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Home My WebLink AboutNOA MIAMDADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION MAWAUM 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the.Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SGD-770"Aluminum Sliding Glass Doors w/900& 1351 corners—L.M.I APPROVAL DOCUMENT:Drawing No.PGTO130 Rev C,titled"Series 770 Alum. SGD-LM Impact",sheets 1 through 22 of 22,dated 10/10/14 and last revised on 11/22/19,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Renewal 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 no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#17-0420.12 and consists of this page 1 and evidence pages E-1,E-2&E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. 11LC� NOA No.19-1126.03 MIAM®UNTY FILE COPY � � Expiration Date: February 17,2025 Approval Date: January 09,2020 ��a`1� Page 1 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-5t11 Edition (2014), dated 01/30/15,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.19-1126.03 Expiration Date: February 17,2025 Approval Date: January 09,2020 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-51h 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°comers-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 1 through 22 of 22, dated 10/10/14, with revision-B dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Reference Test report on 1 Uniform Static Air Pressure Test,per FBC TAS 202-94 p ) � 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203794 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-51 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/901&135°comers-L.M.I., expiring on 02/17/20. 1 S kAn Ishaq L Chanda,P.E. Product Control Unit Supervisor NOA No.19-1126.03 Expiration Date: February 17,2025 Approval Date: January 09,2020 E-2 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Evidence submitted under previous approvals under file 917-0420.12 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-61h 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-61h 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° comers-L.M.I., expiring on 02/17/20. 4. New Evidence submitted 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 (6th 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. IS- 1A Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No. 19-1126.03 Expiration Date: February 17,2025 Approval Date: January 09,2020 E-3 SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: r Anchor Frame Min.Edge Min.O.C. M INCLUDING POCKETS & 90°/135° CORNERS Group Anchor Typo Member Substrate Dlctance eEmbedmentss Metaltal Thickness #1218-8 SMS, Southern Piro(SG 0.55) 9116' 718' 1.316' GENERAL NOTES (Fr-60 ksi,F.-95 ksi) 6063-T5 aconin sn 3/8" 9116• 0.09P 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. #12 410SS SMS, All A36 Steel 318' 9116' 0.050' 2 DESIGN PRESSURES: A (FY-90 ksl,F"=110 ksi) Or.33 Steel Stud 318" 8116' 0.045'(18 Ga) A'NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. Au Concrete min.2.22 ksi) 1-117 3• lave• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 114'Elco Aggre-Gatos Jambi P-hook Filled Block ASTM C90 2• 3 2' C,DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fr=57 ksi,F„=96 ksl Jamb I P-hook Hollow Block ASTM C901. 2"* 3" 1-114• 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS AU Southern Pine(SG=0.55 1' 1" 1.31E -PRODUCT. MATERIALS,INCLUDING BUT-NOT LIMITED TO STEEL SCREWS,THAT COME INTO #12 Steel SMS(Gr.5) Southern Pme(SG=0.55 3/8'Wlb11 1.99 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE B (min.of threads beyond An 606375 N ani" " 3 8' 916 0.090' CURRENT FLORIDA BUILDING CODE,FOR ANCHORAGE DETAILS SEE SHEETS 6-14. metal substrate) A36 Steel 318° 9116• 0.050' Gr.33 Steel Stud 3/8' 9116' 0.046'(118G _ 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4'Elco UftmCon& Ali Concrete(min.2.85 ksi) 1' 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C Fr=155 ksi,F„=177 ksl Jamb I P-hook Hallow Block(ASTM C90) V 6° 1-114' NARROW JOINT SEALANT. All Concrete(min.2.05 si) 2-112 4" 1.318- 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 114'Elco UltraCon® Jamb 1 P-hook Filled Block(ASTM C90) 2.112" 4' 1.314' WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Fr=155 ksi,Fu=' ksi Jamb 1 P-hook Hollow Block ASTM C90 2-112• 6' 1-1/4 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE D Head I Sill Concrete min 3.35 ksi 1' 4• 1314' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVI 114.410 55 Elco CmteFlaxe Jamb/P-hook Concrete(min.3.35 ksi) 1' 61 1-314' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER F,=127.4 ksi,F"='89.71 ksi Jamb/P-hook Hollow Block(ASTM C90) 2-112' 6' 1.114° CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. All Southem Pine SG=0.55). 1' 1" 1.318' 9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 KSI. 4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. TABLE B,SEE DETAILS ON SHEETS 4&5 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF.3 THREADS EXTEND BEYOND METAL SUBSTRATE. Glass Descdp0on(Listed from Extorhor to Interior) ANCHOR NOTES Typo G3 7/1E Laminated:(2)Liles of 3/16'HS Glass with.090•PVD lnterlayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY G3A 9116'Laminated:(2)Utes of 114°HS Gloss w h.090'PVB Imarlayer MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE G4 7118'Laminated:(2)Ules or 3118'FIS Glass lith.090'SG Interlayer DISTANCE AND SUBSTRATE REQUIREMENTS. ' G47 9/16'Laminated(2)Utes of 114'HS Glass wim.090•SG Intedayer G5 1'Laminsted I.G.:3116'T Exlerlor Cap+31B•Air Space+7116'Laminaled;(2)Utes of 3116'HS Glaos with.090'PVB Interlayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET. GSA 1'Lamineted I.G.:114'TExterior Cap+5/18"Air space+7116"Laminated;(2)Utes of 3116°HS Glass vAth.090"PVB Interlayer3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK. YHOl)UCT RENEWED GO 1'Laminated I.G.:3116'T Extedor Cap+318'Air Space+7116'Laminated:(2)Utes of 3116'HS Glass with.090'SG Interlayer . as complying wltb the Eksil° GSA 1'Laminated I.G.:114'T Exle for Cap+6116'Air Space+7116'Laminated;(2)Utes of 3f16'HS Glass vAth.090'SG Intedayer PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS BaWinB Code 1,1_1126-03 G7 7118'Laminated(2)Utes of 31E ANN Glass wth.090'e6'Nlerleyer INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS Acceptance No G7A 9116•Laminated:(2)Liles of 114'ANN Glass with.090"SG Intedayer DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS Exptret)a"Darc 1) OF 1'Laminaled I.G.:3116•T Extedor Cep+3/6"Air Space+7116"Laminated;(2)Utes 43116'ANN Glass wlIh.090'SG Interlayer (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER GOA 1'Lamnatedl.G.:114'TExtedorCop+5116'Air Space+7116"Laminsled:(2)Liles of3/1E ANN Glasawllh.090•SGlntedayer LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS tYfud hldael¢Milei• °ANN'=ANNEALED THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF, °Hs•=HEAT STRENGTHENED RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. 'T'=TEMPERED GENERAL NOTES.............1 .PVB...090'TROSIFOLO PVB BY KURARAY AMERICA,INC. 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS "S(3'=.090•SENTRYGLASPBY KURARAYAMERICA,INC. EXAMPLE CONFIGS..........2-3 REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES.......6-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS SEE TABLES 1,2 8 3 ON RATED FOR LARGE&SMALL INSTALL DETAILS..............12-14 NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, 1 1 I l l SHEETS 6,7&6 MISSILE IMPACT RESISTANCE ELEVATIONS.....................15,16 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY �� p1Y LYNry� PANEL!SILL TYPES.........17 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO �� '110EN0"' CODES I STANDARDS USED: CROSS SECTIONS............18,19THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE,IF _•• '•,(G� o2017 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST.......................20 02014 FLORIDA BUILDING CODE(FBC),5TH EDRION EXTRUSIONS.... SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED ,. No.58705 """""""'21'22 oASTM E1300.09 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED, _ — oANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION. v s OALUMINUM DESIGN MANUAL,ADM-2015 .(� (L1 oA1S1S100-12 1070TECHNOLOGYDRIVE �Q�'.• SATE O, ;'-((/\ onlsc3so-lo N.VENICE,FL34276 GENERAL NOTES AND MAP i (C '•.FCORIDI'.•'' �� (941)4ew6o0 - + a"wee CERT.oFAu7H,a29ase SERIES 770 ALUM.SGD-LM IMPACT �7/S�ONAL `E� ' JR 04NSM 7 C UPDATED TO FBC 2017,REVISED TABLES 1,Z 3 8 A ,, s.,,,. u+»aotin p�YI�/JIA11.LR.P.E. wawa aY mw cn"=way.Darn: e JR 10/10/14 SGD-770 NTS1 °t 22 PG T0130 C P.EJi 58705 CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 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 WIDTHrAWNOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION NOM.PANEL PER TABLES 1 1 PER TABLES WIDTH + 3 CAN BE OXXXp. s`f 90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION O 19 i � OF ANY 2 STRAIGHT CONFIGURATIONS. Jw Jc MAX.UNIT 7 / to to i°i 1%8° MAX.UNIT 13 19 14 t4 i z a 11 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT / 1a to 1 HEIGHT + / e N PER TABLES 1-3 / i�� PER TABLES 1-3 i q ::X"=OPERABLE PANEL, Q` a a`wy "O°=INOPERABLE PANEL, w I w "p"=POCKET POCKET I y POCKET I ti y—DETAIL LETTER Ir___l 1. ---, x w =WOOD OR METAL INSTALLATION 1-PANEL 1� 2-PANEL W"c"=CONCRETE INSTALLATION CONFIGURATIONS 1 CONFIGURATIONS + 13 �—SHEETNUMBER �—MAX.UNIT WIDTH � MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7' NOM.PANEL WIDTH NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.125" A nc 13 c PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" PER TABLES 1-3 + ,3 PER TABLES 1-3 3 3 1 I I 1 1 19 N, J N13 + + 14 74 MAX.UNIT c 1a 1a i o y o MAX.UNIT + 19 t +a + 14 I " HEIGHT 1s 1 i a ry HEIGHT PER TABLES 1-3 t i Y h w PER i�� I TABLES 1� / -14 1L aa / / I POCKET ti / % / POCKET 6y 3-PANEL CONFIGURATIONS v c 4-PANEL CONFIGURATIONS w P t•RODUCTRENEwPD 1 1 13 1 1 1 1 ----plyiag MM the flsi p Buiding Code Aaept-u No(9-1126.03 MAX.UNIT WIDTH MAX.UNIT WIDTH Expirauoa D.I;--- Zr A ey�I Sc, iII„ NOM.PANEL WIDTH 1ly AC,3 1w 3 1W NOM.PANEL WIDTH PER TABLES 1-3 vi,wp�PER TABLES 1-3 t 1 muml0sdc • I f lu� 19 42ya 1 1 19 1 1 14 14 I Q 19 1 1z 13 +s +s is 1a 1a i o MAX.UNIT +9 SEE MAX.UNIT c / ill Z3 HEIGHT / o o / NOTE HEIGHT , 10 3 19 19 19 9 / I l w w PER / 1g / 7,THIS PER TABLES 1-3 / / / / 1 2 TABLES 1-3 / 08 / SHEET. I // / / 1 rr 11,11117!, !� LYIVN POCKET i m 1 EXTERIOR 1• 1 \`a•��`O�icens __ 1— m F ltd 5-PANEL CONFIGURATIONS -J`w c Jw Pc 1 1 aNo.5B705 - CORNER,TYP. , 13 _ .� (OUTSIDE CORNER SHOWN, _ INSIDE CORNER SIMILAR) l 1070 TECHNOLOGYDRIVE �e1b''°'`' %O '. STATE�,CV�\ N VENICE,FL 34775pff EXAMPLE CONFIGURATIONS (941)4661600ra.. 'i tS ''•...... �` y. Fa+°wne: CERT.OFAUTH N1919BSERIES 770 ALUM.SGD-LM IMPACT JR 04/05177 C NO CHANGES THIS SHEET. e,.� a omn er: eam: en«xmer. aww,m�: six. we..ro"° A LYNNE FdILL�'A�P.E. JR ,0/70/!4 SGO-770 NTS 2 °1 72 PGT0130 aC P.Ett 58705 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',"Je,"Kw"OR"Kc"INSTALLATION. NOM.PANEL WIDTHw w ioCc EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 1 3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION -1`r---i CAN BE OXXXp. Jw J I 1 1 1 9 t 1s I 2)90"&135"CORNER CONFIGURATIONS CAN BE A COMBINATION IluI Eb o OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNITIA t9 1 --HEIGHT, 1 1 t / _ I 96"OR 120" is- 3)FOR NOM.PANEL WIDTH,SEE TABLES-1.3. OPEBLE PANEL, POCKtT i S y0"=WO PRABLE PANEL, "p" POCKET 6-PANEL CONFIGURATIONS F t DETAIL LETTER MAX.UNIT WIDTH x w"=WOOD OR METAL INSTALLATION 'c"=CONCRETE INSTALLATION NOM.PANEL WIDTH 1 9 SHEET NUMBER PER TABLES 1-3 —1\f--- Jw I DLO WIDTH=NOM.PANEL WIDTH-7" Qv s 1 19 t 4 to I � DLO HEIGHT=DOOR UNIT HEIGHT-10.125" 11L 1121 zm_ rLf� o O PANEL HEIGHT=DOOR UNIT HEIGHT-1.866° MAX.UNITQFT Kip-1 t9 1s y HEIGHT 19 PER TABLES 1-3 � POCKET � 7-PANEL CONFIGURATIONS 1 1 rRC•DUCT Rf--W ED �CmOptyjnU Re tat FIQOk 00(df.RCudt It II26.c3 MAX.UNIT WIDTH AtttPt00ct N0 E1111960o Qatt�y�J?�QG� NOM.PANEL WIDTH BY�L� `- ��-^� PER TABLES 1.3 Dade adCNYroS w J I 14 1 ff 19 14 1 lobo MAX,UNIT HEIGHT 1 s / PER TABLES 1-3 POCKET m 8-PANEL CONFIGURATIONS „ 1 , 19 = No.58705 Aura 1070 TECHNOLOOYDR/VE °ivp1 �i�.(`'•,•F�ORIOr••.• �� N.VENICE,FL 34276 EXAMPLE CONFIGURATIONS %�\s5, •..R •• -' \\ !941/480-1600 n , 'i///,,,/ON r �•: r+e.nw+e' CERT.OFAUTH.429286 SERIES 770 ALUM.SGD-LM IMPACT I I I 1 JR 04/05x17 C NO CHANGES THIS SHEET. s.rix.�w• smr su..e wew,c++a �' A LYNN MILLER,P.E. n..,wn er:nme: a,<a:,a r. 0me: 8 SGD•770 NTS 3 a 22 PGTO130 C P.E.#99795 JR 10/10/14 GLAZING DETAILS (G3, MAI, G4, G4A, G5&G5A) 7116"NOM, 7/16"NOM. 1"NOM. 3116"HS GLASS 3116"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 82 82 3116"T GLASS 83 EXTERIOR —� 314"NOM. EXTERIOR 314"NOM. 'f 3/4"NOM. GLASS GLASS 124-127 GLASS BITE SITE BITE EXTERIOR 80 t 80 a 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. 9116"NOM. 1"NOM. 3116"HS GLASS 114"HS GLASS 114"HS GLASS .090"PVB 090"PVB 090°SG 3116"HS GLASS- 1/4" LASS 1/4"HS GLASS 74 114'HS GLASS 74 5116"AIR SPACE 74 1/4,T GLASS 82 82 83 t'RODULT RENEW drD 3/4"NOM. 3/4"NOM. m complying with the Rarkk Dmwna Code EXTERIOR EXTERIOR 3/4'NOM. gcceptaaxNo I GLASS GLASS 124-127 G7 SITE BITE i GLASS E:pintton Dam BITE EXTERIOR � . 81 81 r 79 54 54 55 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A ILII .` X00 Ly 00 e�'��' ttGE1dSF•'l`�� GLAZING NOTES: No.58705 "ANN"=ANNEALED "HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS, _ n '•� "T'=TEMPERED �S «t (9 1070 TECHNOLOGY Q STATE OF "PVB"=,09W TROSIFO PVB BY KURARAY AMERICA,INC. tU "SG"=.090"SENTRYGLA?BY KURARAY AMERICA,INC. N.VENICE,FL 34275 GLAZING DETAILS %n '•. F OPIOy . �' �'" R011f0"'' CERT.OFAUTH.#29290 SERIES 770 ALUM.SGD-LM IMPACT JR 04/05/17 C NO CHANGES THIS SHEET 11 Wain 9Y: Da(": L'hocWM•.DUN: ® WONNIYtIa`,P.E. " JR 10/10/14 W.wwa+r.SG4770 NTS Q °'22 PGTO130 xC P.E.#58705 GLAZING DETAILS(G6, G6A, G7, G7A, G8&G8A) f l"NOM. 7/16"NOM. 1"NOM. 3/16"HS GLASS 3116"ANN GLASS 3/16"ANN GLASS- .090"§G— LASS.090"SG .090"SG 3/16"HS GLASS .090'SG 3/16'ANN GLASS 3/8"AIR SPACE 74 3/16°ANN GLASS 74 3/8'AIR SPACE--\ 74 3/16"T GLASS 3/16"T GLASS 82 3/4"NOM. EXTERIOR 3GLASS 124-12I 3/4"NOM. 124-127 GLASS a \, GLASS BITE BITE BITE / EXTERIOR a EXTERIOR rv-�//BO -i 79 79 54 55 55 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. y 3/16"HS GLASS 114 3116'ANN GLASS °ANN GLASS .090'SG , .090"SG 3116"HS GLASS .090"SG 3/16'ANN GLASS 5/16"AIR SPACE 74 1/4"ANN GLASS 74 5116"AIR SPACE 74 114"T GLASS 1/4"T GLASS 82 PRODUCE RENEW 4�1` 83 a mupyia;wltk tke FWdit Duldl,tg Code 314°NOM. Acceptance No\ct—l l2 L•e� 3/4"NOM. EXTERIOR " 314"NOM. Ec Intiva12x•1GLASS 12x•127 P p GLASS a BITE BITES Dy �CL. L,...,- EXTERIOR / MAMA D.&C �' EXTERIOR ' 81 79 a 79 i 54 55 55 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE 137A 1"LAMINATED I.G.GLASS,TYPE G8A NN �.•' UCENSF'•.�(�� GLAZING NOTES: '* No.58705 °ANN"=ANNEALED = - "HS"-HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. "T"=TEMPERED 10707ECHNOLOGYDRIVE"PV B=090oSENOTRYGUIS�BYKURARAYAMERECA,INC.C N.VENICE,FL 34275 GLAZING DETAILS ��s ."tORION.•''GN? "SG 19411480-1800 r"".: ///6) ........ Osw 2mnuv: CERT.OFAUTH.#21290 SERIES 770 ALUM.SGD-LM IMPACT , �, ANAL SJR 04/05/17 C NO CHANGES THIS SHEET. s.a.n�mr swa .s w.wro"> "'� A.LYNN MILLER P.E. n°"°oy:oaw cnxrwe.wm: ® SGD-770 NTS 5 w 22 IGTO130 C P.EJI 58705 JR 10/!0/14 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required, Maximum DP for all sizes: Sill Height to Max.(+)DP (for all approved configurations on Sheets 2&3) T +601.60 psf (Water Infiltration Rating) For comer astragal anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table 1A) Sill Riser Height Door Unit Height (Flat or Box,see (+)Design Table applies to Glass Types 3, 80' 84" 90" 96" Sheet 17) Pressure,psf 3A,5,5A,7,7A,8,&8A and63718'DLO 737/8"DLO 79.7!8"DLO 85.718"DLO Flush-1-112" see note 3 the Stile/Astragal Types shown Low-2-1/2' +46.67 below. Anchor Group Anchor Group Anchor Group Anchor Group Medium-3.1/4' +60.0 A B C D A B C D A B C D A B C D High-4" +60,0 ea II C4+1 +1 C4+1 +1 04+1 +1 +1 C4+1 C4+1 C4+1 C4+1 +1 C4+1 04+1 C4+1 C4+1 SEE NOTES 1-3 24" DLOJamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 --'P--hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 HeadlSill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C:4+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 8 8 8 8 8 8 8 8 8 8 45P-hook 6+7 6+7 8+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 9 36" 29" Jamb 1 8 8 8 8 B 1 8 8 8 B 8 8 1 8 8 8 8 1 8 1I ri DLO P-hook 6+7 6+7 6+7 1 6+7 7+8 7+8 7+8 1 7+8 1 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 7+8 OH LENGTH F� Head/Sill C4 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 C4+1 C4+1 Fd 42" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Z 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 C7+2 C4+2 C4+2 C4+2 0442 04+2 C4+2 C4+2 G1+2 _ OOI OH RATIO 2 1 48° 41° Jamb 8 8 8 8 8 8 8 6 8 8 8 8 10 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+6 7+B 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE 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 60.0 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 1-112"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" rRODUCrnENEWBD ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. es PIyl*withtMFJotlio 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= BuidingCode 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" Acceplaace No 1 4.03 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Expirartoa Datc 8(^ pEoa4f4 Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Assembly Straight Astragal Assembly 90*Astragal Assembly 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 \\7711111 r1111j'/ Inside •:.......; 6..d Corner Outside �� iCENSF••�(( Inside Corner Corner Parc#61(Stile) Part 461(Stile) 7k No.58705 Part#60(Stile) Part#119(Out.) — Part#60(x2) Part#60 Part#60 Part#60 Part#118(Corner Parts#31&#32 Part 461 = Part#67(Astragal) Part#120(In.) Receiver) (Corn.&Fxd Mount) S ATC O f07N.TVENICE,�342751VE i�s•'•'40RIor, •'•\�W� DPANDANCHORAGE (941)4801600 ,w: ��'7'00111101"'GNAL 6t','N JR 04105/17 C REVISED TABLE 1, CERT,OFAUTH.Y28296 SERIES 770 ALUM.SGD-LM IMPACT .. aa"v er. one cnerxea � a�crb. Fe.- A.LYNN MILLER,P.E. JR 10/10/14 SGD-770 NTS 6 22 PGTO130 C P.E#58705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601-60 Far comer astragal anchorage on 90'or 135°comer units,see sheet 11 (May be limited by Table 2A) Door Unit HeightTable applies to Glass Types 4,4A, 80 ea" 90" 98 102' 108* 114' 120" 6,6A,7,7A.8&BA and the 69-IB 660 73-718'DL 79-7/8"01.0 15•/B - 8 O 97-/B b O 1 18 LO 10 718' L StilalAetmgal Typos shown below. Anc or Group Anchor Group Anchor Group Anchor Group Anc or Group Anc or Group Anchor Group ocher Group A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D Hea II + +1 +1 +1 +1 + D4+1 + +1 +1 + 71 + + + + C4+ +i +1 +1 +1 -+ +1 + +t CA+ +1 ♦ + + +1 +1 24' �LrO Jamb B 8 a 8 8 B 8 8 8 8 B B 8 B 8 8 10 10 10 10 10 10 10 10 10 10 10 to 10 10 10 10 P-h0ok B+7 6+7 6+7 6+7 7+8 7+8 7+8 7+B 7+8 7+B 7+8 7+8 7+B 7+8 7+8 7+8 6+9 8+9 8+9 0+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 HeadlSill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4J1 C4+1 C4+1 C4+1 G+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 (:4+1 C4+1 C4+1 C4+1 C4N C4+1 C4+1 C4+1 C4N C4+1 C4+1 30" ALO Jamb B 8 8 6 B 8 8 8 8 8 B B 6 8 B 6 to 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 8+7 8+7 8+7 6+7 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 8*9 6+9 a+9 8+9 8+9 8+9 8+9 a+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 CA+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 G1+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 - -- - - 36" 0 Jamb B 8 8 B 8 B B 8 8 a 8 B 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 1D 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+6 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 94110[s+10 9+10 9+to 9+10 Head/Sill C4+1 04+1 04+1 04+1 C4+1 C4+1 04+1 C4+1 0411 Ci441 G1+1 C4+1 0.441F7- (".441 0411 04+1 C4+1 C4+1 04+1 0441 C4+1 C.4+1 04+1 0441 C4+1 CA+1 C4+1 0541 MC4+ 142' DLO Jamb B 8 a 8 8 B 8 8 8 8 8 8 8 B 8 10 10 10 10 10 10 10 10 10 10 10 10 12 a. P-hook 6+7 6+7 6+7 6+7 7+8 7+B 7+8 7+B 7+8 7+B 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 9+10 9+10 9x10 9+10g+1010 Head/Slll 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 G4+2 C4+2 CA+2 C4+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 +2Z 48' DLO JambB 8 8 8 8 8 8 8 B 8 B B 10 8 8 10 10 to 10 10 10 10 10 12 10 10 10 12 0P-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 8+9 8+9 8+9 6+9 8+9 8+9 8+9 8+9 9+10 9+111 9+10 9+10 8+10 10 HeedlSl11 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" DLO Jamb 8 8 8 8 8 8 8 8 10 8 8 8 10 8 8 P-hock 6+7 6+7 6+7 6+7 7+B 7+8 7+B 7+6 7+s 7+B 7+8 7+8 7+B 7+8 7+8 7+6 Not available in these sizes Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C48 C4+2 C4*2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 60' DLO Jamb 8 9 8 8 8 8 B 8 10 B B 8 10 a B 8 P•hook 6+7 6+7 6+7 6r7 7+B 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH= NOTES: NOM.PANEL WIDTH-7" 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, 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.(+)DIP OH LENGTH DOOR UNIT HEIGHT-10.125° (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) 3)4".3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" = PANEL HEIGHT= Sill Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (Flat or Box,see (+)Design DOOR UNIT HEIGHT-1.866° Lu POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17) Pressure,psf = 0o OH RATIO t 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS x p WtODUCPtYEN4WFFD Flush-1-112" seenote3 O ne.mplytnlc�hf,timiLrdjO NOT RATED FOR WATER INFILTRATION. BuWrtlt Co& Low-2-112" +46.87 26"U 3 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Expiration 19^I"( Medium-3.1/4° +60.0 Eaplredaa Date 1f 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. High +60.0 � 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE OH RATIO=OH LENGTH INSTALLED. SEE NOTES 1-3 OH HEIGHT Miami Va4eP uta Corte 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 Lockstlle @Jamb Straight Astragal Lockstlle @ 90°Astragal Lockstlle @ 135'Astragal Lockstlle @ 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 Inside Standard Astragal Outside Corner Outside Corner Corner LLL P�•`'�`��.•v..Insid ...... Corner Outs sde �1GENSF ornier Inside Corne ' I •'��(�'J Part#61(Stile) Part 461(Stile) _ No.58705 Part 67(Astragal) Part#119(Out.) Part#61(x2) Part#61 Part#61 Part#61 Part#118(Corner Parts#31&#32 Part#61 Part#67(Astragal) Part#120(in.) — Receiver)- (Corn.&Fzd Mount) --0 ; 1070 TECHNOLOGY DRIVE ooww'a,. �0�'•, ST TEO (V N.VENICE,FL 34175 DPANDANCHORAGE i�S •'4ORIOP,.•'G�� (941)490.1600 v x°°mran: CERT OF AUT#.#29295 SERIES 770 ALUM.SGD-LM IMPACT _ r71 rr 1 11�` JR 04/OY17 C REVISED TABLE 2,REMOVED EXAMPLE, c.;,."vas K a+°+re^'a A.LYNIJ MILLR,P.E. sco-no NTS s 7 a 22 PGT0130 C P.E.t158705 JR 1a1on4 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, 1.° 84' 90' 96" 102° 108- (Flat or Box,see (+)Design 8,5A,7,7A, 8&8A and the ____T9_-7T8_"DLO 73.71"D 79- "DLO 85.718"DLO 91.7/8"DLO 97-7/8"DLO Sheet 17) Pressure,psf StilefAstregal types shown below. Anchor Group Anchor Group Anc or Greup Anchor Group Anchor Group Anc or Group Flush-1-112' see note 3 A B C D A B C ,D A B C D A B C D A B C= A B C D Design Pressure +/- ps , psfr- PSTLow-2-1l2° +46.67 17' 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 Medium-3.1/4' +600 24" DLO Jamb 8 8 8 B 8 a 8 8 8 B 8 8 8 8 8 8 10 10 10 10 10 1 10 1 10 10 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 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 7+g 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+9 1 8+9 8+9 SEE NOTES 1-3 Design Pressure +1-90.Opsf +1.82,5 psf +/-T5.0 psf Z3' Head/Sill C4+1 I C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 I C4+1 1 C4+1 1 C4+1 I C4+1 I C4+1 I C4+1 1C4+1 04+1 C4 11 C4+1 I G4+1 C4+11 C4 C4+1 CA+1 +1 30' t DLO Jamb 8 8 B '8 8 8 8 8 10 8 8 8 10 8 8 B 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 1 6+7 7+8 1 7+6 1 7+13 7+8 1 7+8 7+8 7+8 1 7+8 1 7+5 7+8 7+8 7+8 8+9 8+9 1 8+9 1 8+9 8+9 8+9 8+9 8+9 Design Pressure +/--90.0 psf +1-82.5 psf +/-75.0 psf 29' Head/SIII 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 04+1 C4+1 C5+1 C5+1 C4+1 C4+1 L 36' DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 B 12 10 8 8 12 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+g 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 B+g 8+9 8+9 8+9 B+9 8+9 8+9 0+9 8+8 8+9 8+9 Design Pressure +/--90.0 psf +/-82.5 Psi +/-75.0 psf 1� :ENGH 35' HeadlSill 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 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 42' DLO Jamb 10 8 8 8 10 6 8 8 12 10 t3 8 12 10 8 8 12 10 10 10 12 10 10 10P-hook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 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 8+9 8+9Design Pressure +/-9DOpsf See Note A fow. +/-82.5 psi +/-75.0 psf 1 41' Head/Sill C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 CB+2 C6+2 +2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 CS+2 C5+248" DLO Jamb 10 8 8 8 12 10 B 8 12 10 B B 14 12 8 8 14 12 10 10 14 10 10 10 P-hook 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 +10 9+10 9+10 9+10 9+10 9+10 g+10 9+10 9+10 9+10 NOTE A:+/-90.0 PSF FOR GIASS TYP S ,4A,6,6A,7A, 8&8A; +/-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 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DLO WIDTH= NOM.PANEL WIDTH-7" 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. DLO HEIGHT= 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN rRODUCT RENEWED TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= d—Plf %tYtbe9WW. BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866' ArmpuneeNo 11-112403 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Eaplrntlsn Date�2 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, sy S� IST, 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. 1 Bllac1304de Pecdad OrUal THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 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 Inside OutsideCoe Corner 11t1111it11/// � f Inside Corner'I I Corner Outside `� 1�.''CtCENSF Corner Part#61(Stile Part#61(Stile ; No.58705 Part#61(Stile) Part#119(Out.) _ Part#61(x2) Part#61 Part#61 Part#61 Part# (118 Corner Parts#31&#32 Part#61 Part#68(Astragal) Part#120(In.) _ Receiver) (Corn.&Fxci Mount) ^�JO• ff .TE 1070 TECHNOLOGY DRIVE +m.�Cam: .T §ATE O N,VENICE,1134275 DP AND ANCHORAGE - %, igp'•F��RIDP,.•'' (941)4601600 r„� '/�l)/ NG,N CERT.OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT '///�NAIl I o%%" • JR r 04/05/17 ��C REVISED TABLE 3,ADDED EXAMPLE sn..�uoow� s,,,;,, au.e rn. ow xea m„w,r w� —er A.LYNN MILLER,P.E. JR 10/10/14 SGD•770 NTS a ^'22 PGT0130 C REN 59705 - NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (9)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH SEE"C5°CLUSTER DETAILS, 121 DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 REQUIRES'C6" SHEET 10 FOR INTERLOCK AX.O.C. POCKETS INTERLOCK CLUSTER,SEE THIS AND \ 48"NOM. DETAILS,SHEET 11 x SHEET SEE POCKET (10)P-HOOK 1-------- _ x x \ PANEL WIDTH x x x x 6'MAX JAMB MOUNTING _x x x x x x x x x x x INSTALLATION, ADAPTER—1 6"�' x x x x xxx x x x THIS SHEET ANCHORS MIDWAY 1 O 3"MAX. D &SHEET 14 BETWEEN P-HOOK I I 4 PAIRS F :�• ANCHORS&AT 3" '°i x_FRAME x xANCHORS -- -- - - :-- FROM TOP& 1 x-14 MAX,D.C. �oI- ANCHORS 96" (TOTAL 8 BOTTOM 'o I I i o UNIT 21" ANCHORS)' O HEIGHT O.C. PER JAMB 4.051" MAX.TO OPENING I®I x y n®=P-HOOK EDGE OF POCKET SEE I w n I O ANCHORS x (SEE JAMB ®� to"MAx,o.c. DETAIL INSTALLATION I01d Ips '0 DETAILS'Jc'&'Kc', j>. I®I o i m o=P•HOOK BELOW) END PANEL SHEET 14&PART I ® MOUNTING x ANCHORAGE DETAILS'J'&'K', j j j lol WMAX. ADAPTER x 24'MAX. (2 ANCHORS) SHEET 19 FOR ANCHORS x x O.C. P-HOOK L— 6' low—' z x x x x x xx xxx x SEND PANEL "+2" ANCHORS _J� _ ANCHORAGE END PANEL x' x. x x x x x x x x x x' 6"MAX. ANCHORAGE(SEE ANCHORAGE •� x' x X x x' SKETCH BELOW) +2• (SEE SKETCH BELOW) �.+2. ANCHORAGE ANCHORAGE CENTERLINE 8"MAX.,TYP. +2 AN OF PANEL 1 ANCHORAGE ANCHORAGE ANCHORAGE 2.04" 24'MAX, I EXAMPLE:5-PANEL 2 TRACK 90°OUTSIDE CORNER-pXXIXXO-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: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED I 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANEL ANCHOR EXCEPTION,('-I*ANCHORAGE ONLY): AS NEEDED TO ALIGN THE 7— 2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE TO NEXT EXTERIOR HEAD OR SILL IF A SPLICE CLUSTET QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: — 4"O.C.RTOBE 48" CENTERLINE OF 24'O.C,OR LESS 21. �- OCCURS AT THE P-HOOK: NOM < •I INTERLOCK HEAD&SILL:8"MAX.FROM FRAME CORNERS. — MAX, PANEL USE SPECIFIED CLUSTER FROM APPROPRIATE L._. O.C. rRODUCPRENlRV9b SEE ILS.CLUSTER TABLES,SHEETS 6-8 AT EACH INTERLOCK AND uc• pbbSwkktIm F7&r& WIDTH DETAILS,SHEET 10 LGMERLNEOEENOFANEL guidigCode I126•e3 FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY f AccW-mNo (9" PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR 5'64" EspU•tto•0.tcabr "+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24',OTHERWISE ANCHORS ARE NOT ADDITIONAL ANCHORS 24"O.C.MAXIMUM. REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: 3.5" 6"MAX. WxefDade tCmWet• 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 f72-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER END PANEL ANCHOR PAIR CENTERLINE CENTERLINE "C6°CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE • DETAILS,SHEET 11 FOR ASTRAGAL � (2 ANCHORS) 8• INTERLOCK ASTRAGAL • ' 4.051" I� 3.5" MAX. -011111111" �.`�pNY....... CENTERLINE CENTERLINE` CENTERLINE No.58705 EXTERIOR CENTERLINE °+2"AN OF PANEL 5 OF PANEL 3 OF PANEL 4 ' SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS `moi\ 1070 TECHNOLOGY DRIVE wnwa' %O�'•., SATE F� " N VENICE,FL 34276 ANCHORAGE SPA CING&EXAMPLE PLANS :,<<�,'••:`<ORIOP..•'•��'� (041)460-1600Fa�wrl �S�ONAL ANG�• r °�' x°wm,° CERUOFAUTN079200 SERIES 770 ALUM.SGD-LM IMPACT /7,fI �,�� ' JR 0J/OSH7 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. s,,,,H�," amie &>.a' w n"a a°"` A.LYNN UILLER.P.E. D.m+�er:1.&10/ m°: aeu°46r oo-ro: �' SGD-770 NTS 9 °�22 PGTO130 C P.E.#587D5 JR 10/10/14 ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. 2.04" INTERLOCK�IF NEEDED INTERLOCK-, CONDITION,USE INTERLOCK -SPLICE NEEDED 2.04" CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 3.5" 1.. E 16°DIAG. 7^ 7" a5' 21" 1.75" 4 DAG, "DAG MAX. O.C. EXTERIOR 2.04" 2' 11 2.04° 21" 5.64" MAX. EXTERIOR 3'511 7^ -r E%TJE1R,IOR 4"DIAG. 7„y EXTERIOR, XTE CRUOR " 3.5' O.C. 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL `� 2-TRACK FRAME HEAD/SILL 6'MAX. 1 a ASTRAGAL OR INTERLOCK cD ASTRAGAL OR INTERLOCK (70- ASTRAGAL OR INTERLOCK I 5.64" RACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6'MAX ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"CS") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR F4-TRACK ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORI-SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK--j NEEDED INTERLOCK CONDITION,USE INTERLOCK IF NEEDED2.04" EXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE 3.5" �E 3.5" - 3.5" 7„ ANCHORS MAYBE INSTALLED a1 21" EITHER IN THE EXT.OR INT. 2.04° 4"DIAG. MAX. TRACK(INT.SHOWN) 4.08" O.C. 2.04" NOTES: 1.ALL DIMENSIONS SHOWN ARE BASED ON MIN. EXTERIOR 7" EXTERIOR 74i44,08 4"DIAG. EXTERIOR 3.5" ALLOWED. �I 3.5" 6"MAX. 2.FOR HEAD OR SILL SPLICE ID 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL LOCATIONVANCHORAGE AT (10-ASTRAGAL OR INTERLOCK (a?ASTRAGAL OR INTERLOCK A 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,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR vRODLURENEWED e5 vmplylag with the Fbrhk FOR SPLICED BuldlnIlCodc ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE Acceptance No( -I I - 3 ff (FOR SPLICE CONN,DO NOT CONDITIONS ONLY: Expiration Date 2r INTERLOCK-.-IIF NEEDED INTERLOCK�i INTERLOCK+ CONDITION, 't CENTERLINE I CENTERLINE I CONDITION,USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION 1 75" C6"CLUSTER DETAIL) IF NEEDED — 1iWxt 3.5" 3.5" 3.5" 7" 3.5" 2.04" 4"DIAG. 2.04" 4"DIAG. 2.04" 2,04" 5.37"DIAG. "DIAG. } 4.08" 4"DIAG. o2.04" EXTERIOR EXTERIOR R 3.5" �� qV LYNN f— 3.5 \xa'LICENSE,��!!� 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 15 4-TRACK FRAME HEAD/SILL (M ASTRAGAL OR INTERLOCK (d,)ASTRAGAL OR INTERLOCK (al ASTRAGAL OR INTERLOCK F- No.56705 (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 p ; �'O`o TECHNOLOGYORIVE °10d'a'"`' STE VENICE FL 3.7276 ANCHORAGE,EXAMPLE CLUSTERS %�iC� FATE OF (941)480-1600 i CES ........... CERT.OFAUTH.#29298 SERIES 770 ALUM.SGD-LM IMPACT ////o/, ONAL E�%11 JR 04- '7 C NO CHANGES THIS SHEET .m..iaw.e mm,.u- 1 f nn"n#r. avre nwwey. ne7"• ® a LVNEX 587 5 P.E. . JR 10/10/-4 SGD-770 NT$ 10 22 PGT0130 C P.E.tt 58705 2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" "+1°ANCHOR INTERIOR INTERIOR 7" 4`DIAG. �?4"DIAG. 8.94°6.12" 6.12" 3.5" 3.5"INTERIORINTERIOR 7INTER'0 1 ° INTERIOR 90° 3. " 90 1 CENTERLINE EXTERIOR EXTERIOR 4'DIAG. q°D1AC,, OF PANEL 3.5° q° 3.5" 4" 3.5"° ° 4„ "+2°ANCHOR 2.04" - - EXTERIOR 2.04" 7„ 2.04" EXTERIOR 4, 2.04 7„ / -"- - - EXTERIOR - --- EXTERIOR- 8.94" _ _ _ __-_ _ _____ -_ _ __ _-_ 2.04" 4'DIAG. 90°CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3,5° (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTERI _ CENTERLINE ANCHORS ARE REQUIRED,"CO) ANCHORS ARE REQUIRED,"CO-) ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") OF PANEL 4.08" INTERIOR ®rl EXTERIOR4.08" "+1"ANCHOR `+3°ANCHOR 4" INTERIOR 3,5"90 7° 2.04" 4°DIAG. EXTERIOR.5" 3.5"4.08" 4.087„ 7".37" JAG. CENTERLINE CENTERLINE OF PANEL 3.5" 4° 4 OF PANEL 2-TRACK FRAME HEAD/SILL EXTERIOR 7EXTEINTERIOR ALS "+2"ANCHOR INTERMEDIATE ANCHOR LAYOUT EXTERIOR 90°CORNER 135°CORNER n VIEWS 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL V ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. rfiomcr RMEWED ' e."eompiylaC xll014e F7lISdo 6.12" Btddlag Code 112 INTERIOR INTERIOR 2.04' 03 _ Acapi�nce No 15- - 2.04" .12" 3.5 Exonflonprc obt EXTERIOR CENTERLINE 15 4" INTERIOR 5'88" OF PANEL BOBt!lp9D I INTERIOR 90° 3.5' 135° "+31 ANCHOR q^ 7" 2.04" �v 3.5" 4.08' 6.12" 4°DIAG. 6.12° 7' EXTERIOR ° \11111111/1� 2.04„ 3,5" 4" 4"DIAG. 3.5' 3.5" I �� N.. EXTERIOR T EXTERIOR 4' 2.04„ CENTERLINE . 90°CORNER 135°CORNER OF PANEL ��.. •�� 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL No.58705 ("CB"ANCHOR CLUSTER REQUIRED ('C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT /j AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) 0 : (//`` g NOTES: - 1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. o ,°e ' O STATE Or `CV f070TECHNOLOGYDRIVE �� 'cCOR1OP•,•'.•\`� 2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N.VENfCE,FL 34176 ANCHORAGE,EXAMPLE CLUSTERS tc IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. CER o}FAun+s1929e SERIES 770 ALUM.SGD-LM IMPACT)480-1600 %SS i�NAL JR 04N&17 1 C NO CHANGES THIS SHEET. sea✓u"ae swx s.�. a,.•.cx" "°�` A.LYNN MILLER,P.E. o."°mey:o.u: enoereoey.o°m: ® SGD-770 NTS 11 d 22 PGT0130 C RE.#58705 JR IW10/14 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EDGE DISTANCE: MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/16"' 2-1/16"' 2-1/16"• NOTES: EXTERIOR 1/4" --- 1/4" _ 1/4" 1.ALL DIMENSIONS a = MAX. - MAX. MAX. SHOWN ARE BASED SHIM EXTERIOR C �� SHIM EXTERIOR _ _ ) SHIM ON MIN.ALLOWED. 'I a — --_ a i 2.METAL OR WOOD EMBEDMENT: T SUBSTRATES MAY BE SEE TABLE A, J USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR 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 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD `DIAGONAL O.C.IS - ®w WOOD INSTALLATION ew WOOD INSTALLATION �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,)EETJNOTE 5THE METAL SUBSTRATE 1(114"MAX,) 1 (1/4HMAX.) � �� (1/4HMAX.)EET,� EXTERIOR T EXTERIOR tEMBEDMENT:SEE TABLE A,SHEET 1 2-1/16" 2-1/16"` a2-1/16" - - 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 1 EMBEDMENT:SEE TABLE A,SHEET 1 da 2-TRACK FRAME SILL 3-TRACK FRAME SILL E 4-TRACK FRAME SILL Dw WOOD INSTALLATION Ew WOOD INSTALLATION k_&METAL INSTALLATION EMBEDMENT:SEE 1•11000CT RENEWED TABLE A,SHEET 1y camptyloy.dth the FMAI BCwle 19•11 26.03 EMBEDMENT:SEE Ae c"PIAtaou No TABLE A,SHEET 1 EDGE DISTANCE: Eipiratioo Date b�` N SEE TABLE A, y k EMBEDMENT:SEE i I I METAL TYP., SHEET 1 y tCs�arg• TABLE A,SHEET 1 1 EDGE DISTANCE: SEE ANCHOR 2X WOOD l EDGE DISTANCE: 2X WOOD O SEE TABLE A, NOTE 4,SHEET 1 TYP.,SEE ANCHOR /1 SEE TABLE A, TYP SEE ANCHOR O'I SHEET 1 NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 _� 2-1/16"' / ' SMS ANCHOR TYP., 2-1/16„• SEE ANCHOR NOTES WOOD ANCHOR TYP., 2-1/16"' &TABLE A,SHEET 1 SEE ANCHOR NOTES WOOD ANCHOR TYP., I If 11 MIN.OF 3 &TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS r, &TABLE A,SHEET 1 BEYOND THE �`� 0�.. YAJIV7l EXTERIOR D EXTERIOR EXTERIOR METAL `��a •' �tcr q- •.��(��' 114"MAX.SHIM I+- RV SUBSTRATE V 114"MAX.SHIM -�I� jj 1/4"MAX.SHIM Imo- ti No.66705 2-TRACK FRAME JAMB E 3-TRACK FRAME JAMB 4a 4-TRACK FRAME JAMB Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION ' =� !/ ly .. 12: 1070 TECHNOLOGY DRIVE 1'�'•�we+: ��••, ?'ATE (U\ N.VENICE.FL 94276 ANCHORAGE DETAILS ��`''•.;�<ORtoP,.••'�� (941)480.7600 „ r F- 4 aewwa CERT.OFAUTH.#19296 SERIES 770 ALUM.SGD-LM IMPACT JR 7 C NO CHANGES THIS SHEET. a",,,,,ur,.". sem,,. v.. n.Weuy: en.uea .Dale: pA.LYNN M58705'P.E. SGQ770 NTS -12 d 22 PG70130 C P,E.p SR70R INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE TABLE A,SHEET 1 ON MIN.ALLOWED. A,SHEET 1 - 2-1/16 PER TABLE 2-1116"• PER TABLE 2-1/16° A,SHEET 1 A,SHEET 1 1/4" •DIAGONAL O.C.IS EXTERIOR ••. .• .. `' •.•, .• r MAX. MIN 4"(HEAD&SILL) 1 r _.—_�_ j r --. _ _ SHIM OR 6^(JAMB)SEE l - 1 DETAILS,SHEETS EMBEDMENT: 1/4" L 1/4" EXTERIOR O SEE TSABLE A, MAX.HEET 1 S �EXTERIOR SHIM `+J PROPERLY SECURED iX 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 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD ah 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION \,qcj CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5,SHEET NOTE 5, NOTE 5, 1(1/4"MAX.) SHEET 1� _ SHEET 1 I (1/4'MAX.) I (1/4"MAX.) _ EXTEERR[OR EXTERIOR EXTERIOR 2-1/16"' -- 2-1/16"'y CONCRETE 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 De CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE y 7•RODUCI RENEWED TABLE A,SHEET 1 os complying with the FL71& BuM.g Code `9-Ilzr•d'3 EMBEDMENT:SEE Ameptnna No TABLE A,SHEET 1 �I EDGE DISTANCE: EeplroAcn Dsteoll' PROPERLY SECURED EDGE DISTANCE: SEE TABLE A, � •l� EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., NLS '. SHEET 1 TABLE A,SHEET 1 —~ TYP.,SEE ANCHOR 0 SHEET 1 SEE ANCHOR NOTE 3, PROPERLY SECUREDEDGE DISTANCE: NOTES&TABLE A, SHEET 1 1X WOOD BUCK TYP., SEE TABLE A, SHEET 1 : 2.1118^' SEE ANCHOR NOTE 3, I SHEET 1 CONC./CMU ANCHOR 2-1/16 SHEET 1 TYP.,SEE ANCHOR CONC./CMU ANCHOR 2-1116"• PROPERLY SECURED NOTES&TABLE A. TYP.,SEE ANCHOR I 1X WOOD BUCK TYP., SHEET 1 CONCRETE NOTES 8 TABLE A, SEE ANCHOR NOTE 3, CONCRETE OR CMU t l I I 11117 CONCRETE SHEET 1 OR CMU EXTERIOR �' PER TABLE �� Y N EXTERIOR SHEET1 PER TABLE f��0"OCE,.N�9/ E I �OR CMU EXTERIOR �L A,SHEET 1 '5114-MAX.SHIM F+- PER TABLE �nn� A,SHEET 1 �,•' �1GENSF'•, A,SHEET 1 V 1/4'MAX.SHIM -� If No.58705 1/4"MAX.SHIM I� •, -�- 2-TRACK FRAME JAMB ah 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB Oc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETEICMU INSTALLATION :7J •, I I�ATE � U w"w0-:7070 TECHNOLOGYORIVE �0 '• 5 ,.'•%� N,VENICE,FL 34276 ANCHORAGE DETAILS �;<`S''•:°<ORIOP.••' ) 1941)460-1600 M. �'i`S��NAI I�\-` r: +� a+ +' CERT.OFAUTH.#29299 SERIES 770 ALUM.SGD-LM IMPACT //711 �� ' JR 04/06/77 C NO CHANGES THIS SHEET. e."..SGD arae: - a- __w ' 1 t 'jR" orr. cnwea a oau: tl A.LVN MILLER,P.E. JR 10/10/10 SGD•770 NT$ 13 22 PGT0130 ^C P.E1758705 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 INFILTRATION CONCJCMUILLUSTRATIVE o WOOD ANCHOR TYP., PURPOSES ONLY.SEE SEE ANCHOR NOTES ANCHOR TYP.,SEE EMBEDMENT: &TABLE A,SHEET 1 2s ANCHOR NOTES& TABLE A,SHEET 1 FOR SEE TABLE A, + TABLE A,SHEET 1 ALL APPROVED (ALSO SEE TYP. SUBSTRATES. SHEET 1 _ Zs ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE _ DISTANCE:SEE ocrERloR 3.SEE TABES 1-3, TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK 2s SHEET 1 ADAPTER CONCJCMU AND P-HOOK EXTERIOR MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., 11 ANCHOR TYP.,SEE SEE ANCHOR NOTES P-HOOKANCHOR QUANTITIES. CONCRETE OR ANCHOR NOTES&TABLE ALSO SEE EXAMPLE A &TABLE A,SHEET 1 EMBEDMENT:SEE ,SHEET1 (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 CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU NOTE 4,SHEET 1; EMBEDMENT:SEE ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE ANCHOR NOTES&TABLE A,SHEET 1 BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE 2s (ALSTA O SEE TYP.ET 1 EMBEDMENT: ILLUSTRATION(ALSO SEE ,SHEET 9) r1iODUCT RENEWED SEE TABLE A, ucomplyingwithtkeploa b ILLUSTRATION, SHEETI1128/ BuwingCO& EMBEDMENT: SHEET 9) E SEE TABLE A, DISTANCE:SEE 1 SHEET 1 TABLE A,SHEET 1 1-1/4°MIN.EDGE DISTANCE ®y t t2Toaaa Hiam Dads Cwairt S30 30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE ANCHOR NOTES ANCHOR TYP.,SEEJ!? —/ a: &TABLE A,SHEET 1 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#19,#21,#23 OR#25, IY LYN11j7j i METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR ;�``�\0�• "' N/l/� (SEE TABLES 1A,2A&3A MOUNT MOUNT a•' LICEN3F '•<< (SEE TABLES IA,2A&3A Q FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY No.58705 1070 TECHNOLOGYORIVE N.VENICE.Fl.34276 ANCHORAGE DETAILS ;D,r'•. ATE o t� /941/480-1600 ny. ! ''•:�<ORIOA.•'' \� JRY 04/0587 R"Ca NO CHANGES THIS SHEET. CERT.OFAUTH.#29296 fiSERIES 770 ALUM.SGD-LM IMPACT , eY. .. cr°aaaer o.m V SGD-770 NTS s"14 a 22 PGTO130 C p!d59105ry JR 10/10114 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH HEADER DETAIL W, MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3 DETAILS'A11 &'Ac', WIDTH INTERIOR SHEETS 12&13 NOTES: EXTERIOR 1)SEE SHEET 17 FOR INDIVIDUAL -1 PANEL CONFIGURATIONS AS 90' APPLICABLE.SEE DP/ANCHOR PANEL F'AS' TABLES,SHEETS 6-8 FOR MAX. PANEL TYPE PANEL CORNER DETAIL'N2', -- PANEL HEIGHTANDWIDTH.SEE TYPE QS' TYPE SHEET 19&CORNER q' K' ANCHORAGE SHEET 11 - — SHEETS 18&19 FOR SECTION NOM. MAX.UNIT DETAILS AND SHEETS 12-14 FOR MAX. PANEL MAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL WIDTH TYP. j DLO PER M',SHEET 19 2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR EACH LOCKSTILE,LOCKING INTO NOTE 2 TABLES 1-3 1-3 KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. a JAMB DETAIL'G3',SHEET 3)PLEASE SEE APPLICABLE X 18;INSTALLATION DETAILS ASTRAGAL&INTERLOCK X X 'Gw'&'Go,SHEETS 12&13 COMBINATIONS PER DP/ANCHOR TABLES. DLO WIDTH=NOM.PANEL WIDTH-7" 90, SILL DETAIL-D',SHEET 18;�' 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 r-HOT-MELT BUM STRUCTURAL SILICONE SILICONE STRUCTURAL FOAM--\ 3/16'NOM. BY OTHERS POLYISOBUTYLENE 1!4'NOM. WITH WITH DESICCANT DESICCANT EXT.GLASS EXT.GLASS— #8 X 1" • #10 X 1-112" PH SMS r RENEWED PH SMS m maplyi mnply(ng vllh the FloT7ia INT.GLASS INT.GLASS BmIdingCod, Iq_ Acarptum No l C*mdoo Date 2 ,z4 KODISPACE 4SG TPS +zs SUPER SPACER@ NXT' Zmal Dadd FroWd LOW" ALUMINUM REINFORCEMENT POLYIS0. DESICCANT FILL AREA BUTYLENE 5116'NOM. PANEL CORNER FRAME CORNER 5116°NO j SEAL. \ SILICONE SEAL DETAIL DETAIL BUTYL& ROLL-FORMED DESICNT FOAM STAINLESS STEEL • EXi.GLASS Part# Description Material EXT,GLASS 1 124 Kommeding 4SG TPS Spacer System � Y LYN/V 125 Quanex Super Spacer nXr with Hot Melt But See this N�r-i 8 Sheet for INT.GLASS INT.GLASS Qom: 126 Quanex Duraseal Spacer MaterialsNo. 127 Cardinal)L Edge Spacer tz6,DURASEALO SPACER +nz7J XL EDGE-SPACER _ r 58705 7,! REFERENCE TEST REPORTS:FTL-8717,8968&8970 -0•; 1070 TECHNOLOGYORIVH N.VENICE,FL 34275 ANCHORAGE DETAILS/EXAMPLE ELEVATION • 401110. (041)480-1600 i�S ...... JG�� r mo: CERT,OFAUTH.#29206 SERIES 770 ALUM.SGD-LM IMPACT ''�,S//1ONAL JR o4ro5M7 C NO CHANGES THIS SHEET. cmvuem: r,�m: a+,-w xa A,LVt�fb MII.�ER�A.E. ny: oars: cnacxa49 d JR 10110114 SCO-77o NTS a 15 22 PGT0130 C PEA 68705 CONFIG. EXAMPLES INTERLOCK DETAIL IFOR 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 IXED JAMB DETAIL'G2', ASTRAGAL HEADER DET DLO SHEET HEADER DETAIL W,SHEET 18; MAX. INSTALLATION DETAILS'Aw'&'Ac', DLO SHEET 18;INSTALLATION DETAILS'Li'& 18;INSTALLATION DETAILS WIDTH JAMB DETAIL'G3',SHEET DETAILS'GV&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13 SHEETS 12&13 TYP 18;INSTALLATION DETAILS SHEETS 12&13 (- 90° �'Gv/&'Gc',SHEETS 12&13 QU PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL p p 'R' 'L' 'D' W APE TYPE TYPE TYKE I2 I°9 INTERLOCK DETAIL MAX. CS' as. MAX. 'M',SHEET 19 T UNIT PANEL HEIGHT SILL DETAIL NOM. HEIGHT 90°OUTSIDE CORNER / / / DETAIL'N1',SHEET 19& WIDTH TYP. PER D',SHEET PANEL PER' MAX. PER SEE TABLES 18; MAX. WIDTHTYP. / SEE TABLES CORNERANCHORAGE DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1_3 SHEET 11 HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 INTERIOR �/ 'DW 12 '� NOM.PANEL 0 � X � 'DSHEETSTS d. EXTERIOR 4 &13 , X X X X WIDTH TYP. ' PER TABLES MAX.UNIT WIDTH 1-3 SEE FRAME&J MAX.UNIT WIDTH PANEL CORNER SILL DETAIL V,SHEET 18; MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE:90e OUTSIDE CORNER-XXIXX(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& "SHEET DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'& 1 L2,SHEET 19� INTERLOCK DETAIL'M',SHEET 19 'Ic',SHEETS 12&13� HEADER DETAIL'C',SHEET uHEADER DETAIL ( 1 l 18;INSTALLATION DETAILS J ETAIL'H2',SHEET P-HOOK DETAIL'J'& '13%SHEET 18; 'Cv!&'Cc',SHEETS 12&13 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12%SHEET 18;INSTALLATION 'HW&'Hc',SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 DETAILS'Bw'&'Bc', DETAILS'IW&'Ic',SHEETS 12&13 tuliucr RSNeweo SHEETS 12&13 ww,UplyjmW'IthtbcFlorhk I+— MAX.UNIT WIDTH Imo— MAX.UNIT WIDTH U.1ding Code I _ Acceptance No la_t(26.03, -- —j Evicetioo Dale; 2 r PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL BY TYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE g4iarlPSffia� Com, R, L, M, F, i M, F, F, P, c I MAX. MAX.UNIT NOM. a o' i NOM. UNIT / HEIGHT / PANEL / z n j PANEL HEIGHT PER j WIDTH TYP 'Q i / / I WIDTH TYP. / PER TABLES MAX./ /SEE PER / I SEE MAX. PER TABLES 1-3 DLO NOTE 2, TABLES 1-3 a i OTE 2, DLO TABLES 1-3 1-3 HEIGHT SHEET 15 i SHEET 1 HEIGHT X 0 X X X j III X I/ X X X O �r�O`,�GENSF 2J�``� I i EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18,J✓ EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; _ No.58705 a_ (3-TRACK,RIGHT POCKET)TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS Ew'&'Ec',SHEETS 12&13 Fw&'Fc',SHEETS 12&13 J ',�C f 1070 TECHNOLOGY DRIVE �*'aMO' Q•• TATE til ti �4U N.-aAaL—75 EXAMPLE ELEVATIONS °A 0410&17 cC NO CHANGES THIS SHEET, 00 CERT,OFAUTH.p20296 SERIES 770 ALUM.SGD-LM IMPACT /'7AION/9.lL.�S; PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER INT CORNER EXT CORNER INTERLOCK INTERLOCK BOX OUT BOX D 90 1 HANDLE 90 LHANDL 90 RECEIVER W RECEIVER 35 RECEIVER 35 RECEIVER STILE W!HANDLE BOX OUT BOX IN 90 RECEIVER TYPES OUT IN W/HANDLE WI HANDLE WI HANDLE WI HANDLE WI HANDLE WI HAND#8 #118 WI HANDL#31 WI HAND#L331 ® —.E= a12 all #118 a61 1181 a61!§ 061 SIE INTERLOCK F PP- K ,°L OUT ,�, TR TQ TC TA TV TW C SINGLE �r B E P A �C ur �aC IC SQ SC SA SV SW _ INTERLOCK--_ ---'- -- - - ---- —--- --- FIXEDS S // FD --FC FV FW STILE RR R (eaoun (BOX W) J WlHANDLE LOCKSTILE D M / (SOXOUT) (ooxiN) Lij ASTRAGAL BOX OUT LR PANEL NOTES: W!HANOLE (BaXOUT) 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL ASTRAGAL N 41NTERIOR RIGHT 2. ANE SIZES&D ESIGN PRESSURE. BTYPES NOT SHOWN OR CROSSED OFF W WIHANDLE LEFT J /0O'r'"� PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS )— ASTRAGAL T I I STILE DL__ STILE AND ARE NOT AVAILABLE. (� BOX OUT v 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES rfioxoun maxouT) (#61),CORNER RECEIVER(#1118)AND EITHER r ASTRAGAL [] T / / PANEL"E°SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(9119)OR INTERIOR(#120)CORNER Lu Box IN CJS' lJ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J (BOXwI rooxwl 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES 90 LOCK R T Cl IN LOORNER ER (#61)AND CORNER ADDON(#31). J W/HANDLE 0120 ---1 .232' W EXT CORNER SILL.RISERS OPTIONS 232° Z 90LOCKSTILE QT QS d W!HANDLE#119 y �I Iw• 232° EXTERIOR 062" rRODUCf RENEWED ,232�� EXTERIOR EXT CORNER 1 EXTERIOR a_' as complying wilb the Flod&+ 90 RECEIVER -CT CS EXTERIOR I -- •062• 4.055' 8 .062' 3.305' Buldin Code WIHANDLE #118 2.555°INT CORNER L�IQL Aeceptnnce No("�t0.I�/I(??��•'0l3 90 RECEIVE a61jir AT AS DF ou 4- 1.56 062" J� DYp,jS(`�� -`(+•-+ � WI HANDLER/#1718 ��I UUUU �D • EXT CORNER�/#118 /� SILL RISER,LAT• SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT 90 RECEIVER.! 1 CF 18'FLUSH,1-112" 29 LOW,2-1/2" 2z MEDIUM,3-114" 24 HIGH.4° EXTCORNER C 750• •750' 135 RECEIVER# VT VV VF / EXTERIOR W/HANDLE a61 750° EXTERIOR .062' INT CORNER 031 EXTERIOR 908 EXTERIORS •062' 4.055' 33 RECEIVER WT WS WF �'I � .062° WI HANDLE #61 tI .062' 2.555° Q �I 3.3105' p j 17°1 l,,! �LJ :�\��.•''�1GENS. 7Jj��i �. -loll �C-.•' F •.��c\�: 19°FSILL LUSHSER2 OJ' 21 LIOLwRISER,BOX 23 MEDIULL IME3-1l4OX SILL 25 HIGHRI�ER,BOX Na.56705 'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 I I �z I� ;��iz O,t;•., SATE F V 1070 TECHNOLOGYORNE PANEL TYPES �S,''•F<or,1o�..•'G�� N.VENICE.FL 34775 i (941)480.1600 CEI4T.OFAUTH.#19196 SERIES 770 ALUM.SGD-LM IMPACT r Pw.w°a: llllllllll\\\ JR 04/05117 C NO CHANGES THIS SHEET, o�or:oma: naxoaBr,ww: & •""""°"'� °"'°: s'u° a'wi°'°N0 °av� A.LYNN MILLER,P.E. JR 10/10/14 SGD-770 NTS 17 d 22 PGTO130 C REV 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH 60 OR 61 105 106 FULL LENGTH 14 i�a ioiRi 17 — OF JAMB 60 OR 61 14 L ® 5 G3 60 OR 61 16 5 G1 60 OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 6"LONG CLIP#105 WITH— OPERABLE FOR FIXED 9--- 2=Fl 105 WI RETAINER#106 ) so 113IDSPAN (SHOWN WITH PANEL PANEL CLIPFIXED PANEL TO LOCK PART SEE DETAIL G2 THE INTERIOR) EXTERIOR 103 113 75 8 107-11 103 FOR FIXED 5 EXTERIOR PANEL CLIP 112 16 17LL LENGTH G2 40 G4 600R61#10X3!4" OFJAMB SMS,X 3 2-TRACK JAMB 51 52 2-TRACK JAMB ,GEXTERIOR EXTERIOR IR EXTERIOR CLIP#80 OR#105 W/SCREEN vv vv 6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @50 (SHOWN WITH H1 (SHOWN WITH 6aHZ (SHOWN WITH 11 (SHOWN WITH I2 (SHOWN WITH FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 60 OR 61 MIDSPAN (sL THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR 10,EXTERIOR 2 112 3 4 45 5 113 5 113- /p 5 52 51 69 EXTERIOR 69 EXTERIOR 69 EXTERIOR 53 '' rRODUCP RENEWED FisrW SHOWN WITH 2-TRACK WISCREEN 3-TRACK 4-TRACK MAX.UNIT °9dL.9 �6w1�� ode OPT.SCREEN ®FRAME HEAD ® ® Bm4placeN I X126.03 A B FRAME HEAD 0 FRAME HEAD HEIGHT PER Acuptantx N. TRACK TABLES 1-3 Etpl dan Date 2 7 r BY aalsml c Carnes 53 69 69 69 EXTERIOR EXTERIOR 62 61 72 OR 73 � 72 OR 73 � 72 OR 73 46 1t 113 9 10 11 11 48 47 c 8 EXTERIOR 112 5 113 113 2-TRACK W/SCREEN 3-TRACK 4-TRACK KO FRAME SILL FRAME SILL FRAME SILL T: No.58705 _ -ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES _ 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. 1070 TECHNOLOGY DR/VE M. F� N.VENICE,FL 34275 VERTICAL SECTION DETAILS ' -<,,`��• F '•.� (941)480-1600 , %`�l <OR.... .. G .. r: ww: a",w c CERT.OFAUTH.1129296 SERIES 770 ALUM.SGD-LM IMPACT JR 04/0.1117 C NO CHANGES THIS SHEET. u,mm dr: naa cnao-:"u p.ml V sn..o a.,.,yrva A.ILYNN MILLit 'P'E. JR 10/10/14 s..SGD-770 e1VT$ 18 n 22 PGT0130 FC P,E.#58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR 5 4 61 113 116 26 26 7 30 11 113 27 63 26 27 63 103 62 111 63 60 OR 61 600R 61 600R 61 65 29 14 29 120 5 65 EXTERIOR 111 62 i.y EXTERIOR 111 62 90° - EXTERIOR - �v/ EXTERIOR INTERIOR EXTERIOR ®P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS (D INTERIOR ID j (EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY `r 90° LOCK PART 60 OR 61 LOCK PART LOCK PART 75&107-11 75 a tw-11 75 s 107-11 61 5 ®INTERLOCK M 14 113 _ 60 61 61 11B S 5 , 113 113 t1 'ITEM#61(HEAVY-DUTY 7MEXUTE:RIOR 7EXTERIOR EXTERIOR 7 STILE)SHOWN,ITEM#60 65 1t3 103 119 (STANDARD STILE)ALSO STANDARD ASTRAGAL#67 4a HEAVY-DUTY ASTRAGAL 468 90°OUTSIDE CORNER 90°INSIDE CORNER APPLICABLE,SEE TABLES LID 1 WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY STILES#61 N1 2-TRACK SHOWN W2-TRACK SHOWN 1-3,SHEETS 6-6 FOR (PSF)ASSOCIATED WITH EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES. (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 4 INTERIOR t'RODUCI'RENEWED os comptyieg With the FJDO& 31 LOCK PART Dui4fugCafe )cI 1(2[•03 _ 758107-11 Accepmece No 4 INTERIOR Eapirntioo Uate��y�{46Zy 5 5 4 INTERIOR 135° y 611ami Dade fodW Ccr�a4' 11 7 135° 14 5 61 32 103 61 - n V EXTERIOR 32 v 61 \ltllll11111 i/ LOCK PARTS 31 103 61 EXTERIOR 11 5 O•'�IGENS•rV 7 75 a 107-11 14 135°INSIDE CORNER 02 2-TRACK SHOWN 135°OUTSIDE CORNER _N-: No.58705 \Q1,/2-TRACK SHOWN S �a� •. `1 �U; ATE 1070 TECHNOLOGYOR/VE �4° 'T1 ' �` N.VENICE.FL 94276 HORIZONTAL SECTION DETAILS,CORNERS '.,C`S 40110'.'••••• (941)480-1600 \v�� CERT.OF AUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT �SON;;;;l� JRr 04105117 "°`C NO CHANGES THIS SHEET. 0.aun er:ome: cnw.°n er. p,ro; s`°10 '$°0°L --- R"' A.LYNN MILLER.P.E. JR 10110114 SGO.770 NTS 19 e 22 PGTO130 C REA 58705 Item PGT PGT# Description Item PGT PGT# Description NOTES: Dw .# Dw .# 1)ALL ALUMINUM=6063-T6 1 17306 617305 2-TRACK HEAD 60 17325 617325 PANEL STILE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 617328 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56.59,66,78,84-99, 3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 63 1225 GTP248 VINYL BULB WSTP.-111IN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 6 17317 617317 FRAME HEADMAMB ADD-ON 65 17328 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR 913 REQUIRES 7 173D4 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS OR 3116"MASONRY B 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @ 24"MAX.O.C. 9 17307 617307 3-TRACK SILL 69 j 17324 j 617324 TOP 8 BOTTOM RAIL 10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1.112'X 1"X 314'HIGH FIN SEAL DUST PLUGS 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL ROLLER ASSY. 13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLV DUAL LOCK W/LONG TRIM PLATE 16 17308 617308 3-TRACK JAMB 76 71032XIFPFX #10.32 X 1"FL.SS SCREW W/TYPE'F'TIP 17 17311 617311 4-TRACK JAMB T7 7103239 10-32 STEEL ZINC U-NUT 18 17322 617322 SILL RISER-FLAT,FLUSH,1.112" 79 17357 617357 1'r.BEAD 19 17319 617319 SILL RISER-BOA FLUSH,1.12- 80 17359 617359 7116"BEAD I FIXED PANEL CLIP 20 17321 617321 SILL RISER-FLAT,LOW,2.112" 81 17360 617360 9116'BEAD 21 17318 617318 SILL RISER-BOX LOW,2-112" 82 1224 6TP247K VINYL BULB WEATHERSTRIP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3.114' 83 61745 1745 LOWE INC,112'X 1116'SGL.SIDE ADH.TAPE,POLYETH. 23 17354 617354 SILL RISER-BOX MEDIUM,&114' 100 8052 48052 ROLLER ADJ.HOLE PLUG 24 17323 617323 SILL RISER-FLAT,HIGH,4' 101 72087 JAMB BUMPER 25 17320 617320 SILL RISER-BOX HIGH,4' 102 1696 71696 DUST PLUG 26 17333 617333 POCKET P-HOOK 103 8186 78186X 1"KEEPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 164 653 7SDKEEP SCREEN LOCK KEEPER 28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FRED PANEL CLIP-6'LONG 29 17335 617335 P4400K COVER 106 17352 617352 FDO:D PANEL RETAINER-9116' 30 17348 617348 POCKET P•HOOK FOR BOX RISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN 31 17378 617378 1135 CORNER '1 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 32 17376 617376 1 135 FNED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN ITEMS 4053 ARE SCREEN PARTS: 110 1732 76178 HANDLE KIT-RECESSED EXTERIOR PULL rRODUCT RENEWED 40 4319 612256 SCREEN SIDE RAIL-LOCKSTILE 111 710X34PPSDAX 410 X314'PH.PN.TEK-S.S. as C.-Ply nawllh the FT47tte1, - q 41 7LOCKWGSK SCREEN LOCKSET 112 1235 67816 WSTP,.270 X.170-FIN SEAL ACCC'PMove N"Code o I/^II�'O3 42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .1157-X.230"FINISEAL Pspiration Date 43 8152 68152 SCREEN INTERLOCK ADAPTER 114 - 71OX115PPX #10 X 1-1/2" 44 4428 64428 SCREEN DOUBLE,INTERLOCK 115 710XPPT 410X1" 6�is781 Dtltt.e 7�ael Co�tOt 45 4317 612256 SCREEN TOP RAIL 116 720XIX #14-20 X V S.S. 46 4318 612257 SCREEN BOTTOM RAIL 117 720XI IZX #14.20 X 1.1/2"S.S. 47 668 7SRAZ STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER 48 668 7SRAX STANDARD ROLLER-ST.STL. 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 FVED PANEL RETAINER.718" 51 1692 61692 SCREEN SPLINE-.165" 52 1694 61694 SCREEN SPLINE-.150" 1111111 53 61816020 SCREEN CLOTH �.�` 0 LYNiv 54 1725 V2 X 4-X 1/16"SET.BLOCK,NEOPRENE 85*/-5 �.�.•' ��/ 55 1726 1'X4'X 1/16'SET.BLOCK,NEOPRENE 85+1-5 ` ��,. 1,1GENgF No.58705 1070 TECHNOLOGYORIVE F -.V- Q•'• G.A?4E , ;' N VENICE.FL 34275 PARTS LIST �'�<<'• (941)480.1600 �y i,/31n••.,,•,....•'`G`\� r CERT,OFAUTN.429196 SERIES 770 ALUM.SGD-LM IMPACT 71 ONAt E , ' / JR 04/0577 C NO CHANGES THIS SHEET. a�a er oma• cn"a"a 4r oa:a• ® s.+.vvaea n+.+c..n a•, A L�rJ4 MIPt![Ji,P.E JR 10/10/14 SGO-770 NTS 20 >22 PGTO130 C P.E.#58705 -1. 5.069" 8.562" 1.36° 1.36" ° 0.080" 7 1.872"r 1.211' J_L _1[ 1.505" I Jl 0.081" 0.062" - 1.019" 0.081° O2-TRACK HEAD tD 4-TRACK SILL 0.081" SCREE (6063-T6 AL) (6063-T6 AL) 40 STILE 6.198" (6063-T6 AL) 6.198° 6.5265.069" - -- --- 0.080" tt 1.045°1.21 - - - - L_1j_j -11" 5" 1.993" 0.062" 0.081" O2 2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL L (6083-T6 AL) (6063-T6 AL) Is2-TRACK JAMB 48 SCREEN (6063-T6 AL) TOP RAIL (6063-T6 AL) 7.105" 6.221" 2-TRACK JAMB W/ 15 SCREEN TRACK 0.080" 1.505" (6063-T6 AL) -�( 1.36" 0.875' 1,211" I r- --�I 1.36" - 1.993]:::� 0.081" O3 3-TRACK HEAD O 2-TRACK SILL W/SCREEN TRACK 0.081" L 0.062" (6063-T6 AL) (6063-T6 AL) SCREEN 1jL=j 46 BOTTOM RAIL I (6063-T6 AL) 9.142" 4.49" - � 0.081" 0.080" YRODIIC!'REdEWFA 1.211" 1.505" 7.105" as comp fodeatlh the Fie" Acccphm.No 15-I l 2L•a3 9.141" Espira400 Date 2. 0.081" O4-TRACK HEAD O2-TRACK SILL(6063-T6 AL)AL) (6063-T6 AL) " 1,514" 0.061" 0.062" LI 1.260" 0.532" 0.760" 0.060" 1.616" 1.990" ,,u uIII OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN ` \JY LYNN /7 i CK JA ADDft0T6 AL) 12 (6063026 AL) 18 (6063-T6 AENDON 16 (60676 AL) B REQUIRES MIN.910 SMS REQUIRES MIN.#10 SMS _*: No.58705 OR 3/16'MASONRY OR 3/16"MASONRY t7 4-TRACK JAMB _ _ SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24'MAX.O.C. (6063-T_6A L) =�� a 1070 TECHNOLOGYDRIVE '�"' -�o �� 411� N.VENICE,FL 34275 ;C� '• R EXTRUSIONS {o Corta�.• G� (941,1460-1600 CERT.OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT ,7'ss ONAI.EP��'\ JRY OdPo5117 o"C N0 CHANGES THIS SHEET. �,. cn._ a,..ca� x°c a.wi ur:ov.: cmG.e a oa": A LYNN ASI"'WILE""P.E. JR 10/10/14 SGO.770 NTS 21 n 22 PGT0130 C P.E.ri 58705 0.718" -+ 0.83' 3.802" 0.752" 2.304" � 3.802" 0.752 0.885° 0.574" 0.796" 1.163"� 0.062" 0.080" 0.062" 0.264" 0.233" 0.062" 0.075" OFRAME SILL P-HOOK MOUNTING P-HOOK SCREW 5 tt - zs P HOOK 29 29 30 O P-HOOK FOR BOX RISER SCREW COVER 82-LL O - OADAPTOR SE- 0.080" (6063-T6 AL) (6063•T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL). 4" .155'.080 4" 2.30" 1.488" 1.739° � 0.080" 1+2 1.303" 0.830" 0 . 1.800 0.062".080" 1.870".016" 3.125" 3.125"1.974"244" INTERLOCK INTERLOCK 31 135°CORNER 32 135°FIXED MOUNT 6o STANDARD STILE st HEAVY DUTY STILE 62 65 (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" } 1050" -►I 1.050° 1050° LU0.075' J 0.075° 1.645''i4.125' 0.062" 1.304" 1.845" I 11 .289".045" .611" .485° 0.125" 0.281' F� 3.25" 045" .045" GLAZING 7/16"GLAZING 9/16°GLAZING 67 STANDARD ASTRAGAL 88 HEAVY DUTY ASTRAGAL s9 TOP/BOTTOM RAIL Te BEAD-rG 80 BEAD,FIXED, 61 BEAD rDODUCTRBNEWED (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL) m oamptyleg-9th Uc Fbrlh (6063-T6 AL) Datdiug Code 19^(!2 1.003" A.1t..N. Explatloa Date 0.050" 7" 0.080 1 5.621" 1)taad Lk Prudacl Coettnl � J. •. OX t05 FIXED 0.70 9„ PANEL CLIP2.A 1.498" 0.133° 1.498" 0.133' (6063-T6 AL) 80" .550" 0.863 1- 0.709" �--' 4" ttlltlilllr, 0.709" t23 RIXED PANEL ETAINER,7/8" 5.621" 120 90°INSIDE CORNER ASTRAGAL �\\��pNY•••Alive 0,080" �I (6083-T6 AL) 119 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) .•' OGFNSF•'• (6063-T6 AL) _ FIXED PANEL tts 90°CORNER RECEIVER = No.58705 108 RETAINER,9/16" (6063-T6 AL) (6063-T6 AL) Y � T 1070 TECHNOLOGYORIVE a.oMwc Q ST TE OF Cv N,VENICE,FL 34275 EXTRUSIONS �i� 'OCORIOP (841)480.1600 rm. %�`SS�•.......•.••rG�� 01 JRr 04/05/17 C° NO CHANGES THIS SHEET. CERT.OFAUTH.#28206 SERIES 770 ALUM.SGD-LM IMPACT �/,,ONAL Drown aY Dew: n°cen"0r. anin' co SsMUMMnI: sem.": rrro.° LVN�M�LLER,P.E JR 10/10/14 SGD•770 NT$ 21 m 22 PGT0130 C P.F-#58705 ProjectNme:ESTE D, Address: FENESTRATION SCHEDULE Project Name:ESTEP RESIDENCE-DP SCHEDULE 11000 S.Ocean Dr. Jensen Beach,FL,34957 PRODUCT APPROVED+/- REQUIRED+/- PRODUCT GLASS REQUIRED SPACING(PLUS CLUSTERS AS LMI, # TYPE/SIZE/ FASTENER APPLICABLE ON PRODUCT APPROVAL) SMI, MULLION MULLION ANCHOR #OF ANCHORS SIZE(In.) PRESSURES(pst) PRESSURES(pst) APPROVAL# SEPARATION TYPE/SIZE L+SMI NOA# SIZE(in.) TYPE/SIZE PER CLIPIMULL HEADER(in.) JAMBS(in.) SILL(in.) 1 142.00 x 80.00 +60/-60 +42.20/-46.33 19-1126.03 ALL TYPES 1/4'ELCO ULTRACON 8E240C 6E210C 8E240C L+SMI N/A N/A N/A N/A 2 142.00 x 80.00 +60/-60 +42.20/-46.33 19-1126.03 ALL TYPES 1/4'ELCO ULTRACON 8E240C 6E210C 8E240C L+SMI WA WA WA N/A mn M 0 O NOTES:REFER TO VALID PRODUCT APPROVAL FOR GLASS TYPE AND ANCHOR TYPE DEFINITION 'CONDITIONAL APPROVAL OF MIAMI DADE NOA BASED ON REQUIRED WIND PRESSURE ONLY.APPLICABILITY OF MIAMI DADE APPROVAL FOR FBC 2017 TO BE VERIFIED BY MANUFACTURER UNDER SEPERATE IFICATI Sic••. GENERAL NOTES: ENGINEERING - EN L. 1� 8 ENGINEER SEAL VALIDATES ONLY THAT THE LISTED INFORMATION MEETS CODE REQUIREMENTS.NO ATTEMPT HAS BEEN MADE TO VALIDATE OPENING SIZES, EXPRESS' - AND L EXISTING FIELD CONDITIONS,OR ACCURACY OF PENDING INSTALLATION WORK WHICH SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR,PERMITTEE, _ AND GOVERNING INSPECTING AGENCY OR MUNICIPALITY.THIS DOCUMENT IS NOT VALID WITHOUT A DESIGN PLAN SEALED BY THIS ENGINEER INDICATING PROPOSED - FBbfUBry ZO2O WINDOW LOCATIONS IN THE BUILDING.ENGINEER SEAL VERIFIES THAT LISTED DESIGN PRESSURES ARE PER CODE,AND THAT LISTED PRODUCT APPROVALS ARE 1W SW 12TH AVENUE SUITE HIS,DEERFIELD BEACH,FL 33"2 �1 VALID FOR EACH PROPOSED OPENING ONLY,INSTALLATION DETAILS TO FOLLOW PRODUCT APPROVALS AND ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION. PHONE(064)351-0661)FAX(aea)35aoaa3 ••. e into REFERENCED PRODUCT APPROVAL(S)SHALL SUPERSEDE THE INFORMATION CONTAINED IN THIS FORM IN THE EVENT OF CONFLICTS.THE LETTER"E"WITHIN THE -�•PE8232�' #9885..] 9885 •• ANCHOR SPACING COLUMN INDICATES ANCHOR LOCATIONS FROM FRAME CORNERS AND/OR INTERMEDIATE FRAME MEMBERS;THE LETTERS"OC"WITHIN THE W WW.ENGINEERINGEXPRESS.COM ANCHOR SPACING COLUMN INDICATES THE REMAINING(BALANCE)ANCHOR SPACING BETWEEN THE CORNER ANCHORS. ••• F�O f.\' /O L E� i GLA<ap7 SS Inc. i #1 1St Floor PGT SGD 770 142"X 80' #2 2nd Floor PGT SGD 770 142'X 80' Unit# 5-K (Interior Unit) Dov 00 o c� (Front of Home) s�V QUO 0 0 I FILE COPY PGT SGD 770 NOA#19-1126.03 Project flame: St.Lucie County License No.:11566 Scale:N.T.S. A Eitep Residence !4 �&r " P*wo"& loci oci 11000 s Ocean Dr 5 K 5570 S.E. Dime 11wy - Stuart. rt 54997 Janson Beach. El 549:57 (772) 286-0459 • gla"pfo$e"ionali@gmail.00m DESIGN NOTES: r2a)S oNAP.E. LLTL111� rtCCAO#9988S885 FLORIDA BUILDING CODE SIXTH EDITION(2017)ASCE 7-10 •., - Vult=165 MPH/Vasd=127.8 MPH(3 SECOND GUST),EXPOSURE-D',ENCLOSED ST IL JtE, RISK CATEGORY=II Kd=0.85 Kzt=1.0, Kz=TABLE 30.3-1, GCpl=+/-0.18 _ .��y 01.*. to 20 FLI qh=0.00256*Kz*Kzt*Kd+V'V BUILDING FOOTPRINT COW N MRHqh=3 GZONEGC A a�.M, MRH=3 ZONES)AS NOTED,ROOF TYPE HIP,ROOF SLOPE 14.040 PLAN VIEWLl EE -fT7:D O ma ' PRESSURES:NOT D BELOW .Z A INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS D c . u EB GENERAL NOTES: ;2�•. DT T I AL RIT a Ix BBA AL TETHER RAL 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE-SPECIFIC DESIGN PRESSURES FOR THE REFERENCED STRUCTURE FOA'1HE,E�PPE"" G,.G�. EET 1,THIS OF THE INSTALLATION OF GLAZED/NON-GLAZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS.NO[GTiRCA110N,E1fffMMMMMM MFFPt P OF DIGITALLY O EXPRESSED OR IMPLIED,IS OFFERED AS TO THE VALIDITY OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONCYT)'ITH IGNr F S:1 REMNNIN THESE PRESSURES UNLESS PRODUCT AND APPROVAL INFORMATDJNISSPECIFICALLY REFERENCED AND ADDRESSED HEREIN. /TTI 10tr FORIMT,&RAIN3ED 2. NO CERTIFICATION OR REVIEW 15 OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS.ALL EGRESS ISSUES ARE TO BE CORMS OP.........T ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL ANE NOT CONSIDERED BINNED NO 3. THIS URTIFICA71ON APPLIES TO THE STRUCTURAL PERFORMANCE OF THE SYSTEM ONLY DOES NOT INCLUDE THE CERTIFICATION 01 WATER AND ALLEN,IF THERE IS -- -" - "- -- --- - -- - - - - INFILTRATION OFFIRESAFETY. OIGITALSHEETTUPEONSHEETI 4. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS WORK R NOTIFIED THE - - CONTAIORTHIN SHEET DOES NOT-_ EXISTING FRAMING.IF ANY DEFICIENCIES ARE FOUND IN THE EXISTING MOST STRUCTURE,THIS ENGINEER SMALL BE NOTIFlED BEFORE COMMA AN ENGINEER'S CONTINUING CONSTRUCTION AND RESERVES THE RIGHTTO RE-INSPECT AND RE-EVALUATE DESIGN.NO WARRANTY,EITHER EXPRESSED OR ORIGINAL SIGNATURE B SEAL IMPLIED,IS CONTAINED HEREIN.SINCE ITIS NOT PRUDENTTO PERFORM DESTRUCTIVE TESTING AT THIS TIME,THE CONTRACTOR SMALL TNI$SnEET 15 A COPY DMFT. VERIFY DURING CONSTRUCTION THAT THE SUBSTRATE IS OF THE TYPE AND CONSTRUCTION THAT IS IN CONFORMANCE WITH THE INTENT OF FIT cT IF ANY DEFICIENTHE PRODUCT APPROVAL BEING UTILIZED WHICH MUSTBE SOUND FOR INSTALLATION OF THIS SYSTEM AND SHALL LM NOTIFY THIS ENGINEER ON 1SCTU IES OR ABNORMALITIES ARE OBSERVED. OF DOCUMENT CONSTITUTES ACCEPTANCE OF THESE TERMS. 5. 7 y� O SYSTEMS SHALL BE AS NOTED HEREIN.ALL REFERENCES TO EXTRUSIONS&INSTALLATION SWILL CONFORM TO THAT OF MANUFACRER'S PL 2 I, SPECIFICATIONS AS SUMMARIZED HEREIN. �{LL® In V 0 FLOOR 6. ANY JUNCTURE OF EXTERIOR PLASTER AND FENESTRATION PRODUCTS SMALL BE SEALED WITH A SEALANT COMPLYING WITH HAMA 600 AND ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION,AND ASTM C1281 OR HAMA 812 FOR THE 111 CJ J V°I N TYPE OF SEAIANTTO BE SELECTED WHICH IS OUTSIDE WE SCOPE OF THIS CERTIFICATION. LY IL V� 7. THE CONTRACTOR 15 RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. W LL N gI�La S. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVE STRENGTH OF 3D00 PSI U.N.O.AND SMALL BE MINIMUM].SX Il! O x^8 THICKER THAN ANY MEMBER EMBEDMENT.ALL EPDXY AND GROUT SHALL MEET OR EXCEED COMPRESSIVE STRENGTH OF THE CONCRETE AND Z R` yI;