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HomeMy WebLinkAboutProduct Approval �1p MIAMI•DADE wf ® AMI-DADS COUNTY ®. �E�I`�"C��Pj�O�U T�C�,TROLSECTION G Y G YY 8 5 2 Street,Room 208 DEPARTMENT OF 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION RY AND IC RESOURCES(RER) ®®G C('�MD S 086)315-2599 NOTICE OF ACCEPTANCE (NOA) ST. G VC��I'"'IhE''��%%�$$$ gov/economy PGT Industries,Inc. WBOCC W014 ' 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, eluding the High Velocity Hurricane Zone. DESCRIPTION: Series"SGD-770"Aluminum Sliding Glass Doors w/900& 135'corners—L.M.I. APPROVAL DOCUMENT: Drawing No. PGTO130 Rev D,titled Series 770 Alum. SGD-LM Impact", sheets 1 through 22 of 22, dated 10/10/14 and last revised on 04/22/20,prepared by manufacturer'.signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height& width per tables 1 thru 3. See sheets 6,7 and 8 for Design Pressures(DP),glass types, Sill type for Positive DP limits,applicable Standard or Heavy-Duty parts and anchorage requirements. See Typ.Installation in sheet 10 for straight configured units, sheet 11 for corner units and sheet 14 for pocketed units.Pockets&Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state-and series and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein`: RENEWAL of this NOA shall be considered after a renewal application has been filed and there:has been,n' 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-redision or-,change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement•of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any.section . of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,- Florida,"and'followed-by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,tlien,it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the mariufacfur_er or its.distributors and-, shall be available for inspection at the job site at the request of the Building Official.' This NOA renews NOA#19-1126.03 and consists of this page 1 and evidence pages E71,1E_-2;E-3 &E-4, as well-as' approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No.20-0429.09 MIAMI•DADE COUNTY -(�G i h as ; Expiration-Date: February 17,2025.- Approval Date: October 15,2020.. Page L:- j O/No Exception Taken n Rejected ❑ Make Corrections as Noted ❑ Submit Specified Item ❑ Review and Resubmit ❑ Not Reviewed Submittal is reviewed only as to general conformity with design concept of the project and general compliance with the information given in the Contract Documents.Corrections and/or comments made as part of this submittal review / do not relieve contractor of responsibility from conformance with the Contract Documents,applicable codes,and laws-all of which have priority over this 1 *. submittal.The Design professional does not warrant or represent that the information witbin the submittal is either accurate or complete.Sole responsibillW for correct design,details,and dimensions shall remain wi ' .Marty providing the submittal.Contractor is responsible far all dime s,quantities and performance requllem to be confirmed and c elated at the job site;for�1 information that pert s lely to the fabricatia rocesses or to techniques of construction;for all ord` ation of the work gKall trades;for assuring consistency vuitti a Con ct Documents; d for performing the work in a aft and satisfactory anner. i 7 -- JAMES P ® AR HITE LT, gR00097 207� Rewewod bW F i 's c PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals under file#15-1013.15 A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGT0130,titled"Series 770 Alum. SGD—LM Impact", sheets 1 through 22 of 22, dated 10/10/14,with revision A dated 10/08/15,prepared by manufacturer, signed and sealed by Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, 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) 2. 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 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.:. FTL-5980-R, FTL-6001-R and FTL-6015-R,which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) Along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL- 6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 3. Additional,Reference Fixed window test report FTL-7897 (cardinal spacer)per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file#15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5"Edition (2014), dated 01/30115,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.09 Expiration Date: February 17,2025 Approval Date: October 15,2020 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their"SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t'Edition(2014),dated October 8,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-0128.11, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners -L.M.I. expiring on 02/17/20. 2. Evidence submitted under previous approvals under file#16-2609.06 A. DRAWINGS 1. Drawing No. PGT0130,titled"Series 770 Alum. SGD—LM Impact", sheets I through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test,per FBC,TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal &Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc.,Test Reports No(s) FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed& sealed by Idalmis Ortega,P.E. C. CALCULATIONS (Submitted under previous NOA) 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Test proposal No. 16-0152 dated 03/09/16 approved by RER. G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners -L.M.I., expiring on 02/17/20. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.09 Expiration Date: February 17,2025 Approval Date: October 15,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Evidence submitted under previous approvals under file#17-0420.12 A. DRAWINGS 1. Drawing No.PGT0130,titled"Series 770 Alum. SGD—LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-611 Edition (2017), dated 04/18/17 and revised on 08/10/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 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. 16-1117.01 issued to Kuraray America,Inc. for their"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance with FBC-6` Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90°&135' corners -L.M.I., expiring on 02/17/20. 4. Evidence submitted under previous approval. A. DRAWINGS 1. Drawing No. PGTO128 Rev C,titled"Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22,prepared by manufacturer, dated 02-02-14 and last revised on 11/22/19, signed and sealed by Lynn Miller, P.E. C. CALCULATIONS (submitted under file#17-0420.12) 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc.for their"SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61'Edition) and letter of no financial interest, prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA renews NOA#17-0420.12, expiring April 07, 2025. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.09 Expiration Date: February 17,2025 Approval Date: October 15,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTO130 Rev D,titled"Series 770 Alum. SGD -LM Impact", sheets 1 through 22 of 22, dated 10/10/14 and last revised on 04/22/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc.representative units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4,PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 711 Edition (2020), dated 03/26/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04,-09,-12 and -16. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc.for their"SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS 1. Statement letters of conformance to FBC 2020(7th Edition), dated 03/26/20,prepared, signed& sealed by Lynn Miller,P. E. G. OTHER 1. This NOA revises NOA 419-1126.03, expiring 02/17/25. 1 s�G� f• Ll��� Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.09 Expiration Date: February 17,2025 Approval Date: October 15,2020 E-4 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Anchor Frame Min.Edge Min.O.C. Mln. INCLUDING POCKETS & 900/1350 CORNERS Group Anchor Type Member substrate pistance Distance Embedment or Metal Thickness GENERAL NOTES 71218.6 SMS or Southern Pine(SG=0.55) 9116" 7/8" 1-3/8" 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. #12 410 SS SMS All 6083 T5 Aluminum 3/8" 9116" 0.071"(20 Ga) 2 DESIGN PRESSURES: (min.of 3 threads A36 Steel 31e" 9/16" 0.050• and metal substrate A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. A beyond ) Gr.33 Steel Stud 3/8" 9116" 0.045"(18 Ga) B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. All Concrete(min.2.22 ksl) 1-1/2" 3° 1 1-318" C.DDSIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. 1/4"DeWelt/Elco Jamb/P-hook Filled Block(ASTM C90) 2" 3' 1 2• 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Aggre-Cato® Jamb/All hook Hollow Block(ASTM 0.6) V V 1-3/8' All Southern Pine(SG=0.55) 1" 1" 1-3/8' PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO Southem Pine(SG=0.55) 9/16" 7/6" Isle• CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 412 Steel SMS(Gr.5) e0s3-T5 Aluminum 3!8' slls O.g71"(20 Gal CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. B (min.of 3 threads All beyond metal substrate) A36 Steel 318" 9/16' 0.050, 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. Gr.33 Steel Stud 3W 9/16• 0.045°(18 Ga) 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH All Concrete(min.2.85 s 1° -T--4'--T-- NARROW JOINT SEALANT.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 1/4"Elco UllmCon® Jamb/P-hook Hollow Block(ASTM C90) 1° 6" 1-1/4' INSTALLATION SHALL BE DONE BY OTHERS AND iS BEYOND THE SCOPE OF THESE INSTRUCTIONS. C Head/SIII Concrete(min.3 ksi) 15116' 4" 15/8" 6)REFERENCES:ELCO ULTRACON,DEWALT ULTRACON+,DEWALT/ELCO CRETEFLEX AND 1/4"DeWalt Jamb I P-hook Concrete(min.3 ksi) 1' 4° 1-3/8" AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN Ultracon®+ Jamb/P-hook Hollow Block(ASTM C90) 1• 3" 1-1/4' MANUAL. All Southem Pine(SG=0.55) 1' 1" 1-318° 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE All Concrete(min.2.85 ksi) 2-1/2' 4 1S/8 CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 114"Elco Ultracon@ Jamb/P-hook Filled Block(ASTM Cl 2.1/2" 4" 1-314" 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Jamb/P-hook Hollow Block(ASTM C90) 2-1/2" 6• 1-1/4' CURRENT FLORIDA BUILDING CODE,AS APPLICABLE, D Head/SIII Concrete(min.3.35 ksi) 1' 4° 1-3/4° 9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001;FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 1/4"410 SS Jamb/P-hook Concrete(min.3.35 ksl) 1• 6. 1-314° FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 CreteFlexGDoWalt/Elco Jamb 1 P-hook Hollow Block(ASTM C90) 2-1/2' 6" CreleFlex® All Southem•Pine(SG=0.56) 1" V 131e" TABLE B,SEE DETAILS ON SHEETS 4&5 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. Glass Description(Listed from Exterior to Into rior) 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. Type 3)FOR THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES,SEE TABLE 5,SHEET 20. G3 7/16'Laminated:(2)Liles of3/16•HS Glass with.090"PVB Inledayer 4)HOLLOW BLOCK VALUES MAY ALSO BE USED IN FILLED BLOCK APPLICATIONS. G3A 9116•Laminated:(2)Liles of Ile HS Glass with.090"PVB Intedayer 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. 4 7/16"Laminated:(2)Liles of3/18•HS Glass with.090'SG Inledayer G4A 9/16"Laminated:(2)Utes of 1W HS Glass with.090'SG Intedayer ANCHOR NOTES G5 1'Laminated I.G.:3'16'TExtedorCap+3/8•AlrSpace+7/18'Laminated;(2)Utes of3116'HS Glass wllh.090"PVB Inledayer PRODUCT REVISED GSA 1'Laminated I.G.:114•T Extedor Cap+5116'AIr Space+7/18'Laminated;(2)Liles of3/16'HS Glass with.090•PVB Intedayer 1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE as complying with the Florida ONLY MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR Building Code G .: dor Cap+318"Alr Space t 7I16'Laminated;(2)Lies of 3/76'HS Glass with.090•SG Intedayer EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. NOA-No. 20-0429.09 B 1'Laminated I.G 3/16'T Exte GSA 1'Laminated I.G.:1/4'T ExtedorCap+5116"AIr Space+7/16•Laminated;(2)Utes of3116'HS Glass with.090'SG Intedayer Expiration Date:02/17/2025 G7 7116"Leminated:(2)Lltes of3/16"ANN Glass with.090°SG Intedayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET. G7A 9116'Laminated:(2)Lites oft/4'ANN Glass with.090"SG Intedayer By:_t 9"7 f G8 1'Laminated I.G.:3/18°T Exterior Cap+318"Alr Space+7/16'Laminated;2)Utes of3f 16"ANN Glass with.090"SG Inledayer 3)WOOD BUCKS DEPICTED AS I ARE LESS THAN 1-112-THICK.PROPERLY Miami-Dade Product Control ( SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO GOA 1•Laminated I.G.:1/4"T Exterior Cap+5/16'AIr Space+7/16'Laminated;(2)Utes of3/16'ANN Glass with.090'SG Intedayer SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. "ANN"=ANNEALED 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER "HS"=HEAT STRENGTHENED LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 'T"=TEMPERED GENERAL NOTES.............1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE °PVB"=.090"TROSIFOLO PVB BY KURARAYAMERICA,INC. EXAMPLE CONFIGS..........2-3 REVIEWED BY THE BUILDING OFFICIAL. °SG"=.090"SENTRYGLAS®BY KURARAY AMERICA,INC. GLAZING DETAILS............4.5 ANCHORAGE.....................6-14 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES.......6-8 PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL HAVING JURISDICTION. SHEETS S.7&8 MISSILE IMPACT RESISTANCE INSTALL DETAILS..............12-14 ELEVATIONS.....................15.16 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT ��` Y LYNNr``��,, CODES I STANDARDS USED: PANEL/SILL TYPES.........17 REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX.1/4'THICK&3400 `�� ��.•••"••••.Mf •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION CROSS SECTIONS............18.19 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE _�; 41OENgF /(� •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST.......................20 SILL THAT Is NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO Q';' '•,P •ASTM E1300-09 SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED No.58705 BET ' •ANSI/AF&PA NOS-2018 FOR WOOD CONSTRUCTION EXTRUSIONS....................21,22 WEEN THE GROUTAND WOOD SUBSTRATE,OR AS APPROVED BY THE -d^ •ALUMINUM DESIGN MANUAL,ADM-2015 AUTHORITY HAVING JURISDICTION. �' = •AISI S10D-16 f070TECHNOLOGYORIVE r+�.- .AisC 360-16 N.VENlCE,FL31275 GENERAL NOTES AND MAP � � O STATE OF ((/ (941)480.1500 rm• % '•.FC ORID P.•''G\�� �JR 032520 IR p UPDATED TO FSC 2020,ANCHOR TYPE TABLE. REOISTRA7LONM2 0 SERIES 770 AL UM.SGD-LM IMPACT �s/ONAL El�l omrm 6y. o.tx r6edaa o.rs e' i51i0ir awe ' o.rvra a� A./L/1rNN MILL&(t�l°`E JR 1LVf0/14 SGD T70 NTS 1 d 22 PGT0130 P.EY{56705 +J EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc'',"Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 1 ,13 PER TABLES 1-3 ,a CAN BE OXXXp. 2)90-&135-CORNER CONFIGURATIONS CAN BE A COMBINATION 1s i OF ANY 2 STRAIGHT CONFIGURATIONS. nL4' lj' MAX.UNIT 1a i °N MAX.UNIT 13 ° 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT / t HEIGHT to ,a ,a I PER TABLES 1-3 j �� HEIGHT PER j �l "X"=OPERABLE PANEL, to Io� "O"=INOPERABLE PANEL, - haw POCKET POCKET PocKEr I h POCKET I y f-DETAIL LETTER f--- -s\r---� �w_WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL c'=CONCRETE INSTALLATION CONFIGURATIONS 1 13 CONFIGURATIONS ,3 1 SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH A w c NOM.PANEL WIDTH w C DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PER TABLES 1-3 1 13 12 13 PER TABLES 1-3 2 13 1z 13 , ,3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 19 1 Jw Jc 1 9AJ3 19 19 i 14 14' 1w 1c 19 19 1a �cn-GT MAX.UNIT 1 13 19 19 oMAX.UNIT a o_ 14 14 I o 0HEIGHT 19 19 4 14 j y HEIGHT 1 13 19 19 I y PER TABLES 1-3 j x PER t TA13LESI-3 1a� POCKET W I POCKET IL 4-PANEL CONFIGURATIONS PRODUCT REVISED 3-PANEL CONFIGURATIONS w c as complying with the Florida 3 13 1 13 13 Building Code NDA-No. 20.0429.09 MAX.UNIT WIDTH MAX.UNIT WIDTH Expiration Date:02/17/2025 Bye_Ise 1. NOM.PANEL WIDTH e a NOM.PANEL WIDTH Miami-Dade de Product duct Control PER TABLES 1-3 , 13 12 13 12 ,3 PER TABLES 1-3 1 3 1 13 19 19 19 19 Jw Jc I 1w 3 4 1 I ¢ 19 12A,13 19 19 19 9 I O MAX.UNIT SEE MAX.UNIT / ,4 4 j j a N HEIGHT o o NOTE HEIGHT 1 ,3 s 1s 1s 19 I �rc PER ® 2,TH1S PER TABLES 1-3 i TABLES 1-3 ® � SHEET. J� =ppo S ,� iIII.lIl1 A. POCKET I0.� � EXTERIOR �+ , 13LL �\\\•��0��ENN�'i!,' 5-PANEL CONFIGURATIONS 1\� J Q�;' sF' 3 1 13 , 13 , ,a CORNER,TYP. , 13 _= NG.58705 - (OUTSIDE CORNER SHOWN, _v _ INSIDE CORNER SIMILAR) 1070TEWIIDLCGYDPJW a 10 %., STATE F (V AVE10E16 5 EXAMPLE CONFIGURATIONS Tft %�c�`s'.�CORIOP,.•'G��� RJR o zeao D NO CHANGES THIS SHEET. I7EGIS7RA770Na29296 SERIES 770 ALUM.SGD-LM IMPACT owner.O.ex aAdna nnra ® ei '°ie saw LYNN MILLER,P.E. JR fo/foH4 sco-77o NTS 2 22 PGT0130 D P.E.ase7os EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Jc'',"Kw"OR"Kc"INSTALLATION. NOM.PANEL WIDTH 1 3 13 1 13 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 _ pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION CAN BE OXXXp. L'\POCKE-T 1 13 19 1919192)90"&135"CORNER CONFIGURATIONS CAN BEA COMBINATION MAX.UNIT s s 19 OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, 1 3 s 1s 19 9 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96"OR 120" "0"=OPERABLE PANEL, "O"=1NOPERABLEPANEL, p"=POCKET 6-PANEL CONFIGURATIONS w 1 13 3 F—DETAIL LETTER MAX.UNIT WIDTH (�x _w"=WOOD OR METAL INSTALLATION ® "C'=CONCRETE INSTALLATION NOM.PANEL WIDTH SHEET NUMBER PER TABLES 1-3 1 13 1 13 1 13 Jw Jc i DLO WIDTH=NOM.PANEL WIDTH-7" 1 13c 1s 1s 1s 1s t t 1 1 i DLO HEIGHT=DOOR UNIT HEIGHT-10A25" MAX.UNIT 1 13 19 19 19 19 1a 1 j &oPANEL HEIGHT=DOOR UNIT HEIGHT-1.866" aHEIGHT 1 13 1 9 1 9 j °�" PER TABLES 1-3 JIL� / lap�pw "ll'-1i 7-PANEL CONFIGURATIONS PRODUCT REVISED 1 as complying with the Florida Building Code " N.N.. 20-0429.09 MAX.UNIT WIDTH Expiration Date:'02117/2025 NOM.PANEL WIDTH Ac g e w c By:— PER TABLES 1-3 1 3 3 Miami-Dade Product Control 1 13 t 19 19 19 19 18 14 1 I I MAX.UNIT 1 73 19 19 19 19 19 1s 1a 1c jo�o HEIGHT 1 13 1 19 19 9 19 PER TABLES 1-3 I w I��w 11111111 1. POCKET ; y. \�.�` ANY LYNN —' POCK—'� \���`�.•'1,lGENSF M/CIF` 8-PANEL CONFIGURATIONS 3 No.58705 fl �� 10707ECHNOLOG a YDRNE D..W %��,n',. STATEO 10'•(V�� N.rE"i�r�5 EXWMPLE CONFIGURATIONS �s'•. YORIOP,.•'G��; R o zsrzo NO CHANGES THIS SHEET REOIsrnAnoNazttee SERIES 770 ALUM.SGD-LM IMPACT �''�S��NAL 0 wa"ney:o ra• rJ,wna wm: - ® s.�wmt sN �e °1i1pµ' "� A.LYNN MILLER,P.E.JR IWIW14 SGD•770 NTS 3 �22 PGT0130 D P.E.N 58705 GLAZING DETAILS (G3, G3A, G4, G4A, G5 &G5A) 7/16"NOM. 7/16"NOM. 1"NOM. 3116"HS GLASS 3/16"HS GLASS 3116"HS GLASS 090"PVB ' .090"PVB .090"SG 3/16"HS GLASS 3116"HS GLASS 74 3/16"HS GLASS 74 3/8"AIR SPACE 74 52 3/16"T GLASS 83 EXTERIOR 16 3/4"NOM. EXTERIOR ez 3/4"NOM. (� GLASS GLASS 3/4"NOM. `3 BITE � BITE 124-127 GLASS BITE EXTERIOR 80 80 a 79 54 54 55 7/16"LAMINATED GLASS,TYPE G3 7116"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9/16"NOM. 9116"NOM. V NOM. 1!4"HS GLASS 1/4"HS GLASS 3116"HS GLASS .090"PVB .090"PVB .090"SG 3116"HS GLASS 1/4"HS GLASS 74 1/4'HS GLASS 74 5116"AIR SPACE 74 1/4"T GLASS 82 B2 - PRODUCT REVISED 83 16 as complying with the Florida Building Code 3/4"NOM. 3/4"NOM. NOA-No. 20-0429.09 EXTERIOR EXTERIOR 3!4"NOM. GLASS GLASS 124-127 p1fetlon Date:02117/2025 BITE a GLASS BITE BITE sy:_ICr•-7I.�i,. EXTERIOR Miami-Dade Product Control 81 81 79 54 54 55 9116"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A ww LYNN �C1�,.•''�ACENSF.. ' GLAZING NOTES: "ANN"=ANNEALED No "HS"-HEAT STRENGTHENED = 4 "T'=TEMPERED SEE SHEET 15 FOR SPACER DETAILS. 0 "PVB"=.090"TROSIFOP PVB BY KURARAY AMERICA,INC. 10707ECHNGLOGYPRNE a ��� STATEC "SG"=.090"SENTRYGLAS®BYKURARAYAMERICA,INC. N.(t r)460-1 7s GLAZING DETAILS 'i�C •F[0ION,.•'���: JR 032920 D NO CHANGES7HIS SHEET. REGISIM770MM28P96 SERIES 770 ALUM.SGD-LM IMPACT as n9r oe:a ❑,mm Dole ® amt sr� a,rc9a a,r. A LYNN�i•IILLER.P.E. JR iW10114 W177G NTS 4 a 22 PGTO130 D REA 58705 GLAZING DETAILS (136, G6A, G7, G7A, G8 &G8A) V NOM. 7116"NOM. 1"NOM. 3/16"HS GLASS 3/16"ANN GLASS .090"SG 3l16"ANN GLASS .090"SG 3/16"HS GLASS .0901,SG 3/16"ANN GLASS 3/8"AIR SPACE 3116"ANN GLASSF34 3/8"AIR SPACE 74 3/16"T GLASS 3/16"T GLASS 82 - Wv 83 EXTERIOR 3/4"NOM.124-1 124-127 GLASS BITE EXTERIOR EXTERIOR a S0 �79 • 54 55 fi5 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM. 9/16"NOM. + 1"NOM. 3/16"HS GLASS 3/16"ANN GLASS .090"SG 1!4"ANN GLASS .090"SG 3116"HS GLASS 090"SG 3/16"ANN GLASS 5/16"AIR SPACE 7a 1/4"ANN GLASS 74 5/16"AIR SPACE - 1/4"T GLASS 74 1/4"T GLASS PRODUCT REVISED 82 53 83 as complying with the Florida Building Code 3/4"NOM. EXTERIOR 3/4"NOM. NOA-No. 20-0429.09 124-127 GLASS 3/4"NOM. GLASS a BITE 124-127 GLASS Expiration Data:02/17/2025 EXTERIOR BITE BITE z Miami-Dade Product Control 81 EXTERIOR 78 a ' 79 55 54 55 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE 137A 1"LAMINATED I.G.GLASS,TYPE G8A Il u �:'• LICENSE'•.C( GLAZING NOTES: z. IV ,:'ANN"=ANNEALED : N0.58705 'HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. '.;� oZl) T'=TEMPERED "PVB"=.090"TROSIFOL°PVBBYKURARAYAMERICA,INC. f0707ECITNOLOGYDRIVE A � p Tq� F ej "SG"=.09U SENTRYGL&BYKURARAYAMERICA,INC. N. }, t ICE;FL6 GLAZING DETAILS �� '•.F<ORID?.•' �R, x JR1141" 03Mfi/20 I.—DI NO CHANGES THISSHEE7 00 REGISTRATIONM96 SERIES770ALUM.SGD-LMIMPACT ��IVAL�� Wexner• o 01 emfz snex WeMm/h ror. A.LYNN IvIII.LER,P.E. JR 10/10/14 SGD-770 NTS 5 -22 PGT0130 D P.E.958705 TABLE 1: , TABLE 1A: Design Pressure(DP)and Anchor Quantities Required, Maximum DP for all sizes: Sill Helghtto Max.(+)DP (for all approved configurations on Sheets 2&3) +601-60 psf (Water Infiltration Rating) For comer astragal anchorage on 90°or 135°comer units,see sheet 11 (Maybe limited by Table 1A) SIII Rlser Height Door Unit Height (Flat or Box,see (+)Design bl a lies to Glass Types 3, Pressure,psf PP YP 80" 84" 90" 98" Sheet17) 3A,1.5A,7,7A,8&BA and 69-7/B"DLO 73-7/9'DLO, 79-7/8"DLO 85-7/8"DLO Flush-1-112" see note 3 h le/AstragalTypesshown - Low-2-1/2° +46.67 below. Anchor Group Anchor Group Anchor Group Anchor Group Medium-3-1 +60.0 A B C D A B C D A B C D A BC D High-4° 17" Hea ISIII C4+1 C4+1 C4+1 54+ C4+ C4+ C4+1 11C4+1 04+ C4+ +1 C4+1 04+1 + +1 C4,1 E NOTES 1-3 24" DLO Jamb 8 8 8 8 8 8 8 8 8 a 8 8 8 8 8 -B P-hook 8+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 23" Head/Sill 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 30" DLO Jamb 8 8 8 8 8 8 B 8 8 8 8 8 8 8 8 8 'o P-hook 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 29„ 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 5 36° DLO Jamb 8 8 8 B 8 8 8 8 8 8 8 8 8 8 8 B a. P-hook 1 6+7 6+7 1 6+7 6+7 1 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 OH LENGTH F�c 35„ Head/SIII C4+1 C4+1 C4+1 C4+1 C4+1 !7+8 +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Z42" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 B B P hcok 6+7 6+7 6+7 6+ 7+8 8 7+8 7+8 7+8 7+8 7+8 7+g 7+8 7+g 7+8 7+B 0 41" Head/Sill CA+2 4+2 C4+2 C4+2 C4+2 +2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 = COI OH RATIO 2 1 45' DLO Jamb 8 8 8 8 8 e a 8 B B B 10 8 8 8 =O p P-hook 6+7 6+7 6+7 fi+7 7+8 - 7+8 7+8 7+6 7+8 7+8 7+B 7+8 7+8 7+g 7+8 FOR MPLE ON USING TABLE,SEE SHEET 8. NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. OH HEIGHT 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 6D.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT PRODUCT REVISED BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" as complying with the Florida ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. Dullding Code 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= NOA-No. 20-0429.09 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" Expiration Date:P211 712025 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. By-15 "z 1-44" . Miami-Dade Product Control Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Assembly Straight Astragal Assembly 90°Astrbgal Assembly 135°Astragal Standard Stiles Standard Stile Standard5tile Standard5tile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile • Standard Astragal Outside Comer,, Outside Inside COY, ,FF`L4�r1JIL Corner Corner t t t 1 I I I I 111 j/ Inside �`` 0 . ..... . Inside Corner Corner Outside \` ?,••�,tGENSF'• Corner Qom.• Part#60(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile) No.58705' Part#60(x2) Part#60 Part#60 Part#60 Part#118(Corner Parts#31&#32 Part#61 Part#67(Astragal) Part#120(In.) - _ Receiver) (Corn.&Fxd Mount) STATE OF 1070 VECMONICE,O SIZRAIE O�Mbs - Off'., \' (9(1 f 480•re00 DP AND ANCHORAGE �(�`s'•.,t ORMP.•''G\\� n °03 REGISTRa7/0Nx2018B SERIES 770 ALUM.SGD-LM IMPACT s 1�NAL 0 JR 03/2820 NO CHANGES THIS SHEET: a®m'.. o"Ix rxa.a a°ra. ® sen,,,1w"e sae °..`°r«' A.LYNN MILLER,P.E. JR f0/1N14 SGD-770 NT$ 6 °r 22 POT0130 Q p.E,#58708 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601-60 For corner astragal anchorage on 90•or 135'comer units,see sheet 11 (May be limited by Table 2A) Door Unit Height Table applies to Glass Types 4,4A, Boll 84" 991 96" 102" 108" 114" 120" 6,6A,7,7A,B&BA and the 69.7/8"DLO 73.7/8"DLO 79-7I8"DLO BS-TIB"DLO 91-718"DLO 97 718"DLO 103.718"DLO 109-718"DLO Stile/Astragal Types shown below.• Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group nchorGroup Anchor Group A, B I C D .A 1 B 1 C D A B C I D A E B I C I D A B C I D A B C I D A a C D A B C D HeadlSill 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+1 C4+1 CS+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24 DLO 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 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+a 7+8 7+8 8+9 8+9 8+9 8+9 B+g 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 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 G4+1 C4+1 C4+1 P4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" DLo Jamb 8 8 8 8 8 a 8 8 a a 8 B 8 8 B 8 10 10 10 10 10 10' 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+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 B+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 04+1 04+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 CA+1 36" DLO Jamb B B 8 8 8 8 6 8 8 8 8 8 8 8 8 B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 748 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 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 HeadlSill 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 CA+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 04+1 C4+1 MCS+2 1 C4+1 C4+1 s- d2° DLO Jamb B 8 8 8 8 6 6 8 B 8 B 8 8 8 B B t0 10 10 70 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 10 9+10 8+10 Z•S Head/Sill C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CS+2 C5+2 C4+2 C4+2 CS+2 C5+2 C5+2 +2 C5+2 C5+2 48" DLO jamb 8 8 8 8 •8' •B 8 B 8 8 B 8 10 8 a B 10 10 10 10 10 10 to 10 12 10 10 0 10 10P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+6 7+B 7+B 7+6 7+8 7+8 7+B 7+8 7+8 8+9 8+8 8+9 8+9 8+9 B+g B+9 8+9 9+10 9+10 9+10 10 9+10 9+10 HeadlSill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 c4+2 54" DLO Jamb B 8 8 8 & a a 6 10 8 8 a 10 a 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+B 7+g 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+B Not available in these sizes 'HeadlSill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 60'.. I)LO Jamb a B 8 8 _8 ,8 8 8 10 a B 8 10 8 8 8 P•hock 6+7 6+7 6+7 6+7 7+8 7+6 1 7+6 1 7+8 1 7+8 1 7+6 7+8 1 7+8 7+8 7+8 7+6 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH= NOTES:1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. NOM.PANEL WIDTH-7" 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL, TABLE 2A: DLO HEIGHT= POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DP DOOR UNIT HEIGHT-10.125" (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" Sill Riser Height = PANEL HEIGHT= SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. O, Pressure,psf uJ m POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY (Flat or Box Sheet 17)see (+)Design DOOR UNIT HEIGHT-1.866" = OH RATIO 21 PRODUCT REVISED AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS = ❑ as complying with the Florida Flush-l-1/2" seenote3 NOT RATED FOR WATER INFILTRATION. Low-2-1/2" +46.fi7 d NOA-Ng Code 20-0429.09 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. Medium-3-1/4" +60.0 Expiration Date:02/1712025 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 OH LENGTH BY:_1 Ly 2 1.Zi %, INSTALLED. SEE NOTES 1-3OH RATIO= OH HEIGHT Miami-Dade Product Control THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstlie @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstlle @ 135"Astragal Lockstile @ Assembly Straight Astragal Assembly 90°Astragal Assembly 135"Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty5tile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile r Standard Astragal Outride C Inside `-� Outside Corner Cor�=_Ey 171. 7—tv ner /111111111 Inside pNY...N!V Corner Outside :� '\� '•�ICENS'��! Inside Corner P ! Corner Q•, •.(� Part#61(Stile) Part N61(Stile) Part #119(out.) Part 1161(Stile) Z . No.58705 Part#61(x2) Par[#61 Part#61 Part#61 Part#118(Corner Parts#31&#32 Part If - �-- Part#67(Astragal) Part#120(In.) - Receiver) (Corn.&Fxd Mount) !�. 46- 1070TECHNOLOGYDRAIE 0"vp5*e ;.0�'.• STATE OF "w1148o-600 DPANDANCHORAGE �C�` '•F<ORIDP,.•' \ Rr 032620 R D NO CHANGES THIS SHEET. REGIS7RATIONI.Y2020a SERIES 770 ALUM.SGD-LM IMPACT '7/O I I I 111y111\ —1,O"a aodnn oam: ® s°' sti.e a"�nM' a.r: A.LYNN MILLER,P.E. JR 10/10/14 SGD•770 NT$ 7 -22 PGT0130 D P.E.45a705 TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP For comer astragal anchorage on 90"or 135"comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Door Unit Height Sill Riser Height Table applies to Glass Types 4,4A, 801. 8,V I MI. as, 102" 108" (+)Design (Flat or Box,see 6,GA.7,7A, 8&aA and the 69-7/B"DLO 73-718"DLO 79-7/8"DLO 85.7/8"DLO 91 718"DLO 97-7/8"DLO Pressure,psi StIleJAstragal types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Sheet 17) A B C D A B C D A BIG C D A B C D A B C D A B C D Flush-1-1/2° see note 3 Design Pressure +/-g0.0 / +182-5 psf +1-75.0 psf Low-2-1/2" +46.67 17" HeadlS81 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 Medium-3-1/4° +60.0 24° DLO Jamb B a 8 B a 8 8 8 8 8 8 8 8 8 B 8 10 10 10 10 10 10 10 10 High-4" +90.0 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+B 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 SEE NOTES 1-3 Design Pressure +/-90.0 psf +/-82.5 psf +/-75.0 sf 30" 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 t DLO Jamb 8 8 8 8 6 8 8 8 10 B 8 8 10 8 a 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+B 7+8 7+B —1 7+8 7+8 1 7+8 7+8 7+8 1 7+g 8+9 1 8+9 1 8+9 8+9 8+9 s+9 I s+9 a+9 Design Pressure +1--90.0 psf +/-82.5 psf +1-75.0 psf 29" 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 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 CA+1 C5+1 C5+'I.C4+1 C4+1 a- ° DLO Jamb 10 8 8 8 10 8 8 8 10 B 8 a 12 10 a 8 12 10 10 10 10 10 10 10 c P-hook 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 8+9 1 8+9 18+9 8+9 8+9 1 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B Design Pressure +1-90.0 psf +1-82.5 psf +/-75.0 psf II g 35"' Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C6+2 CS+2 OH LENGTH F-�--- 42° DLO Jamb 10 8 a B 10 8 8 6 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 P-hook 7+8 1 7+8 1 7+8 1 7+8 7+8 7+8 1 7+8 1 7+8 1 8+9 1 B+9 1 8+9 8+9 8+9 1 8+9 1 8+9 .9 8+9 8+9 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 m Design Pressure +1-90.0 psf See Nofe A ow. +/-82.5 psf +1-75.0 psf = O OH RATIO Z 1 4B° 41" HeadlSlll C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 +2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 2O 0 OLD Jamb 10 8 8 a 12 10 a 8 12 10 8 8 14 12 8 9 14 12 10 10 14 10 10 10 P-hook 1 7+8 1 7+8 7+9 7+8 1 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 1 8+9 1 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 NOTE A:+/-90.0 PSF FOR GLASS TYPES 4, A,6,6A,7A, 8&BA; +/-87.1 FOR GLASS TYPE 7 NOTES: EXAMPLE ON SHEET 9 OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL OH RATIO= OH HEIGHT 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DLO WIDTH= DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0.PSF MAX(NEGATIVE PRESSURES NOM.PANEL WIDTH-7" UNCHANGED).SEE TABLE 3A DLO HEIGHT= 3)4",3-114"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOTAND DOOR UNIT HEIGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN PRODUCT REVISED TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA as PANEL HEIGHT= Building Co d a complying with the Florida BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" NOA-No. 20-0429.09 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Expiration Date-02/17/2025 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, By:_154-2 I.G4,a Miami-Dade Product Control THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 16&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstlle @Jamb Straight Astragal Lockstlle @ 90°Astragal Lockstlle @ 135'Astragal Lockstile @ Assembly Straight Astragal Assembly 90°Astragal Assembly 135"Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal Outside Corner Outside Inside Corner Corner Ill ll Illy Inside �� NY LYNN Inside Corner Corner Outside `�`' '.•tCENS; Corner \' Part#61(Stile) Part H61(Stile) Part#119(Out.) Part#61(Stile) No,58705 Part#61(x2) Part#61 Part#61 Part#61 Part#118(Corner Parts#31&#32 Part#61 Part#68(Astragal) Part 4120(In.) Receiver) (Corn.&Fxd Mount) _ 1070 TECHNOLOGYDHIVE �bmc ��'. STATE(V�� N.VENICE,FL DPANDANCHORAGE •FtoRlo�.. JR 03n6120 D NO CHANGES THIS SHEET. REGISTRATION e9 SERIES 770 ALUM.SGD-LM IMPACT annm er:oam: p,"dme o°cc ® saea'M1Qpt �" a"`0 o°'"QM' A.LYNN MILLER,P.E. JR 101f0114 SGD•770 NT$ a -22 PGT0130 D P.E.#68705 P NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (9)P-HOOKANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10 REQUIRED SEE"C5"CLUSTER SPLICE e° (PERPENDICULAR TO GLASS SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL EXTERIOR DETAILS,SHEET 10 FOR NOTE, PLANE)SEE TABLE 2,SHEET 7 REQUIRES"CT SHEET 10 FOR INTERLOCK POCKETS INTERLOCK 24"MD.C. THIS •� AND 48"NOM. CLUSTER,SEE --� SHEET 's:, SEE POCKET (10)P-HOOK r_______ _ x PANEL WIDTH +DETAILS,SHEET 11 x x JAMB MOUNTING I x x x x 6" x INSTALLATION, ADAPTER I 6"MAY x x x xx x x x xx x x x x x x x x MAX_ THIS SHEET ANCHORS MIDWAY j 1 �o I L T'MAX. x x x x &SHEET 14 BETWEEN P-HOOK I I°'I 4 PAIRS OF ANCHORS&AT 3" i FROM TOP& I ' I I x=FRAME x x ANCHORS � 14"MAX.O.C. I 01 0 ANCHORS 96" (TOTAL 8 BOTTOM o I z 0 UNIT 21"MM• ANCHORS) 4.051" S"MAX.TO OPENING i ti I®I i 1 ()®=P-HOOK HEIGHT O.C. PER JAMB EDGE OF POCKET SEE I w a o�� O x SEE JAMB I x ® , 14'MAX.O.C. ANCHORS x INSTALLATION low I I :0 DETAIL DETAILS'Jc'&'Kc', I> ®' Z BELOW) I m I0 M 0=P-HOOK W) END PANEL SHEET 14&PART I R I I o' Z7 I ®, MOUNTING ANCHORAGE DETAILS'J'&'K', I Ov j j .0, - 3"IM ADAPTER x x 24"MAX. (2 ANCHORS) SHEET 19 FOR j°a 6 MAX--1� lo�j jl ANCHORS P-HOOK L-__ ��ii•• ANCHORAGE ANCHORS x x x - - x x x x xx, `xi END PANEL x' x x x x x END PANEL ANCHORAGE ` `✓ x X x x x x x: x x x . x' 6"MAX. ANCHORAGE(SEE ' (SEE SKETCH BELOW] +2 .+Z x x , '+2" ,+2" SKETCH BELONG CENTERLINE 8"MAX.,TYP. +2„ ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE 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. 48"x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) 6„ SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL } 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANEL ANCHOR EXCEPTION.("+1"ANCHORAGE ONL : ANCHORS MAY BE ADDED I 2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCETO NEXT AS NEEDED TO ALIGN THE SHEETS 6-8: CLUSTER TO HE �EXTERIOR HEAD OR SILL IF A SPLICE QUANTITIES SPECIFIED IN TABLES 1-3 48" I CENTERLINE OF - z4"O.C.OR LESS 21„ L✓ OCCURS AT THE P-HOOK. NOM. • INTERLOCK HEAD&SILL:8"MAX.FROM FRAME CORNERS. MAX PANEL - USE SPECIFIED CLUSTER FROM APPROPRIATE O.C. SEE"C5"CLUSTER PRODUCT REVISED WIDTH DETAILS,SHEET 10 TABLES,SHEETS 6-8 AT EACH INTERLOCK AND ullas complying with the Florida STRAIGHT AND CORNER ASTRAGAL LOCATION, CEWER/JNE OF END PANEL Building Code FOR INTERLOCK pLUSSPECIFIEDQUANTITYOFADDITIONAL ANCHORSATTHE MIDPOINTOF END PANELSAREONLY 5.64" NOA-No. 20.0429.09 "+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR Expiration Date:02117/2025 INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER24",OTHERWISEANCHORSARENOT 3.5" ADDITIONAL ANCHORS 24"O.C.MAXIMUM. REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE gy;_Isc...`f.Gb+.•.>,- 6"MAX. Mlaml-Dade Product Control CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE 2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB +2"ANCHORAGE ANCHOR PAIR - REQUIRES SEE"CS"CLUSTER END PANEL CENTERLINE CENTERLINE _ "C6"CLUSTER,SEE DETAILS,SHEET 10 ANCHORAGE ° l DETAILS,SHEET 11 I�NTERLOCK FOR ASTRAGALA ASTRAGAL (2 ANCHORS) 6" a 4.051" 3.5" 1 MAX. -_ • •' �1GEN8F'/�C�c� CENTERLINE CENTERLINE L�CENTERLINE = No.58705 EXTERIOR "+2"ANCHORAGE "+2"ANCHORAGE I OFPANEL5 IJTA�_E OF PANEL 3 I--OF PANEL 4SEESHEET 11 FOR OTHER INTERMEDIATE ANCHORS -U 107OTECHNOLOGYDRNE 0--w r Z o7"'E"I �6—M 75 ANCHORAGE SPACING&EXAMPLE PLANS �O�.. OF (V. (s411460.15ao 40RIDN.. R R °Oa D NO CHANGES THIS SHEET. REG,SM7ION#2B285 SERIES770ALUM.SGD-LMIMPACT JR 032620 _ey:°� anima oma ® sdlnwmr mw: a,.a 7;Rrv: A L LYN�I1141 ER,P.E. JR 10/1D114 SGu 770 NTS 9 n 22 PGTO130 D P.E.#58705 ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. INTERLOCK-�IF NEEDED, INTERLOCK-1 CONDITION,USE INTERLOCK-r IF NEEDED 2.04" 2.04 CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 3.5° 1.75° EXTERIOR6"DIAG. 1.75" 7 7 3.5" - 21" ET 4"DIAG. MAX, W- B.. 2.04" 42.04" O.C. EXTERIOR I 4° 21" 5.64" MAX. OR ' , DIAG. f g 7 EXTE�RLIOR 7 EXTERIOR O.C. FRAME HEAD/SILL v 2-TRACKFRAME HEAD/SILL V 6"MAX. 2-TRACK FRAME HEAD/SILL 5.64" @ ASTRAGAL OR INTERLOCK P ASTRAGAL OR INTERLOCK (a7 ASTRAGAL OR INTERLOCK —2_TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") FRAME JAMB 6"MAX. ANCHOR PAIR 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORI-SPLICE LOCATION fi"DIAG. FRAME JAMB INTERLOCK--IF NEEDED INTERLOCK" CONDITION,USE INTERLOCK IF NEEDED EXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE i "C6"CLUSTER DETAIL) CENTERLINE 3 5„ 2.04" LT✓� 3.5" ANCHORS MAY BE INSTALLED o gi 21" EITHER IN THE EXT.OR.INT. 2.04" 4"DIAG. MAX. TRACK(INT.SHOWN) 408" 4.08" O.C.2,04" NOTES: 5.64" 1.ALL DIMENSIONS SHOWN ARE BASED ON MIN. EXTERIOR 7„ EXTERIOR 7'� 4"DIAG. EXTEnnRIOR ALLOWED. 3TRACK FRAME HEAD/SILL V 5" 6"MAX. 2.FOR HEAD OR SILL SPLICE 3 TRACK FRAME HEAD/SILL � 3-TRACK FRAME HEAD/SILL LOCATIONS/ANCHORAGE AT @ ASTRAGAL OR INTERLOCK Gn.ASTRAGAL OR INTERLOCK 6i ASTRAGAL OR INTERLOCK �� P-HOOK SEE SHEET 9. (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB ANCHORS ARE REQUIRED,"C41 ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6') ANCHOR PAIR PRODUCT REVISED FOR SPLICED as complying with the Florida ASTRAGAL OR (SPLICE LOCATION ASTRAGAL OR I ASTRAGAL OR (FOR SPLICE Building Code INTERLOCK I IF NEEDED INTERLOCK�1 (FOR SPLICE INTERLOCK+ CONDITION,DO NOT CONDITIONS ONLY: NOA-No. 20-0429.09 CENTERLINE I CONDITION,USE CENTERLINE ) P CENTERLINE I USE THIS DETAIL SPLICE LOCATION Expiration Date:02/17/2025 +� 1.75" "C6"CLUSTER DETAIL) IF NEEDED 3.5" 3.5' 3.5" 3.5„ By:_I ca.7 r.�4,, T' --I Miami-Dade Product Control 2.04" 4"DIAG. 2.04" 4"DIAG.1 2.04" J. 2.04" 5.37"DIAG. 4"DIAG. 4.08" 4"DIAG. I 2.04" EXTERIOR EXTERIOR 7n EXTERIOR 7' 3.5" 3.5" LYNN v 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL R)ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK �� No.58705(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION 1070 TECHNOLOGYDRNE - awe '� '%/ `�O 1i � S ATE �.� OF (g41)480.160o N.MICE,FL SW6 ANCHORAGE,EXAMPLE CLUSTERS ��'•.F<ORIOP,.•'G�Z; JR oyzsrzo D NO CHANGES THIS SHEET. REGISM770N&W90 SERIES 770 ALUM.SGD-LM IMPACT S/ONAL E� w"wne�:ovg ctm: cstx�,e.e- ac.ic sm.e a..nuw I I \\ JR fo/fo/f4 ® sco-T7o NTS 10 a 22 PGTOi30 D A L�P,E.05 05 PE 2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" "+1"ANCHOR INTERIOR INTERIOR 7„ F.I 4"DIAG. 8.94" ° 6.12" 6.12" 3.5" 3.5" INTERIOR INTERIOR 7 INTERIO INTERIOR 90° 90° 3. " 1 1 CENTERLINE R EXTERIOR 4"DIAG. 4"DIAG. OF PANEL 3.5" 4., 3.5" 4" 3.5" 3 S' 2.04" EXTERIOR 7, 4" "+2"ANCHOR 2.04" 7 2.04" EXTERIOR 4" 2.04" EXTERIOR EXTERIOR �� 8.94" 90°CORNER 90°CORNER 135°CORNER 135°CORNER 2.04— 4"DIAG. 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I _ CENTERLINE ANCHORS ARE REQUIRED,"C4-) ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED,"C6") OF PANEL — INTERIOR EXTERIOR *7" INTERIOR 4.08 "+1"ANCHOR "+3"ANCHOR 4" INTERIOR 7" 2.04"EXTERIOR 4"DIAG. 3.5" W7- 94.08° 4. 7„ 5.37"D AG. L�CENTERLINE CENTERLINE I OF PANEL EXTERIOR 3.5" 4" Q OF PANEL 2TRACK FRAME HEAD/SILL �- 7" EINTERIOR ALL "+2"ANCHOR INTERMEDIATE ANCHOR LAYOUT 90°CORNER 135°CORNER EXTERIOR VIEWS 3-TRACK FRAME HEADlSILL 3-TRACK FRAME HEAD/SILL ("C6'ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS} I 4"DIAG. PRODUCT REVISED as complyingg with the Florida INTERIOR 6.12" INTERIOR 2.04" NOMNg.Building Coda 20-0429.09 2.04" 4" EXTERIOR 6.12, 3.5" CENTERLINE Expiration Date:0 2/1 71202 5 INTERIOR 5.88" gy;_ OF PANEL INTERIOR Miami-Dade Product Control 90° 4 3.B 135° 04 "+3"ANCHOR DIAG. 7" 6.12" 4"DIAG. ° 6.12" G 3.5" 4.08° T' EXTERIOR 2.04" 3.5" 4" 4"DIAG. 3.5� 3s, EXTERIOR 7� EXTERIOR 4" Ii�CENTERLINE 90°CORNER 2.04" I OF PANEL � ��NY LYNNM 135°CORNER, ' 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL a�,. �10ENSF •��� �� ("28"ANCHOR CLUSTER REQUIRED ('C8'ANCHOR CLUSTER REQUIRED 4 TRACK FRAME HEAD/SILL a No.58705 AT ALL 4-TRACK CORNERS INTERMEDIATE ANCHOR LAYOUT =7a ' AT ALL 4-TRACK CORNERS) - NOTES: (3-TRACK SIMILAR) _ Z 1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070TECHNOLOGYDRNE _ '•� 0 Ir' 2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N.vEMc�fl atz7s ANCHORAGE,EXAMPLE CLUSTERS ;o�.• �r TE F ;:��; IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. Iat1)49o-te99 toz !�(<` ''•F<ORIOP.••' \�: R JR 03/1620 p NO CHANGES THIS SHEET. REGISTRA7I0M#292W SERIES 770 ALUM.SGD-LM IMPACT NA� a""nex ams ct�."ds.oam: ® -wn.•wt� -a ewe --- x..: A.LY7�II�IILLEM,b.E. JR 10HOH4 SGD•770 NTS 11 °122 PGT0130 p P.E.#58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1F MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: ;SEE E: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SHEET 1 EXTERIOR 2-1/16"• 2-1116"• 6"• NOTES: 1/4 1/4" 1/4" 1.ALL DIMENSIONS 7 r SHIM IXTERIOR o MAX. EXTERIOR SHIM ON MIN.A MAX. SHOWN LLOWEDD EMBEDMENT: T r �r 2.METAL OR WOOD SEE TABLE A, J SUBSTRATES MAY BE SHEET 1 USED FOR ALL FRAME WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., ANCHOR TYP., TYPES PER TABLE A, 2X WOOD SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHORANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 2-TRACK FRAME HEAD 4a 3-TRACK FRAME HEAD 4a 4-TRACK FRAME HEAD 'DIAGONAL O.C.IS \Lwj WOOD INSTALLATION \Lwj WOOD INSTALLATION Cw METAL INSTALLATION MIN 4"(HEAD&SILL) OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX.) 1 SHEEf 1 1 SHEET 1 (1/4"MAX.) =:4. _ 1 (114"MAX.) - r I` EXTERIOR EXTERIOR EXTERIOR I EMBEDMENT:SEE 2-1/16"• I <2 2-1/16"• TABLE A,SHEET 1 2-1/16"• EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 4a 3-TRACK FRAME SILL 4-TRACK FRAME SILL Ow WOOD INSTALLATION Ew WOOD INSTALLATION Fw METAL INSTALLATION EMBEDMENT:SEE PRODUCT REV119ED TABLE A,SHEET 1 as complying with the Florida Bullding Code EMBEDMENT:SEE NOA-No. 20-0429.09 TABLE A,SHEET 1 EDGE DISTANCE: Expiration Date:02/17/2025 SEE TABLE A,I By;_ EMBEDMENT:SEE METALTYP., SHEET1 TABLE A,SHEET 1 -i EDGE DISTANCE: SEE ANCHOR Miami-Dade Product Control 2X WOOD EDGE DISTANCE: O SEE TABLE A, NOTE 4,SHEET 1 SEE TABLE A, 2X WOOD TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR SHEET 1 NOTE 3,SHEET 1 NOTE 3,SHEET 1 2-1/16" SMS ANCHOR TYP., 2-1/16"" SEE ANCHOR NOTES WOOD ANCHOR TYP., 2-1116"' &TABLE A,SHEET 1 SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 &TABLE A,SHEET I SEE ANCHOR NOTES I i l l I I r &TABLE A,SHEET I THREADS EXTERIOR EXTERIOR N N I BEYOND THE ��` ..LYN 1/4"MAX.SHIM Imo- EXTERIOR n METAL ��'�10ENSF �((�% V 1/4"MAX.SHIM —►I I+ 1/4"MAX.SHIM SUBSTRATE No.58705 E 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB v Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION DO10707ECHNOLOGYDRIVE mpg Q 1ATIZ N.VERICE,FL 34270 ANCHORAGE DETAILS '� a (941)400.1000 _SERIES770ALUM GIS R 'i�C�s''•.,<ORIOi!,.•' 81R" D83 `"s ETRA710N#29290 .SGD-LMIMPACT �""'//Q 03/20f10 D NO CHANGES THIS SHEET. ,I INAI IL E� i I o,ran ey:0am: th.dad 0°e' ® c rwa.t sd` a'.- A.LYNN MILLER,P.E. JR 'l0/!0/14 SGU•770 NTS 'l2 b 22 PGTO130 0 P.E.#58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: : EDGE DISTANCE: CONCRETE EDGE DISTANCE:SEE EDGE DISTANCE 1.ALL DIMENSIONS PER TABLE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE-2-1l16°' TABLE 2-1116" PER TABLE 2-111611• ON MIN.ALLOWED. A,SHEET1 A,SHEET 1 EXTERIOR ,�.�: �.:, ••` - 1:•• •j .,y 1/4„ 'DIAGONAL O.C.IS 1 :..;.•_ .•s ra i i•'' ;r::.: MAX. M IN 4"(HEAD&SILL) �I 1 j SHIM OR 6"(JAMB)SEE " EMBEDMENT: I 1/4" EXTERIOR 1 1/4" EXTERIOIt DETAILS,SHEETS SEE TABLEA, 11 MAX, a MAX. 10&11. SHEET 1 SHIM SHIM 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 TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLEA,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 CK FRAME HEAD ta 3-TRACK FRAME HEAD ah 4-TRACK ME HEAD Ac CON RETE INSTALLATIONBc CONCRETE INSTALLATION Cc CONCRETEEI INSTAATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED iX SEE ANCHOR NOTES& WOOD BUCKTYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 17 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEEANCHOR SEEANCHOR SEEANCHOR NOTE 5,SHEET NOTE 5, NOTE 5, 1(1/4"MAX.) SHEET 1 SHEET; 1 (114"MAX.) o-- (1/4"MAX. a c .. «• 1 EXTERIOR EXTERIOR EXTERIORL•• i 'r' 2-1/16" 2-1l16" r i CONCRETE 2-1116"' PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL Oc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION �"�-�••--- EMBEDMENT:SEE TABLE A,SHEET 1 —� PRODUCT REVISED as complying with the Florida EMBEDMENT:SEE Building Code 1. NOA-No. 20.0429.09 TABLEA,SHEET 1 �I EDGE DISTANCE: Expiration Date:02/17/2025 i EDGE DISTANCE: SEE TABLE A, EMBEDMENT:SEE �I CONC./CMU ANCHOR SEE TABLE A, PROPERLY SECURED1X WOOD BUCK TYP., SHEET 1 BY:_1 c-7 r. ,, TABLE A,SHEET 1 TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, " Miami-Dade Product Control EDGE DISTANCE: *; PROPERLY SECURED NOTES&TABLEA, 1X WOOD BUCK TYP., SEE TABLEA, SHEET 1 :�, 2-1l16"• SHEET 1 SEE ANCHOR NOTE 3, SHEET 1 i•:•:' CONC./CMU ANCHOR :' 2-1/16"' SHEETI TYP.,SEE A14CHOR CONC./CMU ANCHOR !• 2-1/16"' PROPERLY SECURED NOTES&TABLE A, TYP.,SEEANCHOR 1X WOOD BUCK TYP., ;•;' SHEET 1 CONCRETE NOTES&TABLE A, SEE ANCHOR NOTE 3, CONCRETE .,' SHEET 1 CONCRETE SHEET 1 OR CMU OR CMU I I I I I I I II EXTERIOR OR CMU PER TABLE EXTERIOR r;; PER TABLE `\,\ 0LYNIVM�%,� �EI�I I EXTERIOR V 1/4"MAX.SHIM PER TABLE A,SHEET 1 A,SHEEP 1 +�� �,.•��cENSF A,SHEET 1 1/4"MAX.SHIM 1/4"MAX.SHIM I+ ; No.58705 da 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION L CONCRETEICMU INSTALLATION Ic CONCRETE/CMU INSTALLATION �a �:• E, S � l/0 TE N.VENlC FL 342 ANCHORAGE DETAILS N lse1/4e04e00 '.CO '•. <oR�ol,.•'�`: er. o.m: /O.....•��``. JR o32&2, D NO CHANGES THISSHEEr.. REGrSMWONA92W SERIES 770ALUM.SGD-LMIMPACT ��7jIrNAL1`��` ar..ne,:u°m caea.9a oeia ® ateafta.: so:,: A.LYNN MILLER,P.E. JR 10/10/14 SGD•770 IVT$ �.� n 22 PGT0130 D P.E.#50705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR Oo o WOOD ANCHORTYP., INFILTRATION CONC./CMU ILLUSTRATIVE SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: &TABLE A,SHEET 1 ANCHOR NOTES& TABLE A,SHEET 1 FOR SEE TABLE A, (ALSO SEE TYP. :t 28 TABLE A,SHEET 1 ALL APPROVED SHEET 1 29 �,;,:.;a•••; SUBSTRATES.ILLUSTRATION,SHEEP 9) ,•. •,•••;•;=,.'::;•: •'. 1-1/4"MIN.EDGE DISTANCE DISTANCE:SEE v •.. EXTERIOR 3.SEE TABES 1-3, TABLE A,SHEET 1 EMBEDMENT; y ze fvl SHEETS 6-8 FOR 28 LL SEE TABLE A, ' ? P-HOOK MOUNTING REQUIRED P-HOOK SHEET 1 '•t•t"`' ADAPTER CONC./CMU AND P-HOOK EXTERIOR .�•',1','%�, �•.• / PHOOK WOOD ANCHOR TYP., ::'.';;:.;•.:,;;w,..•; MOUNTING ADAPTER '>:.;:.•.:+ .:..., ?':::: ANCHOR TYP.,SEE SEE ANCHOR NOTES P-HOOK :•• •.,••.• ,. ..•..•:.: ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS ®P-HOOK FOR USE WITH ANY SILL RISER Jw PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24 WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR ADAPTER CONC./CMU NOTE 4,SHEET 1; EMBEDMENT:SEE ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 TIiREADS TABLE A,SHEET 1 � CMU PER TABLE ANCHOR NOTTYP. SEE A,SHEET 1 { ..;•.. ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES `;• '',•{; ;' A,SHEET 1 SUBSTRATE n28 &TABLE A,SHEET 1 EMBEDMENT: (ALSO SEE TYP. PRODUCT REVISED (ALSO SEE TYP. "•: 'f: ;:•..`:?:.;; ,'r:. ILLUSTRATION,SHEET 9 as com lying with the Florida SEE TABLE A, ;;•;' ) P ILLUSTRATION, �':.'.;,::,'.•.. ,•; Building Code EMBEDMENT: SHEET9 SHEET1 „f, ;•.. ,:: :.•.; 2e , •� ; . NDA-No. 20-0429.09 SEETABLEA, EDGE DISTANCE:SEE ,;,: Expiration Date;02/17/2025 SHEET 1 TABLE A,SHEET 1 +'"" I I 1-1/4"MIN.EDGE DISTANCE By:_I�'•-z i" —[' Miami-Dade Product Control 30 30 •. 1 P-HOOK SMS ANCHOR TES EXTERIOR P-HOOK CONGJCMU SEE ANCHOR NOTES ANCHOR TYP.,SEE EXTERIOR &TABLE A,SHEET 1 JLT ID ANCHOR NOTES&TABLE V (ALSO SEE TYP. 2.693"MIN. A,SHEEP 1 ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) E P-HOOK FOR USE WITH BOX SILL RISERS ga P-HOOK FOR USE WITH BOX SILL RISERS ���� Kw PARTS#19,#21,#23 0R#25. Xc PARTS#19,#21,#23 OR#25, �`'1�0 ........IV METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR _�; `)CEIJyF'•C/ (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&.3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY _z � .58705 _ _ • 0 . 1070 TECHNOLOGYDRNE D..td.. Off'•, TATE O ;• ((� "(�11.,Fl. 076 ANCHORAGE DETAILS ;F`S,'•FLORIot-.."' "°" _ES THIS SHEET.� NO C° REGrS7RAnm#20Y00 SERIES 770 ALUM.SGD-LM IMPACT �"',,5,f�NAL 0 01 JR 03/262HAN ® r Io".- ra" A.LYNN MILLER,P.E. JR IOIIW14 SGD•770 NTS 14 d 22 PGTO130 D P.E.#58705 t CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH HEADER A MAX. NOM.PANEL WIDTH SHEET 18;INSTAALLLLATTIONION DLO TYP.PER TABLES 1-3 SHEET5 12&1 3 3 DET &'A WIDTH INTERIOR EET NOTES: z. 1)SEE SHEET 17 FOR INDIVIDUAL � EXTERIOR PANEL CONFIGURATIONS AS 90° APPLICABLE.SEE DP/ANCHOR PANEL PANEL TABLES,SHEETS 6=8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL'N2', PANEL HEIGHTAND WIDTH.SEE TYPE as, 'AS' TYPE SHEET 19&CORNER SHEETS 18&19 FOR SECTION ,A, NOM. K MAX.UNIT ANCHORAGE SHEET 11 DETAILS AND SHEETS 12-14 FOR MAX. 5 PANEL MAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL WIDTH TYP. DLO PER 'M',SHEET 19 2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT SEE PER HEIGHT TABLES EACH LOCKSTILE,LOCKING INTO NOTE 2 TABLES 1-3 1_3 EXTERIOR INTERIOR KEEPER(ITEM 103)AT FRAME JAMB ORASTRAGAL. JAMB DETAIL'G3',SHEET X X 3)PLEASE SEE APPLICABLE 18;INSTALLATION DETAILS ASTRAGAL&INTERLOCK x x 'Gw'&'Gd,SHEETS 12&13 COMBINATIONS PER DP/ANCHOR TABLES. DLO WIDTH=NOM.PANEL WIDTH-7" SILL DETAIL'D',SHEET 18;7 90' DLO HEIGHT=DOOR UNIT HEIGHT-10.125" INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 'Dw'&'Dc',SHEETS 12&13 SILICONE HOT-MELT BUTYL STRUCTURAL SILICONE STRUCTURAL SILICONE 3116"NOM. BY OTHERS POLYISOBUTYLENE 1/4"NOM. FOAM WITH DESICCANT WITH DESICCANT EXT.GLASS EXT.GLASS #10 X 1-1/2" #8 X 1" PH SMS PRODUCT REVISED PH SMS as complying with the Florida INT.GLASS INT.GLASS Building Code NOA-No. 20-0429.09 ,z< KODISPACE 4SG TPS ,T5 SUPER SPACER@NXTT" Expiration Date:02/77/2025 ALUMINUM Mlaml-Dade Product control REINFORCEMENT pOLYISO- DESICCANT FILL AREA PANEL CORNER BUTYLENE 5116"NOM. FRAME CORNER 5116"NOM- SEAL DETAIL DETAIL BUTYL& VINT.GLASS LICONE SEAL DESICCANT ROLL-FORMED FOAM STAINLESS STEEL EXT.GLASS Part# Description Material 124 Kommeding 4SG TPS Spacer System EXT.GLAss See this `�. 3\4\(LYN/yM 125 Quanex Super Spacer nXTwith Hot Melt Butyl 126 Quanex Duraseal Spacer Sheet fir INT.GLASS ` . _%CENSFMaterials 127 Cardinal)L Edge Spacer ,ae DURASEAL©SPACER &XL EDGETmSPACER _�� No,se705_ _ REFERENCE TEST REPORTS:FTL-8717,8968&8970 �` 10707ECUNOLOOYDRNE o �3,O t CHORAGE PLE IZEosrRA�oNazszinfi SERIES 770ALUM.N.VEJVICF,FL 342764SGD•�MPACTEVATIO � FSS�ONAL ECG\?` JR OW6120 D NO CHANGES THIS SHEET. / i\\\ o ez cnorr° °,mr a s.t`uac ma` s'°e o.w°e° emr. A.LYNN�I�.LER,P.E. JR 10/10/14 SG.- NT$ 15 -22 PGT0130 D P.E.#58705 CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 M',SHEET 19 OPERABLE JAMB DETAIL'GT,SHEET 18; ` , INSTALLATION DETAILS'Gw'&'Gd,SHEETS 12&13 IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A,SHEET HEADER DETAIL'A',SHEET 18; MAX' SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw'&-Ad, DLO DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw'&'Ad,SHEETS 12&13 SHEETS 12&13 WIDTH JAMB DETAIL'G3',SHEET TYP. 18;INSTALLATION DETAILS SHEETS 12&13 90° '-^�'Gw'&'Gc',SHEETS 12&13 PANEL PANELMPANELPANEL PANEL PANELmTYPE TYPE TYPEPANEL PANEL TYPEo 0 R' L' A TYPE TYPE ,K, � � INTERLOCK DETAIL MAX 'CS' 'OS' MAX. M',SHEET 19 90*OUTSIDE CORNER ANELHEIGHT / UNIT WIDTH TYP. PER SILL DETAIL / PANEL / H PER DETAILDE AIL INV,SHEET 19& MAX. SEE TABLES D',SHEET MAX / I SEE CORNER ANCHORAGE DLO PER 18; WIDTH TYP. TABLES HEIGHT TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 SHEET 11 SHEET 15 HEIGHT SHEET 15 DETAILS TABLES 1-3 INTERIOR a � a 'Dw'&'Dc', r� �, O X X X SHEETS 12 -✓ a E ERIo &13 , X `✓ X NOM.PANEL X X WIDTH TYP. MAX.UNIT WIDTH =j III PERTABLES 1-3 kN" SEE FRAME& MAX.UNIT WIDTH PANEL CORNER SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH MAX.. CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dw'&'Dd,SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) ASTRAGAL DETAILS'L1'& "SHEET­"� DETAIL'M',SHEET 19 JAMB DETAIL'11',SHEET 18; L2,SHEET 19 INSTALLATION DETAILS'Iw'& INTERLOCK DETAIL'M',SHEET 19 'Id SHEETS 12&13 HEADER DETAIL'C',SHEET HEADER DETAIL l 18;INSTALLATION DETAILS J� AMB DETAIL'H2' SHEET P-HOOK DETAIL'J'& B',SHEET 18; 'Cw'&'Cc',SHEETS 12&13 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION 'Hw'&'Hd,SHEETS 12&13 'Jd.'Kw'&'Kd,SHEET 14 DETAILS TV&'Bd, DETAILS'Iw'&'Id,SHEETS 12&13 PRODUCT REVISED SHEETS 12&13 as complying with the Florida f�----- MAX.UNIT WIDTH --- �- — MAX.UNIT WIDTH NOA iNo.Hu Code 20-0429.09 I. Expiration Date:z— 7/2025 gy:-1 PANEL PANEL PANEL PANEL I PANEL PANEL PANEL PANEL ey. I«z r.«�� TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE Miami-Dade Product Control R' L' M. F' i M. F' F' P' MAX.UNIT NOM. HEIGHT / / . PANEL / & ! / / PANEL / HEIGHT PER WIDTH TYP. °d i I WIDTH TYP. PER TABLES MAX. SEE PER I SEE MAX. PER TABLES 1 3 DLO NOTE 2, TABLES 1-3 $ j SHEET 15 y —NOTE 2 DLO TABLES 1-3 1-3 HEIGHT '� i SHEET,15 HEIGHT a � I I O X X X i X X �X 0 .� NY LYN ', — ----'A✓' � Qom••,. L10ENgF•.,((� ' EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18; EXAMPLE:XXXO SILL DETAIL T',SHEET 18; �y : No.58705 P = (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS _ sY Ew'&'Ed,SHEETS 12&13 'Fw'&'Fd,SHEETS 12&13 - U :G 10707ECHNOLOSYDRNE N.VENICE,r-L 34275 EXAMPLE ELEVATIONS ,c�`•, 8 ATE O (941)480-1800 i�s•'•.,<ORIDP,.•'G\C;� RJR 032820 D NO CHANGES THIS SHEET. RWISM770N929298 SERIES 770 ALUM.SGD—LM IMPACT lE� a.xn er:a°ae10 o"ica 0vte — �°'r °aih°N6 �bi A.L)Qq MILLEifi,P.E. JR H0114 SGD•770 NUS 16 122 PGT0130 D P.E.#58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTCORNER EXTCORNER EXTCORNER INTCORNER EXT CORNER EXTCORNER INTCORNER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90.RECENER 90 RECENER 35 RECEIVER 35 RECEIVER TYPES STILE Wl HANDLE BOX OUT BOX IN 90 RECEIVER OUT IN OX OUTU WI HANULE Wl HANDLE W/HANDLE 0W1 HANDLELOCKSIL W/HANDLE 90 HANDLE W/HANDLE Wf HANDLE - #120 #119 #61 #118 B #61 #118 #61 #31 #S1 #31 #81 SINGLE F PP K L TR TQ TC TA TV TW INTERLOCK OUT f� laoxoup c c e c c SINGLE L F PA c IC V Q SIC VA V V W INTERLOCK IN leozour Isox00 SnL RR R S S FD FC FV FW A moxom 0=1N1 LE WOHA D J{/�ILE D V V �1 fsoxoLm Boxlxf W ASTRAGAL BOX OUT LR PANEL NOTES: W!HANDLE eoxauD 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL ASTRAGAL N BOX IN LEFT INTERIOR SIZES E DESIGN PRESSURE. W Wi HANDLE RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF .J PoxLy) PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS (-- ASTRAGAL T U STILEEXTERIOR STILE AND ARE NOT AVAILABLE. BOX our Isaxouq leoxoup 3.90"ASTRAGALS TO USE HEAVY-DUTY STILES f- PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER ASTRAGAL � T V APPLICABLE STILEIASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER W BOX IN W axaO Isaxu6 ASTRAGALS. J Ie INT CORNER RT Cl 4.135"ASTRAGALS TO USE HEAVY-DUTY STILES 90 LOCKSTILE J w/HANDLE#1z0 (#61)AND CORNER ADDON(#31). W EXTCORNER QT QS' SILL RISERS OPTIONS --��'-' .z3z" Z 90LOCKSTILE .232 Q Wl HANDLE#119 -+{I 232" EXTERIOR n' EXT CORNER#61 /1 --''j .232" EXTERIOR EXTERIOR .062" as ROmFlying with thUCT e Florida 90 RECEIVER r _T CS EXT' I a a 'B62" 4.055" Building Coe W/HANDLE v •062" 3.305" NOA-No. 20.0429.09 #118 2.555" INT CORNER#61 1.567" I Explratlon Date:02/17/2025 90 RECEIVER AT AS DF .062" + WFHANDLF ._L BY: #118 SILL Miaml-Dade Product Control EXT CORNER CF 8F USHISER2FLAT` 20 LOW,SILL RISER,FLAT 2z MEDIUM,ULL IM,3-1/4"SER,FLAT 24 HIGH,4"SILL ER,FLAT 90 RECEIVER #S EXT CORNER-#31 �j I►-- .750" 135 RECEIVER VT VS VF I� 750 EXTERIOR W/HANDLE #61 � � 750" INT C #31 EXTERIOR . � " EXTERIOR a .062" 906" ,062" 35 RO .062 4.056' W/HANDLE # WT WS WF 062" 3.305" LYN . 19• SILL RISER,BO 21 SILL ZISEi 23 I RISER,BOX SILL RISER,BOX RI LOW, 2 MEDIUM, HIGH Q, I�o.56705 tr i y� NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 ='a V' 1070TECHNOLOGYDRArE u..4.. ' 3 I.[� 9-0 - N.VENlCE,FL34276 PANEL TYPES �p�', yTATE OF (041J460.1600 i, '•.,LORIOP,.•' \�� i REGIS7RA710NR20206 SERIES 770ALUM.SGD-LM IMPACT �CNAL JR 03/2620 � NO CHANGES THIS SHEET. l�I ``�1 e s.r.+a.tt seas art a.amxa s e A.L4h1h'?k1dj�0.P.E. a✓R 101101M SW-770 NTS 17 a 22 1 PGT0130 D P.E.958705 !�I \i• f ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 108 FULL PANEL JAMB LENGTH BOOR 61 105 FULL LENGTH 14 LOCK PART 75&107-11 17 .14 106 OF JAMB eo OR 61 60 OR fit 5 G3 16 5 G1 6U OR fi1 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 6"LONG CLIP#105 WITH FOR FIXED 105 W/RETAINER#106 OPERABLE LOCKPART 113 MIDSPAN (SHOWN WITH PANEL) 80 PANEL CLIP LV FIXED PANEL TO LOCK PART SEE DETAIL G2 �15 THE INTERIOR) .EXTERIOR 1U3 113 75&107-11 103 FOR FIXED 5 J yEXTERIOR PANEL CLIP 14 v 15 5 FULL LENGTH ® 112 ® 16 17 #10X3/4° 1z3 OFJAMB 40 G4 60 OR 61 SMS,X 3 2-TRACK JAMB 2 TRACK JAMB EXTERIOR EXTERIOR � EXTERIOR 51 52 EXTERIOR CLIP#80 OR#105 WI SCREEN 6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4 TRACK JAMB 4 TRACK JAMB °C 80 (SHOWN WITH H1 (SHOWN WITH E (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) �ExTERIOR so OR 61 THE EXTERIOR) 53 1-I THE EXTERIOR) THE INTERIOR) �+ yEXTERIOR 2 v TA F� 112 3 4 45 5 113 5;[; 113 5 52 51 69 EXTERIOR 59 EXTERIOR 59 EXTERIOR 53Y a a a PRODUCT REVISED as complying with the Florida Beildfng Code SHOWN WITH 2-TRACK W/SCREEN 3-TRACK 4-TRACK MAX.UNIT NOA-No. 20-0429.09 OPT.SCREEN A FRAME HEAD FRAME HEAD ®C FRAME HEAD HEIGHT PER Expiration Date.02/17/2025 TRACK TABLES 1.3 Mlaml-Dade Product Control 53 79 69 69 69 EXTERIOR EXTERIOR 52 51 72 OR 73 72 OR 73 a 72 OR 73 46 11 10 11 11 46 47 113 9 0 8 EXTERIOR 112 5 113 113 a5 5 ®2 TRACK W/SCREEN ®3-TRACK ®4 TRACK ���•'' CENT 0 FRAME SILL E FRAME SILL P FRAME SILL QC' �I sF .ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES = :: No.587o5 1-3,SHEETS 6-6 FOR DP(PSF)ASSOCIATED WITH STILE. 18707ELNNOLOGYDRIVE 6TAT�.'•�� N.VENICI;FL34275 VERTICAL SECTION DETAILS '�` (8q)480.1880 rm ' '••.,<ORIOH.••' flw JR 0312 Q NO CHANGES THIS SHEET. REGrsrRA7roNnnszse SERIES 770 ALUM.SGD-LM IMPACT '�`SS�ONAL�1NG��` —w. md: oars• ® s'" o- S'�` °ai0 � N'9 — A.LF{dN MILILI ,P.E. JR 1011W14. sen° NTS 18 d 22 PGT0130 D P.E.a5e705 JI ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 41NTERIOR gt 113 118 28 28 7 30 11 113 27 63. 27 63 103 28 62 111 63 60 OR 61 600R 81 fi00R 61 29 85 14 29 1-1 120 Dl�t 65 I I 65 5 DCTERIOR 111 62 r y IXTER10R 111 90° v 62 EXTERIOR INTERIOR EXTERIOR EXTERIOR (EXT..OR INT.MOUNT)P-HOOK FOR FLAT SILLS K EXT.MOUNT ONLY Ifa P-HOOK FOR BOX SILLS 90° INTERIOR LOCK PART 80 OR 61 LOCK PART LOCK PAR 75&107-11 7s&io7-110. 7s&107-1T s1 5 ®INTERLOCK M 14 113 60 60 61 61 118 5 EXTERIOR El113 J,EXTERIOR ITEM#61 113 EXTERIOR 11 7 STILE SHOWN ITEMTY 87 ��// 68 113 103 119 ) (STANDARD STILE)ALSO STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL#68 90°OUTSIDE CORNER 90°INSIDE CORNER APPLICABLE,SEE TABLES Li WITH STANDARD STILES#60 �WITH HEAVY-DUTY STILES#61 N1 2-TRACK SHOWN N2 2-TRACK SHOWN 1-3 SHEETS 6-8 FOR DP EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (PSF)ASSOCIATED WITH (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED STILES. TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 4 INTERIOR PRODUCT REVISED as complying with the Florida Building Code 31 LOCKPART NOA-No. 20-0429.09 75&107-11 •Q•INTERIOR Expiration Date:02N7/2025 135° 5 5 4 INTERIOR By;_I sc 1.G!n Miami-Dade Product Control 11 7 t 135° 14 5 61 32 F 103 61 I--I 32 1 v y EXTERIOR fit 11 5 \1111111f/ LOCK PART 31 103 61 ,5 EXTERIOR 7 _ `���� �`AY LYM 17j7i 75&107-110 �/ 14 ®135°INSIDE CORNER �� 02 2-TRACK SHOWN Q�•' F '�F� 135'OUTSIDE CORNER �Y No.58705 K of 2-TRACK SHOWNCA = _ 10707ECHNOLOGYDRNE %O .• STATE F N. iICE,�ie275 _HORIZONTAL SECTION DETAILS, CORNERS %�� '•.F(ORIOP,.•' `�; "°""° REG15777A77oxf2028B SERIES 770 ALUM.SGD-LM IMPACT 00 ���/VAL E��``� JR 032620 NO CHANGES THIS SHEET. 111 11 I 1 11\\\ ucwneY. one Ct lad mro: ® a'"widi� Bm1¢ 6r�e °'°'ii°M' �"' A.LYNN MILLER,P.E. JR 10/10/14 SGD•770 PIT$ 19 122 PGT0130 p.E.#56705 f TABLE 4: Item PGT PGT# Description Item PGT PGT# Description NOTES: Dwg.# Dwg.# 1)ALL ALUMINUM=6063 T6 1 17306 817308 2-TRACK HEAD 47 668 7SRAZ STANDARD ROLLER 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 48 668 7SRAX STANDARD ROLLER-ST.STL 2)ITEMS#33-39,56-59,66,78,84-99, 3 17309 617309 3-TRACK HEAD 49 4344 64344 SCREEN ASTRAGAL 121&122 ARE NOT USED AND ARE 50 17349 517349 OXO SCREEN ASTRAGAL ADAPTER NOT PART OF THIS APPROVAL. 4 17312 617312 4-TRACK HEAD 51 1692 61692 SCREENSPUNE--165" 5 17314 617314 FRAME SCREW COVER 52 1694 61694 SCREEN SPLINE-.150" 3)USE OF#12 OR#13 REQUIRES 6 17317 617317 FRAME HEADIJAMB ADD-ON 53 61816C20 SCREEN CLOTH MIN.#10 SMS OR 3/16"MASONRY 7 17304 617304 2-TRACK SILL 54 1725 1/2"X4"XI/16"SET.BLOCK,NEOPRENE 85+/S ANCHORS @ 24"MAX.O.C. 8 -17301 617301 2-TRACK SILL WITH SCREEN RAIL 55 1726 1"Xa"X 1116°SET.BLOCK,NEOPRENE ss+l-5 9 17307 617307 3-TRACK SILL 60 17325 617325 PANEL STILE ' 10 17310 617310 4-TRACK SILL 61 17326 617326 PANEL STILE(HEAVY DUTY) 11 17313 617313 FRAME SILL TRACK INSERT 62 17327 617327 INTERLOCK ADAPTOR 12 1 17315• 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 65 17328 617328 INTERLOCK SCREW COVER 14 17305 617305 2-TRACK JAMB 67 17329 617329 ASTRAGAL 15 17302 617302 2--TRACK JAMB WITH SCREEN RAIL 6B 17339 617339 HEAVY DUTY ASTRAGAL 16 .17308 617308 3-TRACK JAMB 69 17324 617324 TOP S BOTTOM RAIL 17 17311 617311 4-TRACK JAMB 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2" 71 1695 71695 1-112°X1"'X3/4"HIGH FIN SEAL DUST PLUGS 19 17319 617319 SILL RISER-BOX,FLUSH,1-1/2" 72 8153 78153X ITANDEM ST.STL ROLLER ASSY. 20 17321 617321 SILL RISER-FLAT,LOW,2-1/2" 73. 8153 78163N TANDEM NYLON ROLLER ASSY. 21 17318 617318 SILL RISER-BOX,LOW,2-11Z' 74 SILICONE DOW-791,899,983,995 OR GE-7700 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-114" 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 76 7103ZXlFPFX #10.32X1"FL SS SCREWW/TYPE"F"TIP 23 17354 617354 SILL RISER-BOX,MEDIUM,3-1l4° 77 7103239- 10-32 STEEL ZINC U-NUT 24 17323 617323 SILL RISER-FLAT,HIGH,4" 79 17357 617357 1°IG BEAD 25 17320 617320 SILL RISER-BOX HIGH,4" 80 17359 617359 7/16"BEAD/FVED PANEL CLIP 26 17333 617333 POCKET P-HOOK B1 17360 617360 9/16"BEAD 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 82 1224 6TP247K VINYL BULB WEATHERSTRIP 28 17334 617334 POCKET P-HOOK MOUNT 83 61745 1745 LOWE INC,1/2"X 1116'SGL SIDE ADH.TAPE,POLYETH. 29 17335 617335 P-HOOK COVER 100 8082 46052 ROLLERADJ.HOLE PLUG 30 17348 617348 POCKET P-HOOK FOR BOX RISER 101 72087 JAMB BUMPER PRODUCT REVISED 31 17378 617378 135 CORNER 102 1696 71696 DUST PLUG as complying with the Florida 103 8186 78186X I'KEEPER Building Code 32 17376 617376 135 FIXED MOUNT 104 653 7SDKEEP SCREEN LOCK KEEPER NOA-No. 20.0429°09 ITEMS 40-53 ARE SCREEN PARTS: 105 17344 617344 FDED PANEL CLIP-S°LONG Expiration Date:0 2/1 712 0 2 5 40 4319 612258 SCREEN SIDE RAIL-LOCKS11LE 106 17352 617352 FIXED PANEL RETAINER-9116° By;_1 P -7 I-f'4 .L. 41 7LOCKWGSK SCREEN LOCKSET 107 1 1739 71739 HANDLE KIT-INTERIOR RAISED WITHTHUMB TURN Mlaml-Dade Product Control 42 41818 SCREEN KEEPER SPACER SET 10e 1 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 43 8152 68152 SCREEN INTERLOCK ADAPTER 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN 44 4428 64428 SCREEN DOUBLE INTERLOCK 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 45 4317 612256 SCREEN TOP RAIL Ill 710X34PPSDAX#10 X3/4°PH.PN.WK-S.S, 112 1235 67S16 WSTP,.270 X.170-FIN SEAL 46 4318' 612257 SCREEN BOTTOM RAIL 113 1712 64066 .187°X.230".FINSEAL TABLE 5: 114 71OX115PPX #10 X 1-1/2° Material Min.Fy Min.F. 115 710)(PPT #10 X 1" `11 l 1 I I I I I,Ill #12 Steel Screw 92 ksl 120 kal 116 720XiX #14-20 X 1"S.S. #7216-8 Screw 60 ksl 95 ksl 117 - 720XI= #14-20 X1-1/2"S.S. LiGENSF'Y/7CC'�i #12 410 Screw 90 ksi 110 ksi 118 17336 017336, 90 DEGREE CORNER RECEIVER Q-: 1/4"DeWall/Elco Aggre-GalorO 57 ksl 96 ksl 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL No.58705 1""ElcoO Wal UIIreCan® 155 ksi 177 ksl 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL — .1 *— 1/4"DeWall U1traCon+tD 148 ksi 184 ksi 123 17352 617352 FDtED PANEL RETAINER,7/8" 1/4°410 SS DeWalUElco CreleFlex® 127.4 ksl 189.7 ksl •, L// - �L 6063•T5 Aluminum 16 ksi 22 ksl SYA E O A38 Steel 36 ksl 58 ks1 10VE N.VENICEFLYDRi ��(� •••:cLORIDA..'•_\� ` Gr.33 Steel Stud 33 kai AS ksi ly�1l,r9alsao PARTS LIST ��S \� a o m am�aam 'll/S'ONAL�N��` JR Z2620 D ADDED BACKBEDDING 8 MATERIAL PROP.TABLE REGISTRATIONW9296 SERIES 770 ALUM.SGD-LM IMPACT 11/111 1 1 0% wage/-o 01 ox�ae•o"e: - ® s'r`f+vd c s s 2 ft""N' aa: A.LYNN MILLER,P.E. JR 1o/fw N14 SaD-779 TS 0 a 22 1 PGTO130 D p.E.#58705 4 8.562" 0.080" YI 1.36" -�{ 1.872" 1.211" 1.505" 0.081"-L-LL = 1.019" 0.062" 0.081" 0.081' 1O2-TRACK HEAD to 4 TRACK SILL SCREE (6063-T6 AL) (6063 T6 AL) 40 STILE 6.198" 6.526" 6.198" 5.069" (6063-T6 AL) EJ]0.080" -� -I 1 - 1.045" 1Zi1" �5 r 1� .993' 0.062" 0.081" O2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 45 (6063-T6 AL) TOP RAIL (6063-T6 AL) 7.105" I 2-TRACK JAMB W! ( 6.221" 15 SCREEN TRACK�- 0.080" (6063-T6 AL) �I 1.36" 1, 1.505" 0.875" -J 1.993" 0.060' 0.061" O3-TRACK HEAD O2-TRACK SILL W/SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 0.081 SCREEN 48 BOTTOM RAIL 9.142" (6063-T6 AL) I 4.49" 0.081" 0.080" - PRODUCT REVISED 1 211" 1.505" 7.105" as complying with the Florida Building Code { NOA-No. 20-0429.09 0.081" 4-TRACK HEAD -1 O 9.141" Piratlon Date:02117/2025 6063 T6 AL 7 (TRACK SILL By,_15-7 1,4i, ( ) ---------���---��� (6063-T6 AL) Miami-Dade Product Control 1:514" 0.060" 0.062" .L-II 0.532" 0.760" 1.260" 777---- 1 0:060" } 1.990" L_ I 1.516" OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN ADD-ON 12 ADD-ON 1a END ADD-ON t6 3-TRACK JAMB X�YNN,y/�''�,,� (BOBS AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) �1GENgF'•.�(� i REQUIRES MIN.-910 SMS REQUIRES MIN.#10 SMS OR 3116"MASONRY OR 3116"MASONRY 17 4-TRACK JAMB =*; No.58705 SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL) 1070 TECHNOLOOYDRNE N.YEMM F1.34275 EXTRUSIONS �0,�•., �TATE dF tv, (811)480•1000 ' �` '•.'�CORIGP,•'' \�� R�R o zs2a NO CHANGES THIS SHEET REDISTRA7/ONM208 SERIES 770 ALUM.SGD-LM IMPACT ''o11 NAB 0mmer 4me clroma Lmia .. j�T s.`.ame am snee u..`oNo. ra.+: A.LYNNfE11LLpE�,�.E. JR 10/10/14 SC30.770 NTS 21 a 22 PGT0130 D P.E.#55705 i �I 0.718" � I 0.83" 11 2.3 3.802" 04" 1 0.752" � � 0.752" L y -1 0.574" 1.163" 0.885" "0.0s2 0.796" o.oao' o.osz" 0.264" 0.075" 0.233" 0.062" O5 FRAME 11 SILL 2s P-HOOK 23 P-HOOK MOUNTING 29 P-HOOK SCREW 3o P-HOOK FOR BOX RISER SCREW COVER OTRACK O OADAPTOR COVER 0.080" (6063-T6 AL) (6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4" .155" 4" 2.30" � 111.870" 0.080" 1.739" +j 0.830' 0.062" 0.133" � -y 1.303" 1.600 1.600 0.082" .080" I I 1.888" 016" 2.44" F.- 3.126 Imo-•3.125" 0.325 1.974" 0.062" O O O O IN� INTERLOCK WCO 31 135"CORNER 32 135"FIXED MOUNT so STANDARD STILE s1 HEAVY DUTY STILE s2 55 (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063 T6 AL) ADAPTER SCREW COVER (6063-T6 AL) (6063 T6 AL) 3.979" 3.979" �+--- 4.125" 0.075" I 1.050" 1.0501, 01.0501, 0.075" 1.646, 1.845" 0.062" 1.304" 289" .611" .485" .045' 0.125"" � 0.281" Fes---• 3.25" --�i .045" �+ .045- s7 STANDARD ASTRAGAL 69 HEAVY DUTY ASTRAGAL 89 TOP/BOTTOM RAIL 79 GLAZING B0 7116"GLAZING 81 9/16"GLAZING O O O BEAD(I.G.) @BEAD,FIXED OBEAD PRODUCT REVISED (6063 T6 AL) (6063-T6,AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP 6063-T6 AL as complying with the Florida ( ) Building Code (6063-T6 AL) NOA-No. 20-0429.09 1.003" 1.03" Expiration Date:02/17/2025 BY:-1sr-x I.Gb."a. 4' 5.621" Mlami-Dade Product Control 7�� � 0.080� 0.050" toy FIXED PANEL CLIP 0.709" 2.893' E0.133"J-f7l.41E98" 0.133" (6063-T6 AL) 1.498" .550" -►I 0.863 I 0.080" 0.709" 123 FIXED PANEL 5.621" �- 4" @RETAINER.7/8" 2 826° t20 90"INSIDE CORNER ASTRAGAL ���`%`NY LYNNti I'i/� 0.080" -'I (6063-T6 AL) 11s 90"OUTSIDE CORNER ASTRAGAL (6063-T6 AL) \�� ��6•'��GENS 'Ile, FIXED PANEL 8 90"CORNER RECEIVER (6063-T6 AL) :•' B ;F� 106 RETAINER.9/16" (6063-TEAL) _ No.5B705 , (6063 T6 AL) - 10707ECHNOLOGYDRAIE uwpa,: ••' �ITTAITE 0N.VENICE,FL3t27s EXTRUSIONS O off"-;� PtORIO JR °0 °"� REGISMAMONA¢M SERIES770ALUM.SGD-LMIMPACT _ ONAtE�G`\`` JR 032620 D NO CHANGES THIS SHEET. saw er III t� R JR 10110/14 �� ® SGIL710 NT.S 22 d 22 m P=130 D A LYP.E.#58705 P E