • •• 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") "+1"ANCHOR CENTERLINE OF PANEL "+2" ANCHOR [.._CENTERLINE OF PANEL CENTERLINE F OF PANEL 4-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. EXTERIOR "+1" ANCHOR 2.04" 3.5" 2.04' • CENTERLINE OF PANEL "+2" ANCHOR 4 DIAG. • CENTERLINE OF PANEL "+3' ANCHOR 4" DIAG. CENTERLINE I OF PANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT R°ndSs. Wilms mar Dew • • RosE9y. ROW • • Dun BF JR Web: 10/10/14 Wd: • •• • N. l E FL fLIEr (94tt 10 CE/ EFAum Deocr011re ANCHORAGE, EXAMPLE CLUSTERS TRIES 770 ALUM. SGD - LM IMPACT allMOWL • %GO-n0 • NTS 1i r 22 PGT0130 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miam -D roaact Control A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A. SHEET 1 2 1/16" " 1/4" fMAX SHIM EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 ink 2-TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR T WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 Oil .s i jigUstrarAva 2-1/16"" EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR �' j///n���I NOTE 3, SHEET 111,I WOOD ANCHOR TYP.,�i�. S& ABLE AR NOTESE1 Ilti & TABLE A, SHEET 1 EXTERIORnI V 1/4" MAX. SHIM I I►- 2-TRACK FRAME JAMB WOOD INSTALLATION EDGE DISTANCE: SEE TABLE A SHEET 1 2-1/16" ' EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR a 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR a 2-1/16" 2-1/16"' 1/4" MAX SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 3-TRACK FRAME HEAD AU WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL Ew WOOD INSTALLATION EXTERIOR 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 ~I 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 ritl WOOD ANCHOR TYP., SEE ANCHOR NOTES 7� e & TABLE A S E 1 • •ram.. ��`�� • • .. EXTERIORn• • • • • • • • V 1/41MAX. SHIM • • • • • • • • '• • • • • • EDGE DISTANCE: SEE TABLE A, SHEET 1 • • Ak•3-TRAGIC FRAME JAMS • • v WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" ' METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX) EXTERIOR 2-1/16" • SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1/4' MAX. SHIM Allakrth4-TRACK FRAME HEAD ITU METAL INSTALLATION SMS ANCHOR TYP., METAL TYP., SEE ANCHOR NOTES SEE ANCHOR & TABLE A, SHEET 1 NOTE 4, SHEET 1 dT� v 4-TRACK FRAME SILL METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16"' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1/4" MAX. SHIM I-- 4-TRACK FRAME JAMB METAL INSTALLATION 117 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. * DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Data 02/17/2020 Miami-DadYrAtoduct Control ake a"aa e Rand By: bale: • ••• • • bag Rebfalvar • • • • JR Doan Eir Oahe 10/10/14 De* • •• ••• • 1070 TEQ4lj00'*0IBE N. VENICEt1. 34275 • (941}480.1�0 • • CERr. 9 • • Dawaytlare ANCHORAGE DETAILS SERIES 770 ALUM. SGD - LM IMPACT seri"ete.t SOD-770 NTS Sneak 12 s 22 ow,w a PGT0130 B 'vc,El•1SS • 'k No. 56705 u 6, LF :SJONIP)- L+'C:.' A. 'rt MIIICE� P.E P.E.# 58705 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR V 1/4" MAX. SHIM 'v INSTALLATION DETAILS EDGE DISTANCE: SEE CONCRETE PER TABLE A, SHEET 1 CONCRETE PER TABLE A, SHEET 1 EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 U TABLE A, SHEET 1 2-1/16" 1 1/4" MAX. SHIM EXTERIOR a EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" • i CONCRETE PER TABLE A, SHEET 1 1/4" MAX. SHIM EXTERIOR a CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 3-TRACK FRAME HEAD CONCRETE INSTALLATION TABLE A, SHEET 1 2-TRACK FRAME HEAD AUPIPP CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR I T 0 PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2-1 /16" ' EDGE DISTANCE: linin SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 Jr i�IIl u SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) CONCRETE PER TABLE A, SHEET 1 2-TRACK FRAME SILL CONCRETE INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" • CONCRETE OR CMU PER TABLE A, SHEET 1 2-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5. SHEET 1 (1/4" MAX.) EXTERIOREIUMMILID 2-1/16" EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 --I CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A. SHEET 1 JlI � n, PROPERLY SECURED ;'r` :... 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, --�- CONCRETE SHEET1 �I� OR CMU EXTERIAt• • • • • • ( • •PERiABLE t• t A s • •A, SHEET 1 v j(4" MAX, iHltii ---.:--I • . • • • • • • • iv#19-TRACE FRAME JRMEP • • ® CONCRETE/CMU INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1 /16" • 1/4" MAX. SHIM NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. • DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6' (JAMB) SEE DETAILS, SHEETS 10&11. PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 4-TRACK FRAME HEAD CONCRETE INSTALLATION IZT CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 2-1/16 " CONCRETE PER TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" • PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONCRETE PER TABLE EDGE DISTANCE: A, SHEET 1 SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 041 4-TRACK FRAME SILL CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED IX WOOD BUCK TYP , SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR 1/4" MAX. SHIM I--- 0 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" • CONCRETE OR CMU PER TABLE A, SHEET 1 4-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION PRODUCT REVISED as complying with the Florida Building Code NOA-No, 16-0629.06 Expiration Date 02/17/2020 By n —� Miami-0 Product Control n.r Dram By: JR 9M mr 10/10/14 R.warc Moaned Ely o.R • ••• di • • • • • • • ••• • N. V TEGti• N. VENICE L • (94r)480-lA0 • • • • CERE OF. • • ANCHORAGE DETAILS Tx SERIES 770 ALUM. SGD - LM IMPACT SOD-770 NTS Sheet 13 . 22 PGT0130 B =em u 68i/6 .�.. c r 1 �n _R10i.'...� u yli.1 q i:^r ' PEh5BY05 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • INSTALLATION DETAILS WOOD FRAMING EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 PHOOK WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 Dabs n% r EDGJ DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET_1 FRAME JAMB REQUIRED AT ALL INSIDE POCKETS TO PREVENT P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EXTERIOR 2.693" MIN. EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS PARTS #18, #20, #22 OR #24, WOOD INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) R.w.ar P-HOOK CONCRETE OR CMU PER TABLE A, SHEET 1 EXTERIOR MOUNT SHOWN, MAY ALSO BE INSTALLED IN INTERIOR COND)TION P-HOOK MOUNTING CONCRETE OR ADAPTER SMS CMU PER TABLE ANCHOR TYP., SEE A, SHEET 1 ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR 2.693" MIN. EDGE DISTANCE Maui P-HOOK FOR USE WITH BOX SILL RISERS PARTS #19, #21, #23 OR #25, METAL INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EXIAIOR • • • • • MOUNT ONLY • • �• • • • •• dove E: JR 00 d0x 1011014 Retiskrer Cbustsd • • • • • • • • • •• EMBEDMENT: SEE TABLE A, SHEET 1 2.693" MIN. EDGE DISTANCE EMBEDMENT: SEE TABLE A, SHEET 1 CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE EXTERIOR P-HOOK MOUNTING ADAPTER CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER PARTS #18, #20, #22 OR #24, CONCRETE/CMU INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) INTERIOR MOUNT SHOWN, MAY ALSO BE INSTALLED IN EXTERIOR CONDITION P-HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 1-1/4' MIN. EDGE DISTANCE EXTERIOR 2 693" MIN. EDGE DISTANCE P-HOOK FOR USE WITH BOX SILL RISERS • • • • ® PARTS #19, #21, #23 OR #25, CONCRETE INSTALLATION EXTERIOR • • (SEE TABLES 1A, 2A & 3A MOUNT • FOR WATER RATINGS) ONLY • • • •• (#41}480.1100 • • • • CERT. 010,111. • • ANCHORAGE DETAILS SERIES 770 ALUM. SGD - LM IMPACT SGD-770 Sctlar NTS ak 14 x 22 PGT0130 Paw B NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. PRODUCT REVISED as complying with. the Florida Building Code NOA-a+o. 16-0629.06 Expiration Date 02/1T/2020 By Miam o uetd Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • CONFIG. EXAMPLES HEADER DETAIL 'A, SHEET 18; INSTALLATION DETAILS'Aw' &'AC, SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'Dw' &'Dc', SHEETS 12 & 13 PANEL CORNER DETAIL MAX PANEL HEIGHT #10 X 1-1/2" PH SMS MAX. UNIT WIDTH MAX. DLO WIDTH PANEL TYPE 'QS' NOM. PANEL WIDTH TYP. PER TABLES 1-3 90' NOM. PANEL WIDTH TYP. PER TABLES 1-3 MAX. UNIT MAX- HEIGHT DLO PER HEIGHT TABLES 1-3 EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX FRAME CORNER DETAIL Part# Description Material 124 Kommerling 4SG TPS Spacer System See t• Shea'I for Materi2t5 • • • 125 Quanex Super Spacer nXTwith Hot Melt Butyl 126 Quanex Duraseal Spacer 127 Cardinal X_ Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 89 SILICONE STRUCTURAL BY OTHERS POLYISOBUTYLEN WITH DESICCANT #8 X1" PH SMS EXT. GLASS SILICONE STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS INT. GLASS KODISPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS ••• • • • • • ••• •• • ;D73 Uat EAL® SPACER • • 5/16' NOM ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. SEAL ",V III', �rC!. SILICONE SEAL ROLL -FORMED • • STAINLESS STEEL EXT. GLASS INTERIOR EXTERIOR 90° CORNER DETAIL 'N2', SHEET 19 & CORNER ANCHORAGE SHEET 11 MAX. UNIT WIDTH INTERLOCK DETAIL 'M', SHEET 19 EXTERIOR INTERIOR JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS Gw &'Gc', SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH - T' DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866' HOT -MELT BUTYL 3/16" NOM. INT. GLASS SUPER SPACER®NXTT1`I INT. GLASS • • INT. GLASS XL EDGETuSPACER Rider JR 05105r201B a ADDED SPACERS. Folder ear a -- • ••• Y • • • • • Dram Br JR 1d10114 6t: • • ••• • (Es- 80-1 ••v•� • • CERT. OF dhre ANCHORAGE DETAILS/EXAMPLE ELEVATION SERIES 770 ALUM. SGD - LM IMPACT SGD-770 NTS 15 d 22 POT0130 B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miam uct Control A. LYNN MILLER P.E. PEA 58705 a•• • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • CONFIG. EXAMPLES DJAMB DETAIL 'G2', SHEET 18; INSTALLATION DETAILS 'Gw' &'Gc', S INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; '�,,-�1—INSTALLATION DETAILS 'Gw' &'Gc', SHEETS 12 & 13 ASTRAGAL HEADER DETAIL 'A', SHEET DETAILS'L1' & 18; INSTALLATION DETAILS L2, SHEET 19 'Aw' & 'Ac', SHEETS 12 & 13 PANEL TYPE 'D' / PANEL TYPE 'A' / NOTE 2, MA UN HEIC PE TAB PANEL TYPE 'L' NOM. PANEL TYP. PER TABLES 1-3 a X MAX1 D HEIGHT PANEL TYPE 'R' O 0 VI X SHEET 15 a X NI MAX I INIT WIi7TH SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHEET 15 IT GHT R LES SILL DETAIL 'D', SHEET 18; INSTALL DETAILS 'Dw' & SHEETS 12 & 13 HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS 'Aw' & 'Ac', SHEETS 12 & 13 MAX. UNIT WIDTH JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS "' 'Gw' & 'Gc', SHEETS 12 & 13 EXTE E INTERIOR MAX. UNIT HEIGHT PER TABLES 1-3 EXAMPLE: 90° OUTSIDE CORNER - XXIXX (2-TRACK) JAMB DETAIL 'It, SHEET 18; ASTRAGAL DETAILS'Li' & INTERLOCK DETAIL 'M', SHEET 19 INSTALLATION DETAILS'Iw' & L2, SHEET INTERLOCK DETAIL 'M', SHEET 19 - 'Ic, SHEETS 12 & 13-- \T JAMB DETAIL 'H2', SHEET P-HOOK DETAIL 'J' & 'K', SHEET 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS VW, 'Hy/ &'Hc', SHEETS 12 & 13 'Jc','Kw' &'Kc', SHEET 14 MAX HE F TAI EXAMPLE: OXXX (2-TRACK) SILL DETA L'D', SHEET 18; INSTALLATION DETAILS '0w' & 'Dc', SHEETS 12 & 13 HEADER DETAIL 'B', SHEET 18; INSTALLATION DETAILS 'Bw' & 'Bc', SHEETS 12 & 13 MAR. UINII VVIU Ill . UNIT GHT ER LES 3 `• • • POCKETUNDER SEPARATE APPROVAL I�^ . • PANEL TYPE 'F X• PANEL TYPE 'M' NOM. PANEL WIDTH TYP. III PER TABLES 1-3 X MAX DLO HEIGHT PANEL TYPE 'R' / 0 PANEL TYPE 'L' / SEE NOTE 2, SHEET 15 X EXAMPLE:OXXXp (3-TRACK, RIGHT POCKET) •• SILL DETAILJE' SHF T i8;'� • • • INSTAMTIOR BEWAILS • • • • 14-TRACK, BY-PASS) 'Ew & 'Ec', SHEETS 12 & 13 1 1 r • JAMB DETAIL'12', SHEET 18; INSTALLATION DETAILS & 'Ic', SHEETS 12 & 13 MAX. UNII Wiu I11 1 MAX. DLO HEIGH PANEL TYPE 'F —► T X PANEL TYPE 'F NOM. W DTH TYP. PER TABLES 1-3 EX ti MA UN H PE TABI 1-: PANEL TYPE -.— O PANEL TYPE M' SEE 2 SHEET 15 X X •_.• . I• • IT GHT R LES INTERLOCK DETAIL 'M', SHEET 19 90° OUTSIDE CORNER DETAIL 'NI, SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERIOR EXTERIOR MAX. UNIT WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 HEADER DETAIL 'C', SHEET 18; INSTALLATION DETAILS 'Cw' & 'Cc', SHEETS 12 & 13 , SHEET 18; NSTALLATION DETAILS 'Fw & 'Fc', SHEETS 12 & 13 Road ay: O°a Raw 9y Oats • ••• • • Rawer Dr a. Sr JR aa, 10/10114 a.dwer - Oa. • • • •• ••. • 1070 TECHNOLOGY DRIVE H. VEHkLI M 342650 • • . O0411-4e0+VO0 • • • • CERT. OI *0TH ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • bantam: EXAMPLE ELEVATIONS law SERIES 770 ALUM. SGD - LM IMPACT rw..+`ae EGO-770 NTS IS a 22 w.r. PGT0130 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miami -Da uct Contfol A. LYNN MILLER, RE P.E.# 58705 ••• • • • • • • • • • • • • • •• •• • PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE INTERLOCK OUT SINGLE INTERLOCK IN -"ECM FIXED STILE -TOC LOCKSTILE W/ HANDLE ASTRAGAL BOX OUT ASTRAGAL BOX IN ASTRAGAL BOX OUT W/HANDLE ti -a ■ ASTRAGAL BOX IN W/HANDLE 1 ll :� _ l INT CORNER 90 LOCKS11LE W/HANDLE #12 _ EXT CORNER 90 LOCKSTILE W/HANDLE #119 EXT CORNER 90 RECEIVER W/HANDLE t%1 4718 INT CORNER 90 RECEIVER W/HANDLE #118 EXT CORNER 90 RECEIVER #118 ,,�`j-�-9' aor EXT CORNER 135 RECEIVER WI HANDLE 1 #31 :CIF. #6 % INT CORNER 135 RECEIVER W/ HANDLE 1 #31 7 O #61 J SINGLE INTERLOCK OUT / F PP K L TR TQ TC TA � TV TW SINGLE INTEN OCK IFIXED B E P A / / C C IC SQ . Sc SA SV SW STILE 1-1 R RR R S ream S gal FD FC FV FW LOCKSTILE WI HANDLE D M J /m+cou0 J RAM „..z......--;>------ / PANEL'S LEFT STILE TYPE ASTRAGAL f L R PANEL NOTES: BOX OUT 1//MT W/ HANDLE III 65 rarp 1. SEE DPTABLES1-3, SHEETS 6-8 FOR PANEL ASTRAGAL A l .iON N SIZES & DESIGN PRESSURE. 41NTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF BOX W/ HANDLE ti (MUM PA E 1 di 14 PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS 0.TERIOR 'y STILE AND ARE NOT AVAILABLE. ASTRAGAL T U STILE BOX OUT F / �� OM (BOX OW) 3. 90° ASTRAGALS TO USE HEAVY-DUTY STILES (#61), CORNER RECEIVER (#118) AND EITHER ASTRAGAL BOX IN TAPPLICABLE U PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND STILE/ASTRAGAL REQUIREMENTS. EXTERIOR (#119) OR INTERIOR (#120) CORNER ASTRAGALS. 4. 135° ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER 90 LOCKSTILE WI HANDLE #120 RT �1 CI (#61) AND �� CORNER ADDON (#31). 232' EXT CORNER SILL RISERS OPTIONS-_.��-.- 23Y LOCKSTILE /� / / T "G C QV EXTERIOR WHANDLE W/HANDLE #11g 1232" I...— EXTERIOR • " EXT CORNER #et /// .232" EXTERIOR ( CS / EXTERIOR ,062" 4.055" 1 W HANDLER w�► WI HANDLE #118t _ T V / � I a .062" 2.656' 3.305" INT CORNER #81 90 RECEIVER ,PRODUCT WI HANDLE #118 AT AS DF // 1.56T � .062' REVISED as complying with the Florida #118 SILL RISER, FLAT' SILL RISER, FLAT SILL RISER, FLAT SILL RISER, FLAT Building Code EXT CORNER CF 78. 20 OFLUSH O 2-1/2" zz 22MEDIUM, 2a 3-1/4" OHIGH, 4' 16-0629.0B 90 RECEIVER. #61 1-1/2" LOW, —� r— .760" _NDA�4o. Expiration Date 02/17/2020 EXT CORNER #31 � 135 RECEIVER �I�� VT VS VF —�{ I jam— I .7�" EXTERIOR II By � �---- W/ HANDLE \ --�{ Imo-- .750" EXTERIOR I .082" Miami-0adPNroduct Control INT CORNER #31 ff / EXTERIO-R.�{ EXTERIOR �' a a a .062' 4.D55" 135 RECEIVER `I.. WT WS WF / I .062' ,.� 3.305" ,. WI HANDLE #fit t / 'I -A 2.555" .062' 1.56T I--- I _ • • • BI01' SILL RISER, ---1 ��-� BOX SILL RISER, BOX SILL RISER, BOX ,,. L:;.1,5 • :, ilEL••R19E 21 Lb_ 2_1/2" • �IEUGH2-1/ • • 25 O MEDIUM, 3-1/4" O HIGH, 4" :, �_ ••• • • • •• • • • ' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 61e'�I6 Row 1by: Dag &Mbbc n .•\ .:;+F)l'J M�,. •.'• •`. - • 7 0EitNi' R; —' PANEL TYPES ,,.. ll.�� ..�. - • • • • • N °`""� • • • i� SGD LM IMPACT ,, ., . R,,,eg; R.I..: • 1}480•B00 • • •� SERIES 770 ALUM. - w st,.a w.4cr+o R.,. A. LYNN MILLER. P.E.w.JR JR o 10/10/14 r.d.ear. • o� • • • ••• • • • CERT:(# 8a8 f_Jr • • • . Sr... sap -no NTS 17 > 22 PGT0130 B P.E.#58705 • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • • • ••• • • • •• •• ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 010 X 3/4' SMS, X 3 6" LONG MIDSPAN B is 14- catt EXTERIOR EXTERIOR a SHOWN WITH OPT. SCREEN TRACK FULL LENGTH OF JAMB 6" LONG MIDSPAN EXTERIOR 2-TRACK JAMB CLIP #105 W/ RETAINER #106 (SHOWN WITH FIXED PANEL TO THE INTERIOR) FULL LENGTH U OF JAMB 2-TRACK JAMB CLIP #80 OR #105 W/ RETAINER #123 (SHOWN WITH FIXED PANEL TO THE EXTERIOR) ©2-TRACK W/SCREEN FRAME HEAD ©2-TRACK W/SCREEN FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) V EXTERIOR 2-TRACK JAMB W/ SCREEN ci,EXTERIOR giniki 3-TRACK AU FRAME HEAD •• • • AN 33-•_fR-AACK,�t, 'VT • •• • • � fL • 4IL• • • • • • • • • • • • • • •• •. • •• Jai LOCK PART 75 8 107-11 EXTERIOR 3-TRACK JAMB (SHOWN WITH OPERABLE PANEL) FULL PANEL JAMB LENGTH L-- m 0 .SEE DETAIL G2 FOR FIXED ] PANEL CLIP 0 -I- *Mr .= ,T(,EXTERIOR 0,EXTERIOR n© SEE DETAIL G1 FOR FIXED PANEL CLIP 111 3-TRACK JAMB 4-TRACK JAMB (SHOWN WITH ®SHOWN WITH FIXED PANEL TO 1t FIXED PANEL TO THE EXTERIOR) THE INTERIOR) ©4 TRACK FRAME SILL MAX. UNIT HEIGHT PER TABLES 1-3 4-TRACK JAMB (SHOWN WITH OPERABLE PANEL) Rana 6s oms MMe Rend Hy Dalc JR 10110/14 Ca be 6y. 0s • ••. • • • . • • • •• • • • • f070Tt1QLOGYp1ilVE N. VEN ��L 9gi�j7�S • /�s15vn • • CORE rluntorm VERTICAL SECTION DETAILS WA: SERIES 770 ALUM. SGD - LM IMPACT •d. 4. 4 SGD-770 NTS 18 d22 PGT0130 B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 B d Miami-0f a�roduct Control 0416. A. LYNN MILLER P.E. P.E.1158705 • • • • • • •• • • • • • • •. • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 0, EXTERIOR P-HOOK FOR FLAT SILLS (EXT. OR INT. MOUNT) 0 EXTERIOR 1 1131 STANDARD ASTRAGAL #67 WITH STANDARD STILES #60 0, EXTERIOR P-HOOK FOR BOX SILLS uppr EXT. MOUNT ONLY EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN ) LOCK PART 758 107-11 0, EXTERIOR111 arm HEAVY-DUTY ASTRAGAL #68 MI WITH HEAVY-DUTY STILES #61 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN ) ©135° OUTSIDE CORNER 2-TRACK SHOWN 90° OUTSIDE CORNER 2-TRACK SHOWN 5 VIDE CORNER 2pTRACKSHOWN • • • • •• SL 90° INSIDE CORNER 2-TRACK SHOWN Woad fir Oar Roved a...sy JR Mix 0 1010/14 Flonisionc RinIckne Oats • • •• • ••• • • • • •• • 1070 TECHNOLOGY OWE H ve1•as, ¢ 34474 • (841)484800 • • DEBT.fF • • • • HORIZONTAL SECTION DETAILS, CORNERS • ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. nr SERIES 770 ALUM. SGD - LM IMPACT SGD-770 NTS a 19 a 22 a.wq Nn PGT0130 Rac B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16.0629.06 Expiration Date 02/17/2020 By Miam redact Control A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • •• • • • •• •• • • • S.. • • Item DWgT# PGT# Description 1 17306 617306 2-TRACK HEAD 2 17303 617303 2-TRACK HEAD WITH SCREEN RAL 3 17309 617309 3-TRACK HEAD 4 17312 617312 4-TRACK HEAD 5 , 17314 617314 FRAME SCREW COVER 6 17317 817317 FRAME HEAD/JAMB ADO -ON 7 17304 617304 2-TRACK SILL 8 17301 817301 2-TRACK SILL WITH SCREEN RAIL 9 17307 617307 3-TRACK SILL 10 17310 617310 4-1RACK SILL 11 17313 617313 FRAME SILL TRACK NSERT 12 17315 617315 FRAME SILL SCREEN ADD -ON (SEE NOTE 3) 13 17316 617316 FRAME SILL SCREEN END ADD -ON (SEE NOTE 3) 14 17305 617305 2-TRACK JAMB 15 17302 617302 2-TRACK JAMB WITH SCREEN RAL 16 17308 617308 3-TRACK JAMB 17 17311 617311 4-TRACK JAMS 18 17322 617322 SILL RISER -FLAT FLUSH, 1-1/2" 19 17319 617319 SILL RISER -BOX FLUSH, 1-12" 20 17321 617321 SLL RISER -FLAT, LOW, 2-1/2" 21 17318 617318 SLL RISER - BOX, LOW, 2-12" 22 17355 617355 SILL RISER - FLAT, MEDIUM, 3-1/4" 23 17354 617354 SILL RISER - BOX MEOUM, 3-1/4" 24 17323 617323 SILL RISER - FLAT, HIGH, 4" 25 17320 617320 SLL RISER -BOX HIGH, 4" 26 17333 617333 POCKET P-HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P4100K 28 17334 617334 POCKET P-HOOK MOUNT 29 17335 617335 P-HOOK COVER 30 17348 617348 POCKET P-HOOK FOR BOXRISER 31 17378 617378 135 CORNER 32 17376 617376 135 FREED MOUNT ITEMS 40-53 ARE SCREEN PARTS: 40 4319 612258 SCREEN SUE RAIL - LOCKSTILE 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 88152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE NTERLOCK 45 4317 812258 SCREEN TOP RAIL 46 4318 812257 SCREEN BOTTOM RAIL 47 868 7SRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER - ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 O)9) SCREEN ASTRAGAL ADAPTER 51 1692 81892 SCREEN SPLINE -.165" 52 1694 61694 SCREEN SPLINE - .150" 53 61816C20 SCREEN CLOTH 54 1725 12" X4" X1/18" SET. BLOCK, NEOPRENE 85+416• 55 172 1" X4" X1/16" SET. BLOCK, NEOPRENE 85 —5 Item Dw9 # PGT#. Description 60 17325 617325 PANEL STILE 61 17326 617328 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. -THIN (NSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRP PAD . 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP 8 BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSOR (INJECTOR MOWED) 71 1695 71695 1-1/2" X 1" X3/4" HGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 . SLICONE DOW-899, DOW-995 OR GE-7700 75 8185 78165X GEMNI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 76 71032X1FPFX #10-32 X 1" FL. SS SCREW W/ TYPE "F" TIP 77 7103239 1032 STEEL ZINC U-NUT 79 17357 617357 1"IG BEAD 80 17359 617359 7/16" BEAD / FDED PANEL CLIP 81 • 17380 617380 9/16" BEAD 82 1224 6TP247K VINYL BULB WEATHERSTRP 83 61745 1745 LOWE NC, 1/2" X 1/16" SGL SIDE ADH. TAPE, POLYETH. 100 8052 48052 ROLLER Alit HOLE PLUG 101 72087 JAMB BUMPER 102 1896 71696 DUST PLUG 103 8188 78188X 1" KEEPER 104 653 7SOKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CLIP - 6" LONG 106 17352 617352 FIXED PANEL RETAINER -916" 107 1739 71739 HANDLE KIT- NTERER RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT -RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT- RECESSED NTERIOR WITH THUMB TURN 110 1732 76178 HANDLE KIT- RECESSED EXTERIOR PULL 111 71 OX34PPSDAX #10 X 3/4" PH. PN. TEK - S.S. 112 1235 67816 WSTP, .270 X.170 - EN SEAL 113 1712 64066 .187" X.230" FNSEAL 114 710X115PPX #10 X 1-12" 115 710XPPT #10 X1" 116 720X1X #1420X1"S.S. 117 720X112X #14-20 X 1-12" S.S. 118 17338 817336 90 DEGREE CORNER RECEIVER 119 17337 617337 90 DEGREE OUTS DE CORNER ASTRAGAL 120 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 617352 FDED PANEL RETAINER, 7/8" •• • • • • • • • • •• ••• • •• • • •• • • • •• NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-59, 66, 78, 84-99, 121 8,122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. Roma Leo Dale Rwaaur R.mdiy. Celle s.":ar romasx Dos f Nom ammo* Dec 4rddBy Dale JR 1071N14 f0707EGML3OGY47 WVE rte• • •• • • K_VEf�I��i.9�7� • • • . (941}48 800 • • • • • • • CERT. • VaU71 0882 8 • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0410 • • • PARTS LIST SERIES 770 ALUM. SGD - LM IMPACT Da; dMVR. sco-no NTS 20 + 22 PGT0130 B PRODUCT REVISED as complying with the Florida Building Code _NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miami-tPadoduct Control- 8 LYNN MILLER. P.E P.E.# 58705 SEE SHEET 17 FOR SILL RISERS. 5.069" 0.081" - 2-TRACK HEAD (6063-T6 AL) 6.198" 1.211" u (51) 0 081' - 02-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 7.105" hf_ �7T 0.081" - 0 3-TRACK HEAD (6063-T6 AL) 9.142" 1.211" 8.562' - 0.080" u w lift] fi 84-TRACK SILL (6063-T6 AL) 0.081" - 1.260" 0.080" FRAME HEAD/JAMB SCREEN 2 FRAME SILL SCREEN • 8 ADD -ON 1ADD-ON • • • • • (6063-T6 AL) (6063-T6 AL: • • REQUIRES MIN. rig SM9 • OR 3/16" MAAQNRY• • • ANCHORS @ 24" MAX. O.C. J 1.514" 4-TRACK HEAD (6063-T6 AL) 1.211" 6.526" 1.505" 0.080" 3-TRACK SILL (6063-T6 AL) 6.221" - 0.080" 1.505" 02-TRACK SILL W/ SCREEN TRACK (6063-T6 AL) 1.36" 0.081" 9 6.198" 1.36" r ci 0.081" 9 0.062' 5.069" 2-TRACK JAMB (6063-T6 AL) 2-TRACK JAMB WI l.fiSCREEN TRACK (6063-T6 AL) -y 1.36" 02-TRACK SILL (6063-T6 AL) J � 0.060" 0.760" 1.990" FRAME SILL SCREEN • 13 D D N •• • • •(6003- ) • • • •• I Q:IR N. t10 SMS • • • Oli 3/SOAF�Y • • ANC"41OR/@V4"411/16X. O.C. 1.36" 0.081" 7.105" 18 3-TRACK JAMB (6063-T6 AL 0.081" 9.141" 17 4-TRACK JAMB (6063-T6 AL) jj1.872" I+-� 1.019" N40SCREESTILE (6063-T6 AL) (-- 1.045" 1.993" ' 999���ttt"'777 """YYY OSCREEN O TOP RAIL (6063-T6 AL) 0.062" -�-I .- 0.875" 1.993•I 0.062" OSCREEN O BOTTOM RAIL (6063-T6 AL) w.�ro 6l JR om - o.m 10/10/14 Pt • • ••• • • • • • • •• • •• 1070 TECHNOLOGY DRIVE N. VE•IEfL NM • (941}491600 • • CERT.4911 4 #2196 • e • • EXTRUSIONS ra< SERIES 770 ALUM. SGD - LM IMPACT SGD-770 NTS 2 r 22 e""1om PGT0130 B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Mia mi ad, duct Control A. LYMi MILLER. P.E. P.E.# 58705 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 0.718" .016" 0.062" 0.264' ®FRAME SCREW COVER (6063-T6 AL) 1.974" 2.44" 0 135° CORNER (6063-T6 AL) 3.979" 0.125'' 0 STANDARD ASTRAGAL (6063-T6 AL) 0.080' -'j 0.83 j-� JI�11 3.802" 0.752" 1- l 0.574" __ f 0.075' ®-. SILL OP -HOOK TRACK (6063-T6 AL) (6063-T6 AL) 1.645" 1.003 0.757" 0.050" .550" - 0.709" 0.080' -� FIXED PANEL RETAINER, 9/16° (6063-T6 AL) E 135 FIXED MOUNT (6063-T6 AL) E0.080" FIXED t u 0 709" PANEL CLIP (6063-T6 AL) I 7 ----I 0.863 f-- FIXED PANEL RETAINER, 7/8" (6063-T6 AL) 3.979" 0.281" HEAVY DUTY ASTRAGAL (6063-T6 AL) 2.893' 4.125" 3.25" 1.304" 0.752" LI 0.233" 1-0.062" P-HOOK SCREW 29 COVER (6063-T6 AL) HEAVY DUTY STILE (6063-T6 AL) P-HOOK FOR BOX RISER (6063-T6 AL) ®INTERLOCK 62 ADAPTER (6063-T6 AL) 1r_+�1.650" r._ .611" .289" .045' .045" 1.050" .485" } .04� Osa TOP/BOTTOM RAIL 79 GLAZING 7/16" GLAZING 81 9/16" GLAZING (6063-T6AL) OBEAD(I.G.) OBEAD,FIXED ®BEAD (6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) . 1.03" 1 T2.304" 0.796" 0.062" j P-HOOK MOUNTING 28 ADAPTOR (6063-T6 AL) 0 STANDARD STILE (6063-T6 AL) 1.498" 0.080" 4" 2.826"e�• ►�•• • • • d• IDE CORNER ASTRAGAL • • • jf,'i06� -T AIX S 90°CORNER RiCEIVII • • • • ••• •• (6063-T6 ALL • • • • i • • • • • • • •• • • • •• 1.498" i 4" 90° INSIDE CORNER ASTRAGAL (6063-T6 AL) take *way Mndey t".n ey JR DEW oat on 1010/14 amdey MIN • ••• • • • • • • • •• • •• a MC�fiNOLCOY1RIVE /• 3l!» • (9r1}1851600 • • • • • CERT.. •vun• vim 1 • EXTRUSIONS nt_ - - - - SERIES 770 ALUM. SGD - LM IMPACT thnlarModet ftair NTS 22 r 22 o- w PGT0130 Roc B 1.303" 0.062" 65INTERLOCK SCREW COVER (6063-T6 AL) 0.885" 0.325" PRODUCT REVISED as complying with the Florida Building Code _NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miami -Da oduct Cont(ol A. LYNN MILLER P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • ••• • • • ••• •• ••• • • ••• • • ••• •• • ••• • •