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WS-17-2035SHongs ORIDP' Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Permit NO. WS -8-17-2035 Permit Type: Windows/Shutters oris Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 8/24/2017 FExpiration: 02/20/2018 Applicant 1460 NE 103 Street 1132050310060 CHRISTOPHER SAVITS Miami Shores, FL Block: Lot: Owner Information Address Phone Cell CHRISTOPHER SAVITS 1460 NE 103 ST MIAMI SHORES FL 33138-2626 Contractor(s) Phone Cell Phone DISTINCTIVE HOMES (305)279-2088 e of Work: EXTERIOR WINDOWS AND DOORS AS PER P of Openings: 1 litional Info: EXTERIOR WINDOWS AND DOORS AS PER P Residential ning: 3 Fees Due Amount CCF $9.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $3.20 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $12.80 Total: $153.60 Valuation: $ 15,150.00 Total Scl Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -8-17-64843 08/10/2017 Check #: 7334 $ 50.00 $ 103.60 08/24/2017 Credit Card $ 5.00 $ 98.60 08/24/2017 Check #: 779 $ 98.60 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWINAMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work 461P''be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do t" work stat August 24, 2017 Authorized Signature: Owner / Applicant / Contractor Building Department Copy 1 Miami Shores Village RECEIVED Building Department AUG 10 zon 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 IC Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 5-h FBC 20tH BUILDING Master Permit No. i6"— 2-s" oo PERMIT APPLICATION Sub Permit No. WS I_4 - ZD BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: J 4-60 0 `✓ ' City: Miami Shores County: Miami Dade Zia: 7�'31 3n Folio/Parcel#: �� - 32oS— 0 1-" 0 �-;o Is the Building Historically Designated: Yes NO .� Occupancy Type: Load: Construction Type: Flood Zone: �� BFE: FFE: OWNER: Name (Fee Simple Titleholder)�Yr ld i c-,, r Phone#: City: atcc,c,u:,c-.State: c.AArrYIl�FiAqI State: Zip: Tenant/Lessee Name: IBJ - iT • Phone#: Email: a n C"4� 6-f- 0c4w, CONTRACTOR: Company Name: �isf'�cl�iu-e fovuC�.! Phone#: ) -4D 9-)q Address: S 3S.� I I a -_1V -F City: YV! rCawc:A, State: Qualifier Name: *zoo 1 YI �q rct l o <�n NJ QX_ State Certification or Registration # C G �� Certificate of Competency #: Zip: J 3 i (�,S'� Vic- - 6'a - 2:�ns DESIGNER: Architect/Engineer: �, }( >'V1.-u.ru.c,�, P Phone#:3DSl-�ra�-�+ l Address: ��c�.4� City: r State: 7 ` Zip: 3 � o { O Value of Work for this Permit: $S-1 I S" Square/Linear Footage of Work: Type of Work: ❑ Addition Description of Work: (:P& ---f I /x ❑ Alteration �1 ❑ New ic►. �; , �+ of aT_C J nom/ ❑ Repair/Replace ❑ Demolition J - ' Specify color of color thru tile: Submittal Fee $ Permit Fee $ V CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $_•� Technology Fee $ Structural Reviews $. (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ I TOTAL FEE NOW DUE $ ! Bonding,Company's;Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES; BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 1 "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit witrii value ex edi 00, the ap 'cant must promise in good faith that a copy of the notice of commencement and conaw broc will be delivered to he person whose property is subject to attachment. Also, a certified copy of the recordmme ment must be posted the job site for the first inspection which occurs seven (7) days after the building perIn t absence of,tsuch po ed notice, the inspection will not be opprov an4 a reinspection fee will be charged. w Sig or AGENT The foregoing instrumeent was acknowledged before me this day of ��i t by o h t c.cti, s r J ho is ersonally known to .. -o v<( p me or who has produced \` as identification and who did take an oath. NOTARY PUBLIC: S nt: Signatu The foregoing instrument was acknowledged before me this '— day of -1- 20 17 by Qg'C who is personally known to me or who has produced DY iy`F' �l'lS'`� as identification and who di NOTARY Print: i "') . r --L Commission # FF 228649 Seal: N„'l oc My Comm. Expires May 10, 2019 Seal: �''•f °F " Bonded tlrouo National Notary Assn. APPROVED BY / y Plans Examiner Structural Review (Revised02/24/2014) YANA91'PRIEM MY COMMISSION N FF 214031 ,. EXPIRES: March 25, 2019 '%f rid Rl, Bonded Thru Notary Public Underwriters Zoning Clerk Y Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Prodiict ce7i7 Date ,IsMCo...a Print Name RECEIVED AUG 101017 M IAM I•DADE D; 9(4, PROD' N R S1 N DEPARTMENTOF REGULATORYAND ECONOMIC RESOURCES (RER) 11Sir . Roy. 08 BOARD AND CODE ADMIMSTRATION DIVISION T (786 F , 1 6) 31 599 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 POUN M.Control . . Section (In Mianni-Dade County) and/or the AHJ (in areas other than Miami -Dade Coui;ty) rese.w..'e.the right.. . .• • . to have this product or material tested for quality assurance purposes. If this p�-N * or msrert�l•fails to.. • perforni in the accepted manner, the manufacturer will incur the expense of such le:u1g and thc.AHJ inay mmediately revoke, modify, or suspend the use of such product or maierial withiia tlaair jurisdictio ii. REV • reserves the right to revoke this acceptance, if it is determined by Miami—Dade•Eotinty Pr#* uet *Control• • • • Section that this product or material fails to meet the requirements o£ the applicable•t, Hkf rig colt"' • • . **:*Go This product is approved as described herein, and has been designed to complytVi1?the FloM8ft•Buildirf�'••;• Code, including the High Velocity Hurricane Zone.- _��, .......... DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door `v / 90° & 13� Qorners:* 11;4.1. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. W -•LM IrtMt'. sheets •• M I through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, sigined and sealed by Anthony Lyme Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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. 9 — 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 77 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 eviden - L -es E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plase , P.E ' ��J\��Q NOA No. 16-0629.06 MIAM4DADECOUNTY O�NG Expiration Date: February 17, 2020 Approval Date: August 04, 2016 Page ] PpP PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SLI13MITTED 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 0.5/05/16, 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, TA.S«h2-94 2) Large Missile Impact Test per FBV, JAi 20l'94- -3) 01'9.1•3) Cyclic Wind Pressure Loading per FBC TAS.'03'94 '. Along with marked -up drawings and installation diagram of ShWing Glass:*" • Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared b•y.4nestration TestinN`O: Laboratory, Inc.. Test Reports No(s) FTL-8717, FTL-8970 aria AFL -896$, *elated • • • • • 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idahn?it."Mga, Pry'.' •. • •' • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94•• •• •••• "•"' 2) Uniforni Static Air Pressure Test, Loading per'F11C, T4S 2Q2-94 • ••, • 3) Water Resistance Test; per FBC, TAS 202-84 4) Large Missile Impact Test per FBC, TAS 20.194' • • • • • • • 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 Report No. FTL-7554, 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 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 2411.32.1, 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 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 2411.32.1, 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.:.l T.L-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, :FTh-6017, -1WTX-6023,.6 6:6 FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 anti' FTL-6036*, A dated •. 0000.. .. . 0000.. 08/10/09 and signed and sealed by Julio Gonzales, P.E. • .00.60 0 (Submitted under NOA No. 09-0826.10) 0 6 6 . 6 0 :0090: 5. Additional Reference Fixed Window Test Report No. FTL-789676FCt rdina7'spac'er), 6666 per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboralpry, Icer 6 •, 6 4 6.6 .. .. 0000 (Submitted under NOA No. 15-0430.08) 966660 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, compi}*ing With F.3E_ Vh Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed lq 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 (RER). 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. 2/11/16_2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlavers" 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 O4, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-5 Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NO.4 No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lyiul Miller, P.E. (Submitted under previous NO.4 No. 14-0128.11) •••• G. OTHERS • • 1. Notice of Acceptance No. 15-1.013.15, issued to PGI' lndustrie�P,•fia for their eiies .' "SGD-770" Aluminum Sliding Glass Doors w/90° &13 5 °conYc' ' L.M.L 11ppToved 000000 0000•• 0 • on 10/29/15 and expiring on 02/17/20. 0.00• y'''' • a •00000 0.0• • 000• • • •0.00• •00• •00.0• • 0 ! 0 0• •• 0000 ! •0!0• 00!•00 0 •0000• 0 • • 0 • • • 000.0• Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August Opt, 2016 E-3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 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 E1300. 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 TABLE A: Group Anchor Substrate Frame Member Min, Edge Distance Min. Embedment 1 1/4" Elco Ultracon Concrete (min_ 2.85 ksi) Head/Sill/Jamb V. 1-3/8" Ungrouted CMU, (ASTM 090) Jamb only 2-1/2" 1-1/4' Grouted CMU (ASTM "0, min. 2 ksi grout) Jamb only 2412" 1-314" 2 1/4" Eico 410 S.S. CreteFlex Concrete (min. 3.35 ksi) Head/Sill/Jamb 1" 1=3/4" Ungrouted CMU, (ASTM C-90) Jamb only 2-1/2" 1-114" P.T. Southern Pine (SG=0.55) Head/Sill/Jamb 1" 1.395" 1/4" Elco Ultracon Concrete (min. 2.85 ksi) Head/Sill 1" Ungrouted CMU (ASTM C-90) Jamb only 1" 1-1/4" 3 #12, 78 8 or 410 S.S. SMS, (min. 11 threads/In) P.T. Southern Pine (SG=0.55) Head/Sill/Jamb 9/16" 1-318" Aluminum, 6063-T5* Head/Sill/Jamb 3/8" 0.063" Steel, A36' Head/Sill/Jamb 3/8" 0.050" Steel Stud, A653 Gr. 33" Head/Sill/Jamb 318" 0.0451" .... 114" Elco 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-90, min. 2 ksi grout) Jamb only 2" 2" P.T. Southern Pine (SG=0.55) Head/SiH/Jamb 1" 13/8" 4 #12, Steel SMS G5, (min. 11 threads/in) P.T. Southern Pine (SG=0.55) Head/Sill/Jamb 9116" 1-3/8' Aluminum, 6063-T5' Head/Siil/Jamb 3/8" 10.050' 0.063" Steel, A36' Head/Sill/Jamb Steel Stud, A653 Gr. 33' Head/Sill/Jamb 318" 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 ANCHOR NOTES ALL SPECIFIC P -HOOK REQUIREMENTS. 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, TABLE B, SEE DETAILS ON SHEETS 4 & 5 Glass Type Description (Listed from Exterior to Interior) G3 7116" Laminated: (2) Lites of 3116" HS Glass with .090" PVB Interlayer G3A 9116" Laminated: (2) Liles of 1/4" HS Glass with .090" PVB Interlayer G4 7116" Laminated: (2) Liles of 3/16" HS Glass with .090" SG Interlayer G4A 9116" Laminated: (2) Liles of 114" HS Glass with .090" SG interlayer G5 _ V Laminated I.G.: 3/16" T Exterior Cap + 318" Air Space + 7/16" Laminated; (2) Liles of 3/16" HS Glass with .090" PVB Interlayer GSA 1" Laminated I.G.: 114" T Exterior Cap + 5116" Air Space + 7116" Laminated; (2) Liles of 3/16" HS Glass with -090" PVB Interlayer G6 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7116" Laminated; (2) Lites of 3/16" HS Glass with .090" SG Interlayer G6A 1" Laminated I.G.: 1/4" T Exterior Cap + 5/16" Air Space + 7116" Laminated; (2) Liles of 3/16" HS Glass with .090" SG Interlayer G7 7/16" Laminated: (2) Liles of 3116" ANN Glass with .090" SG Inteda er G7A 9/16" Laminated: (2) Liles of 114" ANN Glass with .090" SG Interlayer G8 1" Laminated I.G.: 3116" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3116" ANN Glass with .090" SG Interlayer G8A 1" Laminated I.G.: 1/4" T Exterior Cap + 5116" Air Space + 7/16" Laminated; (2) Liles of 3116" ANN Glass with .090" SG Interlayer JR 05✓0512016 B JADDI Read By Dab: Reo me: Read By. Data: Re L bn . Dr x or. Date: Chedcad . Dab: JR 10110114 SPACERS TO SHEET 15. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480.1600 CERT. OF RUTH. 1!29296 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 PRODUCT REVISED as complying with the Florida SEE TABLES 1, 2 & 3 O RATED FOR LARGE & SMALL Building Code SHEETS 6. 7 & 8 MISSILE IMPACT RESISTANCE NOA-No. 16-0629.06 STANDARDS USED: Expiration Date 02/17/2020 •2014 FLORIDA BUILDING CODE (17E3C), 5TH EDITION OASTM E1300-09 By •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION Miami--Pdd6 Product Control *ALUMINUM DESIGN MANUAL, ADM -2010 • AtSI-S 100-07/S2-2010 GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" BUTACITE® PVB BY KURARAY AMERICA, INC "SG" = .090" SENTRYGLAe BY KURARAY AMERICA, INC. GENERAL NOTES AND MAP Te . SERIES 770 ALUM. she: snaee SGD-770 NTS 1 SGD - LM IMPACT aw c rro. a 22 1 PGTO130 B P . E. 58705 • •••• •••••• ••• • •• • •••••• ... .... ..... .. .... ...... EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH E PE PER TABLES 1-3 l-4)7147 42 12 13 c 14 14 14 14 jap loan MAX w c Q1 4V, 14 1jED' v HE IY P 1 GcJw 13 TABL 1 � Jc i 15 14 i o a n MAX. UNIT LU POCKET GO 19 19 HEIGHT / 14 1MWV<4 I ¢ a i PER TABLES 1-3 13 c 43�I ES 1-3 I JW JC I R CL a Cw 12 % Expiration Date 02/17/2020 P POCKET rwi� 19 19 14 14 I Q 19 1 -PANEL W C 19 19 1 13 CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTHAw\ Ac aw L PER TABLES 1-3 12 13 12 1 �- G 19 19 1 13 19 19 MAX. UNIT 12 13 HEIGHT 19 19 PER TABLES 1-3 L11 �y f3 -PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 Gw Gc Q -2—T-1 3 w c MAX. UNIT 12 13 HEIGHT iw 13 PER TABLES 1-3 Revad W- Dat.: Revlsbns: Drawn By: Dsda' Chetlmd III Date: JR 10110114 NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 2 -PANEL, CONFIGURATIONS NOM. f E PE I I l-4)7147 Jw JC c 14 14 14 14 jap loan MAX w c Q1 4V, 14 1jED' v HE IY P a TABL a` —s\f---J LU POCKET GO 19 19 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, "O"= INOPERABLE PANEL, "p" = POCKET DETAIL LETTER 'ANEL WIDTH STABLES 1-3 E Jw Jc I � I a l-4)7147 �na� c 14 14 I�a� I�C� 19 Iw�w Ac IY UNIT 12 13 a POCKET ig —s\f---J 7 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, "O"= INOPERABLE PANEL, "p" = POCKET DETAIL LETTER 'ANEL WIDTH STABLES 1-3 MAX. UNI I WIU I H Aw Ac w c Cw Cc ,2 13 12 13 12 13 Jw Jc i 14 14 1 I w c 14 14 Gw Gc 12 13 19 19 Ac Eu'`,ww UNIT 12 13 19 19 ig POCKET GRT Ic 1w 13 19 19 1 13 NOA-No. 16-0625.06 - 43�I ES 1-3 I JW JC I 1 Cw 12 % Expiration Date 02/17/2020 P 19 19 19 19 14 14 I Q 19 , 'w"=WOODORMETALINSTALLATION •• "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" J- 4 -PANEL CONFIGURATIONS w tiv E� w 1 c 12 13 12 i3 12 13 1 Jw Jc i 14 14 1 I w c 14 14 I Inman NOM. PANEL WIDTH ZD Ac Eu'`,ww x 12 13 law a POCKET 13 Be as complying the Florida Building •• • J- 4 -PANEL CONFIGURATIONS w tiv E� w 1 c 12 13 12 i3 12 13 MAX. UNIT WIDTH MAX. UNIT WIDTH -- • Aw Ac w Bc Cw Cc NOM. PANEL WIDTH Aw Ac PRODUCT REVISED 12 13 12 13 12 13 PER TABLES 1-3 I 1w 13 Be as complying the Florida Building •• • •••••• 1 13 NOA-No. 16-0625.06 - 43�I I JW JC I 1 Cw 12 Cc 13 Expiration Date 02/17/2020 P 19 19 19 19 14 14 I Q 19 .. 19 19 19 19 Kw Kc > 14 14 I n a n 1 z 2- MAX. UNIT 2 w i 1g z HEIGHT / Q1 0 SEE NOTE . By — — Mia - Product Control 19 I / 19 19 19 � Q a j PER 19 / 2, THIS / i r TABLES 1-3 O SHEET. LU 19 O w Dc POCKET I EXTERIOR 12 13 ,.:..:. .r12 CW C 13 -- 5 -PANEL CONFIGURATIONS w w w F� CORNER, TYP. W r --C = 12 13 ,z 13 12 13 (OUTSIDE CORNER SHOWN, �- '2- INSIDE CORNER SIMILAR) Dasvipa— ._ .., . . 1070 TECHNOLOGY DRIVE I EXAMPLE CONFIGURATIONS ` . N. VENICE, FL 34275 i Tft., ' SERIES 770 ALUM. SGD - LM IMPACT {941 480-1600 CERT. OFAUTN. #29296 snaec 7.. I SGD-770NTS 2 °r 22PGT0130 �Bw B A. LYNN MILLER, P.E. P.E.4 58705 • ..•. ...... • • • • •• •• • •••••• .. .... ..... . .... ...... • .... % 0000 EXAMPLE CONFIGURATIONS . CONFIGURATIONS NOTES: 000000 MAX. TESTED UNIT WIDTH = 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16" @ 96" HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB •• 0 300-1/4" @ 120" HEIGHT LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. NOM. PANEL WIDTH Aw ac w c Cw cc EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE 12 13 PER TABLES 1-3 12 13 12 13 pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION -1��--- i CAN BE OXXXp. G Gc Jw Jc 1 13 19 1s 19 19 19 14 1a i 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION lq-12 1lvH3 19 115, s 19 19 19 14 i4 i o o OF ANY 2 STRAIGHT CONFIGURATIONS.. MAX. UNIT -- I- 0 HEIGHT, 1 13 19 19 t9 19 19 // 1 ¢ //i 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. OR 120" /96" // / / / Q, a ` ">C'= OPERABLE PANEL, • 0 • • . •••• POCKET i "O" = INOPERABLE PANEL, "p" = POCKET 6 -PANEL CONFIGURATIONS w c w Ec w Fc 12 13 1 i3 12 13 DETAIL LETTER • 0 W'= WOOD OR METAL INSTALLATION •• MAX. UNIT WIDTH "c' = CONCRETE INSTALLATION •• • NOM. PANEL WIDTH Aw Ac w B Cw Cc SHEET NUMBER • PER TABLES 1-3 t= 12 13 ' 12 13 12 13 ... Gw Gc 1 L1 Jw Jc i DLO WIDTH = NOM. PANEL WIDTH - 7" 12 i3 19 19 19 19 19 14 14 DLO HEIGHT =DOOR UNIT HEIGHT - 10.125" 1LV 13 19 19 19 19 tl PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" 19 14 Kc 0 4 MAX. UNIT M C-) /, I z HEIGHT 12 13 19 19 19 19 19 ;! I ¢ a Iwww PER TABLES 1-3 / / CL IQ�w POCKET h 7 -PANEL CONFIGURATIONS w oc w ec w Fc 12 13 12 13 12 13 MAX. UNIT WIDTH NOM. PANEL WIDTH Aw Ac w Bc Cw Cc PRODUCT REVISED 12 13 12 13 12 13 as complying with the Florida PER TABLES 1-3 Building Code NOA-No. 16-0629.06 4 Gw Gc 19 19 19 19 19 19 I Jw Jc I Expiration Date 02/17/2020 19 14 14 I 12 i3 ' 12 13 19 19 19 19 19 19 w Kc 19 14 14 Iw w BY — -� MAX. UNIT N lc M M �, 2 a MiamiLD ,OW -Product Control HEIGHT 12 13 19 19 19 9 19 19 19 I Q PER TABLES 1-3 // i ~ x POCKET w I � 8 -PANEL CONFIGURATIONSw -w EC F c w 12 ! V,, 12 1312 3 yy ;- Revsd 6y: Date: rtevism++s: Desafvtion: _ - - . 1070 TECHNOLOGYDRIVE N. VENiCE, FL 34275 ` EXAMPLE CONFIGURATIONS Rev=d By. Data: Revsions rte: (941}-480-1600 SERIES 770 ALUM. SGD - LM IMPACT .: - Rend BY Date: Revisions seri�Modelr SGD-770 sa,+e: NTS sna"e 3 °t 22 Dawir+7 fJn PGTO130 ear B CERT. OFAUTH. #29296 - M- A. LYNN MILLER, P.E. P.E-# 58705 Drawn Sy JR Dale: 10110/14 Ch -k d B . Date: 0000 . 0000 000000 •• 0 • .. .0 0 0000.. •••••• • • • • • • 0000.• 0 0 0000• •• 0000 00.00 • 0 • . •••• 0000.. 0 •••0•. 0000.. •0000.. ... . 0 GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7/16" NOM. 7/16" NOM. 1" NOM. 3/16" HS GLASS 3/16" HS GLASS 3/16" HS GLASS — — .090" PVB .090" PVB .090" SG 3/16" HS GLASS 3116" HS GLASS 74 3/16" HS GLASS 74 3/S" AIR SPACE 74 — 3116" T GLASS 82 82 83 EXTERIOR �a�O 3/4" NOM. EXTERIOR 3/4" NOM. GLASS I . 3/4"NOM. • • GLASS a 124-127 BITE • BITE - I BITE .. ?I EXTERIOR a • • � 80 80 79 •• 54 54 55 • 7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 '. 9116'' NOM. 9/16" NOM. 1" NOM. 3/16" HS GLASS 1/4" FIS GLASS 1/4" HS GLASS .090" PVB .090" PVB .090" SG 3/16" HS GLASS 1/4" HS GLASS 74 1/4" HS GLASS 74 5116" AIR SPACE 74 1/4" T GLASS 82 \ 82 �e 83 _ 3/4" NOM. 3/4" NOM. 314" NOM. EXTERIOR GLASS EXTERIOR GLASS BETE 124-127 GLASS BITE BITE PRODUCT REVISED i EXTERIOR / � as complying with the Florida Building Code 81 — 81 NOA-No. 16-0629.06 54 79 Expiration Date 02/17/2020 55 By a' ' Miami- a Product Control 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A GLAZING NOTES: - "ANN" = ANNEALED "HS" = HEAT STRENGTHENED _ "T" = TEMPERED "PVB" =.090" BUTACITE PVE'BY KURARAY AMERICA, INC. f "SG" =.090" SENTRYGLAS�BY KURARAY AMERICA, INC. v i 6 Remd By. JR Deem: 051052016 Re V9I.O B ADDED SPACERS. 10707ECHNOLOGYDRIVE �0.9RfiLIXC GLAZING DETAILS _ - Defe: Res&Dns: TX.: Reved By: N. VENICE, FL 34275 i SERIES 770 ALUM. SGD - LM IMPACT:. -:-;-- DRIP: Revvions: Rend BY. (341}-480-1600 A. LYNN MILLER, P.E_ S.W.:9Mat: DrewlrgN.. Rsr. Ofawn By. .Date: CERT. OF AUTN. #29296 SGD-770 NTS 4 or 22 PGTQ930 B P.E.#58705 �*�sy Data: JR 10/10114 • 0000 • • •••• 0000•. 00 0 • • • • •0 • 0000.. •000•• 0000•• • 00.00 0000 0000• • • 0000 0000 . • • • • 0 • • 0.0000 0000.• • 0000.. ••. • • •• GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 1" NOM. -- 7/16" NOM. 1" NOM. 3/16" HS GLASS 3/1"0" ANN GLASS --\3/16" ANN GLASS .090" SG .090" SG 3/16" HS GLASS .090" SG 3/16" ANN GLASS 3/8" AIR SPACE 7a 3/16" ANN GLASS --\74 3/8" AIR SPACE 74 3/16" T GLASS 3/16" T GLASS 82 83% ; 83 3/4" NOM. EXTERIOR 3/4" NOM. 314" NOM. �•. 124-127 GLASS GLASS 124-127 GLASS BITE BITE BITE EXTERIOR a80 EXTERIOR 79- • • • .. 79 54 55 ••• • . 55 ..• • 1" LAMINATED I.G. GLASS, TYPE G6 7116" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 • 1" NOM. 9/16" NOM. 1" NOW 3/16" HS GLASS 3/16" ANN GLASS .090" SG&3/4" 1/4" ANN GLASS .090" SG 3116" HS GLASS .090" SG 3/16" ANN GLASS 6116" AIR SPACE74 114" ANN GLASS 74 5116" AIR SPACE 74 1/4" T GLASS 1/4" T GLASS 82 83 83 3/4" NOM. OM. EXTERIOR GLASS 3/4" NOM.124-127SS ] BITE124 127GLASS E x BITE PRODUCT REVISED EXTERIOR as complying with the Florida 81 EXTERIORl ��11 Building Code HOA 16-0629.06 � -No. 79 79 Expiration Date 02/17/2020 55 55 By /�- Miami,- a Product Control 1" LAMINATED I.G. GLASS, TYPE G6A 9116" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" BUTACITE PVEPBY KURARAY AMERICA, INC- "SG" =.090" SENTRYGLAS9BY KURARAY AMERICA, INC. _ Re%sd By. JR Date: 05105/2016 Revisiwrs: B ADDED SPACERS. 1070 TECHNOLOGY DRIVE N. VEN1CF_ FL 34275 (941}-080.1600 De"oiyb"nr GLAZING DETAILS - -- Revsd By: Date= Revisions: SERIES 770 ALUM. SGD - LM IMPACT. Reved 9y. Dale: Revisicns' se avxtoder SGD-770 spm: NTS s e,r 5 a/ 22 oa"nyuo. PGTO130 �'+ B CERT. OFAU77- #29296 A. LYNN MILLER, P.E. P.E.# 58705 Diswn ey JR Defe: 10/10/14 Chedred 8 . Dete: 0000 • • •••• 0000•. 00 0 • • • • •0 • 0000.. •000•• 0000•• • 00.00 0000 0000• • • 0000 0000 . • • • • 0 • • 0.0000 0000.• • 0000.. ••. • • •• TARO P 1• Design Pressure (DP) and Anchor Quantities Required, (for all approved (Water Infiltration Rating) Sill Riser Height -+60 (Flat or Box, see Design Sheet 17) Pressure, psf Flush - 1-1/2" see note 3 Low - 2-1/2' +46.67 Medium - 3-114 +60.0 � Maximum 1 +60.0 DP for all sizes: -60 configurations on Sheets 2 & 3) Outside CornerInside Outside Corner Corner (May be limited by Table iA) For comer astragal anchorage on 90° or 135° corner units, see sheet 11 Ins1 Corn Corner Outside Inside Corner Corner Part #60 (x2) Part #60 Part #60 Part 460 (Stile) Part 467 (Astragal) Door Unit Height Part #119 (Out.) part #120 (In.) Part #61 (Stile) Parts #31 & 432 Part #61 Table applies to Glass Receiver) 80" (Corn. & Fxd Mount) 84" 9(y" 96" Types 3, 3A, 5, 5A, 7, 7A, 8 69-7/9' DLO 73-7/8" DLO 79-7/8" DLO 85-7/8" DLO & 8A and the Stile / Astragal Anchor Group Anchor Group Anchor Group Anchor Group types shown below. 1 2 3 4 1 2 1 3 4 1 2 3 4 1 1 2 3 4 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 24" 17" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 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 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 0 30' 23" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 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 1 7+8 7+8 7+8 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 04+1 C4+1 c `36' I 29" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 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 `Head/Sill E 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 -4211 351, Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 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 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 48 41" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 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 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 1 A. 3) 4", 3-1/4" AND 2-112" 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_ 111"T 1>,:1111ir_1 Sill Heightto Max. (+) DP (Water Infiltration Rating) Sill Riser Height Straight Astragal Assembly (Flat or Box, see Design Sheet 17) Pressure, psf Flush - 1-1/2" see note 3 Low - 2-1/2' +46.67 Medium - 3-114 +60.0 High .4" 1 +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 T 0 z OOI OH RATIO >_ 1 O OH RATIO = OH LENGTH OH HEIGHT interlock P -hook Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90° Astragal Assembly Lockstile @ 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 Standard Astragal Outside CornerInside Outside Corner Corner Ins1 Corn Corner Outside Inside Corner Corner Part #60 (x2) Part #60 Part #60 Part 460 (Stile) Part 467 (Astragal) Part #60 Part #61 (Stile) Part #118 (Corner Part #119 (Out.) part #120 (In.) Part #61 (Stile) Parts #31 & 432 Part #61 Receiver) (Corn. & Fxd Mount) Drawn Hy. Dab: JR 10110114 1070 TECHNOLOGY DRIVE DP AND ANCHORAGE N. VENICE, FL 34275 rHe: (941}- 8 1600 SERIES 770 ALUM. SGD - LM IMPACT Svlw}bNl: Stab: Sheet fLaeS,p Na Rsr. CERT. OFAUTH. #29296 3T:,SGD-770 NTS 6 ZZ PGTO 130 B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miami-" Product Control NOTES: 1) POSITIVE PRESSURES IN TABLE 2 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 PRES. UNCHANGED). SEE TABLE 2A. 3) 4", 3-114" 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 1S NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (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. O = EXAMPLE ON SHEET 9 TARI F 9A• Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) 135" Astragal Assembly Flush - 1-1/2" see note 3 Low - 2-1/2" +46.67 Maximum DP for all sizes: 1 +601-60 High - 4" 1 +60.0 Heavy-duty Stile Heavy-duty Stile Standard Astragal For corner astragal anchorage on 90° or 135° comer units, see sheet 11 Insid�C,,,,, Corner (May be limited by Table 2A) #61 x2 () Part #61 Part #61 art #61 {Stile) tPPrt #67 (Astragal) Part #61 Part #61 (Stile) Part #118 (Corner Receiver) Part #119 (Out.) Part #120 (In.)Part Part #61 (Stile) parts #31 & #32 (Corn. & Fxd Mount) Part #61 Door Unit Height Table applies to Glass Types 60" 84" 901 96" 102" 108" 114" 120" 4, 4A, 6, 6A, 7, 7A, 8 & BA 69-718" DLO 73-718" DLO 79-7/8" DLO 85-718' DLO 91-7/8" DLO 97-7/8" DLO 103-7/8" DLO 109-718" DLO and the Stile I Astragal types Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 13 4 1 1 2 3 4 1 2 3 4 1 2 3 1 4 1 2 1 3 1 4 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+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+1 104+1 C4+1 24 17" Jamb 8 8 8 8 8 8 8 8 8 8 B 8 1 8 8 8 1 8 1 10 10 10 10 10 10 10 10 1 10 10 10 10 10 10 10 10 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 1 7+8 7+8 7+8 7+8 1 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+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 C1+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 30" 23" Jamb 8 8 8 8 8 6 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 6+7 6+7 7+8 7+8 7+8 7+6 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 6+9 8+9 8+9 9+10 9+10 9+10 9+110 9+10 9+10 9+10 9+10 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 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1104+1 E 36" 29„ Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 B 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 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+B 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/Sill C4+1 C4+1 C4+1 04+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 C5+1 C5+1 c 42" 35" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 B 8 8 10 10 10 10 10 10 10 10 10 10 10 10 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+6 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/Sill C4+2 C2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 4+ C4+2 C4+2 C4+2 04+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" 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 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 T+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+1019+ 0 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 C4+2 C4+2 54" 47" Jamb 8 1 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 DLO 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 Not available in these sizes Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+277+7q+8 53" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 DLO ok 6+7 6+7 6+7 6+7 7+B 7+8 7+8 7+87+8 7+8 7+8 7+8 7+8 7+8 NOTES: 1) POSITIVE PRESSURES IN TABLE 2 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 PRES. UNCHANGED). SEE TABLE 2A. 3) 4", 3-114" 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 1S NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (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. O = EXAMPLE ON SHEET 9 TARI F 9A• Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see pressure, psf Sheet 17) 135" Astragal Assembly Flush - 1-1/2" see note 3 Low - 2-1/2" +46.67 Medium - 3-1/4" +60.0 High - 4" 1 +60.0 SEE NOTES 1-3 DLO WIDTH = II NOM. PANEL WIDTH - 7" OH LENGTH DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" z W PANEL HEIGHT= oW O OH RATIO ? 1 © DOOR UNIT HEIGHT - 1.866" �1 OH RATIO = OH LENGTH OH HEIGHT AQTOA( AI TVOCC` QUAI 1 Q] 7 I ICCrl r:7nD TAR1 G') Qr-F CZWP=TQ 71 R 99 PnR PART nrnnrNSlnN.':� ANn SHFFTS 1A & 19 FOR ASSEMBLY DETAILS interlock P -hook Lockstile @ Jamb -- Straight Astragal Assembly Lockstile @ 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 H eavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside CornerInside Outside Corner Inside Corner Corner Outside Insid�C,,,,, Corner #61 x2 () Part #61 Part #61 art #61 {Stile) tPPrt #67 (Astragal) Part #61 Part #61 (Stile) Part #118 (Corner Receiver) Part #119 (Out.) Part #120 (In.)Part Part #61 (Stile) parts #31 & #32 (Corn. & Fxd Mount) Part #61 W 8y. Date: R"vrrla+s: ad By Data: ReNslow.' 1070 TECHNOLOGY DRIVE DP AND ANCHORAGE N. VENICE, FL 34275 .esy: Data: Ravfsbm: (94 1 1O SERIES 770 ALUM. SGD - LM IMPACT 6"AscT.loEaL 1 Scxa: SM"E If;_.*vN'P,T0130 'sr. ��Q° a D"re. CERT. OF AUTH. #29296 SGO-770 NTS 7 d 22 B JR 10110114 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 A. LYNN MILLER, P.E. P.E.# 58705 0000 0000 0000•• 0000 0000 •.0000 • •0• • • • 0000•• • 0000•• 0000•• 0000• • • 0000• 000.0• • • • •••••• 0000•• FOR EXAMPLE ON USING TABLE, Si=t SHtt I I. NU I r- H: t/-du.0 ror YUM ULHJJ I rt -Ca 4,'4/-,k, o, om, IM, o a or+, -r1-or. 1 rvR VL AOA y I FL_ NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 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 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. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" roc f7 1 n1A11n11- e -r11 c 4 AQTDAr=Ai rvpGc cuai i Ri= I ICFrI PMTARI G '� -qFF SNFFT.q91 R 97 FnR PART nih4F\iSICINS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. interlock ` vDesign Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90° or 135° comer units, see sheet 11 Lockstile @Jamb Maximum DP shown below T(May be limited by Table 3A) Table applies to Glass Types 4, 4A, 90° Astragal Assembly 80" 135° Astragal Assembly Lockstile @ 13S° Astragal 84" Heavy-duty Stile Door Unit Height 90" 96" Heavy-duty Stile Heavy-duty Stile 102" Heavy-duty Stile Heavy-duty Stile 108" �� 8 - 22 6, 6A, 7, 7A, 8 & 8A and the Stile / Astragal types shown belmv. � 69-7/8" DLO Anchor Group Qac: 10/10/14 Outside Corner ;f 73-7/8" DLO Anchor Group Inside Corner \4 Outside 79-718" DLO Anchor Group 85-718" DLO Anchor Group 91-7/8" DLO Anchor Group Inside Corner 97-7/8" DLO AnchorGroup Corner Part #61 (x2) 1 2 3 4 1 2 3 4 i 2 3 4 1 2 3 1 4 1 2 3 1 4 1 21 3 1 4 Design Pressure +/-90.0 psf - +1-82,5 psf +/-75.0 psf 17" Head/Sill C4+1 C4+1 C4+1 04+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 C4+1 C4+1 j C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24" DLO Jamb 8 8 8 8 8 8 1 8 118 8 B 1 8 8 1 B 8 8 1 8 10 10 10 10 10 10 10 10 P -hook 6+7 6+7 1 6+7 6+7 7+8 7+8 1 7+8 1 7+8 7+8 7+$ 1 7+8 7+8 1 7+8 7+8 7+8 1 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +/--90.0 psf +/-82.5 psf +/-75.0 psf 23" HeadfSlll 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 C4+1 C4+1l C4+1 C4+1 C4+1 C4+1 C4+1 s 30" DLO Jamb 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 1 6+7_1_7+6 1 7+8 1 7+8 1 7+8 i 7+8 7+8 7+$ 1 7+8 1 7+8 7+8 7+8 7+8 8+9 8+9 8+9 1 8+9 8+9 8+9 8+9 8+9 Design Pressure +/-90.0 Psf +/-82.5 psf +1-75.0 psf 29" Head/Silt C4+1 C4+1 C4C4+2 C4+1 C4+1 C4+2 C4+2 C4+t C4+1 C5+2 C5+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 o_ 36 DLO Jamb 8 8 8 8 8 8 8 a 8 8 8 8 8 10 8 10 10 10 t0 10 10 10 10 'ruP-hook 6+7 6+7 6+716+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 o Design Pressure +/-90.0 Psf +/-82.5 psf +1-75.0 psf z 35" Head/Sill 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2Mil 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 42' DLO Jamb a 8 8 8 8 8 8 8 8 8 8 8 8 10 8 10 10 10 10 10 10 10 10 P-hook6+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 8+9 8+9 8+9 8+9 Design Pressure +/-40.0 Psf See Note A below. +1-82.5 psf +/-75.0 psf 41" Head/Sill C4+2 C4+2 C5+2 C5+2 04+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 06+2 C6+2 48 DLO Jamb 8 8 8 8 a 8 10 1 8 8 1 8 1 10 1 8 1 8 8 10 8, 1 10 1 10 1 10 10 10 10 10 10 P -hook 6+7 7+8 7+8 7+8 1 7+8 1 8+9 8+9 1 8+9 1 13+9 1 8+9 1 8+9 1 8+9 1 8=9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 1 8+9 19+1019+10 9+10 FOR EXAMPLE ON USING TABLE, Si=t SHtt I I. NU I r- H: t/-du.0 ror YUM ULHJJ I rt -Ca 4,'4/-,k, o, om, IM, o a or+, -r1-or. 1 rvR VL AOA y I FL_ NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 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 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. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" roc f7 1 n1A11n11- e -r11 c 4 AQTDAr=Ai rvpGc cuai i Ri= I ICFrI PMTARI G '� -qFF SNFFT.q91 R 97 FnR PART nih4F\iSICINS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. interlock P -hook Lockstile @Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90° Astragal Assembly Lockstile @ 90° Astragal 135° Astragal Assembly Lockstile @ 13S° 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 �� 8 - 22 PGT0130 � Heavy-duty Astragal Qac: 10/10/14 Outside Corner ;f Outside Corner Inside Corner Inside Corner \4 Outside Inside Corner Corner Part #61 (x2) Part #bl Part 1161 Part #61 (Stile) part #68 (Astragal) Part #61 Part #61 (Stile) Part #118 (Corner Receiver) Part #119 (Out.) part #120 (In.) Part #61(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, sea Pressure, psf Sheet 17) Fd By. Flush - 1-1/2" see note 3 Low - 2-1/2' +46.67 Medium - 3-114" + 60.0 High - 4" 1 +90.0 SEE NOTES 1-3 W By. Dela: Ravh'b : 10TOTECHNOLOGY DRIVE N. VENICE, FL 34275 (341)-480-1600 CERT. OFAUTII. #29236 Dom: DPANDANCHORAGE Fd By. MIR: Raw"_' Tibe: SERIES 770 ALUM. SGD — LM IMPACT odBy NW: RO SGD-770 �: NTS �� 8 - 22 PGT0130 �r B >�: JR Qac: 10/10/14 Chadod . Data: 0000 • 6000 OH LENGTH ice`—• C7 � • z�� OH RATIO? 306 O OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miami -D roduct Contro 6606 6006 6066.. •• 0000•• 6666.. 6••6•• • ••••• 0666 ,6660 • • •6.6 060600 • •• • • ••6••6 0000•• 0006•• ••.. NO FRAME "7+8" P -HOOK ANCHORAGE CONSISTS OF: SEE "C5" CLUSTER SEE JAMB (7) P -NOOK ANCHORS, SEE "C5" CLUSTER MAX. UNIT WIDTH SEE "C5" CLUSTER DETAILS, DETAILS, SHEET 10 • SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK FOR ASTRAGAL NOTE, :' ' EXTERIOR PLANE) SEE TABLE 2, SHEET 7 24" MAX. O.C. INTERLOCK CLUSTER,SEE THIS POCKETS AND 60" NOM. DETAILS, SHEET 11 SHEET x SEE POCKET g P -HOOK �—PANELWIDTH x xx x x x 6" MAX. • JAMB MOUNTING xx x x x x x x x x x ! 1 INSTALLATION, ADAPTER i 6 MAX. f x x" x xxx xx x x x x x i THIS SHEET ANCHORS MIDWAYi 1 ' 3" MAX. o' —& SHEET 14 BETWEEN P -HOOK 4 PAIRS OF ✓. ANCHORS & AT 3" I I j' o I' x =FRAME x x ANCHORS `�. FROM TOP & { ! ANCHORS 96" (TOTAL 8 w �p l BOTTOM q t4" I I o UNIT 2�" MAX. ANCHORS ) —L I o— ° O.C. 4.051" 8" MAX. TO OPENING o MAX. O.C. ® 14 MAX. O.C. n ®= P -HOOK HEIGHT PER JAM: •• I �, I / EDGE OF POCKET SEE I w a 0 ANCHORS x x (SEE JAMB• I -1 DETAIL i � Q 101 — /",\ INSTALLATION ��f Z DETAILS'Jc'&'Kc', 1 m� I°� M °=P -HOOK BELOW) •��• • END PANEL SHEET 14 & PART I I ¢ ® Z7 MOUNTINGUj 24" MAX. ANCHORAGE DETAILS 'J'& 'K', I ° I 3" MAX. ADAPTER 'X •..,, (2 ANCHORS) SHEET 19 FOR ; ° s--E�_J I01 ANCHORS O.C- P -HOOK 6" MAX. l X x- ••`•• +2" ANCHORS -------x " x x x x " xx xxx x '✓SEND PANEL �••�• `� ANCHORAGE END PANEL x` x, x x x x x x x x x x �' 6" MAX. ANCHORAGE (S1rE ANCHORAGE '� �' x x x x x ' SKETCH BELOVT • (SEE SKETCH BELOW) +2" +2 ` •• �'+21 �ANCHORAGEANCHORAG! ANCHORAGE ANCHORAGE CENTERLINE 8" MAX., T�• `s ANCHORAGE OF PANEL 1 2.04" 24" MAX. EXAMPLE: 5 -PANEL, 2 TRACK, 90° OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 160" x 96" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 6.. SPLICE NOTE: NON- STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 AS NEEDED TO ALIGN THE 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE 60" CENTERLINE OF HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21 OCCURS AT THE P -HOOK. NOM. e , INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. PANEL- SEE "C5" CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. DETAILS, SHEET 10 °.°.°a�55 FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" "+2" ANCHORAGE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE AT RIGHT: F1 N�rRN EOr 6" MAX. PRODUCT REVISED as complying with the Florida CENTERLINE JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM/, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR Building Code OF PANEL 2 O.C, (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE 2 -TRACK NOA-No. 16-0629.06 FRAME JAMB P -HOOK ANCHOR DETAILS ON SHEET 14. Expiration Date 02/17/2020 ANCHOR PAIR "+2" ANCHORAGE SEE"C5"CLUSTER END PANEL REQUIRES By"C6" CENTERLINE CLUSTER, SEE OF DETAILS, SHEET 10 }� —OF ANCHORAGEMiami-D'a roduct Control DETAILS, SHEET 11 INTERLOCK FOR ASTRAGAL I ASTRAGAL{2 ANCHORS)4.051 " 3.5"IMAX. LCENTERLINE --\ -� e • •' • 1—L `/ EXTERIOR CENTERLINECENTERLINE` "+2" ANCHORAGE—/CENTERLINE +2" ANCHORAGE OF PANEL 3 OF PANEL 4 OF PANEL 5 /SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS Revsd By: Dale: Revisions: Des.Pt4x+: - _ 1070 TECHNOLOGYDRIVE N. VENICE, FL 34275 ANCHORAGE SPACING & EXAMPLE PLANS Raysd By' Dale: Revieions: rrtlw (941)-.180-1600 SERIES 770 ALUM. SGD - LM IMPACT . Raysd By: Date' Remi"ns: S.—IMoe-+; SGD-770 IS -1.7 NTS sh-t 9 a 22 o�VNr PGT 130 B B CERT. OFAUTH. #29236 A. LYNN MILLER, P.E. P.E #t 58705 Diewn 8y. JR Data. 10110114 =Jrecked B . Daie: ••.. ..••.. . • • • • 0000 0000.. 6" DIAG.2.04" ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE R ASTRAGAL OSPLICE LOCATION INTERLOCK --IIF 2.04" INTERLOCK ---IF NEEDED INTERLOCK;-, CONDITION, USE 0000.. NEEDED CENTERLINE I CENTERLINE "C6" CLUSTER DETAIL) • CENTERLINE , 3.5"1.75" EXT 6" DIAG. . 7„ 7n 0000. 3.5.. 1.75' 21' 4" DIAG, T 0000 4"DIAG. MAX. Q.C, EXTERIOR 2.04" _ 2.04„ 0 2.04" 21" • 5.64" MAX. EXTERIOR 3.5" 7" EXTERIOR 4" DIAG. 7„ EXTERIOR 7 3.5" O.C. 0000.. v 7 6" MAX. v 2 -TRACK FRAME HEAD/SILL �/ 2 -TRACK FRAME HEAD/SILL 0 0 2 -TRACK FRAME HEAD/SILL 5.64" P ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK �2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB• ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR 6 MAX. • •' 0.00 4 -TRACK 0060 ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE INTERLOCK-- CONDITION, USE ASTRAGAL OR SPLICE LOCATION 6" DIAG. FRAME JAMB • INTERLOCK ANCHOR PAIR • INTERLOCK IF NEEDED IF NEEDED 2 04" EXTERIOR CENTERLINE 1 CENTERLINE II "C6" CLUSTER DETAIL) CENTERLINE 3.5" 3 5' 3 5" 7'1:; 0 • ANCHORS MAY BE INSTALLED •• 21" EITHER IN THE EXT. OR INT. o I 2.04" 1 4" DIAG. MAX TRACK (INT. SHOWN) • 4.08" 4.08" — O.C. . 1 2.04" 5.64" NOTES: 1. ALL DIMENSIONS SHOWN EXTERIOR 7., EXTERIOR -� 7 4" DIAG. EXTERIOR 3,5" ARE BASED ON MIN. �l, n V 3.5" -•— 6" MAX. FRAME HEAD/SILL ALLOWED. v 3 -TRACK FRAME. HEAD/SILL 3 -TRACK FRAME HEADISILL 3 -TRACK 2. FOR HEAD SILL SPLICE Ca? ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK (c7 ASTRAGAL OR INTERLOCK HORAGE AT LOCATIONS/ANCHORAGE (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3 -TRACK FRAME JAMB P -HOOK SEE SHEET 9. ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR (FOR SPLICE FOR SPLICED ASTRAGAL OR SPLICE LOCATION NEEDED ASTRAGAL OR II {FOR SPLICE ASTRAGAL OR CONDITIONS ONLY: INTERLOCK-'- CONDITION, DO NOT INTERLOCK --I INTERLOCK 1 CONDITION, USE USE THIS DETAIL) SPLICE LOCATION CENTERLINE � CENTERLINE I "C6" CLUSTER DETAIL) CENTERLINE IF NEEDED 1.75" 3.5" 3 5" 3.5" PRODUCT REVISED 7" as complying with the Florida 3.5" HOA Building`Code 16-0629.06 il Mo 2.04" 4" DIAG. 2.04" 4" DIAG. - 2.04" Expiration Date 02/17/2020 sy _ 2.04" 5.37' DIAG.f 4" DIAG. I Miami a roduct Control 4.08" I 2.04" 4"DIAG. - _ -- 3.5" EXTERIOR EXTERIOR 7" EXTERIOR 7" -- 3.5" -. 4 -TRACK FRAME HEADISILL 4 -TRACK FRAME HEAD/SILL 4 -TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (a) ASTRAGAL OR INTERLOCK (c D ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER "C4") (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "CG') ��^✓ ' ""`-rye _ WITH & WITHOUT SPLICE CONDITION t fp ANCHORS ARE REQUIRED, Revad Or Dak Revisions-. •7au..,iDya• • . .. 1070 TECHNOLOGY DRIVE N_ VENICE, FL 34275 ANCHORAGE, EXAMPLE CLUSTERS Ra"so W_ nate' Revisions. rak: (941)-480-1500 SERIES 770 ALUM. SGD — LM IMPACT . Rsad By. Data Revislom sermon oaec SGD-770 NTS s oo I� -f 22 0-"-'2 r °• . 130 a"". B CERT. OFRUTN. #29295 A. LYNN MILLER, P.E. P.E# 58705 Drawn By JR Dale: 10/10114 Cherkad8. De!e: 0000 0000.. 0000 • . 0000.. .. • 0000.. . 0000.. 0000. 0000 0000. 0000 0 0 • 0000.. 0000.. • 0 0000.. • 0 0 0 0 00 0000 0 • 0000 0000.0 2.04" 2.04" 2.04" INTERIOR INTERIOR 2.04" NOTES: INTERIOR INTERIOR ° 7„ 1. ALL DIMENSIONS SHOWN • 4" DIAL. 8.94" �/ ARE BASED ON MINIMUM 4" DIAG. 3.5" ` 3.5" 6.12" 6.12" I 7" 2. DALLETAILS DEPICT ANCHOR INTERIOR INTERIOR " INTERIO 1 ° " INTERIOR f 1 QUANTITY AND SPACING, 90° 3. 90° 3. EXTERIOR _ - AND WOULD BE IDENTICAL ° EXTERIOR EXTERIOR 4" DIAG. ° 4" DIAG. FOR EXTERIOR OR INTERIOR • .0000. \ 0 • CORNER CONFIGURATIONS. 3.5" 4" 3.5" 3 5" 4„ EXTERIOR .,+1" ANCHOR 2.04" EXTERIOR 2 04" 7„ 2.04" EXTERIOR 4 2.04" �— 7 "- EXTERIOR 8.94" 90° CORNER 90° CORNER 135° CORNER 135° CORNER - 2 -TRACK FRAME HEAD/SILL 2 -TRACK FRAME HEAD/SILL 2 -TRACK FRAME HEAD/SILL 2 -TRACK FRAME HEAD/SILL CENTERLft: . {USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER •, OF PANEL ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C6") • 0 • • 4.08" "+2" ANCHOR 0. • • INTERIOR • EXTERIOR INTERIOR 4.08" • 0 ° "+1 " ANCHOR 2.04" 4 " 7.41 " -- - - ° 4" D IAS' INTERIOR 3.5" INTERIOR • • 90° T" 135° CENTERLINE: EXTERIOR 3 OF PANEL 3 5" ° "+3" ANCHOR • • 4.08" - 5.37" AG. 4.08" 5.37" IAG. 7« --"- ° CENTERLINE ° 4" 3.5" OF PANEL 2.04" 4" DIAG. 3.5" EXTERIOR 7 > EXTERIOR -"— 7" 4' INTERIOR ON ALL + " 2" ANCHOR 3.5" 90° CORNER 135° CORNER EXTERIOR VIEWS 7" I 3 -TRACK FRAME HEAD/SILL 3 -TRACK FRAME HEAD/SILL Vn CENTERLINE � { CANCHOR CLUSTER REQUIRED 6" {"C6" ANCHOR CLUSTER REQUIRED OF PANEL AT ALL 3 -TRACK CORNERS) AT ALL 3 -TRACK CORNERS) 4" DIAG. 2 -TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12" INTERIOR 2.04" _"-- i 2.04" 6.12,• 3.5" – EXTERIOR 4 5'88 CENTERLINE INTERIOR OF PANEL PRODUCT REVISED o ° INTERIOR g0° ° 135 "+3" as complying with the Florida 3.5" ANCHOR Building Code 4" 2.04" _ NOA-No. 16-0629.06 ° \ DIAG. T _ Expiration Date 02/17/2020 6.12' 4" DIAG. ° G, � 3.5" 6.12" 4.08^ - -- / sy o _ 7" Miam -D roduct Control EXTERIOR 2.04" `- 3.5" 4" 4" DIAG. 3.5" 3.5" EXTERIOR 7 EXTERIOR 4 2.04" CENTERLINE f¢ 90° CORNER 135° CORNER OF PANEL 4 -TRACK FRAME HEAD/SILL 4 -TRACK FRAME HEAD/SILL 4 -TRACK FRAME HEAD/SILL = ("C8" ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4 -TRACK CORNERS) AT ALL 4 -TRACK CORNERS) (3 -TRACK SIMILAR)' Revsd By. Data, Revisans: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 EANCHORAGE, EXAMPLE CLUSTERS Revsd By: Deta: Revisions: wa SERIES 770 ALUM. SGD - LM IMPACT Revsd By: Dal.: RevInans: (941)-480-1600 swInAxars .J.. ISGD-770 NTS seer i i °r �2 D—.1v PGT0130 Ror, B CERT. OFAUTH. fY29e'96 A. LYNN MILLER, P.E. P.E.# 58705 DmBy: JR Da$s: 10(10/14 Checked By. Dere: 0000 0 • 0000 0000.0 00 . • . • 0000.. .. 00 • 000.. .000.0 0.000 0000 ..... • 0000 0000••• 0 • • • •0000• 0000•• • • • .0000. 000 . 0 • .. INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1116" EXTERIOR 1/4" a MAX. SHIM EMBEDMENT: T SEE TABLE A, J SHEET 1 2X WOOD7SEE HOR TYP_, TYP., SEE ANCHOR R NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 V 2 -TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET -i J. 1 (1/4" MAX.) EXTERIOR a 2-1/16T"* EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" * EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 —� I— 2-1/16" (' 1/4" a MAX. EXTERIOR SHIM EXTERIOR � 2X WOOD WOOD ANCHOR TYP., METAL TYP.,7SEE NCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHORNCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A, SHEET 1 E 3 -TRACK FRAME HEAD E 4 -TRACK FRAME HEAD Bw WOOD INSTALLATION KC�F METAL INSTALLATION 2X WOOD WOOD ANCHOR TYP., TYR, SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR 2_1/16" " EDGE DISTANCE: is SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 E 2 -TRACK FRAME SILL K& WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR — NOTE 3, SHEET 1 r WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR - d1. I1I (jUJJ V 1/4" MAX. SHIM a I--- JR 1 10/10/14 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" IF E 2 -TRACK FRAME JAMB Gw WOOD INSTALLATION Revubas: 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, f SHEET 1 44 4 (1/4" MAX.) !T EXTERInR I EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 DE 3 -TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A. SHEET 1 EXTERIOR V 1/4" MAX. SHIMh- II EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" * E 3 -TRACK FRAME JAMB Hv+ WOOD INSTALLATION <1P2-1/16" * SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 Fw4 -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 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4" 1. ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM 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 • • • • METAL TYP., DETAILS, SHEETS 10 c4•140, SEE ANCHOR • • • •' NOTE 4, SHEET 1 • • -MIN. OF 3 THREADS BEYOND • THE METAL SUBSTRATE •• EMBEDMENT: SEE TABLE A, SHEET 1 •• EDGE DISTANCE: SEE TABLE A, SHEET 1 EDGE DISTANCE. - SEE TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida pj Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 2-1116" * B + y —J Miami-DadogVroduct Control I "—MIN. OF 3 THREADS EXTERIOR BEYOND THE METAL SUBSTRATE 1/4" MAX. SHIM --i f -4— E 4 -TRACK FRAME JAMB Iw METAL INSTALLATION D-.dpu-: 1070 TECHNOLOGYDRIVEANCHORAGE DETAILS N. VENICF- FL 34275 TN.: (941}480-1600 SERIES 770 ALUM. SGD - LM IMPACT Se.�sa4UooeC jurS-W Sneer OPa 'u No. Rer CERT. OFAUTH. #29296 p SGD-T70 NTS 12 a 22 PGTO130 B A. LYNN MILLER, P.E- P.E.# 58705 .... ...... ...... ..... .... ...... INSTALLATION DETAILS CONCRETE EDGE DISTANCE: SEE PER TABLE TABLE A, SHEET 1 CONCRETE A, SHEET 1 t— 2-1/16" ` PER TABLE ! A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 CONCRETE 2-1/16" * PER TABLE A, SHEET 1 t EXTERIOR q 1/4" EXTERIOR EMBEDMENT: 1/4" EXTERIOR SEE TABLE A, MAX. MAX. SHEET 1 SHIM SHIM EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1116" " 1/4" 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., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X / CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYR., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE L— SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 E 2 -TRACK FRAME HEAD E 3 -TRACK FRAME HEAD E 4 -TRACK FRAME HEAD Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION K:Cc7 CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 SEE ANCHOR SEE ANCHOR NOTE 5, SHEET NOTE 5, 1 (1/4" MAX.) SHEET 1� t (1l4" MAX.) T EXTERIOR 2-1/16"' PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 EXTERIOR IR. 2-1 /16" ` EDGE DISTANCE: CONCRETE SEE TABLE A, SHEET 1 PER TABLE EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 E 2 -TRACK FRAME SILL Oc CONCRETE INSTALLATION SEE ANCHOR NOTE 5, SHEET 1 _r_ ! (1/4" MAX.) CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR I a � I�` 2-1/16" ' ++— EDGE DISTANCE: CONCRETE SEE TABLE A, SHEET 1 PER TABLE EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 E 3 -TRACK FRAME SILL Ec CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 ---~I EMBEDMENT: SEE1 CONC./CMU ANCHOR TABLE A, SHEET 1 1 !. TYP., SEE ANCHOR �".• . EDGE DISTANCE: PROPERLY SECURED NOTES & TABLE A, 1 X WOOD BUCK TYP., SEE TABLE A, SHEET 1 SEE ANCHOR NOTE 3, SHEET 1 SHEET1 CONC./CMU ANCHOR 2-1/16" TYR, SEE ANCHOR F NOTES & TABLE A, r.� SHEET 1 _ CONCRETE EXTERIOR OR CMU J 1/4" MAX. SHIM �— PER TABLEA, SHEET 1 E 2 -TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION Re d By, I Data: I Revisiore: U2 Date: JR 1 10/10/1? I EDGE DISTANCE: SEE TABLE A, SHEET 1 'F PROPERLY SECURED I ` 1X WOOD BUCK TYR, SEE ANCHOR NOTE 3, CONCRETE SHEET 1 - OR CMU EXTERIOR. PER TABLE A, SHEET 1 1/4" MAX. SHIM 3 -TRACK FRAME JAMB He CONCRETE/CMU INSTALLATION PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 E 4 -TRACK FRAME SILL W CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 --�I EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, 1X WOOD BUCK TYR, SHEET 1 SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR ID 2-1116" * CONCRETE OR CMU PER TABLE A, SHEET 1 1/4" MAX. SHIM —1 �--- E 4 -TRACK FRAME JAMB Ic CONCRETE/CMU INSTALLA DescripL�n: 1070 rECHNOLOGYDR1VE _ ANCHORAGE DETAILS N. VENICE, FL 34275 TSS: (941}-430-1600 SERIES 770 ALUM. SGD - LM IMPACT Swlvs WW' S.I.- I Shot Dr Wv No. R., CERT. OFAUTH. #29296 SGO-770 NTS 13 of 22 PGTO130 B •0• CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02117/2020 BY Miami-D,iz�Product Control .000.0 0 • 0090 • 9 • 9 9 0 0 0 0 000 • •0 ..00 •• .000.0 .0000. ..•.0 • • 0000- 999999:. 0 • 0 000000 0 • • 0 9 0 0 • INSTALLATION DETAILS FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS 2.693° MIN. EDGE DISTANCE EMBEDMENT: SEE TABLE A, SHEET 1 CMU ANCHOJ3�R TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE EXTERIOR 28 P -HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) E P -HOOK FOR USE WITH ANY SILL RISER Jc PARTS #18, #20, #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 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 P -HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES — EXTERIOR P -HOOK CONC./CMU EXTERIOR ::)i5l(� ANCHOR TYP., SEE a:IT n & TABLE A, SHEET 1 V ANCHOR NOTES & TABLE V (ALSO SEE TYP. 2.693" MIN. A, SHEET 1 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P -HOOK FOR USE WITH BOX SILL RISERS P -HOOK FOR USE WITH BOX SILL RISERS Kw PARTS #19, #21, #23 OR #25, Kc PARTS 419, #21, #23 OR #25, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY Y. EMBEDMENT: SEE av—.,a TO PREVENT WOOD FRAMING TABLE A, SHEET 1 P -NOOK MOUNTING ADAPTER WATER sd Bf beta WOOD ANCHOR TYP., INFILTRATION Tin: SERIES 770 ALUM. SGD - LM IMPACT rd By: D.V Revfstons: SEE ANCHOR NOTES SEE rale: FITS is EMBEDMENT: Orewi,ra No. PGT0130 Rev: B TABLE A, SHEET 1 Oaf: 10110114 SEE TABLE A, Dafe: (ALSO SEE TYP. SHEET 1 — 28 I ILLUSTRATION, SHEET 9) EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, 26 EXTERIOR S HE ET.1 PHOOK WOOD ANCHOR TYP., n_ SEE ANCHOR NOTES V79:15 P -HOOK & TABLE A, SHEET 1 CONCRETE OR� (ALSO SEE TYP.2.693" MIN. CMU PER TABLE ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEET 1 E P -HOOK FOR USE WITH FLAT SILL RISERS �w PARTS #18, #20, #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP., SEE ANCHOR EMBEDMENT: SEE P -HOOK MOUNTING CONCRETE OR NOTE 4, SHEET 1; MIN. OF 3 THREADS TABLE A, SHEET 1 ADAPTER SMS ANCHOR TYP., SEE CMU PER TABLE A, SHEET 1� BEYOND THE METAL ANCHOR NOTES SUBSTRATE 28 & TABLE A, SHEET 1 (ALSO SEE TYP. EMBEDMENT: ILLUSTRATION, SEE TABLE EMBEDMENT: SHEET 9) 1 SHEET 1 SEE TABLE A, EDGE DISTANCE: SEE SHEET 1 TABLE A, SHEET 1 2.693° MIN. EDGE DISTANCE EMBEDMENT: SEE TABLE A, SHEET 1 CMU ANCHOJ3�R TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE EXTERIOR 28 P -HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) E P -HOOK FOR USE WITH ANY SILL RISER Jc PARTS #18, #20, #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 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 P -HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES — EXTERIOR P -HOOK CONC./CMU EXTERIOR ::)i5l(� ANCHOR TYP., SEE a:IT n & TABLE A, SHEET 1 V ANCHOR NOTES & TABLE V (ALSO SEE TYP. 2.693" MIN. A, SHEET 1 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P -HOOK FOR USE WITH BOX SILL RISERS P -HOOK FOR USE WITH BOX SILL RISERS Kw PARTS #19, #21, #23 OR #25, Kc PARTS 419, #21, #23 OR #25, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY Y. n. av—.,a I 4070 TECHNOLOGY DRJVE N. VENICE, FL 34275 (s4,�aarso0 CERT. OFAUTH. #29296 - @ V—ptl : ANCHORAGE DETAILS sd Bf beta Revisions: Tin: SERIES 770 ALUM. SGD - LM IMPACT rd By: D.V Revfstons: Sm7evnfodal: SGD-770 rale: FITS is Sheat ?4 of 22 Orewi,ra No. PGT0130 Rev: B wn BV: JR Oaf: 10110114 Gt,edrad ey_ Dafe: 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-HOOLC AND P -HOOK 00 MOUNTING ADAPT'E'R: ANCHOR QUANTITIEt.' ALSO SEE EXAMPLE" ON SHEET 9. "' •.•• •• • ..•. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miami -Da" oduct Control CONFIG. EXAMPLES HEADER DETAIL W, 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. UNIT WIDTH MAX. jam- DLO_ WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 INTERIOR PANEL PANEL PANEL PANEL TYPE TYPE TYPE 'QS' 'AS' TYPE NOM. MAX. UNIT MAk PANEL ' MAX- HEIGHT PANELWIQTH TYP. / DLO PER HEIGHT SEE PER HEIGHT TABLES NOTE 2 TABLES 1-3 1-3 a X a #10 X 1-1/2" PH SMS 90° EXAMPLE: 90° INSIDE CORNER, 4 PANELS — XX/XX � SILICONE SILICONE STRUCTURAL HERS POLYISOBUTYLEN WITH DESICCANT EXT. GLASS --\, FRAME CORNER nC-rALI Part # Description Material 124 Kommerling 4SG TPS Spacer System 125 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet fir 126 Quanex Duraseal Spacer Materials 127 Cardinal XL Edge Spacer REFf=KENCE 1E51 KtF'UKi S: f- IL-2S/1l, tiytiti tk'JyIU JR 10SVW016 I B I ADDED SPACERS. JR 1 10110/14 #8X1" PH SMS 1/4" NO STRUCTURAL SILICONE M. FOAM WITH DESICCANT EXT. GLASS —N EXTERIOR 90° CORNER DETAIL 'N2', SHEET 19 & CORNER ANCHORAGE SHEET 11 ' INTERLOCK DETAIL 'M', SHEET 19 .... ...... • .'. EXTERIOR INTERIOR .....• .+... .... ...... JAMB DETAIL'G3', SHEET �•• +••' 18; INSTALLATION DETAILS 'Gw' &'Gc', SHEETS 12 & 13 ••;' DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125• PANEL HEIGHT = DOOR UNIT HEIGHT - 1.86$" HOT -MELT BUTYL 3/16" NOM. `—INT. GLASS <,// // `INT. GLASS 24 ,KODISPACE 4SG TPS ��5 SUPER SPACERONXTTM BUTYL & DESICCANT FOAM EXT. GLASS — —ALUMINUM REINFORCEMENT POLYISO- BUTYLENE 5/16" NOMI SEAL / ROLL -FORMED STAINLESS STEEL INT. GLASS EXT. GLASS DURAS EAL® SPACER DESICCANT FILL AREA 5/16' NOM. i—SILICONE SEAL —INT. GLASS (,?T) XL EDGE TMSPACER 1070 TECHNOLOGYDRIVE ANCHORAGE DETAILS/ EXAMPLE ELEVATIO N. VENICE, FL 34275 rmc /941"e0-1600 SERIES 770 ALUM_ SGD — LM IMPACT YF S�� s� ?" CERT. OFAUTH. #29296 a SCD-770 NTS 15 d 22 PGTO130 B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miami -Dads' duct Control A. LYNN MILLER, P.E. RE.## 58705 .... ...... • .....• .+... .... ...... • CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 � �'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; �—INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 • • go 0 0 IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A', SHEET MAX. HEADER DETAIL'A', SHEET 18; DLO JAMB DETAlL'G3', SHEET SHEET 18; INSTALLATION DETAILS 'L1' & 18; INSTALLATION DETAILS DETAILS 'Gw' &'Gc', L2, SHEET 19 'Aw' & 'Ac', SHEETS 12 & 13 INSTALLATION DETAILS 'Aw' & 'Ac', WIDTH SHEETS 12 & 13 TYP 18; INSTALLATION DETAILS 'Gw' & 'Gc', SHEETS 12 & 13 SHEETS 12 & 13 / f 90° ` 0.000 0 • 00.0 EXTE IOfi INTERIOR PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PANEL PANEL TYPE TYPEM', SHEET 19 R' L' D' A' TYPE TYPE A K • MAX. CS' OS' MAX. 90° OUTSIDE CORNER NOM. UNIT HEIGHT SILL DETAIL ;. UNIT DETAIL'N1', SHEET 19 & NOM. /, HEIGHT PANEL / PER 'D', SHEET PANEL �� PER CORNER ANCHORAGE WIDTH TYP. MAX. PER SEE TABLES 18; MAX• ' WIDTH TYP. SEE TABLES SHEET 11 ' DLO TABLES 1-3 NOTE 2,J"i 1-3 INSTALL DLO PER NOTE 2, 1-3 INTERIOR •0000 HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 ' 'DW' & 'Dc', a O X X X SHEETS 12 `j EXTERIOR • NOM. PANEt,� 00 4 & 13 X X WIDTH TYP • X X PER TABLE�g 0' MAX. UNIT WIDTH �I MAX. UNIT WIDTH �� V: SEE FRAME & PANEL CORNER SILL MAX. UNIT WIDTH �••� EXAMPLE: OXXX INSTALLIATION DETAILS CONSTRUCTION DETAILS SHEET 15 (2—TRACK) 'Dw' &'Dc', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER — XX/XX (2—TRACK JAMB DETAIL'11% SHEET 18; ASTRAGAL DETAILS 'L1' & INTERLOCK DETAIL 'M', SHEET 19 INSTALLATION DETAILS 'Iw' & L2, SHEET 19� '1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13� � U HEADER DETAIL 3-1) " 'B', 'J' 'K', SHEET SHEET 18; .✓, JAMB DETAIL'H2', SHEET P -HOOK DETAIL & 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION 'Bw' JAMB DETAIL '12', SHEET 18; INSTALLATION 'Iw' HEADER DETAIL 'C ,SHEET 18; INSTALLATION DETAILS 'Hw' &'Hc', SHEETS 12 & 13 'Jc', 'Kw' & 'Kc', SHEET 14 DETAILS &'Bc', DETAILS &'Ic', SHEETS 12 & 13 Cw' & 'Cc', SHEETS 12 & 13 SHEETS 12 & 13 f MAX. UNIT WIDTH MAX. UNIT WIDTH I PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE PRODUCT REVISED 'R' 'M' F' M' F' F' P' as complying with the Florida L' J MAX Building Code Q I NOA-No. 16-0629.06 NOM. a i MHEIGHTT NOM. UNIT PANEL z a ! PANEL HEIGHT Expiration Date 02/17/2020 PER WIDTH TYP. j� w j I ;� WIDTH TYP. % PER ByI LU TABLES MAX. SEE PER < I SEE MAX. PER TABLES Miami -Da o uct Control 1-3 DLO NOTE 2 TABLES 1-3 0. 4 OTE 2 DLO TABLES 1-3 1-3 i HEIGHT SHEET 15 � i SHEET 15 HEIGHT O X X X X X X O EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;�✓ EXAMPLE: XXXO SILL DETAIL'F', SHEET 18; (3—TRACK, RIGHT POCKET) INSTALLATION DETAILS (4—TRACK, BY—PASS) INSTALLATION DETAILS��rr 'Ew' &'Ec', SHEETS 12 & 13 Fw' &'Fc', SHEETS 12 & 13 l Revsd By. Dans: Revisions: r-4: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 EXAMPLE ELEVATIONS Revsoay ce Revsians: (941)-480-1600 SERIES 770 ALUM. SGD — LM IMPACT.. Revsd By: Dam: Raws,onr s_vxec SGD 770 sa!s: NTS reet �sh16 °� 22 cn ana�°. PGT0930 Rer. B CERT. OFAUTH. `d29290 A- LYNN MILLER, P.E. P.E.# 58705 D e wn ay JR em: cnadcaa By. D700:1 10/10/14 gym: • 00000 • • • go 0 0 0000•• • • • ' .0000• ..... • •••. 0.000 0 • 00.0 ..9000 0 0• • 0 0 •00••0 00.0.0 • 0 ....•0 000 • • • •0 0000 PANEL'S RIGHT STILE TYPE PANEL SINGLE INTERLOCK SINGLE INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL BOX OUT ASTRAGAL BOX IN INT CORNER 90 LOCKSTILE EXT CORNER 90 LOCKSTILE EXT CORNER 90 RECEIVER INT CORNER 90 RECEIVER EXT CORNER 90 RECEIVER EXT CORNER 135 RECEIVER INT CORNER 35 RECEIVER TYPES OUT IN STILE W! HANDLE BOX OUT BOX IN W/ HANDLE Wf HANDLE W/ HANDLE W/ HANDLE W/ HANDLE W/HANDLE #118 #118 Wt HANDLE #31 W/ HANDLE #31 -' • • 0000•• 0000•• 0000•• _� #61 - #61� #1 20 #119 #61 #118 #61T #61� SINGLE INTERLOCK (�! PP / i / L / TRI C A f V l�' Y OUT / r (Box our/ ! �aC I I SINGLE %� ® / / C C ! CSQ'�JCCAINTERLOCKIN �` c / /_l / (Br (BOX IN) FIXED / / S dcJ / / / // / FD FC y / > V ' n / V FW >�� (Dox our) soxrN ( ) / /� i LOCKSTILE L) lel i / j J J / / i W! HANDLE (BOXOUr) (BOXIN) QBOX ASTRAGAL OUT j D (,, f1 / PANEL NOTES: W/ HANDLE (BoxoUT) / 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL. ASTRAGALj �— SIZES & DESIGN PRESSURE. 4INTERIOR RIGHT LU Box IN W/ HANDLE l V �/ LEFT 2. PANEL TYPES NOT SHOWN OR CROSSED OFFe e (BOXW) PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS EXTERIOR STILE AND ARE NOT AVAILABLE. •. / E— ASTRAGAL BOX OUT / / STILE 3.90° ASTRAGALS TO USE HEAVY-DUTY STILES • • Q) LL / (Boxour) (Boxour) (#61), CORNER RECEIVER (#118) AND EITHER ••• PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR #119 OR INTERIOR #120 CORNER*** ( ) ( ) APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGAL [� T U W Box IN �]5= / / IN) :00 • • ASTRAGALS.J (BOX (B 4. 135° ASTRAGALS TO USE HEAVY-DUTY STILE6 CORNOCKSTER INT CORNER U) J 90N W1 HANDLE RT / CI / j (#6 1) AND CORNER ADDON (#31). 0 LU #120 232" SILL RISERS OPTIONS 232" �') EXT CORNER yam j- i/ z Q 90 LOCKSTILE W! HANDLE #119 QT QS / , / � �j 232" I EXTERIOR I EXTERIOR 082 a 232" EXTERIOR .062" EXTERIO _062" 4.055" G] 3.305" 2.555" EXT CORNER*4118 90 RECEIVER�T W/ HANDLE �� ! / �� / j% INT CORNER #61 90 RECEIVER� AT AS DF / j 1.567" 062" W! HANDLE #11� % PRODUCT REVISED as complying with the Florida EXT CORNER #118 90 RECEIVER i / % C �� 18" SIL L RISER, FLAT " 20 SILL RISER, FLAT 22 SILL RISER, FLAT 24 SILL RISER, FLAT Building Code FLUSHJ-112" LOW, 2-1/2" MEDIUM, 3-1/4' HIGH, 4" NOA-No. 16-0629.06 #61 �/ --.--j ) — ,750" Expiration Date 02/17/2020 -K-- .750" / EXTERIOR By EXT CORNER #31 135 RECEIVER k< T �� 11F j W! HANDLE #61 V / .750" EXTERIOR 062" Miami-Dad roduct Control EXTERIOR EXTERIOR INT CORNER #31 135 RECEIVER W/ HANDLE #61 WT V N S WF j / 062" a� 96fi„ a .062" 4.055" 3.305" 062" 2.555" 1.567"� OSILL RISER, BOXI* 21 SILL RISER, BOX �3 SILL RISER, BOX 25 SILL RISER, BOX O O O HIGH, 4 FLUSH, 1-1/2" LOW, 2-1/2" MEDIUM, 3-1/4" A� " SEE SHEETS 6-8 NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, - Raved By Geta: Revisions: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P�rP,yO11 PANEL TYPES _ ............ Revsd ayj6 Dere: ReNsions: tea: (941}480-1600 SERIES 770 ALUM. SGD - LM IMPACT - ' Rsysd Sy: Data: Revisions: Sedas7Nodar: SGD-770 sem+": NTS sta,c 17 °� 22 cre.;:im. PGTO130 Rav: B CERT. OFAUTH. #29296 A. LYNN MILLER. P.E. P.E-t# _98705 1 Dawn By: I JR Date: 10/10/74 ChecW By. Dste: 0000 0000 0000•• •• • 0000•• 0000•• 0000.. 00.00 0000 0000. 0000 0000•• • • • 0000•• 0000•• 0000•• ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) FULL LENGTH OF JAMB 60 OR 61N�' E G1 2 -TRACK JAMB CLIP #105 11W/ RETAINER #106 (SHOWN WITH FIXED PANEL TO THE INTERIOR) #10 X 3W4 SMS, X 3 6" LONG MIDSPAN EXTEF G EXTERIOR OR 61 EXTERIOR U E G3 2 -TRACK JAMB (SHOWN WITH OPERABLE PANEL) OR 61 1 FULL PANEL JAMB LENGTH 60 OR SEE DETAIL G1 FOR FIXED PANEL CLIP SEE DETAIL G2 FOR FIXED PANEL CLIP E FULL LENGTH G2 112 c4 � 16 JL�60 17 L_ 123 OF JAMB 2 -TRACK JAMB 40 51 52 2 TRACK JAMB OR 6t rJ-(,EXTERIOR EXTERIOR IV EXTERIOR EXTERIOR CLIP #80 OR #105 W/ RETAINER #123 W/ SCREEN 3 -TRACK JAMB 3 -TRACK JAMB H1 (SHOWN WITH H2 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO 4 -TRACK JAMB 4 -TRACK JAMB • • 11 (SHOWN WITH I2 (SHOWN WITH •' FIXED PANEL TO OPERABLE PANI<<T;• {SHOWN WITH FIXED PANEL TO 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) '•"' EXTERIOR 2 3 45 1 1 3 5 EXTERIOR _ 113 5 • • • • 00004 • �•• . • 4 5 113 Fw SHOWN WITH 2 -TRACK W/SCREEN OPT.SCREEN A FRAME HEAD TRACK EXTERI a E 2 -TRACK W/SCREEN Q FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. Dare: JR 10110114 EXT E 3 -TRACK B FRAME HEAD ET 3 -TRACK K�E7 FRAME SILL EXT da4-TRACK C FRAME HEAD MAX. UNIT HEIGHT PER TABLES 1-3 E 4 -TRACK F FRAME SILL De pMn: 1070 TECHNOLOGY DRIVEVERTICAL SECTION DETAILS N. VENICE, FL 34275 rea (94180-1600 SERIES 770 ALUM. SGD - LM IMPACT S.i-Mdsk9ce%: Slroot D—iro&a RB'' CERT. OFRUTH. #29296 SGD-770 NTS 18 0, 22 PGTO130 B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By -- r Miami=Daces" Product Control 0000 0000•• ASSEMBLY DETAILS • (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)INTERIOR 5 4 61 113 118 •0000• • • • • 0000•• 28 28 7 3d 113 000.0 11 63 •0•• 000000 • 27 P26 27 • 103 000000 0 • • 62 111 63 60 OR 61 60 OR 61 60 OR 61 • 65 29 14 29 120 5 65 65 EXTERIOR 111 62 EXTERIOR 111 62 900 EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR P HOOK FOR FLAT SILLS (EXT. OR INT. MOUNT) P -HOOK FOR BOX SILLS K EXT. MOUNT ONLY 90° [� LOCK PART 60 OR 61 LOCK PART 107-110 LOCK PART 75 & 107-110 8-75 & 107-110 5 E M INTERLOCK 14 60 Fj�XTERIOR 61 61113 113 �L EXTERIOR 113 103 119 EXTERIOR 7 ' 67 68 ..••• STANDARD ASTRAGAL #67 @WITH e HEAVY-DUTY ASTRAGAL #68 L2 90° OUTSIDE CORNER N1) 2 SHOWN e 90° INSIDE CORNER` N2 2 -TRACK SHOWN • ITEM 961 (HEAVY-DUTY STANDARD STILES #60 WITH HEAVY-DUTY STILES #61 -TRACK STILE) SHOWN, ITEM #60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE) ALSO (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED APPLICABLE, SEE TABLES• TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. 4 INTERIOR 31 LOCK PART 75 & 107-110 4 INTERIOR 5 4 INTERIOR 135° 5 PRODUCT REVISED complying with the Florida 70EA Z B Building Code NOA-1 Fo. 16-0629.06 Expiration Date 02/17/2020 7 135° By /Product 14 5 61 32 Miami= Control 103 / 61 EXTERIOR 61 32 LOCK PART 31 103 61 EXTERIOR 7 135° INSIDE CORNER 75 a 107-110 14 02 2 -TRACK SHOWN EI 135° OUTSIDE CORNER 01 2 -TRACK SHOWN 6 Revad t3y Dam Revisionsr 1070 TECRNOLOGYDRIVE N. VENICE, FL 34275 {941}480-1600 HORIZONTAL SECTION DETAILS, CORNERS Raysd W. Dela: Retisions: nye: SERIES 770 ALUM. SGD — LM IMPACT Ravad Sy.' Det.: Revtslon 5sulsNModsc SGO-770 sus: NTS srssr t at 22 --mw gNo. PGT0130 ��' B CERT. OFAUTN. #29296 U A. LYNN MILLER, P.E. P.E.# 58705 Drawn Hy J1, Date: 10110/14 Ch-kad Sy. pets: 0000 0000 0000•• • •• • 000.0• •0000• • • • • 0000•• • 0000• 0000 000.0 •0•• 000000 • 0 • 000000 0 • • 000 • • Item D PGT # PGT# Description 1 17306 617306 2 -TRACK HEAD 2 17303 617303 2 -TRACK HEAD WITH SCREEN RAIL 3 17309 617309 3 -TRACK HEAD 4 17312 617312 4 -TRACK HEAD 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/.IAM B ADD-ON 7 17304 617304 2 -TRACK SILL 8 17301 617301 2 -TRACK SILL WITH SCREEN RAIL 9 17307 617307 3 -TRACK SILL 10 17310 617310 4 -TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 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 RAIL 16 17308 617308 3 -TRACK JAMB 17 17311 617311 4 -TRACK JAMB 18 17322 617322 SILL RISER -FLAT, FLUSH, 1-112" 19 17319 617319 SILL RISER -BOX FLUSH, 1-1/2" 20 17321 617321 SILL RISER - FLAT, LOW, 2-1/2" 21 17318 617318 SILL RISER - BOX LOW, 2-1/2" 22 17355 617355 SILL RISER - FLAT, MEDIUM, 3-1/4- 23 17354 617354 SILL RISER - BOX, MEDIUM, 3-1/4" 24 17323 617323 SILL RISER - FLAT, HIGH, 4" 25 17320 617320 SILL RISER - BOX HIGH, 4" 26 17333 617333 POCKET P4-IOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P -HOOK 28 17334 617334 POCKET P4100K MOUNT 29 17335 1 617335 P -BOOK COVER 30 17348 617348 POCKET P -HOOK FOR BOXRISER 31 17378 617378 135 CORNER 32 17376 617376 135 FIXED MOUNT 110 1732 ITEMS 40-53 ARE SCREEN PARTS: 40 4319 612258 SCREEN SIDE RAIL - LOCKSTILE 41 67516 7LOCKWGSK SCREEN LOCKSET 42 64066 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 668 7SRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER - ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 61692 SCREEN SPLINE -.165" 52 1694 61694 SCREEN SPLINE -.150" 53 61816020 SCREEN CLOTH 54 1725 1/2" X4" X 1/16" SET. BLOCK, NEOPRENE 85 +/-5 55 1726 1" X4" X1/16" SET. BLOCK, NEOPRENE 85 +/-5 t te=a JR _LI 10/14 Item Dwg # PGT #. Description 60 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. -THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRP EXTENSION (INJECTION MOLDED) 71 1695 71695 1-1/2" X V X 3/4" HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL. ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 - SILICONE DOW -899, DOW -995 OR GE -7700 75 8185 78165X GEMINI MORTICE 3 -PLY DUAL LOCK WILONG TRIM PLATE 76 71032X1FPFX #10-32 X V FL. SS SCREW W/ TYPE "F" TIP 77 7103239 10-32 STEEL ZINC U -NUT 79 17357 617357 1" IG BEAD 80 17359 617359 7116" BEAD / FIXED PANEL CLP 81 17360 617360 9/16" BEAD 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE INC, 1I2" X 1116" SGL SIDE ADH_ TAPE, POLYETH. 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 71696 DUST PLUG 103 8186 78186X 1" KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FD(ED PANEL CLIP - 6" LONG 106 17352 617352 FIXED PANEL RETAINER - 9116" 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURK! 108 1740 71740 HANDLE KIT -RAISED EXTERIORHANDLE 109 1731 78162SN HANDLE KR - RECESSED INTERIOR WITH THUMB TURN 110 1732 76178 HANDLE KF RECESSED EXTERIOR PULL 11l 710X34 PPSDAX 410 X3/4" PH. PN. TEK- S.S. 112 1235 67516 WSTP, .270 X.170 - FIN SEAL 113 1712 64066 .187" X 233" F N SEAL 114 71OX115PPX 910 X 1-112" 115 710)VPT 410 X i" 116 720X1 #14-20X1"S. S. 117 720)C- 12X #14-20 X 1-1/2" S.S. 118 17335 1 617336 90 DEGREE CORNER RECEIVER 119 17337 617337 90 DEGREE OUTS DE CORNER ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 617352 1 FIXED PANEL RETAINER, 7/8" NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39,56-59,66,78,84-99, 121 & 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 C 24" MAX. O.C. 1070 TECHNOLOGY DRIVE PARTS LIST N. VENICE, FL 34275 MI. (941)-480-1600 SERIES 770 ALUM. SGD - LM IMPACT 'PG ,r� � CERT.OFAUTH.�1�29296 u SGD-770 NTS 20 22 PGTd130 B •• 0000 • 0000 ••• • 0000 • 0000 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 BY Miami-Da�oduct Control A. LYNN MILLER, P.E. P.E.# 58705 0000 0000 0000•• • •• • 0000•. 0000•• 0000•• • 0000• 0000 0000• 0000 0000•• • • . 0000.• 0000•• 0000•• 5.069" 8.562" 0.080" j 1.36" 1.36" (� i 1.505" 1.872" 1211 " 1 0.081' 1.019" -L 0.062" 0.081" 1O2-TRACK HEAD 10 4-TRACK SILL 0.081" SCREEN 40 (6063-T6 AL) (6063-T6 AL) STILE 6.198" (6063-T6 AL) 6.198" - ( 6.526" 5.069" 0.080" 1.045" F] 1.211" 1,505" E � 1.993" 0.062„ 0.081" @2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) O3-TRACK SILL (6063-T6 AL) 14 2-TRACK JAMB t 45 SCREEN TOP RAIL (6063-T6 AL) (6063-T6 AL) 7.105" 2-TRACK JAMB W1 6.221" �� SCREEN TRACK '�•• p_pgp" � (6063-T6 AL) 1.36" j-�-- � � � � • 1.505" � �-•- 0.$15'"� � .... 1,211" �.•.. 1.36" 1.993" ..... 0-081" O3 3-TRACK HEAD SO 2-TRACK SILL W/ SCREEN TRACK 0.081" p • Qv'. • (6063-T6 AL) (6063-T6 AL) SCREEN • • 46 BOTTOM RAIL, • (6063-T6 AL) • 9.142" 0.081 " 4.49" �1 0.080" 1.21 V 1.505" ' 7.105" 0.081" 04-TRACK HEAD O7 2-TRACK SILL 9.141" � (6063-T6 AL) (6063-T6 AL) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 1.514" 0.062, 0.532" �- 0.060" 0.760" Expiration Date 02/17/2020 By Miami- ade duct Control 1.260" y 0.060" �I 1.990" 1.516" OFRAME HEAD/JAMB SCREEN ADD-ON FRAME SILL SCREEN FRAME SILL SCREEN 12 ADD-ON 93 END ADD-ON 16 3-TRACK JAMB (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS OR 3116" MASONRY OR 3/16" MASONRY 17 4-TRACK .IAMB (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX, O.C. ANCHORS @ 24" MAX. O.C. Revad By: beta: 1070 TECHNOLOGYDRIVEju EXTRUSIONS - Raysd By. Data: Revisbns: 770 ALUM. SGD - LM IMPACT N. VENICE, FL 34275Me: (941)-480.1600SERIES - - Revad 9y: Dazs: Heviebna: sea+�roeat SGD-770 scsa; NTS snser 21 22 arewvrora. PGT0130 Rar B CERT. OFAUTH. #29296 A- LYNN MILLER, P-E. P.E.# 58705 O-7 By: JR Date: 10/10/14 cnedsd By Date: 0.718" 0.83" 0.752" '*1 j-� .304" 0i 3.$02" -- l� 0.752" F14 A Tt =1t 3.802" 0.885" i1 0.574" 1.163" 0.062" 0,080" I 0.2640.233" 0.796" 0.062" 0.062" SILL 0.075"P MOUNTING P SCREW FRAME 11 TRACK @SCREW -HOOK -HOOK 26 P 28 ADAPTOR 29 COVER 0.080" 3o P FOR BOX RISER COVER (6063-T6 AL) (6063-T6 AL) 063-T (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 063-T .155" 2 .30" 1.488" 3 4,. 1.73 9" 020 1.600 0.133 1.60 0.062" 1.303" . 080" 1.870" 1 0.325" .016" 1.974"� IImo4. I -3125" 3.125" 0.062" 2.44' 32 135° FIXED MOUNT 60 STANDARD STILE s1 HEAVY DUTY STILE s2 @ 31 135° CORNER INTERLOCK ADAPTER INTERLOCK s5 SCREW COVER (6063-T6 AL) (6063-T6 AL} (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) •. (6063-T6 AL) .. 3.979" 3.979" 4.125" • .••.• '••• 0000• 1.050" 1.050" 1.050" 0.075" • • • • • 0,075" 1.645" rOLL15"" 1.645"1 0.062" 1.304" f 289" .485 " 045"• �-- : • •: • • • • • • ••• • 3.25" �-----�-I 045" - 045' 028 i" 81 BEAD ZING s7 STANDARD ASTRAGAL s8 HEAVY DUTY ASTRAGAL69 TOP/BOTTOM RAIL 7s GLADIN G.) so BEAD, GLAZING •• (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 6063-T6 AL) PANEL CLIP ( (6063-T6 AL) (6063-T6 AL) . 1.003" 1.03" 0.757" 0.080" 4" 5.621 1 PRODUCT REVISED as complying with the Florida Building Code 0.050" � 105 FIXED 0 709" PANEL CLIP 2.893" (6063-T6 AL) 0.133" 1.498" 0.133" 1.498" -�- 0.080" NUA-N o. 16-0629.06 Expiration Date 02/17/2020 By Miami -Da roduct Cont of 550" -�- 0.863 I WO.7(09'FIXED PANEL 4" 5.621" .. 123 @RETAINER, 7/8" 120 90° INSIDE CORNER ASTRAGAL 0.080-^��--� (6063-T6 AL) 2.826" 119 90° OUTSIDE CORNER ASTRAGAL (6063-T6 AL) FIXED PANEL 118 .os RETAINER, 9/16" 90° CORNER RECEIVER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) Rend By: Oslo: RG.Worls: 1070 TECHN(OGYDRlVE EXTRUSIONS . Re -day: Dem: Rer»7ors. rm": SERIES 770 ALUM. SGD - LM IMPACT N. VENICE FL 34275 (941)-480-1600 - - - R -d 9y. Date. RubW°"s: sena 01waY. SGD-770 scale: NTS 1'22'°' 22 [!�!"PGTO130 Re, B CERT. OFAUTH. #29296 A- LYNN MILLER, P.E. P.E.# 58705 Drown By: JR Gia 10/9Q/14 Checked By, Dai: •.•• ...... • 0000. ••.. 000.0 • • • . 00.00• • • 0000•• ••• • • • ••