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HomeMy WebLinkAboutProduct Approval ° ocpo. CP CA ,6,� haat of 10 Soo pSY V� o O � � � �t�Q cJ�3 X04;0 t� ,.t� �,�+3� �a�' t41 �• .obtu ©' b`11�a ° s ;lop ;P00; . a� 4Ni Vs tit IP gel" OCIO aS€ �t1' o C o �,, 4�1*0 �� 5 `3 aa`� ` 5 ` .40 of INP ol OP '� }s 0' oil ' to ox ols, , o • , o ° ot vo z C PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. . Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123-10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision 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 tinder NOA No. 09-0826.10) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 Manuel ere Product Contro Ex miner NOA No.15-1013.15 Expiration Date: February 17,2020 Approval Date: October 29,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3. (CONTINUED) 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-59931 FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-60289 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) 4. Additional Reference Fixed Window Test Report No.FTL-7897(Cardinal spacer), per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory,Inc. (Submitted udder NOA No. IS-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 01/30/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under prepious NDA No. 14-012&11) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. 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-5'b Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of- no financial interest, 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. I. approved on 02/12/15 and expiring on 02/17/20. Manuel P e ,P.E. Product Control x miner NOA No. 1 - 013.15 Expiration Date: February 17,2020 Approval Date: October 29,2015 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:Group Anchor substrate Frame Min.Edge Min. nt INCLUDING POCKETS &900/1350 CORNERS Concrete(mn,2.85kal aMember Efnbed b gant GENERAL NOTES 1 1/4•Elco I.Almcon Ungrouled CMU,(ASTM C-90) Jamb only 2.112' 1414' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. 1 Grouted CMU ASTM C80 min.2 kat rout Jamb only 2.112' 1314' 2)DESIGN PRESSURES: 1/4'Elco 410 3 S Concrete(min.3.35 kel) Head/sill/Jamb 1• 1.314' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 Creloplex Ungrouted CMU,(ASTM c90) Jamb only 24/2' 1.114• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T.Southern in. 6 kat) Hea oad/111 1• 1.335" 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114•Eloo Ulllscon grouted (min. 87 O- Hmb only 1• 1318' PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Un routed CMU A6SG 0.5 Jamb onl t• 1.114• WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 812,18-8 or410 P.T.Aluminum, Pine(3-7.0.85 HeadI3111/Jamb 018. .06 BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6.14. S.S.SMS, Aluminum,6063-T6• Head/SIIVJamb 316' 0.083• 4 SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min,it thmadsAn) steel,638• Head/6lafJamb 318• 0.050• Steel Stud,A853 Gr.33' HeedlSlWJamb 318' 0.0451' 6)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 keq HsadlSle/Jamb 1-112' 13/8' NARROW JOINT SEALANT. 114•Elea 18.8 B.S. Ungroured CMu,(ASTM C30) Jamb only 2• 1.1/4' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSVAF&PA NDS FOR Aggre-Gator' Grouted CMU(ASTM C"min,2 hot grout) Jamb only 2' 2' WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Pine SG-0.55 Head/sia/amb 1• 7318• 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG"0.55) Head/SIIVJamb oils, 13/8' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), #12,Ste SMS G5, Aluminum,8063.75• Head/SIIVJamb 3/8' 0.0631 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 (min.tt throadsrin) steel,A36• Head/SIII/Jamb 318' 0.050' FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A653 Gr.33' Head/810/Jamb 318• 0.0451• TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUB§TRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.693"MIN,EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL, EXAMPLE CONFIGS..........2-3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,6 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES. MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT ......8-8 INSTALL DETAILS..............114 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ELEVATIONS.........5........166,,18 PANEL/SILL TYPES,........17 TABLE B,SEE DETAILS ON SHEETS 4&6 CROSS SECTIONS............18,19 Glass PARTS LIST.......................20 e Description(Listed from Drtorlor to Interior) EXTRUSIONS.... ....21,22 03 7/18'Laminated:(2)Liles of 3118'HIS Close w4lh.o90•PVB Inledayer Approved u mmplyla`MW& G3A 6118'Laminated;2 Liles of 114'HS Glass With,090'PV8 Intede er Rollo g G4 7/18'Laminated: )Liles o13/16'HS Glass WIIh.090'SG Intedayer DESIGN PRESSURE RATING IMPACT RATING O1Q G4A 9116'Leminated: Liles of 1/4'HS uses with.090'3G Intedayer SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL a".t!.Dade utt G6 1'Laminated I.G.:3lte'TExledor Ce +318'Air Space+7116'Laminated; )Utea of 3116'He Glass vAth.090'PVB Interlayer SHEETS 6.7&8 MISSILE IMPACT RESISTANCE G5A 1'Laminated I.O.:1/4"T Exterior Ca +6116'Air Space+7118'Laminated:(2)Utes of 3118'HS Glass with.090'PVB Intede er n� GO 11 Laminated I.G.:3118'TExledor Ca +318'Air Space+7/16'Laminated; )Ules of3/10'HS Glass vAlh.090'SG Intede er GLAZING NOTES: 7 GOA 11 Laminated I.G,:1141 T Extorlor Oap+8118'AIr s ce+7/18'Leminoted;2 Liles of 3116'H3 Glass With,090'80 Intede er "ANN"=ANNEALED Mi 07 7116'Laminated:2)Liles of 3116'ANN Giese With.090'BG Intede er "HS"=HEAT STRENGTHENED �`��� ''ocEN8E'<<tQp'� GIA 9118'Leminaled:2 Liles of 114'ANN Glass with.090'SG Interlayer "T'=TEMPERED Q GB 1'Laminated I.O.:31161 TExledor Cap+318'Air space-+7116•Lemtnated;(2)Liles oi3He'ANN Glees with.090°301ntedayer °PVB"=.090'BUTACITE B BY KURARAY AMERICA,INC. = �' No.58705 GSA 1•Leminated I.G.:1/4•TExledor Cap+6116'Air Space+7/18•Laminated;(2)Liles 01`3118'ANN Glass with.090'SG interlayer "SG"=.090."SENTRYGLAnY KURARAY AMERICA,INC. / , SC 14=15 Awrazt. UPDATED(NTERLAYER MANUFACTURER, 1070 TECNNOLOOYDRNE GENERAL NOTES AND MAP %��'•, STA EOF N.VENICE,FL 34775 rrc -,�eis •.FLomDP,.•`��`�. E:: a. (wf}1�1600 SERIES 770 ALUM.SGD-LM IMPACT '��;S/OIVAt- �� _ XA. ,NN MILLEk,PE R 10/10/14 0� CERT.OFAU/M#29M ® SOD-770 NTS22 PO7b130 A P.E.#56705 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'."JO","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 t A PER TABLES 1-3 CAN BE OXXXp. - �f---� 7-- -'�.1'-- it i 2)GO"&135-CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. o MAX.j & MAX.UNIT a 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT i s PER TABLES I3 PER TABLES 1-3 110 g "X'-OPERABLE PANEL, I a I "O"=INOPERABLE PANEL, POCKET POCKET I y POCKETf—DETAILLETTER JIL W4"=WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL W"O"=CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONS L--SHEET NUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.1.86 PER TABLES 1-3WUINT PER TABLES 1-3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.868" 1 t as e I &I MAX.UNIT 9 MAX.UNIT 1HEIGHT 0 %) I HEIGHT 9 PER TABLES 1-3 E PER i a TABLES 1-3 POCKET j � � � � � � POCKET 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 3 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1.3 PER TABLES 1-3 dh ema I ApprovedeetomplylagwWas I � � FI"rlde id c t i�' MAX.UNIT SEE Noel " t t � I� o HEIGHT � $ � NOTE afl®mlo eeroduet MHEIGHTT t t9 to g PER 2,THIS PER TABLES 1-3 / y LYNIV 4f%.9 i s TABLES 1-3 SHEET. nr„ POCKET i j EXTERIOR a, � �•.•'�,.CENgF •.,,ir1 5-PANEL CRATIONS a\r J CORNER,TYP. Na•5s�o� ONFIGU p (OUTSIDE CORNER SHOWN, (,(- - INSIDE CORNER SIMILAR) `p'. (O „La I SOF .�U` SC 10/&2016 A NO CHANGES THIS SHEET 1070 rECHNOLOGYORNE EXAMPLE CONFIGURATIONS �c;,•.�!OR10P.•'•G\�� �11101tl4 ---' FL 34270 n1 '' s/CISERIES 770 ALUM.SGD-LM IMPACT ''w+»+awa¢ a� s x u*.hvN- -1, A.LYNN MILLER,P.E. JR CERT.OFALRH.p2828B_ SOO.770 NTS 2 °�22 PGT0130 A P.E.458705 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,"Jo","Kw'OR"KC"INSTALLATION. NOM.PANEL WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1 3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION . ---i CAN BE OXXXp. I 5 2)90°8135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT s i ffi OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, � s i �ffi 3)FOR NOM.PANEL WIDTH,SEE TABLES 1.3. 96"OR 120" / / / / / / Is "XI=OPERABLE I� POCKET "O"=NO ERABLEAPANEL, "l "P"=POCKET 6-PANEL CONFIGURATIONS DETAIL LETTER MAX.UNIT WIDTH ( "W'=WOOD OR METAL INSTALLATION ® "d"=CONCRETE INSTALLATION NOM.PANEL WIDTH a 3 SHEET NUMBER PER TABLES 1-3 DLO WIDTH=NOM.PANEL WIDTH-7" L"14 DLO HEIGHT=DOOR UNIT HEIGHT-10.126" .UNIT a im ILL PANEL HEIGHT=DOOR UNIT HEIGHT-1.888" EIGHT 1 3PER TABLES I-3 / / JL-LA2-IL 7-PANEL CONFIGURATIONS MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 -��J'--- 4sm 113N 121 I gpproetd u mmplyIng e11Y Ur 1 I FisrMle d C im ILL. Use r. MAX.UNITqv / o&e neAa - HEIGHTff / I °�" I tde Produel PER TABLES I-3 POCKET I � `�� 1,......., 8-PANEL CONFIGURATIONS r ' ' No. 0705 _ =v sc ONS ES NT oR LHVENICE, r4imsa•1600 SERIES 770 SGDI LMIMPACT I I s.iwat ser. 6nne ue.tora s.r A.LYNN MILLER,P.E. JR 0110714 a1� CERT.OFAUTN.M20B LkG. SGD-770 MTS 3 d 22 PGT0130 A P.E.#50705 GLAZING DETAILS(G3, G3A, G4, G4A, G5&G5A) 7/16"NOM. 7/16"NOM. 1"NOM. 3116"HS GLASS--\ 3/16"HS GLASS 3/18"HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS 3118"HS GLASS 74 3116"HS GLASS 74 318"AIR SPACE 74 3/18"T GLASS 62 62 — 63 GLASS a EXTERIOR 3EXTERIOR 3GLASS 14" 66 3NOM.BITE BITE GLASS BITE EXTERIOR 69 69 a 79 64 64 66 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. 3/16"HS GLASS 1/4"HS GLASS 1/4'HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS 1/4"HS GLASS 74 1/4"HS GLASS 74 5/16"AIR SPACE r314"NOM. 1/4"T GLASS 62 62 53 3/4"NOM. 3/4"NOM. EXTERIOR GLASS EXTERIOR GLASS 66 aBITE BITE EXTERIOR 61 6, a 79 64 54 Xppm! 1440mp09,"16 65 Floid g C Omk NOAg ml a 4"dott 1:2- 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A AY GLAZING NOTES: "ANN"-ANNEALED >o "HS"=HEAT STRENGTHENED sc ' "T`=TEMPERED "PVB"=.090"BUTACITE P B%Y KURARAY AMERICA,INC. "SG"=.090"SENTRYGLAnY KURARAY AMERICA,INC. ='c1 e „Z oSTAFE—OIS r SC 1002016 A UPDATED INTERLAYER MANUFACTURER �iO'C •'•.,FLORIOP•'' (j��� 1070 TECHNOLOOYORNE GLAZING DETAILS W_ Oft N.VENICE,FL 34770 �i< ftp (941H60-16WSERIES 770 ALUM.SGD-LM IMPACT �' mra„c r s",ti °"° w.wox. A.LYNN FdILLEK P.E. p JR 0110/14 CERT.OFAUM&9M ® soo-no lVTS 4 d 22 PGT0130 A P.E.069705 GLAZING DETAILS(G6, G6A, G7, G7A, G8& 138A) !"Nom. 7/18"NOM. 1"NOM. 3/16"HS GLASS 3/16"ANN GLASS 3118"ANN GLASS .090"SO .090"SG ' 3/16"HS GLASS .090"SG 3/18'ANN GLASS 3/8"AIR SPACE 74 3/18"ANN GLASS 74 3/8"AIR SPACE 74 3/16'T GLASS 3/18"T GLASS 82 83 83 3/4"NOM. EXTERIOR 3/4'NOM. 314"NOM. 66 GLASS G] GLASS Be GLASS BITE BITE BITE EXTERIOR EXTERIOR a a 79 79 65 64 65 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. 3/10"HS GLASS " 3/16"ANN GLASS - .0901,S .090G 1/4ANN GLASS .090"SG 3/16"HS GLASS .090"SG 3116'ANN GLASS 6/16"AIR SPACE 74 1/4"ANN GLASS 74 5/18"AIR SPACE 74 1/4'T GLASS 114"T GLASS 83 83 3/4"NOM, EXTERIOR GLASS 3/4'NOM. 314"NOM. BITE 56 GLASS a 6g GLASS BITE BITE BITE EXTERIOR aE%TERIOR 81 79 a 79 +#proved a eonpl7Lg wIN do. 65 54 56 FI.M. Id C Dat MOAa Mhml ill? 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A 9v 1 GLAZING NOTES: ;�� pN!,LYN .,,,•Mq "ANN"=ANNEALED ����.•''�ICFNSF''•.FT '� "HS"—HEAT STRENGTHENED 'T' TEMPERED = "f No.58705 ?Y "PVB"_.090"BUTACITE P B%Y KURARAY AMERICA,INC. "SG"=.090"SENTRYGLAY KURARAY AMERICA,INC. - /1 w"o9r. amr R =�pK srn•o�IS•'<V:� 6C 1Q/$/2015 A UPDATEDINMANUFACTURER f070TECNNOLOOYORNE _GLAZING DETAILS i/T^�' FIORIOI-" N.VENICE,FL 31275 SERIES 770 ALUM.SGD-LM IMPACT /1,/c/" NAI ;-O/Eloflig. sr.� uI�I 11�e A.LYNN MWLLER,P.E. JR 0.� CERT.OFAUM.#29296 ® SOD-770 NTS 5 &22 PGT0130 A P.E.g58705 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved Sill Helghtto Max.(+)OP configurations on Shasta 2&3) Maximum DP for all sizes:+801-60 (Water Infiltration Rating) For comer astragal anchorage on 90'or 135°comer units,see sheet 11 For be limited by Table 1A) Sill Riser Height Door Unit Height (Flat or Box,see re ure,p Table applies to Glass �„ B4• 90' 96' Sheet 17) Pressure,psf Types 3,3A,6,5A,7,7A,8 -718"DLO 7 8"D O 79-71W D O SSW DLO Flush-1.112' 1 see note 3 &8A and the Stile/Aetregal Anchor Group Anchor Group Anchor Group Anchor Group Low-2.1/2' +48.67 types shown below. 1 2 1 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Medium.3-114'1 +80.0 Head/Bill +1 + +1 + C4+1 + +1 + C4+1 + +1 + C4+1 + +1 C4+ High-N1 +60.0 24' DLO 8 a 8 8 8 a 8 8 8 8 8 6 8 8 8 S SEE NOTES 1-3 8+7 8+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+g 7+8 7+8 7+87+8 7+8 C4+1 G1+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C1+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" DLD 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 6+7 8+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 01+1 C4+1 C4+1 C4+1 C1+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+136" DLgO Jam8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 1I 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+8 7+8 OH LENGTH F�— Head/Sltl 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 G4+1 C4+1 C3+1 C4+1 CA+1 C4+1 C4+1 .42" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P hook 8+7 8+7 8+7 8+T 7+8 7+8 7+e 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 ro = Cij OH RATIO a 1 Head/SIII C4+2 C3+2 C4+2 C4+2 C1+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 = o 48" DLO Jamb 8 8 8 a 8 8 8 8 8 8 8 8 8 8 8 8 O P-hook 8+7 6+7. 6+7 6+7' 7+8 7+8 7+8 7+8 7+8 7+8 7+8 T+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3.1/4"SILL, 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4",3.1/4"AND 2-V2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY 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" ADJACENT DIAGRAM):THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, DOOR UNIT HEIGHT-1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Interlock P-hook Lockstlle @Jamb Straight Astragal Lockstlle @ 90'Astragal Loc st e @ 13S'Astragal Lockstlle @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal ♦ppmed u mnpl7iniwldr8k Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile FDuklurrd■ Id t Standard Astragal Outside C Inside Hopi Outside Corner et ml D■a roducr Corner If Y.. CornInsider out��d�e ( LYN4ci InsldeCor Corn `�:.• �,,Xr ''•F� Part 061(Stile) Part R61(Stile) Part#60(x2) Part#60 Part#60 Part#60(Stile) part#60 Part 8118(Comer Part#119(Out.) Parts#31&432 Part#61 'r Na.SD70S Part#67(Astragal) Receiver) Part#120(in.) (Corn.&Fxd Mount) — Rrm o,.>w>t :C).• sr ren /: 8C fauaA OCHANGES mISSHEEr f0707ECHNOLOGYORIVE DPANDANCHORAGE , '•..FLURIU?•''�� _ N.VENICE,FL P276s9 ;10/1d0/14 SERIES 770 ALUM.SGD-LM IMPACT /, / IJAL �(01fI80.1000 e� areaen„euxa"" A.LYNNh�ILLER P.E. °.w °MC CERr.oFpDi1L rz020e ® NTSB n22 PGT0130 A 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 For comeraelfagal anchorage on 90`or 135`comer unlls,see ohoet 11 (May be Ilmiled by Table 2A) TablDoor UNt Hel ht 4.4 ,6,6 ,7,7A.Gle &SATypes 84, B0" AAX&_chosr 102. 114• 720" 4,4A,8,8A,7,7A,8 8 t1A e•18'DLO 73.78' O 79. 8 DLO O 91.7/8"D O •/B'DLO 103.7/8'D O 09.78'DLOand thestile/Astregal types Anchor Group c or Oro nc r Groupoup nc r Grou nc r Gro Anchor roup nc r Ofoup shown below. 1 2 3 4 1 2 3 4 1 2 3 43 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 a SII C9*1 +1 +1 +1 + c4+t + + C4+ +1 +1 + +1E7* M C4N + + + C4+ + + CA+ +1 +1 + + ♦ 04+1 + 24` D1L70 am8 8 8 8 B 8 0 6 B 8 8 08 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 B+76+7 6+7 e+7 7+8 7+8 7+6 7+8 7+8 7+6 7+6 7+8 +8 6+9 8+9 8+9 8+0 8+9 8+9 8+9 6+9 9+10 9+10 0+10 9+10 9+10 9+10 9+10 9+10 HeadlSlll C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 CA+1 C4+1 C4+1 C4+1 +1 04+1 GN C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 c4+1 C4+1 CA+1 C4+1 04+1 C1+1 C4+1 30' 0�0 Jamb B8 8 B688868886 10 10 10 10 10 10 to 10 10 10 io io io 10 10 10 1-lwok 6+7 6+7 0+7 8+7 7+8 7+8 7+8 748 7+6 7+6 7+8 7+8 7+0 7+8 7+8 8+0 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 FleadIS19 C4+1 CAM C4+1 C4+1 CAM C4+1 C4+1 C4+1 C4+1 04+1 04+1 CAN CA+1 04+1 C4+1 C4N C4+1 C4+1 CA+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 CAN C4+1 CAN36' 29'DLO Jamb 8 B 8 8 8 B 8 8 8 8 8 8 0 B B 10 10 10 10 10 10 t0 70 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+B T+8 7+8 7+6 7+8 7+8. 7+6 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 6+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 HeadISIII C4+1 C4+1 CAM C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 CAN CA+1 04♦1 C4+1 GM 04+1 C4+1 C4+1 04+1 C5+1 CSN C4+1 C4+1 C5+1 CS+1 4T DLO Jamb 8 8 6 B 8 6 6 B B 6 8 B 6 B B 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 8+7 6+7 8+7 8+7 7+6 7+8 7+6 7+a 7+8 7+8 7+6 7+8 7+0 7+B 7*8 7+8 8+9 8+9 8+9 8♦9 8+9 6+9 a+9 8+0 9+10 0+10 9+10 9+10 9+10 9+10 9+10 9+10 Headl810 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 G+2 C4+2 G+2 04+2 C4+2 01+2 C4+2 C4+2 C4+2 C4+2 C1+2 C4+2 C4+2 04+2 GS+2 C5+2 C5♦2 C4+2 C5+2 C5+2 C5♦2 C5+2 C6+2 C6+2 C5+2 46' DLO Jamb 8 B 6 0 8 8 8 8 8 8 8 a a 8 6 B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-0ook 6+7 8+7 8+7 6+7 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 B+B 8+0 8+9 8+9 8+9 8+9 6+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 0+10 Fiead/9II C4+2 G+2 C4+2 C4+2 G+2 04+2 C4+2 G+2 C4+2 C4+2 C4+2 C4+2 G+2 C4+2 04+2 04+2 64' DLO Jamb 8 8 8 8 8 0 6 8 8 1 6 8 8 B B 0 B P-hook 1 6+7 6+7 6+7 6+7 7+8 7+6 7+8 7+8 7♦8 7+8157+8 7+8 7+a 7+8 8 7+8 Not available in these sizes HeedlSlll C4+2 C4+204+2 C4+2 G+2 C4+2 C4+2 CA+2 C4+2 C4+2 4+2 G+2 C4+2 04+2 +2 C8+2 80" p Jomb B 8 8 8 0 B 0 8 8 8 8 9 6 a 6 8 P41ook t1+7 8+T 8+7 8+7 7+6 7+8 7+8 7+6 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 + 7+6 NOTES: O= EXAMPLE ON SHEET 0 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114"SILL. DLO WIDTH= 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: NOM.PANEL WIDTH-7' POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX SIII Height to Max.(+)DP DLO HEIGHT= (NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A (Water Infiltretlon Rating) OH LENGTH �+- 3)4',3-1/4'AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' DOOR UNIT HEIGHT-10.126" SIII Riser Height SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX, (+)Design (Flat or Box,see w a PANEL HEIGHT POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17) Pressure,psf = 0 OH RATIO a 1 DOOR UNIT HEIGHT-1,866" AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Flush-1-1/2° see note 3 p01 NOT RATED FOR WATER INFILTRATION. Low_2-11/2 +46.te 4)SEE SHEETS 10.14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Medium-34/4° +60.0 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. High•4° +60.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE SEE NOTES 1-3 OH RATIO=OH LENGTH INSTALLED. OH HEIGHT THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&10 FOR ASSEMBLY DETAILS. Straight Astragal Lockstlle @ 90'Astragal Lockstlle @ 135'Astragal Lockstile @ Interlock P-hook Lockstlle @ Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal tpproved as c°mplyingwW ft Flortds Id g Heavy-duty Stiles Heavy-dutyStlle Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Date Inside NOAH Standard Astragal Outside Corner Outsideet smt de pr°dnel ehv a� Corner Corner insi InsldeCar� ner'II Corner `���C��1.4••1••.n�/zlF��. Corner Part 061(Stile) Part 061(Stile) 2 it Part 061(x2) Part 061 Part 061 Part 061(Stile) Part 961Part 11118(Corner Part 9119(Out.) Parts 031&032 Part 1161 %r No.56705 Part 067(Astragal) Receiver) Part 0120(In.) (Corn.&Fxd Mount) - - all- �= SC 1R/a2015 A OCHANOES THIS SHEET °"°Y� %'p•'' Ort f0707ECHNOLOGYDRNEDPANDANCHORAGE7 ' ti N.VENICE,FL 34275 Tr ,i�'Ci�•'••FLOMO�';.,`\�G\: 194fy+5o fads SERIES 770 ALUM.SGD-LM IMPACT .,S; easa+uis so+r au,e am+pre aw: A!CY (•{fy10R,P.E. R 10/10H4 or« CERT.OFAUM 0WO .1.71NTS 7 -22 PG70130 A P.E. 58706 TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below SIII Height to Max,(+)DP For comer astragal anchorage on 80'or 136•comer units,see shoat 11 (May be Ilmlted by Table 34) (Water Infiltration Rating) Door UNI Height F iser Height Table applies to Glass Types 4,4A, 80" 84° 90° 96' 102• 108° (+)Design or Box,aee pressure, st 6,6A,7,7A, 8 8 BA and the Stile/ •/8"OLD 8"OLO 7 "D O - 8 DLo -7l 97.718 heet 17) P Astragal types shown below. ne oramup Ane orOroup Anchor Group Anchor roup. nchor roup —Anchor sh-1.1/2° see note 3 1 2 F-3—F4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 w-2-112° +48.67 asl ressure +•90.0 s + s +• a um-3414• +80.0 �, 17° HeadlSlll C4+1 04+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 lgh-4° +80.0 DLO Jamb 0 8 8 8 B 0 9 8 8 0 8 8 8 0 8 a 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+9 7+8 7+8 7+8 7+9 7+B 7+0 7+8 7+8 is+9 0+8 g+9 6+8 8+9 8+9 8+g 8+9 SEE NOTES 1 3 Design Pressure +/•90,0 psi +/•82.6 sf +/•76.0 sf 30° 23' HeadlSlll C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+11104+11 s DLO Jamb a 8 8 8 8 0 9 8 8 0 8 0 8 8 a 8 10 10 10 10 10 10 10 10 4 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 6+9 8+9 g+9 0+8 0+9 B+B Design Pressure +/.90.0 psi +1.82.6 pat +/-75.0 pat st 29° HeadlSlll 04+1 C4+1 C4+2 C4+2 C4+1 C4+1 104+2104+21 C4+1 C4+1 C6+2 C6+2 C4+1 04+1 C5+2 C5+2 C4+1 C4+1 C6+1 C6+1 C4+1 C4+1 C6+1 C5+1 y 36° DLO Jamb 6 8 8 8 8 0 8 8 8 0 6 8 8 0 10 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+6 7+8 7+8 7+0 7+5 7+8 7+8 7+8 8+9 g+9 849 8+9 8+g 8+9 8+9 8+9 6+9 8+9 B+9 II Design Pressure +/•90.0pa1 +1.82.6 pal +/•76.0 pal OH LENGTH 1� 42° 36° HeetY3111 C4+2 C4+2 C4+2 C4+2 G+2 C4+2 C6+2 C6+2 C5+2 C5+2 C5+2 C6+2 C6+2 CS+2 C6+2 CS+2 C6+2 C6+2 C5+2 C8+2 C5+2 C8+2 C6+2 C6+2 lA0 Jamb 0 8 8 8 8 8 8 8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 P•hook 6+7 7+8 7+8 7+8 7+g 745 7+t1 7+8 7+0 8+8 5+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+8 8+9 8+9 8+9 8+9 = o OH RATIO 2 1 DesignPressure +/--90.0 psi Ses Note A below. +1.82.6 pat +/•76.0 pof s o 48° 41" HaadlSlll C4+2 C4+2 C5+2 C8+2 C4+2 CS+2 C6+2 C5+2 C8+2 C8+2 C6+2 C6+2 C6+2 C6+2 C8+2 CS+2 CS+2 C5+2 C8+2 C6+2 C6+2 C6+2 C8+2 08+2 0 DLO Jamb 8 8 8 6 8 8 10 8 8 8 10 8 ale 10 9 10 f0 10 10 10 10 10 10 P-hook 6+7 1 7+0 1 7+8 1 7+8 1 7+8 1 8+9 1 8+8 6+8 8+8 8+9 B+9 0+9 8+9 9+10 8+10 8+10 8+9 9+10 9+10 8+10 8+9 8+10 9+10 9+10 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,8,6A,7A, 8&8A; +/•87A FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH OH HEIGHT 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL,POSITIVE WATER = 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',3-191 AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2°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 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 1S&19 FOR ASSEMBLY DETAILS. Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Interlock P-hook Lockstile @Jamb Assembly Stralght Astragal Assembly 90'Astragal Assembly 135'Astragal F orad. dd ng lyingMU lru FloAda dd ng Lo t Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duly Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile oru �^ Heavy-duty Astragal Outside Corner Inside Ml�ml�cftoduc outside CornerCorner _ Inside ; 'pt�V Inside Cor Corner outside ,��,•'4�cEIJs,'' !F Corner F T Part 961(Stile) Part H61(Stile) Part 0119(Out.) Part 462(Stile) =3r Mo 60705 yr J- FPart 961(x2) Part 061 Part 961 Part q61 Part 0118(Corner Parts 931&032 Part 061 _ Part 960(Astragal) Part 0220(In.) _ ; Receiver) (Corn.&Fxd Mount) -' n to 015.. rC:: :. 1 BC 10/82015 A OCHAHGESTHISSHEET S'iAT•OF 'rL� N 10707ECUNDLOGYIIRPIE DPANDANCHORAGE %�F�;••..... ..!`.•';C,��� _ N.VENICE,FL 31276 m� SERIES 770 ALUM.SGD-LM IMPACT %S/OM/�1 /ef 1F+ao Tedd ear s,R.Way cars: r i l l 1 1 11 A.LYNN MILLER,P.E. n JR 10/10/14 Vasa, CERT.OFAUm.s7ezaa ® HOD•770 NTS 8 d 22 PGT0190 A P.E.a 68705 NO FRAME 7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER I AMB (7)P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10 SEE SEE"C5"CLUSTER SPLICE RED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C5°CLUSTER DETAILS, FOR ASTRAGAL NOTE, RIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C8" SHEET 10 FOR INTERLOCK24"MAX,O.C. KETS CLUSTER,SEETHIS AND 80"NOM. DETAILS,SHEET 11 x x SHEETEE POCKET (8)P-HOOK ------_ - PANEL WIDTH xx x x 6"MAX AMB MOUNTING x x x x x x x x x NSTALLATION, ADAPTER 8'Mme' ° x xxx xx x x x xxx HIS SHEET gNCHORS MIDWAY i i L 3'MAX. 4 PAIRS OF SHEET 14 BETWEEN P-HOOK il lANCHORS&AT 3" i 0 x=FRAME x x ANCHORS FROM TOP& i I I co ANCHORS 98" (TOTAL8 BOTTOM io 14• I i_i f o UNIT 21"MAX• ANCHORS) i§> MAX.D.C.' "Tii ° HEIGHT o'C' PERJAMB 4.067' .TO OPENING I ®I 14'MAX.O.C. n®=p-HOOK EDGE OF POCKET SEE i I 0 ANCHORS x x� p$ETAIL MB INSTALLATION irk' I®I Z DETAILS'JC'&'Kc', i� 10 m o=P.HOOK BELOW) END PANEL SHEET 14&PART ®� io i m MOUNTING ANCHORAGE DETAILS'J'&'K', i '0 1 j j , , 3'MAX. ADAPTER x x 24"MAX. (2 ANCHORS) SHEET 19 FOR 1$ �—l- I I ANCHORS X O.C. P-HOOK �-----8'MAX. low-� x x x "+2" ANCHORS x x x x x x x x x, x END PANEL ANCHORAGE END PANEL x' x, x x x x x x x x x x' 6'MAX. ANCHORAGE(SEE ANCHORAGE x' x xx x . x' .+2. SKETCH BELOW) (SEE SKETCH BELOW) ,�.+2. •+2• •+2• ANCHORAGE AN CENTERLINE 8'MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX. EXAMPLE 6-PANEL 2 TRACK 90'OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED I 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE 7— 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3.SHEETS 6-8: EXrERiO HEAD OR SILL IF A SPLICE 80" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 41 OCCURS AT THE P-HOOK. NOM. •I INTERLOCK APPROPRIATE TABLES,SHEETS 6.8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX, PANEL - SEE"C5"CLUSTER ASTRAGAL.LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. FOR INTERLOCK0C'0 19 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY +2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT ccvruanm°r 6"MAX. 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: " CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR 12-TRACK PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 8-8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR +PO ed ee`°mMyl°aw16 tic REQUIRES "+2"ANCHORAGE SEE"C6"CLUSTER END PANEL o`�' d s 1 CENTERLINE CENTERLINE "CB"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE neAa • DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) 8• e1 ml a Proded One INTERLOCK ASTRAGAL i • 4.051" 3.5" I_ MAX. 0T, • • ^• • • `\��O\4Y LYNN Al 77�, CENTERLINE CENTERLINE CENTERLINE = r No.56705 EXTERIOR ` OF PANEL 3 "+2"ANCHORAGE �OF PANEL 4 "+2"ANCHORAGE OF PANEL 5 /SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS �}'•, rn•e o•rRIMMY. s so NO RGESPACING&EXMPLEPLa1070TECHNOLOOYDRIVE NSftmby- �S•:';'\jJi v %���•'•.,rLpR�pP,.•'� `. N.VENICE FL 30276 r� �S�I(�••• •�``\�� �10/E10114t_- SERIES 770 ALUM.SGD-LM IMPACT ��, NAI`a.+osne,ex.. A.LY�I�J�MIL��Ii,, .E. JR CERT.OFAUTH.#20208 ® s0D-77o NTS 8 -22 PGTO130 A REM 58705 ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 8"DIAG. INTERLOCK+_IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK�`IF NEEDED 2.04" 2.04' CENTERLINE I CENTERLINE "C8"CLUSTER DETAIL) CENTERLINE 1.75" EXTERIOR-E7 8"DIAG. 3.5" ..- 7' 7„ 21" `ry^ 1.7b' 3.6" �-- f " DIAG. M' 3. MAX. 6 or O.C. EXT 2.04" j22.04" 2.04" 21" 5.84" MAX. E%TERIOR 3.5° EXT IR 4"DIAG. 7" EXT,EERIIO 7" 6 D.C. 2-TRACK FRAME HEAD/SILL v 2-TRACK-FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 8 MAX' 0 ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK 6.84" (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER FR TRACK. ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C8') FRAME JAMB . 8" ANCHOR PAIR 4-TRACK ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR I`SPLICE LOCATION "DIAG. FRAME JAMB INTERLOCK-4-IF NEEDED INTERLOCK CONDITION,USE INTERLOCK--f-IF NEEDED EXT ANCHOR PAIR CENTERLINE I CENTERLINE I C6-CLUSTER DETAIL) CENTERLINE2'04 -► 3.b 3.5" " 3.5" 7" ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT.OR INT. 2.04" 4"DIAG. MAX. TRACK(INT.SHOWN) 4.08" 4.08" O.C. I 2.04" 6.84" NOTES: 1.ALL DIMENSIONS SHOWN EXTERIOR EXTIE�RIIOR 7„ 4"DIAG. EXTERIOR P3.5" 3 6" �-- ARE BASED ON MIN. v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 8"M ALLOWED. Ca)ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK Ca)ASTRAGAL OR INTERLOCK 2.FOR HEAD SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB LOCATIONSIANCHORAGE AT ANCHOR PAIR P-HOOK SEE SHEET 0. ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,"CB") ASTRAGAL OR FSPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR (FOR SPLICE FOR SPLICED INTERLOCK IF NEEDED INTERLOCK�I (FOR SPLICE INTERLOCK+ CONDITION,DO NOT CONDITIONS ONLY: CONDITION,USE USE THIS DETAIL) SPLICE LOCATION CENTERLINE I CENTERLINE I " CENTERLINE C6"CLUSTER DETAIL) IF NEEDED 1.75" 3.6" •ppmrtducomplying will,dw . 2.04" 4"DIAG, 2.04" 4"DIAG. 2.04" Florldi al g Dak 2.04" 5.37 DIAG. 4"DIAG. NOAg 4Nl am tdt Prod.4 Ella uct 4.08" 4"DIA13 1 2.04" Dr. 3.5" \ \ LYNN EXTERIOR EXTERIOR 3,6" EXTEROR `� •��,•��GENSF `.f� �� 4-TRACK FRAME HEAD/SILL IG 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL Ca)ASTRAGAL OR INTERLOCK Ca)ASTRAGAL OR INTERLOCK 0D ASTRAGAL OR INTERLOCK x No.56705 i1 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"CB') ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION 1 TE ti � �Vmaaoa7rztsnAwOCNNGE3THI83NEEANCHORAGE, CLUSTERS f070TECNNOL00YCRNE so ' M VENICE,FL 51276e"+" •�,-/U wK /ee1N90.1600 SERIES 770 ALUM.SGD—LM IMPACT ,, PJ Wk I��E q� B _7 R'*A A.LYNN R P.E. JR 1Qw, cERT.OFAtlyH.#2929d ® SGD770 NTS 90 22 POT0130 P.E.0 58705 2,04" 2.04" 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN ?4-DIAG. 4"DIAG. 8.94" ARE BASED ON MINIMUM 6.17' 6.12" 3.6° 3.5" ALLOWED. INTERIO 7" INTERIO INTERIOR 2•DETAILS DEPICT ANCHOR INTERIOR _g 80° 3. " 1 ° 1 ° QUANTITY AND SPACING, EXTERIOR AND WOULD BE IDENTICAL AME EXTERIOR 4"DIAL. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. EXTERIOR 3.5' 4•. 3.5" 4, 3.6" 3 5" 4„ "+1"ANCHOR 2.U4" 4!- EXTERIOR ERIOR 2.04" 7" 2.04" EXTERIOR 4" 2.04p" EXTERIOR 6.94" 90°CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR B CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER OF PANEL ANCHORS ARE REQUIRED,"C41 ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"104-11 ANCHORS ARE REQUIRED,"CB-) a.08' "+2"ANCHOR 7-77 INTERIOR - EXTERIOR INTERIOR 4.08° "+1°ANCHOR 4" 7.41" 2.04" 4"DIAG. INTERIOR 3.5" INTERIOR 135° 3.6" I 90° 7° CENTERLINE .3 1 EXTERIOR 3.5" OF PANEL 4.08" ° 4.08" "+3"ANCHOR 6. 7'D G. 5.37" G. 7" CENTERLINE 2.Oa" —► 3.5" 4" 3.6" OF PANEL 4"DIAG. EXTERIOR 7" EXTERIOR f• 7' 4„ INTERIOR ON "+2"ANCHOR 3.6° EXTERIOR 7„ 90°CORNER 135°CORNER VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL CENTERLINE ('C6"ANCHOR CLUSTER REQUIRED (°C6"ANCHOR CLUSTER REQUIRED OF PANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) I 4"DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12 INTERIOR 2.04" 2.04" 1 " 3.5" EXTERIOR I _CENTERLINE 4' INTERIOR 5'88 CENTERLINE 41- INTERIOR 90° 3,5" 7" 136° .oa„ "+3"ANCHOR a" Approved as tomplyl06 eB►66 3.6° MoMs d 6 ?OI 8.12" 4" 6,12" 4.08" Oak 7" EXTERIOR NUA# in lul.2, A"DJAa laml o eodael Ov- 2.04" 3.5" 4 4"DIAG. 3.5" 3.5" I4 / EXTERIOR 7" XT€ ERIOR 4 2.04" CENTERLINE \\ O��y LYNN n! 901 CORNER 135°CORNER �OFPANEL j��,• ..........Ehls r,. F '•.9 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ("CB"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT / !•lo.58'705 sc AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) = t 0 SC iN8�1018 A OCHANSESTH138HEET o (� UP aU; 1070 TECHNOLOGY OWE ANCHORAGE EXAMPLE CLUSTERS ;,•o�.•, ,'coltlo�.•' , WNW. (ofimsN. o-fepdFL�s� S R/ES 770ALUM.SGD-LM IIMPACT �';`�/OAI/,1 D—or�-,-w�om —1 mia CERT.OFAUTH.W10288 ® 800.770 NTS 11 22 PGTO130 A•L11PIES5LL�P.E. d A PIES58705 JR INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE *SEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1118"' 2-1118"• 2-1f16"• NOTES: i: E TERIOR 1/4„ 1/4" 1/4" 1.•ALLDIMENSIONS MAX. SHOWN ARE BASED SHIMEXTERIOR SHIM EXTERIOR SHIM ON MIN.ALLOWED. 2.METAL OR WOOD EMBEDMENT: fSUBSTRATES MAY BE SEE TABLE A, J USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE AR EE 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. da 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 NP., 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 NOTEU 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 S, THE METAL SUBSTRATE 1(114"MAX.) SHEET 1 ! SHEET 1� T "" (1/4"MAX.) 1 (114"MAX.) EXTERIOR EXTERIOR EXTERIOR EMBEDMENT:SEE LE A.SHEET 2-1/16"' 2-1/18"' �2-1/16"• DOGE DISTANCE: 1 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 ®w WE SILL CODCNSTRAME ALLATION Ew WOOD INSILL ja 3-TRACK TALLATIION MEME SILL TAL INSCK TALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 ~I SHEET 1 EDGE DISTANCE: METAL TYP., EMBEDMENT:SEE 1 SEE TABLE A. SEE ANCHOR TABLE A,SHEET 1 —1 SHEET 1 NOTE 4,SHEET 1 2X WOOD EDGE DISTANCE: 2X WOOD TYP.,SEE ANCHOR SEE TABLE A, TYP.,SEE ANCHOR F d.e mmpl71n6wlll the NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1/16"• FloridaSMS ANCHOR NP.,SEE ANCHOR NOTES 2-1/16"• 2-1/18°• &TABLE A,SHEET 1 ePmduc etroIf WOOD ANCHORTYP., MIN.OF 3SEE ANCHOR NOTES WOOD ANCHOR TYP., THREADS &TABLE A,SHEET 1 SEE ANCHOR NOTES BEYOND THE &TABLE A,SHEET 1 EXTERIOR O EXT R METAL ' ���,•"GEIJS ''•,F ��� EXTERIOR 1/4 -1-+--- SUBSTRATE 1/4"MAX.SHIM –►I 1+– "MAX.SHIM h 114"MAX.SHIM --I If Hu.58%05 da 2-TRACK FRAME JAMB da 3-TRACK FRAME JAMB ®4 TRACK FRAME JAMB WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION = il : too J ISat RMO� Ooh U;•, STAiEOR 40/Z sc 1m3ao15 A CHANGES THIS SHEET 10707ECIINOIOOYDRNE ANCHORAGE DETAILS s i �.'•.,CORIOP.•'�� N.VENICE,FL 94274 ik �i�//���/�`•:•.-�C1\� (041"80-1600 9;770 ALUM.SGD-LM IMPACT awewc ear a,,,e a..ro+.+ a..: A.LYI•M tr1ILLVR,P.E. JR 1W10/!4 wrx CERT.OFAUlH.039208 SOD•770 NTS 12 a 22 PGT0130 A P.E1J 58705 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,SHEET1 2.1/16"' PER TABLE 2_1ryg•• PER TABLE 2_1H6• A,SHEET 1 1 J A,SHEET 1. •DIAGONAL O.C.IS .,..t..,. .:. EXTERIOR •�:... 'a•' :�:.;:'.,.. • .`•'`, .•.�'. SHIM MIN 4"(HEAD&SILL) y MAX. DETAILS,SHEETS EMBEDMENT: EXTERIO7al, L EXTERIOR I 0&11. SEE TABLE A. (� SHEET 1 SHIM SHIM `r PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECUTE ANCHOR TYP., PROPERLY SECURED 1XraCETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP., HOR NOTES& WOOD BUCK TYP.,SEE CHOR 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 ja 2-TRACK FRAME HEAD ja 3-TRACK FRAME HEAD ifa 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION We CONCRETE INSTALLATIONCc 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 4 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE b,SHEET NOTES, NOTE 5, 1(1/4"MAX.) SHEET 1 SHEET 1� ..w�. (114"MAX.) :�,.:. _ ... l (1/4"MAX.) .,>.:,>, EXTERIOR '�• EXTERIOR +i EXTERIOR �� 'r- {•t CONCRETE 2-1/18" 2-1/16"• �2-1/16"` 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 Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATIONFc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 ~ EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 -�I SHEET 1 EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE ! SEE TABLE A, 1 X WOOD BUCK TYP., TABLE A,SHEET 1 �I.. —1 SHEET 1 SEE ANCHOR NOTE 3, ?. EDGE DISTANCE: SHEET 1 PROPERLY SECURED n' SEE TABLE A, PROPERLY SECURED 4pprovedateomplY149 ARM, 1X WOOD BUCK TYP., SHEET 1 1X WOOD BUCK TYP., : 2-1H8°• Ftortdn Id g SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONC./CMU ANCHOR Dote SHEET 1 SHEET 1 TYP.,SEE ANCHOR M0�^L � � i.: 2-1/16"' NOTES&TABLE A, loml ede rodaet hot CONC,/CMU ANCHOR :{. 2-1/16"' TYP.,SEE ANCHOR i CONC./CMU ANCHOR SHEET 1 CONCRETE itr NOTES&TABLE A, TYP.,SEE ANCHOR OR CMU CRETE NOTES&TABLE A, EXTERIOR PER TABLE EXTERIOR SHEET 1 ���� LYNN r i .�:: CONSHEET 1 CONCRETE A,SHEET 1 �` pC1�•,,,,,,,4p// �i� � OR CMU EXTERIOR ,'• � .� �n� PER TABLE OR CMU �`�.•'�yGENSC '•�`/f+ '% V 1l4"MAX,SHIM A SHEET 1 114"MAX.SHIM -►I 1�— PER TABLE ; A,SHEET 1 1/4"MAX.SHIM 110.56705 r 2-TRACK FRAME JAMB ja 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB y. CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATIONIc CONCRETElCMU INSTALLATION - SC 1l1/A2016 A O CHANGES THIS SHEET „TAIEOF Al 7d TECHNOL00YORNE ANCHORAGE DETAILS N.1 0VENICE,A.31178SERIES 770 ALUM.SGD-LM IMPACT '��`5'ION (9(941)480-1600480•f600 A� �� r�rma Dew. any u er eak mrm o rna wr A�L%N MIO okP.E. JR 10/10/14 CERT.OFAUTH.S29M ® SOD-770 MTS 13 °�22 PGT0180 A P.E.066705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL ; 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE 2.FIGURES EMBEDMENT:SEE TO PREVENT DISTANCE SHEET ARE ONTHISHIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER ILLUSTRATIVE WOOD ANCHOR TYP., INFILTRATION CONC./CMU PURPOSES ONLY.SEE � o ANCHORTYP.,SEE SEE ANCHOR NOTES TABLE A,SHEET 1 FOR EMBEDMENT: &TABLE A,SHEET 1 26 ANCHOR NOTES& ALLAPPROVED SEE TABLE A, (ALSO SEE TYP. ' TABLE A,SHEET 1 28 ,. SUBSTRATES. SHEE71 ILLUSTRATION,SHEET 9) ;• ' ' 1-114"MIN.EDGE DISTANCE I DISTANCE:SEE �',;i':' } EXTERIOR 3.SEE TABES 1-3,,.'•. TABLE A,SHEET 1 EMBEDMENT: ""' "' r SHEETS 6-8 FOR "' +;r' 28 REQUIRED P-HOOK SEE TABLE A,J ' �" ""`"', %' ' '• P-HOOK MOUNTING AND P-HOOK 28 EXTERIOR SHEET 1 ADAPTER CONC./CMU PHOOK WOOD ANCHOR TYP., 17_ MOUNTING ADAPTER V P-HOOK ANCHOR TYP.,SEE ANCHOR QUANTITIES. SEE ANCHOR NOTES ," ANCHOR NOTES&TABLE ALSO SEE EXAMPLE &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 (ALSO SEE TYP. CMU PER TABLE TABLE AON SHEET 9. ILLUSTRATION,SHEET 9) 2,693"MIN. A,SHEET 1 ,SHEET 1 (ALSO SEETYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS ®P-HOOK FOR USE WITH FLAT SILL RISERS JV PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION' EXTERIOR MOUNT SHOWN, CONCRETEICMU 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 EMBEDMENT:SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEEANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES :,,:',...r,`..:' ,'.•f; '•-:; A,SHEET 1 SUBSTRATE &TABLE A,SHEET ::ir'•.• '.•:••:.'. :�: ,.. , (ALSO SEE TYP. 28 EMBEDMENT: :;e'..:,':;P„"•;!:,,:;,.,::::, ILLUSTRATION,SHEET 9 (ALSO SEE TYP. SEE TABLE A, ;�',.;.,,:':.'+..;;,!;: ) 28 ILLUSTRATION, ` EMBEDMENT: �SHEET 9) SHEET 1 •f•;;:.,•;„��:.,;”�; .: -1 SEE TABLE A, DISTANCE:SEE SHEET 1 T BLE A,SHEET 1 .'''�' `• 1-114"MIN.EDGE DISTANCE 30 30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE ANCHOR NOTES ANCHOR TYP.,SEE rl Approved aemmplyingwills Ums &TABLE A,SHEET 1 ANCHOR NOTES&TABLE V pioridn dd g ALSO SEE TYP. ale ( 2.893"MIN. A,SHEET 1 2.893"MIN. NOAa ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE mIs mill Illmda Pmduct n ILLUSTRATION,SHEET 9) gy ®P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR Kc PARTS#9#2,S#23 OR E WITH BOX SILL RISERS L/ %%%..1 YfJN 41 i, Kw PARTS#19,#21,#23 OR#25, >,0,.. /( METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR �` ��',•'�10ENSE',�F� �� MOUNT (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A °� •' FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY �`: No.50705 l i /..^^ ^o fy R Wer R Otb�UH' i'j1. 4✓C 3C 10/$2016 A O CHANGES THIS SHEET - �(:)`•, .,L.TEO• 1070TECHNOL00YORMrE ANCHORAGE DETAILS t, '`7omoP N.VENICE FL 34276 T/e r;•�(��'••'•......•• ��;`• R (OH}480.1600 SERIES 770 ALUM.SGD-LM IMPACT '�;,,`/pNq�, awe mr are w..roraw R� A.LYAHMILLER,f1.E. c'0Y cERr.oFaunl.azd7se Sao-no NTS 14 a 22 PGTO130 A P.E.a58705 JR 10/10/14 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL'A', DLO TYP.PER TABLES 1.3 INTERIOR SHEET 18;INSTALLATION WIDTH !I DETAILS'Av/&'Ad. EXTERIOR ' SHEETS 12&13 90° PANEL 7PANELPANEL TYPE PANEL CORNER DETAIL'N2',TYPE os, TYPE SHEET 19&CORNER 'A' ANCHORAGE SHEET 11NOM. . NIT MAX. PANEL / MAX HEIGHT INTERLOCK DETAIL PANEL DLO PER 'M',SHEET 19 HEIGHT SEE WIDPER TH YP HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1.3 1-3 , LJL; JAMB DETAIL'GT,SHEET � 18;INSTALLATION DETAILS GW&'Gc',SHEETS 12&13 SILL DETAIL'D',SHEET 18;-7/ 90° INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XXIXX 'Dv/&'Dc',SHEETS 12&13 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8 X 1" 1110 X 1-1/2" PH SMS PH SMS +PPyed w eomplylo[a8Y lia Florlds d Ing Dnte Q PANEL CORNER FRAME CORNER NOAN - unl if DETAIL DETAIL Dp `\. NOTES: LYNN 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6.8 FOR MAX. ��r,•'��CENSF''.F4' PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2)(1)LOCK(ITEMS 75&107.110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. 4 No.56'105 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. - = cr. x.noe�: oeee x.ees: a.°tn.e '�`•. sT TEC 4/ SC fMO15 A NO CHANGES THIS SHEETf070TECHNOLOOYDRNE ANCHORAGE DETAILS/EXAMPLEELEVATIO ';�?c '•.. F�oRI�P,. ~� . ow '� N.VENICE,FL 34276 ne F`S`. '....•• ,�\�: /81fj�1� SERIES 770 ALUM.SGD-LM IMPACT (5(��/�OttIP.1 a,"ser:B;07-araw os,F swm~,e nun: ase a dsne I A.LWN MII!LEA�P.E. W 10/10/14 CERT.OFAUfH.N29M ® SOD-770 NTS 15 d 22 PGT01SO A P.E.058705 CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; ''r-INSTALLATION DETAILS'GW&'Gc',SHEETS 12&13 HEADER DETAIL W.SHEET 18; MAX. JAMB DETAIL'GT.SHEET IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET DLO INSTALLATION DETAILS'AW&'Ac', 18;INSTALLATION DETAILS SHEET 18 INSTALLATION DETAIL ET 1'& 18;INSTALLATION DETAIL WIDTH SHEETS 12&13 "�'GW&'Gc',SHEETS 12&13 DETAILS'GW&'Gc', L2,SHEET 19 'AW&'Ac',SHEETS 12&13 TYP: SHEETS 12&13 90° �- � E%TE I R INTERIOR PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PANEL PANEL R' L' D' A' TYPE TYPE TYPE TYKE MAX. , M',SHEET 19 MAX. 'CS' OS' 90°OUTSIDE CORNER h NOM. UNIT DETAIL'N1',SHEET 19& PANEL f � HEGIHT SILL DETAIL NOM. / % HEIGHT CORNERANCHORAGE MAX WIDTH TYP. PER SEE TABLES D',SHEET MAX PANEL SEE TABLES SHEET II WIDTH TYP. NOTE 2, DLO TABLES 1 3 NOTE 2, 1� INSTAL DLO PER 1-3 , INTER OR HEIGHT SHEET 16 HEIGHT TABLES 1-3 SHEET16 DETAILS EXTERIOR a Gj 'DW&'De, �t, NOM.PANEL OX X X SHEETS 12 a X WIDTH TYP. &13 X X X PER TABLES SEE FRAME& .UNIT WI 'D' DTH SILL DETAIL ,SHEET 18; f�-+I MAX.UNIT WIDTH PANEL CORNER EXAMPLE:OXXX INSTALLATION DETAILS MAX.UNIT WIDTH CONSTRUCTION DETAILS SHEET 16 2-TRACK 'DW&'De.SHEETS 12&13 EXAMPLE'90°OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'IW& L2,SHEET 19�. INTERLOCK DETAIL V,SHEET 19 'Ie',SHEETS 12&13� u HEADER DETAIL B',SHEET 18; 1 JAMB DETAATIO,SHEET P-HOOK DETAIN ETA SHEET INSTALLATION JAMB DETAIL'12'.SHEET 18;INSTALLATION HEADER DETAIL V.SHEET 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, 18;INSTALLATION DETAILS 'HW&'He,SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 DETHEET W&'Bc', DETAILS'IW&'IM SHEETS I&H g Cc-,SHEETS 12&13 SHEETS 12&13 �- MAX.UNIT WIDTH --- r`— MAX.UNIT WIDTH - -i PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE F' F' P. ,R, ,L, ,M, ,F, i MAX. MAX.UNIT NOM. I NOM. UNIT PANEL o / / I PANEL / HEIGHT +eeTo++duamnbuaal+rm� HEIGHT / / / i g dPER I WIDTHTYP. WIDTHTYP. / PERlz/ / / I TABLES rooTABLES MAX• SEE PER s I SEE • PER1-3 DLO NOTE 2, TABLES 1-3 @ i OTE 2, DLO TABLES 1-31.9 of �eroducl conho HEIGHT SHEET 15 i SHEET 15 HEIGHT ov a 0 X X X i X X X o `�� ar�V LYNN EXAMPLE:OX p. SILL DETAIL'E',SHEET 18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; mo.(0s (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS _ r FW&'Fe,SHEETS 12&13 �( (o a 15. ;1R;ti 'EW 8'Ed,SHEETS 12&13 '• s,T'E SC NO CHANGES THIS SHEET R#MBr Do* 7070 TECHNOLCGroRNE EXAMPLE ELEVATIONS ,y���..,r•�oRlflp,.••1��;� N,VENICE,FL 31275 Txx �'t�.�` (&1)1�1WD SERIES 770 ALUM.SGD-LM IMPACT '�,%N& s»awar syr a� u..`ora A.LYNNrMILLtK);.E. p JR 0/10/14 ca w. CERT. N2B288 ® saan0 NTS 16 -22 PGT0130 A P.Eq 58705 PANEL'S RIGHT STILE TYPE PANEL ER INT RLCK INT RINGLE OLE IOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL BOXASTRAUTL ASTRAGAL BOX IN 90 LOCKSTILE 90L CKsTILE 90 RECEIVER 90 RECEIVER EXT CORNER 36 RECEIVER ER EXT CORNER 15R CNT EIV R STILE W/HANDLE BOX OUT BOX IN90 RECEIVER TYPES OUT IN W/HANDLE W/HANDLE WI HANDLE W/HANDLE W/HANDLE W/HAND'S �0.111� W/HANDLE' WI HANDLE' #120 #11 q81 #118 #81 qg� if01 061 BIORLO �- INTERLOCK F PP K TR TQ TC TA TV TW SA C C SIIRLO B F P A c By`w! JC SQ SC VA SV VW INTERLOCK FIXEDRR R FD FC FV FW STILE .� i8oS �� LOCKSTILE * D M J J WlHANDLE Imam noxa+/ W ASTRAGAL / p PANEL NOTES: n' W HANDLE reaeom 1.SEE DP TABLES 1-3,SHEETS 8.8 FOR PANEL ASTRAGALA/ SIZES&DESIGN PRESSURE. BOX IN /V LEFT 41NTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF J wr HANDLE teoxu0 PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS I I EXTERIOR STILE AND ARE NOT AVAILABLE. � ASTRAGAL O OUTT T v S—� - 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES rLreauovp /aaYour! (061),CORNER RECEIVER(#118)AND EITHER ASTe..1N lJ RAGAL T ► / PANEL"E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER W APPLICABLE STILEIASTRAGAL REQUIREMENTS. ASTRAGALS. teaYw� reaxo0 _j4.135* CORNER RT Cl 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES 90 LOCKSTILE (#61)AND CORNER ADDON(#31). J W/HANDLE#120 ,232' LU EXT CORNER SILL RISERS OPTIONS 232• Z 90 LOCKSTILE Q Wl HANDLE#11, QT QS .232' EXTERIOR EXTERIOR3 ,002' a EXT CORNER CT CS EXT R '232' EXTa R ;4 .002' 4.065' 90 RECEIVER .062' 3.305° w/1- #18 5' WTCORNER#81 AT AS DF 1.507' 80 RECEIVER •�2� WI HANDLE EXTCORNER Ir#118 /► �1SILL RISER,FL'AT_'_ SILL RISER.FLAT SILL RISER,FLAT SILL RISER,FLAT 90 RECEIVER 1�� 11,1E 2D 22 MEDIUM.3-1/4" 24 HIGH,4" FLUSH,1-1/2' LOW.2-1/2" ,760' EXT CORNER 1 .760' � ��gmP�oLh'11�10+ 135 RECEIVER VT VS VF EXTERIOR .760' Dak_, L WlHANDLE #61 EXTERIOR .082" 11GA#6F INT CORNER 1 EXTERIOR +y SSS' E%7ERIOR � .002' q 005, M ml ade Produc 36 RECEIVER WT WS WF a I .002' WlHANDLE #St 3.305° 0Y, .082' 2'665" 1.657• LYN ` 1,10ENSR''•,Fp OSILL RISER,SO XI' O SILL RISER,BOX O SILL RISER,BOX O SILL RISER,BOX '' 18' FLUSH,1-1/2' 21 LOW,2-1/2" 23 MEDIUM,3-1/4" 25 HIGH,4" 1C No.58705 *NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6.8 '•;I '' 'V�D I` 1° ST'A E 0• ,(7; SC 10/82016 A NOCHANOE87HISSHEET •�•�/ U per; a f070TECHNOL00YDRNE[J� PANEL TYPES �'�(� F((1♦'1pP,•'' \� N.VENICE,FL 31576ms %l�iy�."• •" `����; m� A SERIES 770 ALUM.SGD-LM IMPACT �=,� (9ff1s9af600 s.w.weac — six o..`ar+ xn: A C3NNIMILL1: ,P.E. a JR 10110114 CERT OFAUM.p2B28B 800.770 ALTS 17 d?� PGT0130 A P.E.068705 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 800R81 105 1a ice FULL LENGTH 14 �igaKOAi-�;o 17 6 G3 60 OR 81 5 6o OR et O1 60 OR 61 2-TRACK JAMB 16 2-TRACK JAMB (SHOWN 6 SEE DETAIL G1 CLIP#105 WITH FOR FIXED 105 e"LONG W/RETAINER#106 OPERABLE 60 PANEL CLIPjp�V76 113 S PANEL) MIDSPAN (SHOWN WITH 6 FIXED PANEL TO 5§-rRIOR 103 LOCKPp SEE DETAIL G2 THE INTERIOR) V 113 768107�� 103 FOR FIXED 5 I-1 PANEL CLIP l LEXTERIO 14 16 6 ® 0 ® 18 17 fOF ULL LENGTH G EXTERIOR #to X 3/4' JAMB 2-TRACK JAMB 40 2-TRACK JAMB 1OMOIOR I 1 E TX ERIOR o oR 81 1-7_EMRIOR SMS,X 3CLIP#60 OR#105 61 52 W/SCREENVV6'LONGW/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @ 60 (SHOWN WITH ®(SHOWN WITH ®(SHOWNWITH ®(SHOWN WITH ®(SHOWN WITH MIDSPANFIXED PANEL TO H1 OPERABLE PANEL) FIXED PANEL TO MIXED PANEL TOW OPERABLE PANEL) 80 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR IDEXTERIOR 2 , 112 1 3 4 45 6 113 6 113 6 62 51 69 EXTERIOR 69 EXTERIOR 89 EXTERIOR 63 C] c] a AM T.. WITH EN / CREEN W ACK LE64-TRACK MAX.UNIT OPTSCREEN FRAME HEAD FRAME HAD FRAME HEAD HEIGHT PER TRACK TABLES 1-3 63 69 69 69 EXTERIOR EXTERIOR 52 61 72 OR 73 72 OR 73 72 OR 73 Floral*ld ed as°OmPblux kill IOr Date 46 11 113 0 10 NOAH11 11 01hm1allet Con 46 47 p 8 EXTERIOR 112 15 113 113 Ry a 56 �CNX LYNN 2 TRACK W/SCREEN 3-TRACK 4-TRACK FRAME SILL FRAME SILL FRAME SILL 7is Nn.60'705 • •ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3,SHEETS 8.8 FOR DP(PSF)ASSOCIATED WITH STILE. A.wfs A srni OF or- so bOCHANGESTHIS SHEET >>: VERTICAL SECTION DETAILS RWi— N. ;; •.,FcoR�o?.•�� VENICEFL912 , 76f07oTECHNOLooYORNE mr ����i'/�)•••• L` 1�` 4 SERIES 770 ALUM.SGA-LM IMPACT (B1fNt10 fsa7 s.rwtxt wis m aewprh ^^: A.LYNN fr�Itt�R,P.E. SJR 10/10/14 aw CERT.OFAUFH.#292W ® SGD-770 NT.S' 18 d 22 PGT0130 A P.EA 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) tu� 4 INTERIOR gt 713 116 28 28 30 113 27 - 83 26 27 63 703 82 111 63 60 OR 61 80 OR 61 60 OR 61 85 26 14 26 120 66 65 6 EXTERIOR 111 82 EXTERIOR 111 82 90° EXTERIOR EXTERIOR INTERIOR EXTERIOR ®j (EXT.ORFIN.MOUNT) ®K EXT.MOUNT ONLYOR FLAT SILLS P-HOOK FOR BOX a 90° 1v 3 INTERIOR v 80 OR 67 LOCK PAR 7 ioi i i6 ioi 1 81 768to7-10 6 INTERLOCK 1a i 113 60 8D %EEXTERIOR 61 116 6 EXTERIOR 113 713103116�EXTERIOR67 ja STANDARD ASTRAGAL 067 HEAVY-DUTiASTRAGAL#68 j�90'OUTSIDE CORNER ER ITEM#81(HEAVY-DUTY L1 WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY STILES#61 N1 2-TRACK SHOWNN2 2 TRACK SHOWN ' STILE)SHOWN,ITEM#60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6.6 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIOR 31 LOCK PART 76 8 107-11 4 INTERIOR g 6 4INTERIOR_ . 135° 11 PT rlda Bull wmplylagtrllbtE� 7 g 135° oatc�a ' 14 5 61 32 NOA9 - 103 sihmt mfe tod uo 81 , EXTERIOR gt, Ity, 32 11 5 � LOCK PART 31 103 61 V EXTERIOR 7 \�� r��>.YNN 758107-11 �/ 14 ®136°INSIDE CORNER 'c: '��r,ENSE'•�C� �: 02 2-TRACK SHOWN Q ' da 135°OUTSIDE CORNER 01 2-TRACK SHOWN - tl ' 109.0 'of SC fWB/20f6 xAa,aMc OCHANGES THIS SHEET STAIEO• ;' is: y; f0707ECNNOLOGYORNE HORIZONTAL SECTION DETAILS,CORNERS '���. �co111oP•.•c ; N.VENICE,FL 34276 tar %tCn \\ 1a411a�01soo SERIES 770 ALUM.SGD-LM IMPACT _ %,;SIC)P!n1. _ A'LYNN MILLER,P.E. JR 11U10/14 Cara CERT.OFAUTH429M ® SOD-770 AIT$ 9 a7 22 I" PGT0130 A P.E.1l 68705 Item POT PGT# DescrI (Ion Item POT PGT# Deecdp0on NOTES: Dw_'# P Own.# 1)ALL ALUMINUM=6063-T6 1 11300 017300 2-TRACK HEAD OUANEX/TRUSEAL DURASEAL SPACER(COMPOSITE 2 17303 817303 2-TRACK HEAD WITH SCREEN HAL 56SEALANT/DESSICANT)or CARDINAL Xl EDGE SPACER 2)ITEMS#33-39,57-59,66,78,84-99, 3 17309 617309 3-TRACK HEAD 60 17325 617325 PANEL STILE 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 61 17328 817326 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL, 5 17314 617314 FRAME SCREW COVER 62 17327 017327 INTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES 6 17317 617317 FRAME READIJAMB ADD-ON 63 1226 OTP248 IVINYL BULB WSTP.-THIN(INSIDE INTERLOCK) MIN.#10 SMS OR 3/16"MASONRY 7 17304 617304 2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD ANCHORS Q 24"MAX.O.C. 8 17301 617361 2-TRACK SILL WITH SCREEN RAIL 05 17328 617328 INTERLOCK SCREW COVER 9 17307 617307 3-TRACK SILL e7 17329 617329 ASTRAGAL 10. 17310 617310 4-1RACK SILL 88 17339 617339 HEAVY DUTY ASTRAGAL 11 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 TOP S BOTTOM RAIL 12 17315 617315 FRAME SILL SCREEN ADDON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 13 17318 617310 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 71. 1695 71695 1-1/2"X 1"X314"HIGH FIN SEAL DUST PLUGS 14 17305 617305 2•TRACK JAMB 72 8153 78153X TANDEM ST.STI.ROLLER ASSY. 16 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 8163 78163N TANDEM NYLON ROLLER ASSY. 10 17308 617306 3•TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR CE-7700 17 17311 817311 4--TRACK JAMB 76 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONO TRIM PLATE 18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' 78 11032XIFPFX #10-32%1'FL.SS SCREW W/TYPE'F"TIP 19 17319 017319 SILL RISER-BOX FLUSH,1-112 77 7103239 IG32STEEL ZINC U44UT 20 17321 817321 SILL RISER-FLAT,LOW,2-1/2 79 17357 017357 1"10 BEAD 21 17318 817318 SILL RISER-BOX LOW,2-1/2' 80 17359 017359 7118"BEAD/FDED PANEL CLP 22 17355 817355 SILL RISER-FLAT,MEDIUM,3-114' 81 17380 017360 9/18"BEAD 23 17354 017354 SILL RISER-BOX MEDIUM,3-1/4' 82 1224 07P247K VINYL BULB WEATHERSTRIP 24 17323 617323 SRL RISER-FLAT,HIGH,4- 03 01745 1745 LOWE NC,112 X Ills"SOL.SIDE ADH.TAPE,POLYETH. 25 17326 617320 SILL RISER-BOX HIGH,4" 100 8052 48052 ROLLER ADJ.HOLE PLUG 26 17333 617333 POCKET P-HOOK 101 72087 AMB BUMPER 27 7070 07070 NEOPRENE BULB WSTP FOR Pf100K 102 1698 71698 DUST PLUG 28 17334 617334 POCKET P•HOOK MOUNT 103 8188 7818OX 1"KEEPER 29 17335 017335 P-HOOK COVER 104 653 7SDKEEP SCREEN LOCK KEEPER 30 77348 817348 POCKET Pf100KFOR BOXRISER 105 17344 817344 FDG=D PANEL 0.IP-O'LONG 31 17378 617378 135 CORNER 100 17362 e17352 FDIEDPANEL RETAINER-9118' 32 17370 017970 135 FUED MOUNT 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN ITEMS 4063 ARE SCREEN PARTS: 106 1740 71746 HANDLE KIT-RAGED EXTERIOR HANDLE 40 4319 612258 SCREEN SIDERAIL-LOCKSTILE 109 1731 78102SH HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN 41 7LOCKWOSK SCREEN LOCKSET 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 42 41810 SCREEN KEEPER SPACER SET 111 710X34PPSDAX 010 X314'PH.PN.TEK-S.S. 43 8152 86152 SCREEN INTERLOCK ADAPTER 112 1235 67Sie WSTP,.270 X.170-FIN SEAL 44 4426 64428 SCREEN DOUBLE INTERLOCK 113 1712 64068 .187'X.230'FNSEAL 45 4317 612256 SCREEN TOP RAIL 114 710X115PPX #10 X 1-1/2' 46 4316 612257 SCREEN BOTTOM MIL 116 710XPPT #f0 X 1' 47 668 7SRAZ STANDARDROLLER 116 720XIX #14.20X1"S.S. +ppmved as complyb,g ellY lM 48 860 7SRAX STANDARD ROLLER-ST,STL_ 117 72OXI12X 614,20X1.1/2"S.S. F7orWaUuldingC OI Oak 49 4344 64344 SCREEN ASTRAGAL 116 17338 617336 90 DEGREE CORNER RECEIVER HG 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617331 90 DEGREE OUTSIDE CORNER ASTRAGAL 101 ad D e Pealue C 51 1692 61692 SCREEN SPLINE-.165' 120 17330 6117338 90 DEGREE INSIDE CORNER ASTRAGAL By 52 1094 61894 SCREEN SPLINE-.150' 123 17352 017352 FIXED PANEL RETAINER,7/8' ' � ! 53 01818020 SCREEN CLOTH `" qN�...•.•... le 64 1725 112'X4'X1/16"SET.BLOCK,NEOPRENE B5+/6 *r,••�,CENSQ •F� 65 1726 1'%4'X1/16'SET.BLOCK,NEOPRENE 85+/-5 _,� '•,'rC NOTES: _ r' Ihln.58705 1)ALL ALUMINUM=6063-T6 — rY- 2)ITEMS#33-39,57-59,66,78,64-99,121'&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 0.,�(v 0}rc LU SC o' 10/&0016 OA""" DEDM EDGE SPACER TO PARTN58 ��C�n•'•.,/.•'LORIOP,'• ~ 1070 Ri-tor. MWN.VEN,Cl2 R.31?76 RN6 PARTS LIST , S C � JJ . 1018115 A te4+}+ea+lap SERIES 770 ALUM.SGD-LM IMPACT 011111 It _ aw.t�ae sa�v w �o aer. A.LYNN MILLER,P.E. SJR IWIO114 ow. CERT.OFAUTH,#28TBe Ry. 60.770 NTS 2O -22 PGTOf3O A REA 58705 5.069" 8.562" 1.38" 1.36" 0.080° UL--1 1,872" 1.211" 1.605" 1 0.081" 40 ST1.019" rT 7-1 _--I !�-iJ. 0.081" 1O2-TRACK HEAD tD 4-TRACK SILL 0 081" 0,082' SCREEN (8083-T6 AL) (6063-T6 AL) ILE 6.198" (6083-TS AL) 8.198' 8,628' 5.069" 0.080° 1.045" 1" y 1.993° 0.062" 0.081" 0 2-TRACK HEAD WI SCREEN TRACK-1 03-TRACK SILL ! SCREEN (6063-T6 AL) (808t4 453-T6 AL) 2-TRACK JAMB TOP RAIL (6063-T6 AL) (6063-T6 AL) 2-TRACK JAMB WI 7'105" 6.221" t5 SCREEN TRACK 01080" (8063-T6 AL) 1.38" {�- 0.876" 1.211" 1.606" � 1 + � � 1.36" 1.993" o.a6z" 0.081" O 3-TRACK HEAD fie 2-TRACK SILL W/SCREEN TRACK 8063-T6 AL) 0.081" SCREEN (6083•T6 ALj ( A5 BOTTOM RAIL (6063-T6 AL) 9.142" 0.081" 4.49" 0.080" - 1" 1.505" 7.105" 9.141" F 0.081" 44 4-TRACK HEAD O7 2-TRACK SILL (6063-T6 AL) (6063T8 AL) :la0.080" APProyad I wmD4inQ x1111 1.614" Ptorlde 6oi Ina"ade0.082" DoteNOAH 0.532" 0.780" etlaml Dade Pr 1.280" + 0.060" 1.616" 1.990" Dv. !_ FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN .... ADD- .ON t2 ADD-ON t9 ADD-ON 1e 3- T8 TRACK JAMBC��.•'..pEN,s>>'•;<%p (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (8063 AL) V.- ' REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS _ No.50205 OR 3/16"MASONRY OR 3/16°MASONRY t7 4 JAMB - ^�`� rr SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX,O.C. (60083-TB63-76 AL) G( wr,uon ow nmaa,.: ,satoo°c :C�.', S7Ai1:01 .�. SC 10/82018 A O CHANGE8 THIS SHEET10701ECHNOLOGYDRW S' F(Ottlph,•''�,��.` EXTRUSIONS •.- 7- N.VENICE,1131278 'i'U,C� r'r�• �` WWOF w 1041}I80.1800 SERIES 770 ALUM.SGD-LM IMPACT �,;;nWAX.-" ,,' swfaae awr aye trr+`atn ^^" A.LYNN MILLER,P.E. SJR 10/10/14 t CERT OFA01H OZ8208 ® soo-na ACTS 21 d POTI7130 A P.E.858705 0.718" 0.83" 411 3.802" 2.304" � 3.802" 0.752° O.b7a" 0.798° 5.163" 0.885" 0.082" 0.480"ME 0.062" RA x" � 0.075fct" 0,233' -�U.062" JSCREW COVER 11 SILL 0P•HOQK 2e AAA OR OUNTING 29 RQVEdRK SCREW 0.08v 30 P-HQQK FQR BQX RISER TRACK (8083-T6 AL) (6063-T8 AL) (6083-T8 AL) (6003-T6 AL) (6063•T6 AL) (8063-TB AL) a" .155" � 2.30" 1.488" 4.. � F[ 0.080" l�J -� 1.739" ►) 0.830" 0.062" 0.133" 1.303' 1.600 1.600 O.p82" A80" 1.870" 1.888" 018" 2,44" 3.126' 1.97d" 3.125" � 0.325" 0,.082" IN� �1NTERLdCK 31 135"CORNER 32 135°FIXED MOUNT 60 STANDARD STILE s1 HEAW DUTY STILE s2 s5 (6063-T6 AL) (6063-T8 AL) (8063-T8 AL) (6063-78 AL) ADAPTER SCREW COVER (6063T6 AL) (6063-T6 AL) 3.979" 3.979° a.126" 0.076" -t 1.050" 1.050" (�- 1.050" 0.075" 1.645" t (I 5.645" 0.062" 1.304" .289' 45" 81 484 1 BnFl , 1 0.125'" 0.281" 3,25"ffL- u u 045' �- s7 STANDARD ASTRAGAL O HEAVY DUTY ASTRAGAL TOP/BOTTOM RAIL 79 GLAZING 80 7/16"GLAZING si 9118"GLAZING (6063-T8 AL) (6003-T6 AL) (6063-T6 AL) BEAD(I,G,} (BBEAD,FIXED BEAD (6063-T6 AL) PANEL CLIP (606376 AL) 1.003" (6063-T6 AL) 1,03" 0.757" IV 6.621" 0.080 � FIXED 106- qFpro+'�Loompiyingaiifl S» PANEL CLIP 0.709" 2,893" 1 498° 0.133" 0.133" Flo"So dM e (6063-T6 AL) 1 1.498" ate 201 550' -+-I0.863 0.080" ln� n Redo Prov Coeho a.7o9" 123 EIXED PANEL ..621" -----+► 4" i RETAINER.7/8" 2 828" 120 90°INSIDE CORNER ASTRAGAL `w`p�V LYNN Ails 1p�l 0.080' -*-11 (6063T8 AL} 110 90'QUTSIDE CORNER ASTRAGAL (8003-T6 AL} "" t , 4�cr atsr Fy FIXED PANEL tia 90"CORNER RECEIVER (8063-T6 AL) z'r t06 RETAINER.9/16" (6063-T6 AL) too.G0705 (606376 oouio '•, �0OIS;.Wim; SC 10/82016 A O CHANSES THIS SHEET itl7tl TECHNOLOOYDRIVE EXTRUSIONS ,'•., R N.VENWZA 84i7Tff -..-•.• `.` LUf2101;••'G�'C�v (011)400.1600 SERIES 770 ALUM.SGD-LM IMPACT _ �;�,'S/QNP,1•yG S`` ore"eor• MW oiM ® S«wf+a+e aie-as"r or+ve me A.L11t)N}iiLtt�i,P.E. JR 10110114 CERT.OPAUTH,ll2 W SOD•770 NTS " -22 P070130 A P.E.#60705