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HomeMy WebLinkAboutProduct Approval i M 1AM WADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT 01?REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 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 Door w/90°& 135°corners—L.M.I. APPROVAL DOCUMENT: 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., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 17-0420.12 MIAMMADE COUNTY" ( / Expiration Date: February 17,2020 " .ARPROVEO_"'. 1i j fit Approval Date: September 28,2017 { f Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1)Uniform Static Air Pressure Test, per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/PS, Super, Cardinal &Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 16-0629.06) 2. 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) 3. Test reports on:1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3)Water Resistance Test,per TAS 202-94. 4)Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test,per TAS 201-94 6) Cyclic Wind Pressure Loading,per TAS 203-94 along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report 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 dated 08/10/09, all signed and sealed by Julio Gonzales,P.E. Note: The test reports No. FTL 5980,FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, '. . (Submitted under NOA No. 09-0826.10) Jorge M.PIasencia,P.E. P•oduct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17,2020 Approval Date: September 28,2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Additional Reference Fixed Window Test Report No. FTL-7897(Cardinal spacer), per TAS 201, 202 &203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th 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. 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 with FBC-5th Edition (2014) and FBC-6t Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No. 16-0629.06,issued to PGT Industries, Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I, approved on 08/04/16 and expiring on 02/17/20. Jorge M.Plasencia,P.E. py6duct Control Unit Supervisor NOA No. 17-0420.I2 Expiration Date: February 17,2020 Approval Date: September 28,2017 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Anchr FAnchorType Member Min.Edge MM. xnln' INCLUDING POCKETS tit 900/135°CORNERS GroupSubstrata Distance Distance Embedment or Metal Thickness 01218-8 SMS, --Southern Pine(SG=0.55) 9116' 1-3(6 GENERAL NOTES (Fy=d°ksl,Fe=&Skei) 6063-T5 Aluminum 3/8' : 0.050' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. 012410 5S SMS, All A36 Steel 318' 0,060' 2)DESIGN PRESSURES: (Fy=80 kat,Fe=110 hal) Gr.33 Steel Stud 3/6^ 0116 0.045'(18 co) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. All Concrete(min.2.22 ks0 1-112' 1-air B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. 114'Eko Aggre-Gator® Jamb/P-hook Riled Block(ASTM C90) 2' 2" C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fy=57 ksl,Fe=98 651 Jamb/P-hook Hollow Block(ASTM C90) 2' 1-1/4" 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All Southern Plne SG=0.55 1' 1-310" PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO 012 Steel SMS(Gr.5) Southern Plea(SG=0.55) ; CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE Onln,013 threads beyond 6083-15 Aluminum •w CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14, metal cubehat•) A36 Steal 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. r �..� 114'Elco UltraC0061 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH 04 s,ea e155 but.Fe=177 ksimum.". All .11 coimmiimmisAmmilttr �� NARROW JOINT SEALANT, 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AFBPA NDS FOR 1/4'Elco UltraCorrS Al 2.12• 1-alr Jamb/P.hook 2.112^ WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Fy=155 ksi,F.=177 Lai "Block 1.314" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE Jamb/P•hnok , a • CEO 2.114" 1-1/4^ He/P-hook 1' 31.3/4' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVI-Iz), 1!4"410 SS Etco C1atoFIacS Jamb/P-hock Concrete(min.3.35 ksl) 1 6' 13(4• 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER F,0127.4 ksl,Fe=180.7 hal Jamb!P-hook Hallow Black(ASTN C90) 2.12- 6' 1-1/4' CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. All Southern Pine(SG=0.55) 1' 1• 118' 9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTI--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-O036 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 K51. + 4)FILLED BLOCK VALUCOO MAYA=BE USED IN HOLLOW BLOCK APPLICATIONS. TABLE B,SEE DETAILS ON SHEETS 4&5 6)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE, GlasTYPs Description(Listed from Wader to Interior) _.._ ANCHOR NOTES 6'3. 7/16'Laminated:(2)Lees of 3/16'145 Glass with.050•PVB Inedayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY ,_ ,y G3A-15/16 Lamhate4(2)Liles of 1/4'HS Glass with.090'PVB Inledayer MIAMI-DADE COUNTY APPROVED ANCHORS..SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE 04 7/16'Laminated:(2)Lltes 013/18'H9 Glass with.090'30 hledayer DISTANCE AND SUBSTRATE REQUIREMENTS. G4A 9/16'Laminated:(2)Liles of 1/4"HS Glass with.090'SO Interlayer G5 1•Laminated LEL:3116"TExiedorCap+3/6'Al-Space+7/16'Leminalcd;(4_1.Ies of 3116 HS Glees with.090"PVB 6rledayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,TI 116 SHEET. GSA 1'Laminated LG.;1/4'T Exterior Cap+5116"Atr Spate+7)16'Laminated;(2)Lltea of 3/16'HS Gloss with.059'PVB ntedayer PRODUCT REVISED -CI 1'Laminated LG.:3/16'VExterior Cap+3/6'Al-Space+7/16'Laminated;(2LI10sor3118'HS Glass MU'.090.30INedayen 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK. as complying with the Florida GSA 1'Laminated LG.:1/4'TExledor Cop+5/16'Ak-Spaoo+7/18•Laminated;(2)Lllos 013(16'HS Ohne wh5.090'SG Intedayer PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Code ' er, 7/18'Laminated:(2)Liles of 3116'ANN Glass rah.090'SG fnled•yor INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS NOA-No. 17-0420.12 07A 9116'Laminated:(2)Utco of 1/4'ANN Ghee with A00'5G Mateyer DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS Expiration Date 02/17/2020 GO 1"Laminated LG.;3/16'T Exteder Cap+3/6 Air Spnte+7116'Laminated;(2)Utas 013!16"ANN Glass with.0501 SG Interlayer (WHEN USED)SHALL BE DESIGNED TO PROPERL-Y TRANSFER By GSA I"LeMnated LG.;114"T Extodar Cap•5/16'Air Space+7/16'Laminated;(2)Lltee 03116'ANN Glass with.090'SG Interlayer LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS Miami :a Product Control `ANN'=ANNEALED THE RESPONSIBILITY OF THE ENGINEER CR ARCHITECT OF 'H5"=HEAT STRENGTHENED RECORD 8 TO BE REVIEWED BY THE BUILDING OFFICIAL. 'T'=TEMPERED ® GENERAL NOTES 1 'PVB-4.050"TROSIFOL PVB BY KURARAY AMERICA,INC. 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS sc=.ps9°SENTFiYGLAS®BYKl1RARAYAMERICA,INC. EXAMPLES 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 6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS SEE TABLES 1,z&3 ON RATED FOR LARGE&SMALL INSTALL DETAILS 12-14 NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, 11I I I 1 r 1I1r SHEETS 6,7 8 6 MISSILE IMPACT RESISTANCE ELEVATIONS 16,16 MAX. THICK 8 3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY �\ PANEL/SILL TYPES.........17 \�.���NY.LYNNM6•,,� CODES/STANDARDS USED: CROSS SECTIONS........,,..18.19 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO . LIGEN. '.•� i •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST 20 THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF J Q F •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION EXTRUSIONS 21,22 SUBSTRATE IS WOOD,304 FELT PAPER OR MASTIC IS REQUIRED _1t; No.58705 •ASTM E1300-09 BETWEEN THE GROUT AND.WOOD SUBSTRATE,OR AS APPROVED = ?/j • •ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING.JURISDICTION. —'0; .7...- =ALUMINUM DESIGN MANUAL,ADM-2016 5T 1E •AIS!S10b12 f070TECHNOLOGY ORNE a••p� %o I$F •4,' •AISC 360.10 n.(84140,F7'34275 GENERAL NOTES AND MAP F ` • -I�sir cERr.epAtl71L 0290"4804800 lirepo.—T SERIES 770 ALUM.SGD-LM IMPACT '/,s NALP ` JR 04.95/17 C UPDATED TO FBC 2017,REVISED TABLES 1,2,28A s `G\` a,..•ar. rsdr. .c ser - ca"m+mmeaen 6•rws e�w es•e w.ryl,o y,, /' /11111110'1 I I L 1 t ``` JR 10//0/14 ALL mo ue aaleea ® SGC-770 NT$I 1 '+22 Pr3TO130 0 A.L P.FJf5 705 P.S. • . . 1 00,,i tii'II /. • /s• o z z p i= ••::'4-,.• ri e) 0) a'0 k_. . -1 0 'i'..•`-... •:-: ler p 1 :..,,,„;%-ls < ›,.. r.... r4 S = i 6 ',3 r2, 9-1--I= 9,S w ;:--rc o re m I-P ' I- x r,0 la= o co..< Z...,-, I- X o R, .2 a _ .....-, 0 ....,, •..,,z_. 2., A \v_, &-'•• Z ....c.:':. t-°- .(:,4,•... ...-,C0,::. . .,i ,7,-,,,b. o 0 ce Filr., < r. re re p uj LC 0 0 31 4 1 g ••/, iir p ,, likOs,0 w o w ca g 0 w„s o it. „al i'lltilloo,' I LIJ CC ..E.-0 Z.C1) In W 0 0 D 0 CA it x La ..i_CI_ 0 Z Eli -J 0 Z Z E LIJ ' I I-0 Ill t3 MS aMtiigi 0<, e tal X ID 4511ID 45,4545 • r. x nn. 2° Li..0 I .2 cul 71910ddaV3.071W3S 630N1713)00d 1 (ID cOto 'q 4010* o o z , 2 0•,Lc -6 cg.z 1- -I < ooPwIR u 8 R. a,'L' 1-40---1 8 d 0- 1 .. 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L1.1 ci) III 2 CL –..1 • o 0_ 1 .. z a) < 0.CC .0 03 - -i , F- co 11.--w 0 2 cC . !a gi.ie • - z .w 2-0- cr. A•cc 4',x w . z w _ . • . ' . . • GLAZING DETAILS (G3, G3A, G4, G4A, G5 &G5A) 7116'NOM. 7/16"NOM. 1"NOM. 3/16"HS GLASS 3/16°HS GLASS 3/16'HS GLASS .090"SG .090"PVB -090"PVBIhk3/16"HS GLASS 3/16• "HS GLASS 3116"HS GLASS �. 0 3/8"AIR SPACE ,y 0 , ,�. 3/16"T GLASS 1 0 t1 83 , II ' 3/4"NOM. EXTERIOR ii H� 7 3/4"NOM. I( 1 EXTERIOR GLASS GLASS NOM. a ,� BITE BITE hliIlCID \' 13/4" GLASS rAll■ BITE o 1 ® J to m l ® 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS TYPE G5 9/16"NOM. 9/16"NOM. 1"NOM. -.- 3/16"HS GLASS 1/4"HS GLASS 1/4"HS GLASS ,090"PVB • y .090"PVB .090'SG 3/16"HS GLASS • 1/4°HS GLASS 0 1/4"HS GLASS 0 5116"AIR SPACE illik0 [1111E1IM VI1/4"T GLASSPRODUCTREVISED82 4 , as eomptyingwiththeFlorida7 3/4'NOM. 7NOA-Na. X7.0420.12 3/4"NOM. ` 3/4"NOM. EXTERIOR ,� GLA88 EXTERIOR .i GLASS Expiration Da 02/77/2020 �j BITE Is�:/ GLASS BITE BITE By _J A1:11, EXTERIOR ' Miami-Da =duct Control m to to t ® 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A ``,,I II 1111,,,,7 .,•` ONY CYN,y ,',,, •.,..• ,,ICEN• ,p GLAZING NOTES: .yr 1 No.58705 =_ °ANN"=ANNEALED • = ' El' _ "HS"=HEAT STRENGTHENED SEE • SHEET 15 FOR SPACER DETAILS. ' "T"=TEMPERED ® 1070TECNNot0GrDxrvE v" %�Q�'• STA L-o/ .�� ^PVB°_.090"TROSIFOL PVB BY KURARAY AMERICA,INC, N.VENICE,FL 34275 . I_ ---_1 GLAZING DETAILS 0, ' 'goo �` "SG"=.090"SENTRYGLAS�BY KURARAY AMERICA,INC. (941)480,15oo � m ?, RIpP'' G���. a-..lar row R CERT. 11179 529795 SERIES 770 ALUM.SGD-LM IMPACT a�� ''7 TONAL r=-,o`` • JR 04/05,'17 C NO CHANGES THIS SHEET. A.LYNU IZiILL�R,P.E. a.JR warm c"odmur V. 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Z 4 X = l' i '4"Ifigktg4CL-fig2C4tf120-1g2 tg 7 Z m T 0'C L'-CL 45 Ili X 4 a ir*cs'5•` Cautill‘t - b l' ,f, I 1.5,„i"'3•J.T..'=""13.§i'''d'.E...14"a*' ..o`..4"31 o w • •-.PI Ili co UJ 0 ,- e g (0= wic..(0.700, m mitt.2,5 1,2 co 2 ui co4-.014 1_,,,1._2 .,z LI li lu I . S ,..., 6 43 li.:..,,z1r, tZoro(lzWIX ca a .5 g.. 3 E. t it4"'S ... 4 C4 cn ol co A w,,-wos w - ,...4 rO wri'm mud Puiu1014 0 .-09.2,....0<0 z" a`cc aCC 1--‹ z'97-l'N471--(3 a I- i a . • • • . . , * . . NO FRAME "5+10"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER JAMB (9)P-HOOK SEE"C5"CLUSTER MAX.UNIT WIDTH �— DETAILS,SHEET 10 SEE SEE"C5"CLUSTER DETAILS, SPLICE ;.• REQUIRED @ (PERPENDICULAR TO GLASS DETAILS;SHEET 10 FOR FOR ASTRAGAL EXTERIOR PLANE)SEE TABLE 2,SHEET 7 REQUIRES"C6 SHEET 10 FOR INTERLOCK 24"MAX.O.C. NOTE, INTERLOCK _..✓ THIS POCKETS AND \--.-- 48"NOM. CLUSTER,SEE ►' SHEET SEE POCKET (10)P-HOOK I _ + x \ANEL WIDTH ~DETAILS,SHEET 11 x x x r - x x x K INSTALLATION, MOUNTING 6"MAX: (TTT x `x`—'x j x x ,(�x xx�xJ x �� x x x "-I :1, ADAPTER I ' L Er MAX THIS SHEET ANCHORS MIDWAY 0 3°MAx. ✓` &SHEET 14 BETWEEN P-HOOK II I I I 4 PAIRS OF 4 ` ANCHORS&AT 3" 1 I®I o, x=FRAME x x I ANCHORS ,tt�:_, r ' , , 1 FROM TOP& .p 14•MAX O.C. 0 t0 ANCHORS 96" (TOTAL 8 )• BOTTOM o ' ' 0 UNIT 21"MAX' ANCHORS 4.051' ll�'�PAAX TO OPENING y'o I IEI IDi + n HEIGHT O'C' PER JAMB r �=P-HOOK EDGE OF POCKET SEE '.4 I O I ANCHORS x x (SEE JAMB ("_2 INSTALLATION .,a. 14"MAx.O.C. X 1 DETAIL / DETAILS.'Jo'&'Kc', ®' IDI } fil o=P-HOOK BELOW) } ^`/ END PANEL SHEET 14&PART i lel i o' X MOUNTING ` / ANCHORAGE DETAILS,'J'&'K', y l 0, r 3"MAX. ADAPTER x x 24"MAX. / (2 ANCHORS) SHEET 19 FOR Y `— II I t • 'ANCHORS O.C. P-HOOK I--•___e_�• lox / "+2" -- x x x - x x x x xx x • x r :/ END PANEL 1 '• /— ANCHORS END PANEL. . x, , x, x X X x x x „ x x x' x 0"MAX. ..J. ANCHORAGE(SEE T ZY ANCHORAGE ANCHORAGE x x' "+2, ,+2, SKETCH BELOW) (l xXxx (SEE SKETCH BELOW) �,+2' °+Y "+2^ ANCHORAGE ANCHORAGE • CENTERLINE 8"MAX,TMP' -4— ANCHORAGE ANCHORAGE ANCHORAGE 4 / OF PANEL 1 2.04' 24"MAX. / EXAMPLE:5-PANEL,2 TRACK,90°OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. / 48"x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) III 6. SPLICE NOTE: t /-`4, ANCHORAGE EXAMPLE NOTES; NON-STRUCTURAL 11 1)APPROVED ANCHORS:SEE TABLE A SHEET 1 END PANEL ANCHOR EXCEPTION:('+1•ANCHORAGE ONLY): ANCHORS MAY BE ADDED 2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE TO NEXT AS NEEDED TO ALIGN THE -4—CLUSTER TO BE—✓ r EXTERIOR HEAD OR SILL IF A SPLICE ,y I CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: 24'0.0 OR LESS _z 21" I E OCCURS AT THE P-HOOK. 48" NOM. •• INTERLOCK HEAD&SILL:8"MAX.FROM FRAME CORNERS. K,J7-i r i-r7i -:.�- MAX. USE SPECIFIED CLUSTER FROM APPROPRIATE 1 PRODUCT REVISED PANEL - SEE"C5"CLUSTER ''^®• ` - D.C. as complying with the Florida WIDTH / DETAILS,SHEET 10 TABLES,SHEETS 6 8 AT EACH INTERLOCKAND 1— ��NEOFEnDPANEL Building code / STRAIGHT AND CORNER ASTRAGAL LOCATION, ANCHORS AT MIDPOINT OF END PANELS ARE ONLY NOA-No. 17-0420.12 FOR INTERLOCK 11111115.64" 1 PLUS SPECIFIED QUANTITY OF ADDITIONAL REDURED IF THE O.G DISTANCE TO THE NEXT ANCHOR [!xpirallon Date 2/17/2020 t /^ +2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24',OTHERWISE ANCHORS ARE NOT i REQURED AT THE MIDSPAN AS PER THE FIGURE ABOVE: By ���' / ADDITIONAL ANCHORS 24"0.0:MAXIMUM. W MqX. 3.5",1, - �I�I Miam-•a. •ro•Un on ro iI LCENTERLINE JAMBS&P-HOOKS:0'MAX,FROM BOTTOM;21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR /....__,!' OF PANEL 2 0.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE 2-TRACK / P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB / "+2"ANCHORAGEANCHOR PAIR l-.� REQUIRES CENTERLINE SEE"CE"CLUSTER CENTERLINE END PANEL "C6°CLUSTER,SEEOF DETAILS,SHEET 10 OF ANCHORAGE 14 DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) 8" INTERLOCK ASTRAGAL I/ 4 - ^ 4.051" .._ _I --�• 3.5" I MAX. 1 Ii,/, r • ` \ • sI .. /// 1 2 / //// " v////44/l/9 //qr./ 17 `.X���NY LYN/ j7ii fL�CENTERLINE -7 IL�CENTERLINE CENTERLINE :*; No.li8705 •'� EXTERIOR L I OFPANEL 3 °+2"ANCHORAGE I OFPANEL4 "+2"ANCHORAGE V OF PANEL 5 >}' SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS -'O ^- 1070NT ENICOL FL 34276DRIVE ^-/ ANCHORAGE SPACING&EXAMPLE PLANS :�T'•. ST TE 'F ��; (901)400.1600 -0.1017 . G.\"• Rawl By DEL Rnnom: CERT.OF COPYRIGIAVM!. Ines ® SERIES 770 ALUM.SGD-LM IMPACT ',fief** M111.61‘,P,E` JR 04105/17 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES scrarnIDE gy; ;, �,,,y,ya R., Dm9SE Dad: cmdmdDy. Dar POT/NLD9lx1ES.NG 300-770 NTS 9 of 22PGT0I30 C PE.p 50705 .114 10/10/14 _ ALLRroM9RE6FAVED . ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR INTERLOCK SPLICE LOCATION ii ii 6"DIAG. . 2.04 INTERLOCK- IF NEEDED INTERLOCK-1 CONDITION,USE -H-.-IF NEEDED 2.04" CENTERLINE I CENTERLINE "C8"CLUSTER DETAIL) CENTERLINE 1 II 111 1 6"DIAG. 1,76" 3.8' EXTERIOR 7" 7^ 31.75" .5" l' i= E Immowl11111111.111.1.2mmillin 2.04,. INIMINIIII 21" r4"DIAG. .-- sum== aimmummom 2-04° limminimanimmr-, IEXTERIOR MMENNIMIMNIIM= INEE11111111111EAMINIII V.A. NM 2.04" MIIIIMEMJNIII=Mie= ... .m.... MAX O.C. I 21" l' ---*-- IIIII 5.64" MAX. IEVammoN1 4"DIAG. 7' P. 3.8' 0.C. EXTERIOR im. r EXTERIOR 7" EXTERIOR f 2-TRACK FRAME HEAD/SILL 43. 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 6"MAX. I I ASTRAGAL( 1 INTERLOCK A ASTRAGAL OR INTERLOG< (01 11111 1111 5.64"ASTRAGAL OR INTERLOCK 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED."C5") ANCHORS ARE REQUIRED,"CS") ANCHOR PAIR 6"MAX.1111111111 . • i-- 4-TRACK • ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR LSPLICE LOCATION fp 6"DIAG. FRAME JAMB INTERLOCK..-- IF NEEDED INTERLOCK-.I CONDITION,USE INTERLOCK-'1 IF NEEDED2.04" Ihril EXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE "OS"CLUSTER DETAIL) CENTERLINE 35" . ---*— r Mil IIIIIIIIIIMINIMENE Iffionimr.=rot_MINNIN INIMIIME111111=11. 21" • r ANCHORS MAY BE INSTALLED EITHER IN THE EXT.OR INT. 11110IMMIMIIIIMIIMOm 11111111..111.1.11 2.04" =Mr '"DIAG. 111 MAX. TRACK(INT.SHOWN) • - iMIIIIIIIMMINIE111 4.08" ... ..... .:7/11011iMi=t 4,05" 11111M1111MIIM MEM:2W= 0.0. I ' i NOTES: 111..11111.1.1111.11 mmer4.1011111. 111.11 WI NMI 104" 1 1.ALL DIMENSIONS SHOWN 1•=1111..11 .:••• .111SIMINM M.......)1.11.M... .......gE=M=1111 6.64" NI I ARE BASED ON MIN. EXTERIOR . EXTERIOR 4"DIAG, EXTERIOR 3,5" 7" • i ALLOWED. 3.5" EP MAX. 1 2.FOR HEAD OR SILL SPLICE , •,. 0. 3-TRACK FRAME HEAD/SILL 4) 3-TRACK FRAME HEAD/SILL 0. 3-TRACK FRAME HEAD/SILL - LOCATIONS/ANCHORAGE AT (SI ASTRAGAL OR INTERLOCK (.01 ASTRAGAL OR INTERLOCK. (0 ASTRAGAL OR INTERLOCK P-HOOK SEE SHEET 9. (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER f 3-TRACK FRAME JAMB ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"CS") ANCHOR PAIR PRODUCT REVISED as complying with the Florida ASTRAGAL OR I....SPLICE LOCATION ASTRAGAL Oil (FOR SPLICE ASTRAGAL OR (FOR SPLICE CONDITION,DO NOT FOR SPLICED CONDITIONS ONLY: Build/ng Code NOA-Ne. 17.0420.12 INTERLOCK-H IF NEEDED INTERLOCK INTERLOCKH CONDITION,USE USE THIS DETAIL) • SPLICE LOCATION Expiration Dat'02/17/2020 CENTERLINE I ' CENTERLINE I CENTERLINE --1 1.75" "GO'CLUSTER DETAIL) 3.5" r IF NEEDED 3.5" ...• By ..„,-- , ,--..--,--•_____ MlaTml-D • Product on rdl 1.1111111.1111..1111111.= WIIIMINNIIIIIIIMIIII 1111111MMILIMIMINIIII c Illicw=maimmilmi iiiilligliniwill=-M ismizrAmmommi EINIIIII_IW. I. 2.04" 111111.111.11 4"DIAG. IFAMMIIIII 2.04" 4"DIAG. 2.04" M141111.111.11111 NIMEMMOIliP "." INIIMIIIMI= .-. ... iliNIMMINNI • 211111.11.11111111M 2-04" 5.37"DIAG. nimmitmi. 2.0 EMI= [NMI= 4.Millirwri: 1E- 111118MIIIIME= NIIIMEMOMINIMMIEMI JIIMENII/17011 __ 7 _ 111.11.1..M11.111111MMINI 4.08' -_ 4 DIAG.,. - All 2.m.'" —.071 ,2 tzlimimm•invEr.....)__ • —...-- ---- \`' owi.t7Y7viv 1/ EXTERIOR EXTERIOR 7^ EXTERIOR 7" 3.5" •"; . ..- 0' 4-TRACK FRAME HEAD/SILL '43' 4-TRACK FRAME HEAD/SILL . " 4-TRACK FRAME HEAD/SILL •:: . -- Cd;ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK 2 ASTRAGAL OR INTERLOCK .. *i No.58705 .. - *-.72 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED."C6°) ' ::.-13 : ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"05") WITH&WITHOUT SPLICE CONDITION '5-73 • iFteq---4 -- - la / .17' — --'0-- ' 1070 TECHNOLOGY ORNE N.VEN/CE F34275 ANCHORAGE,EXAMPLE CLUSTERS '',Oisl„..'•:".<0.qio.N...*,1, ,.;. Mg 4804500 po....41- ,.., n-der. 041... RoWarg CERT.OF AWN 429266 a. SERIES 770 ALUM.SGD-LM IMPACT 'Irliiiilio JR 04/05/17 C NO CHANGES THIS SHEET OOP Mrt.41r0.7.017 • Serks.Naki A.LYNN MILLER,P.E. 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LION31N1 �� .5'E .5'E ,�/�� I .Z L'9 'jj1� .Z i'9 � ' .46'8 '9'00.b f I ��p.4 lll� 1! t 'I�� 197.TM1Nii a0183.LNI aOHONV.I+. ."0'Z 101a31N1 .40'Z a01a31NI .60'Z .40'6 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 MI - SEE TABLE A,SHEET T EXTERIOR 2-1/16" Mal 1/4" IIIMMI 2-1"6". . nom 2-1/16"• NOTES: 1/4" 1.ALL DIMENSIONS Imr--------.7-.-4--.'"•wl."7'"---r----,...--e..,,...ft MAX MAX SHOWN ARE BASED SHIN.' EXTERIOR Illi'Mlh: IIIWI i- slim. EXTERIOR 0114,11111MMT111 SHIM ON MIN.ALLOWED. mon... .: '_ <=1 r er.. ."'-'111.1... .— ------j..1.1 li.IF7 T <=1 2.METAL OR WOOD EMBEDMENT: j 7,--rwi--Fp_ 1 SUBSTRATES MAY BE I III WI it, I I FilFird Wriil -I SEE TABLE A, , L_J 1 i I, 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 'DIAGONAL O.C.IS 2-TRACK FRAME HEAD &eh 3-TRACK FRAME HEAD Az,4-TRACK FRAME KEAD MIN 4"(HEAD&SILL) WZI WOOD INSTALLATION C.....6v, WOOD INSTALLATION TIV METAL INSTALLATION 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 S,SHEET7 lifil , II NOTE 5,---1 LiL1 , I NOTE 5,---1 101k,jillkcw_ig4.111H THE METAL SUBSTRATE 1(1/4"MAX. t ir,Wili1111___1_.11W j SHEET 1 i I-. .m "_,Iisi orfuriar ir, 11119111LJ SHEET 1 t ,h-g7„ -Tr, itTy,gyp_mi till Ilf,,,C1 ' ---•.''' L-T-'042:1 ,.._.,____.., -2._' -...- OW MAX.) .--• 21. .:, i'''.3....• I - (1/4"MAX.) T .•.'-jdnakaitakausi.D.cr. • '° - EXTERIOR I—W..__ ..„ . 3—.. .....„........i• -. ,„____ __._.m......... EXTERIOR 0!-..:11 .'' 1 EXTERICR I 1= ...,..,..,,,,-..„ EMBEDMENT:SEE . <ID <j 11111111 — <It:32-1/16.• MEN 11111 TABLE A,SHEET 1 - 2-1/16—.-"* -------r.---.----- - -----.. 2-1/16"• EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL ,ta 3-TRACK FRAME SILL 4.q i 4-TRACK FRAME SILL D\„241, WOOD INSTALLATION 14.111 WOOD INSTALLATION WYMETAL INSTALLATION EMBEDMENT:SEE PRODUCT REVISED FABLE A,SHEET 1 • I as complying with tho Florida Building Code EMBEDMENT:SEE - tioA-No. 17-0420.12 TABLE A,SHEET 1 ---.1 EDGE DISTANCE: EMBEDMENT SEE I _ ! v EDGE DISTANCE: 4111 METAL TYP., - 1 I SEE ANCHOR SEE TABLE A, SHEET 1 Expiration Dater 02(17(2020 MI tror anDa roduct Con • TABLE A,SHEET 1 —..1 . 11111 SEE TABLE A, NOTE 4,SHEET 1 al- . 2X WOOD rii EDGEBEE DISTANCE:TABLEA 2X WOOD SHEET 1 TYP.,SEE ANCHOR _Aril it 1 1 ifi , SHEET 1 TYP.,SEE ANCHOR— i Ai 1 1 2-1/16"' NOTE 3,SHEET 1 irr ..... NOTE 3,SHEET 1 -- '1 k EMS ANCHOR'TYP., Illi 2-1/16" SEE ANCHOR.NOTES !gm Ilini WOOD ANCHOR TYP., &TABLE A,SHEET 1 Air i WOOD ANCHOR TYP., --- SEE ANCHOR NOTES j----I ,- 11 I MIN.OF 3 &TABLE A,SHEET1 'U.&Idl n SEE.ANCHOR•NOTES ruri:- ri,P1 THREADS yillimi,, - EXTERIOR &TABLE A,SHEET 1 11011 EXTERIOR EXTERIOR BEYOND THE oN",-01 N` •N'%.•- ..•. • ',.• I METAL .;.• ..... ucEN,ss,„:... •:- 0.- 1/4"MAX.SHIM —.--I I--.--• •O• 1/4"MAX.SHIM —,--11---- cia SUBSTRATE ...i7. ,.' c '..(1•43.--_. 1/4"MAX.SHIM I-..-- -2'*,: No, :".-- - : ieth 2-TRACK FRAME JAMB I. 3-TRACK FRAME JAMB , tahlik 4-TRACK FRAME JAMB lir WOOD INSTALLATION Igrfl WOOD INSTALLATION Qt./METAL INSTALLATION . 1070 7ECHAtOLOGY DRIVE sv.p..- . i \-X. 'ST r o •44/.-,-. h I,VENICE,FL 34276 ANCHORAGE DETAILS "::-`111%.:`?orsio...-4",•:* „,Sir, 11.s.:I Or. ix.: Rerf.daw CERT.cFAUM an= a. SERIES 770 ALUM.SOD-LM IMPACT iii—NAL 0 JR 0405/17 C ,R0 CHANGES THIS SKET. [GAMOW 0 Mt •. AkudItght Gcarcc 9Mit Ron A.1.1411‘111.114.E. 1.0.1,1: Des: Clocital By&din IPOT MUMS%ING 800-770 NTS 12 a 22 773130 C REA 56705 JR 10110/14 ALL RIGHTSFIFSEAVED . P9 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 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 TABLE A,SHEET 1 CONCRETE CONCRETE SHOWN ARE BASED PER TABLE A,SHEET 1 114111.1.1.1 2-1/16"* PER TABLE wk. III 2-1/16"• PER TABLE IEL A,'SHEET 1 11, II , 2-1/16"• ON MIN.ALLOWED, A.SHEET 1 EXTERIOR• '''.1510VINVERN 111WWWISSIIN 1/4" *DIAGONAL D.C.IS ,...,..... •-•:.f.,•'•;7' •. , • ,•..••7!:7.4 -.' " I- MAX- MIN 4"(HEAD&SILL) :1 -. -. .-*---, ..i ii.mr ,.. _-__ -_ F-_.!.it,A-,_.-..1: -..1„. ..., 1 SHIM OR 6°(JAMB)SEE '-. ..-,...-------•:e-.... ...---._ .......!-,...-----„ .1a.- 7.77...._c_ DETAILS,SHEETS EMBEDMENT: Tirill-1-117/ 1/4" EXTERIOR FIWT-TOT-li71 11 4" EXTERIOR T-rw --1- tio--7 MAX. 10&11. SEE TABLE A, - I IN I MAX. ., : 1 1.1, IN riii 1 . SHEET 1 SHIM SHIM <a PROPERLY SECURED 1X CONCRETE ANCiOR TIE'., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED lx CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TM.,SEE SEE ANCHOR NOTES'& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& , ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTES,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 16,a 2-TRACK FRAME HEAD An 3-TRACK FRAME HEAD " 4-TRACK FRAME HEAD 1V CONCRETE INSTALLATION AU CONCRETE INSTALLATION qv CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED lx CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TIP,,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-1 * rIkl , iii * * SHEET 11 Jill- 41.1k----1-- SHEET 1-/ 47. .471---,-4 -1-1 t gime pr, .MI mIONI WE on IT Ir L ige,ii L r FAL, ..'ai, -,-0,1,,w=,. I ow MAX.) ___rozaNstiEttEtmerronatrAtni- I (1/4"MAX.) _Aa?..,,,-71- 115.60.11 .,. 1 - T-- -i------- 10 -- - t ,,m!„ ..,,, ---.:..—_,_ ,...x.---..- -_.-, ,,szr.--_-.-_---=--.:,._-_----.-ra EXTERIOR I skeNNE EXTERIOR laniaMIEL....BEE...... EXTERIOR I MOINIMEEMERM 2-1/16"• 'MM. <2 2-1/16"• MIN < 2'1/16°• MEN ril CONCRETE PER TABLE EDGE DISTANCE: 111111 CONCRETE EDGE DISTANCE: 1111 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, A,SHEET 1 A,SHEET 1 SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 ez,2-TRACK FRAME SILL A i 3-TRACK FRAME SILL iifik 4-TRACK FRAME SRI CV CONCRETE INSTALLATION 1[7 CONCRETE INSTALLATION IrY CONCRETE INSTALLATION . EMBEDMENT:SEE I -•- PRODUCT REVISED TABLE A,SHEET 1 ,. as complying with the Florida EMBEDMENT:SEE "..,1:,,-, 1 Building Code NOA-No. 17.0420.12 TABLE A SHEET 1 .1 1 '.': EDGE DISTANCE: Expiration Date 02/17/2020 • EDGE DISTANCE: PROPERLY SECURED'rII! •::.:“.,.: SEE TABLE A, .--- ---' EMBEDMENT:SEE 1 CONCJCMU ANCHOR III SEE TABLE A, 1X WOOD BUCK TYP., I: ..'..: SHEET 1 hliathref control TABLE A,SHEET 1 ----" TYP.,SEE ANCHOR hour,i 0,. -- SHEET 1 SEE ANCHOR NOTE 3, .. i 11 ..,: EDGE DISTANCE: NOTES&TABLE A, 71 . SHEET 1 OM II I. ';.. PROPERLY SECURED -11 SEE TABLE A, SHEET 1 2.1/16"' 1XWOOD BUCK TYP., 1111111 SHEET 1 II SEE ANCHOR NOTE 3, M.:- ••,.. CONC./CMU ANCHOR SHEET 1 .1.4. -- PIO'' I '':,..:.2-1/16"• TYP.,SEE ANCHOR r IA NOTES&TABLE A, CONC./CAW ANCHOR 2-1/15" . PROPERLY SECURED 1 1X WOOD BUCK TYP., if SHEET 1 ':.!:;•\ CONCRETE . -• TYP.,SEE ANCHOR lowi! SEE ANCHOR NOTE 3; - il ! CONCRETE . NOTES&TABLE'A, 71 SHEET 1 I , CONCRETE OR CMU EXTEMOR LI ..:''.:' PER TABLE ' ,„‘`0,011... .-,-,•riff ''',:, EXTERIOR OR CMU EXTERIOR I PER TABLE 0'1/4°MAX.SHIM --..-II-•-- 13 7'; .:.• ',:t.• ''.c-c` ''.-- --•••-• ..•P .: A,SHEET 1 4}1/4"MAX.SHIM --41-- *i N..58705 :.-...•, 1/4"MAX SHIM I-.-.-- - : ,.. . - ail 2-TRACK FRAME JAMB &a 3-TRACK FRAME JAMB ini 4-TRACK FRAME JAMB ---.-13 '-.a-- -t-.4— , z Iew CONCRETE/CMU INSTALLATION \.1-...,.1c/CONCRETE/CMU INSTALLATION ger CONCRETE/CMU INSTALLATION 7;13 ; i tY- -0 ' S TE ... 1070 TECHNOLOGY DRIVE Dawdosar i ANA.,.' A, '_•L e C I.:, N.VENICE.FL 34275 ilk ---- ANCHORAGE DETAILS '',,,,:-.c,".*.'<ORION..*:.:„W,, <1.,,SI ."•..••''......,..10-,,:. . 0111)480-1800 .5000."-..... ... /.e,; NAL r..,-0 s.\ CERT.OF ARM/12929G SERIES 770 ALUM.SGD-LM IMPACT m111111110' JR 046,0547 C NO CHANGES MASSEr. COMitriof rekaff — +3 544•44.1: Ws: ehme 0.3.10H. 14r. - A.LYNN MILLER P.E. -amity: 0.49: Chacksd 8y,Dee PartfalSIRIWNC 22 SOC,770 .NTS 13 d PGT0130 C P.E.4 51705 . JR ional.14 ......r.suivw . .. • INSTALLATION DETAILS NOTES: • 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL I 2.693"MIN. • • ON MIN,ALLOWED. INSIDE POCKETS ' EDGE EMBEDMENT:SEE TO PREVENT I DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION =�'—'. CONC./CMU ILLUSTRATIVE ;. `� SEE ANCHOR NOTES I� PURPOSES ONLY.SEE .,!! r' AEE�Iti�EMBEDMENT: &TABLE A,SHEET 1 IALL APPROVED SEE TABLE A, (ALSO SEE TYP, g= . + TABLE A,SHEET 1 SUBSTRATES. SHEET 1 ����� 0 ILLUSTRATION,SHEET 9) aYf1-1/4"MIN.EDGE DISTANCE lowir. ;;-1, - !'� EXTERIOR 3.SEE TABES 1-3, ,fir TAG DI,SHEET:SEE #:' >• Q I n SHEETS 6-8 FOR ��,�iti7 TABLE A,SHEET 1 EMBEDMENT: " -' }r'•-+ V REQUIRED P-HOOK 0 `•�+��1 �+ SEE TABLE A, ' . .?-. ;: ;•_! P-HOOK MOUNTING AND P-HOOK r� 'tea EXTERIOR . SHEET I •,N.: a ADAPTER CONC./CMU MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., • �'I �1, ' ANCHOR TYP„SEE SEE ANCHOR NOTES -v'��_t'-� `� P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES. CONCRETE OR , , ALSO SEE EXAMPLE &TABLE A.SHEET 1 EMBEDMENT:SEE A,SHEET 1 ON SHEET 9. (ALSO SEE TYP. 2.693"MIN. CMU PER TABLE. TABLE A,SHEE I 1 (ALSO SEE TYP. ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9) • Ina P-HOOK FOR USE WITH FLAT SILL RISERS' in,P-HOOK FOR USE WITH ANY SILL RISER ®PARTS#18,#20,#22 OR#24, 0 PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES.IA,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 MOUNTINGCONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU _ NOTE 4„SHEET 1; EMBEDMENT:SEE ADAPTER SMS CMU PER TABLE TABLE A.SHEET 1 ANCHOR TYP.,SEE • TABLE A.SHEET 1 MIN.OF 3 THREADS ANCHOR TYP.,SEE A,SHEET 1 , ANCHOR NOTES&TABLE • BEYOND THE METAL ANCHOR NOTES SUBSTRATE 0 &TABLE A.SHEET 1 EMBEDMENT: ;`';.f'` ; '';r::,.•' (ALSO SEE TYP. PRODUCT REVISED (ALSO SEE TYP. ;'•. ILLUSTRATION,SHEET 9) as camel ing with the Florida SEE TABLE A, ::a,.:-;; ;:•,.::.- , odo ILLUSTRATION, Building EMBEDMENT: J 1 SHEET 9) SHEET 1 'r. ..••.?:.:_••;,r: NOA-No. 77.0420.12 SEE TABLE A, i' EDGE DISTANCE:SEE ! Expiration Dat 02117!2020 SHEET 1 :_�',� TABLE A,SHEET 1 • '{'j•••'....'• ••'!•:•-:' ; 1.114”MIN.EDGE DISTANCE B /_.,-- ,':-..;•••.':.:'...•:- _� -"^�� i�' •0 y���l�!� Mlam e ro tic on ro P-HOOK SMS ANCHOR 7YP., -- r~,- �'� �•+ ExTEwoR P-HOOK CONCJCMU /--,1 r EXTERIOR • SEE ANCHOR NOTES "' J�� ANCHOR TYP.,SEE n &TABLE A,SHEET I __ V ANCHOR NOTES&TABLE :.E _ , V (ALSO SEE TYP. 2.693"MIN. A.SI•IEE-T 1 2.693"MIN, ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TIP. EDGE.DISTANCE ILLUSTRATION,SHEET 9) 7?3i P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS c:.'O. .•)'.Nil/ •41 , IV PARTS#19,#21,#23 OR#26, PARTS#19,#21.#23 OR#25, ;` .'... ..10ENSF'•.�� ; METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR Q: (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNTo.58705 , FOR WATER RATINGS) :77:ks:16,..'74.14l9.1+.1.7-...t, _ ONLY FON WATER RATINGS) ONLY• � ;Q � *_ 1070 TECHNOLOGY/AVVS na"V"' E •'��`N.VEMCE;FL 34215 - ANCHORAGE DETAILS '•�?�.(949480.1600 4 I w. ! /ONAL E`_" atir m� °"r GERM OFAVVM028398 SERIES 770 ALUM.SGD-LM IMPACT �L111IiiIEt7`` JR 04/05%7 C NO CHANGES THIS SHEET. • eorrwOHroa+tr a® e e..awoe &Itr Wort a.w„ona. a. A.LYNN MILLER,P.E. oarnaa 0.m: Mammy New nrr:xnuem¢s.u+o SGD-770 NTS 14 d 22 PGT0130 C P.E.058705 ' JR 10110/1.1 • NCRIGMRsarnVm CONFIG. EXAMPLES . . MAX.UNIT- --•--------- WIDTH --------------- MAX.UNIT WIDTH HEADER DETAIL'A', MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION -..-DLO TYP.PER TABLES 1,3 DETAILS'Aw'&'Ac', WIDTH INTERIOR . SHEETS 12&13 - NOTES: _ --------- -----— EXTERIOR 1)SEE SHEET 17 FOR INDIVIDUAL __ PANEL CONFIGURATIONS AS I - ' 90' APPLICABLE.SEE DP/ANCHOR PANEL PANEL PANELTYPE YPE PANEL CORNER DETAIL'N2', TABLES,SHEETS 6-8 FOR MAX. T PANEL HEIGHT AND WIDTH.SEE TYPE 'QS' 'AS' TYPE SHEET 19 SCORNER 'A' 'K' ANCHORAGE SHEET 11 SHEETS 18&10 FOR SECTION MAX.UNIT NOM. DETAILS AND SHEETS 12-14 FOR MAX. . PANEL ' / MAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. • PANEL ,i .--.-,i WIDTH TYP. 1-- i i ' DLO PER 'M'.SHEET 19 2)(1)LOCK(ITEMS 75&107-110)AT 'HEIGHT r SEE PER I n HEIGHT TABLES EXTERIOR INTERIOR EACH LOCKSTILE,LOCKING INTO 1. NOTE 2 TABLES 1-3 1I 1-3 KEEPER(ITEM 103)AT FRAME JAMB ),.....' ! OR ASTRAGAL. <tID JAMB DETAIL UT,SHEET 3)PLEASE SEE APPLICABLE 1:11> X 18;INSTALLATION DETAILS I ASTRAGAL&INTERLOCK . ' X _:.-------- ,--- X 'Gw'&'Gc',SHEETS 12&13 COMBINATIONS PER DP/ANCHOR , • _____1 _ -___--_—. TABLES. i • 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' 'Dy. &'Do',SHEETS 12&13 ..... SILICONE ...... HOT-MELT BUPA. 41 STRUCTURAL -"•%,. SILICONE SILICONE STRUCTURAL ,,.. 1/.1n NOM. FOAM I-----3116NOM. BY OTHERS POLYISOBUTYLENE 1010 1111 NTH DESICCANT I WITH ' DESICCANT/ P . ”.- EXT.GUISS EXT.GLASS A #8 X 1" . #10 X 1-1/2" PH SMS PRODUCT REVISED PH SMS ALUMINUM as complying with the Florida • 1110 '1 1 ilf III ,IIT.GLASS INT.GLASS Building Code NOA-No, 17-0420.12 e KODISPACE 4SG TPS e.SUPER SPACER°NXT' Expiration 08112/17/2020 By MlamI-Dpie Product Control II III l REINFORCEMENT DESIOCA_N5T16.FILNL:EA •-.. euTYLENE FoLYiSo- PANEL CORNER FRAME CORNER 6/16iNfy DETAIL DETAIL BUTYL& 4. SEAL 1 '110/11. SILICONE SEAL ROLL-FORMED EXT DESICCANT STAINLESS STEEL .GLASS Part 4 - Description Material • o‘iiiit,,,,k, \s EXT.GLASS )11111 N% ()IAN. 124 K omme a I ng 4-SG 7F'S Spacer System /) ..` w\\)4...•• .. ..,.41/ .". See this 125 Quanex Super Spacer nXT with Hot Melt Butyl ..z.. . ... ocests6. .. s'• Sheet for . INT.GLASS ::" ‘i".• 126 Quanex Duraseal Spacer INT.GLASS Materials ::*i No.58705 .. ... 127 Cardinal>1 Edge Spacer 0 DURASEAL®SPACER 0 XL EDGET4SPACER REFERENCE TEST REPORTS:FTL-8717,896E1 8,8970 1070 TECHNMOGY ERNE g]...16.... (941)419-IBIS N.YEMCEFL 34275 ... ANCHORAGE DETAILS/EXAMPLE ELEVATION Ripe iamd tlx am* A.A.A.: CERT.OFAUTH.MEN kje . SERIES 770 ALUM.SGD-LM IMPACT JR ,04,95/17 C NO CHANGES THIS St/EEL awmaNT0011 tinnighek Ron- A.LYNN MILERP.E.P. Ma.* DOW Cheiftler Cab, POMIX,SITUES,INC. JR 10/10/14 MI RIGHT9 MOM 800470 NTS 15 a 22 PG70130 C P.Eir 68705 . • • CONFIG. EXAMPLESINTERLOCK DETAIL I roil ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 I M.,SFIEET 19 OPERABLE JAMB DETAIL'G3%SHEET 18; <7.• cr-INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13 SHEET JAMB DETAIL'02', ASTRAGAL HEADER-DETAIL'A',SHEET HEADER DETAIL'A',SHEET 18; SHEET 18;INSTALLATION DETAILS'11'S 18;INSTALLATION DETAILS . INSTALLATION DETAILS'Aw'&'Ac', DLO WIDTH JAMB DETAIL'G3',SHEET ,,,,•-•18;INSTALLATION DETAILS DETAILS'Gw'&'Go', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13• SHEETS 12 813 TYP. SHEETS 12&13 GO° , ' 'Gw'&cc',SHEETS 12&13 • _Immilimim, immummul immomm mem • , C , PANEL . PANEL PANEL PANEL TYPE TYPE TYPE TYPE :1 ' PANEL j j -F,-cke,s';,:PANEL --: PAN,QpsEE.L PANEL 0' - HE I 'A' I j MAX. 'M', LITESFILHEOECTK19DETAIL CORNER 1 i MAX. 00'OUTSIDE / NOM. I I/ ' j / ' HEIGHT SILL DETAIL MAX 'I IPDTHE4.1 11 ' ' , PER tr,SHEET /;' I PANEL ' ift PER DETAIL'N1',SHEET 19& ',, ,?; PER lj J , SEE ji, TABLES 1,,,..,.., .TABLES 1-3 1I j NOTE 2,- II, 1-3 ' DLO . , i 1 INSTALL ' .11 MM.' ' WIDTH TYP., ' 9. ' SEE ij TABLES ; NOTE 2, ' .1_3. CORNER ANCHORAGE SHEET 11 .,HEIGHT SHEET 15 J ,HEIGHT : TABLES1PER1-31 ' !SHEET 15 DETAILS INTERIOR X to ° J <3 * I <:1 SHEETS 12 <=1 I * ei> '<° EXTERIOR -• X X X ........_ ........ ....i. 1 ( I NOM.PANEL WIDTH TYP. ii 'ir _... . L, -ion.m.iiiii -,..„____• , X -_-___ . -MAX UNIT WIDTH • ---r----?. m. maimemo"-d_.. __________-----,- PER TABLES 1-3 SEE FRAME& .-----------r. PANEL CORNER EXAMPLE:OXXX, SILL DETAIL'D',SHEET 18; -.--------------MAX.UNIT WIDTH MAX.UNIT WIDTH CONSTRUCTION INSTALLATION DETAILS , DETAILS SHEET 15 (2-TRACK) 'OW'&'De',SHEETS 12&13 EXAMPLE:900 OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL ,SHEET ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'tw18;'& . L2,SHEET 19-.- __, INTERLOCK DETAIL'M',SHEET 19 'Ic',SHEETS 12&13 \ ,-.-) HEADER DETAIL'C',SHEET -- ,. -, HEADER DETAIL.1. ( - -. ---`,, 18;INSTALLATION DETAILS -JAMB DETAIL'H2',SHEET P-1100K DETAIL'J'&'K',SHEET 13,SHEET 18; '- ':--- '''' ' - ,..._- s...' 'Cw'8'Cc',SHEETS 12&13 INSTALLATION JAMB DETAIL'I2,SHEET 18;INSTALLATION 18'‘INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, ' ', ' 'Hw'&'Ho',SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 DETAILS Bw'&'BcDETAILS 1W&'Ic',SHEETS 12&13 PRODUCT REVISED SHEETS 12&13 as complying with the Florida r MAX.UN IT WIDTH 1 MAX.UNIT WIDTH I Bonding Code NOA-No. 17-0420.12 iminimmni imilmomen immonoll — -1,i1;, I- ' - "----- — Expiration Date 02/17/2020 PANEL PANEL PANEL ' PANEL PANEL PANEL j 'PANEL ' PANEL 1 TYPE TYPE TYPE TYPE By _.--- III • Mia -Daderoduct Control TYPE TYPE TYPE TYPE 1 'N' 'F' . 'M' ''P 'F' 'P' , . MAX: MAX.UNIT. i NOM. R E'Il. • NOM. UNIT HEIGHT ' z 2,.. / PANEL I HEIGHT PER ; / ' / : WIPDTHaTYP. ; / /-•- WIDTH TYP. --,-- PER TABLES ' MAX. . / 1 PER SEE PER 1-3: / 1,; SEE • MAX. PER TABLES ' • 1-3 DLO NOTE 2,' Ili i j...,,_NSHEI2.15 HEIGHT TABLES 1-3 1-3 HEIGHT SHEET 1 . 15 , I * I 1 * * .1%tkiiiiii,e •N‘o,r1 OW.I.'_.Y.!\I/VA1/0, `NN'•S‘"'"ocovi.'...7 '''." ::-C10( 1s4N r A°T'5 El e'S:5:I 4..: 0 X ' o rrr,, . u,__,__,___,)__„,,,„,„ ' ::::......-- ....., EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;-'" EXAMPLE:XXXO SILL DETAIL'F,SHEU 18; (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALIATION DETAILS z • a 1.t 7,: ,.... 'Fw' SHEETS 12&13 - 1070 TECHNOLOGY'WOVE DraiArt: N.VENCE,FL 34270 I-- ---. EXAMPLE ELEVATIONS "..t( '-.61oRior% •••• -'• (941)asateco 400.•---.9 ,... e,..k.Sk, '•_......•._,6%..,,, , Rand ar QM: Rerithns: csirr.OF ALM-1029298 SERIES 770 ALUM.SGD-LM IMPACT • ''17/ONAL f ‘NN JR 04426117 C NO CHANGES 77115 S HEE!. t''‘ OSIFIROW02017 lahalo30 licAc Sneat &WI/Nz. Ornai By Mu ClmioldOr Oahu WI OVIVOMI.V.M.: 0 A.LYNN MILLEN,P.E. JR 10/10/14 ALAIMO"MSEAVED soo-no NTS ler 0 22 PGT0130 C RE.8 50705 I PANEL'S RIGHT STILE TYPE • PANEL SINGLE SINGLE FIXED LOCKSTILE pSTRAOAL ASTRAGAL ASTRAGABOXUTL BOX INAL INT CORNER 90 LUCKSTILE 90 LOCKST LE 90 RECEIVER 90 RECORNER EXT CORNER INT CEIVER RNER F.XT CORNER 95 RECEI RER INT CORNER CEIVER 1 5 RECEIVER INTERLOCKOINTERLOCKISTILE W/HANDLE BOX OUT BOX IN 90 RECEIVER TYPES W/HANDLE W/HANDLE W/HANDLE W/HANDLE WJ HANDLE W/HANDLE W/HANDLE VJ/HANDLE . $116 #118 1 931 1 #31 • _tuji -firm -rEr -:* -EDE .7fEIR ! _ IIR I' #12.0m197�/ m18 #61:ril # #61 j #61 j _ IN SINGLE CK UT ,� F PP K L TR TQ TC TA TV TW lJ,OXonr/. INTSINGLE ERLOCK jrIr. B E _ P A C . C IC SQ SC SA j SV SW IN (EDYOUr (EOXJNJ . �J RR R S S j� FD FC FV FW W/HANDLE D M ......,,-...7:"'..:„.....„.: J J / //// // LOCKSTILE ��MN luaxrA7, W ASTRAGAL I / R PANEL NOTES: BOX OUT 0•1_ L ` W/HANDLE I 4., leoxo,,0 • 1.SEE DP TABLES 1-3,SHEETS 6-8'FOR PANEL (r ASTRAGAL ■r f�/ / SIZES&DESIGN PRESSURE. BOXIN •�� I v LEFT ij INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF W W/HANDLE \ MDxo+J PANELUT: PANEL ARE NOT REQUIRED.FOR ANY CONFIGURATIONS ASTRAGAL T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE. .BOX OUT / /BA ( OD7 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND '(#61),CORNER RECEIVER(#118)AND EITHER ASTRAGAL APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER BOXLij IN 15 T ASTRAGALS. 4.135'ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER Q RT ^I / (#81)AND CORNERADDON(#31). � 90 LOCKSTILE /�[�74 (J w .J W/HANDLE#120 �--'- .232' Lu EXT CORNER SILL RISERS OPTIONS -�{ �2- . Z 90 LUCKS IILEk Q T QS -.{I-b---.232" r l EXTERIOR PRODUCT REVISED • Q W!HANDLE#11B / .232" EXTERIOR /1-, ,082" os complying with tho Florida Q' EXT CORNER#6 EXTERIOR EXTERIOR .062' fir' 4.066" Building Code W RECEIVER CT CS <-:1 .062" 13.306' NOA-No. 17-0420.12 W/HANDLE (#11B _ 12:555" MT CORNER#61 AT AS DF / 1567" •A i irjr4 I Expiration Date 02/17/2020 90.W/HANDLER#1 8 082" • ' �I J1. MIaBy m1-Da Product Control " SILL RISER,FLAT' SILL RISER,FLAT ' SILL RISER,FLAT SILL RISER,FLAT EXT CORNER // CF / (18� 20 22 24 90 TCOENERJ#-s1�-F' `-FLUSH,1-1/2" GLOW,2-1/2' O MEDIUM,3-1/4" OHIGH.4" EXT CORNER #31/ �1 I""- .750" 135 RECEIVER .d�►. VT VS VF / Fes' 750" EXTERIOR III W/HANDLE #81 \ -�I Imo- .750" EXTERIOR•'I (� .082" INT CORNER 1 EXTERIOR EXTERIOFZ,I I .052" �Y WT WS WF / C=1-1 906" 111 .062" a 4.055 135 RECEIVER yam• 3.305' W/HANDLE 501 I0AI .082" 11'1 2.655" ````111111 I Mil,,' 1.507" 1.I `.‘,`�N......NNdi 1//. •II E I c W'I .I_ r�L..� � I `� r1. 1lCENSF .�� (•;;;)SILL RISER,BJ" (";;\SLOW, ISER.BOX (;;;\SILL MEDIUM,R S3 BOX 26 SISILL RISER,BOX *Q:'/} No.58705 ''.13 I_ 0: �( NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 '73 '. e fQ I . 1070 TECHNOLOGY DRIVE p *.0 • :9 0••, S ATE OF •.4,� N.VEN/CEFL01275 r PANEL TYPES '%;FSSO ?IDP,,NG��-.(94o""AI TH,6 r~ "a. •,, NAL En,,,,y; P,,. J>a.�,: CERT.OFAWHd✓19290 � SERIES 770 ALUM.SGD-LM IMPACT 'PIM_I I I I+++1`i�� JR ' 04N6/17 C NO CHANGES MIS SHEET. - 11 Eean.�me sws enmr Jr ha Ran cavrwsNro:an A.LYNN MILLER P.E. Orem or PRE G+oa Sr Daly POTIFVVSIRES.050. a 800.270 NTS 17 a 22 POT0130 C P.E.#58705 4 JR 10/10/14 A[LROITSREERt6EO • Zi > g 9 mrn cn Li..1. . u q 5 1380 3a 0 M CI) = m z 0 x A. r, - 0 m =1 2 „, z - xr.„ rn K q.032 M co 0 ''' ' 0 SD e 51. 00 0 SQ -I co 1 o -a X 0.3! 0 ,.0 R 0 , ... H 'i:' 0 00 0 443i TA., _<!-- - fillArff* 1-i' -n 0 1 ni m x 0 -Al M CO 111 9n -3 › . TI K k-1 • ji, U z a ••0 --il 0 IV 111 -92 50 .,:a____ R 03 A .21.1,7) (D 40 111111M "ug I -Ti 6 wit L,„0, , >. ... . , n) cncn ti--4T' 1 lilik—nL i i ._L'__ _:..tilt • Ilia 1 94 M IT'0 7J"0 0 111111C' Fa 0 IT1 171(Tc);J.Ca: -2,'C2*q.a5CB) Z M VA ca): rt ./gi Z .,"*".... 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" .o 1 , .EXTERIOR 43,EXTERIOR . [l*._1 1 0 •ITEM#61(HEAVY-DUTY t a 02 co,EXTERIOR .-f. kW , ligi 0 STILE)SHOWN,ITEM#60 0 0 , (STANDARD STILE)ALSO • - all STANDARD ASTRAGAL#67 A,qh HEAVY-DUTY ASTRAGAL#68 ,, 90°OUTSIDEAPPLICABLE,SEE TABLES CORNER alb90'INSIDE CORNER • WWITH STANDARD STILES#60 IV WITH HEAVY-DUTY STILES#61 Vir 2-TRACK SHOWN 1i2-TRACK SHOWN 1-3,SHEETS 6-8 FOR DP EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOXASTRAGAL SHOWN (PSF)ASSOCIATED WITH (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAYALSO BE INSTALLED STILES. . .,.. TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) • ..0..INTERIOR PRODUCT REVISED as complying with the Florida - - 11.1.11111111111,-- ‘ 31 LOCK PERT Duildin Code 0 NOA-No. 17-0420.12 ,\14\;111111144\hp;INTERIOR 9 ww .., ..----,...„,rks Aiik, .... .. ..........• A „.t I" ----.0...- Expiration Datg_0 /17/2020 0 1\ 4.INTERIOR , . • .....• „, Mio .a•.,-'roduct Control \ ANN. I - MIN ____,-74W,O, . ....4:2 „„ ....A1_____ • 43.EXTERIOR 0\ .ot‘1111////, WO. .0/111.1. — 0 0 \ .0‘ 0 LY•y,v 0 0 0 •3'EXTERIOR el 7 135°INSIDE CORNER ...., . ...`... \XL/444.7( *"..•:, ICE •:..- ',- ' i‘ ---- 7 2-TRACK SHOWN _ 1.. ...t :.... : Aal 135°OUTSIDE CORNER 4. N.68705''' : 1. Ftn.JIRDA f0tre C 172-TRACK SHOWN . EmEONoCdEeaFtrs5o,o44, ra.1. .,.4..m i.Vi0.mA.R1.I.LD.8m ,A zs* 1070 TEO-INC100YDRIVE m . . 07 .VA,,. z N.V275 HORIZONTAL SECTION DETAILS,CORNERS O05/17uNOCHANCESMISS/EEE CRT- FANN*2996 SERIES 770 ALUM.SGD-LM IMPACT ..- 7E.:7 COMMIT 02017 •v .rtahrodt. Sc... sp. Puivitx RM A.LYNN MILLER RE Dirempr Raw Glwtota0B):row• POT 114WIRES9.in. 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Nn P. - .- Nnnrnnn � : ad rA mvQvmmp - g a 0 gaao yN l" Y N m rm CI O NYmnmO N N N N °A N N N M aV Nv v Y v Y Q Q Q Q Y h H N N a uj a �) 1.36" 1.36" 5.069" 8.562" 1 - 0.060" • I - r t -11.872" 1.505" ,- I-1 1.2;1" c�l� U l 0.081" 0,062" -• 1A19^ _1 °° ll ], " 0'081 SCREEN 0.061" 02-TRACK HEAD 10 (6063-T6 AL4-TRACK L 40 SCRE (6063-T6 AL) ) 6.198• (6063-T6 AL) 6.198" '' 0.526" 5.069" ,1.045" -7 0.080" TTT 1.211" •._l O2-TRACK HEAD WI SCREEN TRACK O3-TRACK SILL SCREEN (6063-T6 AL) f 4 2-TRACK JAMB 45 TOR RAIL (6063-T6 AL) (6063-T6 AL) • (5063-T6 AL) 2-TRACK JAMB W/ 7.105" - - 6.221' 1 S5 SCREEN TRACK . 1 (6063-T6 AL) --� 1.36" 1 - 0.080" I_ -1 r- 0.875" n� �l , -ice- ---ksir Lc` f 1.605' 1.211" 7.36" -"� 1.993"i,'_ } 0.081" - 8 3-TRACK HEAD O 2-TRACK SILL W/SCREEN TRACK 0.081' L, o.osz^ SCREEN • O(6063-T6 AL) (6063-T6 AL) 46 BOTTAL) OM RAIL i 9.142" ----'-- 4.49" (6083-T6 0.081" -- I 0.080" -y-Ir-�C-wl�� PRODUCT REVISED 1.211" as complying With tha Florida -UV- 1,505^ 7.105" Building Coda NOA-No, 17.0420.12 9147" Expiration pato 02/17/2020 0.001" - 04-TRACK HEAD 02-TRACK SILL d (6063-T6 AL) (6063-76 AL) Miami-Pa,„..- Product Control '0.060" -- 1,514" + 0,062" I p.760" 0,532" t. ___ , 1.280" IIB I I 1.990" \\\\liUurrf�� i 0.080" f F 4 1.516" \` SILL `\`��Q 0EN,,96..IP '�i FRAME HEAD/JAMB SCREEN 12 FRAME SILL SCREEN 13 FRAME ND DD-ON SCREEN • 16 3 TRACK JAMB •N. F ', O ADD-ON (80633 T6 AL) (6063-T6 AL) (6063-T6 AL) 2 *:' No.58705 (6063-T6 AL) - , REQUIRES MIN.#10 SMS REQUIRES MASONRYIN.#10 SMS 04-TRACK JAMB = *r OR 3/16"MASONRY OR 3/16" 4-TRATE AL) 73-7P-1.',C� 0 - SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24'MAX.O.C. ,�-:-....7.0,_:'. STATE tE i /"4-,: fa7o7ECHNOLOOYQwt1VE EXTRUSIONS ,CCS''•''.4OR10 P,..'•\C�: • N.VENICE,FL 3.275 ,'�.;s,OENG``• (9if/4UTA. flair *� -Al-iiiiiilii\1\ cERT oFAu,H.ma,ds SERIES 770 ALUM.SGD-LM IMPACT�nd� DU wrYas s.o-ea*>� a aw.ww: owwions A� A.LYNN MILLER P.E. JR 10/15/17 C NO CHANGES THIS SHEET, COMMIT 3 W m SOD-770 NTS 21 wr ZZ l PGT0130 I C P.E.0 587(15 Dawn nr mix GNU.Or and I varwauvrwEa.nvG rurumnsu8EFIVFX --_.._..__.-. JR 10/iWf4 • 0.718' r- 0.83° 3.802" l 2.304"R 1 1 3.802" 0.752" -j�� r I� 1 0.752" .1_ 1 1 �1 0.685 0.574" # p 796° 1.163' 0.062" 0.080" 0.062" 1 0364" 0.233" 0.062" 0.075" FRAME SILL NTIN P-HOOK MOUG P-HOOK SCREW ©SCREW COVER 11 TRACK zs P-HOOK V.f/ADAPTOR 2s COVER 0.080" a0 P-HOOK FOR BOX RISER (6063-T6 AL) (6063-16 AL) (6063-T6 AL) (6063-16 AL) (6063-T6 AL) (6063-T6 AL) • .155" 1. 4" - - 4., INIMM 12.30" 1.488' J -+ 1.739" -.--10.080° 0.062' 7 1.303" r 0--.81130" R 1.600 0.133" 1.600 0.062" .080" 1.870" I I 1.888" 1.974" -..1 I-.---3.125" --.- L- 3.125" ij 0 325" 016" 2.44" 0.062" INTERLOCK INTERLOCK • 31 135°CORNER az 135°FIXED MOUNT sB STANDARD STILE s1 HEAVY DUTY STILE O 65 . (6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER • (6063-16 AL) (6063-16 AL) 3.979" 3.979" _ 4.125" - • J `.\ 1 tn -- 1.050° - -� 1.050" -- 1.050" 0.075° 1 5„ 0.075" 1.645" 0.062° 1.304" 1.7.1 I j_f 1 l c� 289" ,811" .485" • I f F 045" 1 .045" I - f .045" • �I --- 0.121-'- 0.281" 3.25" 1 GLAZING 7/16"GLAZING 9/16"GLAZING s7 STANDARD ASTRAGAL. e8 HEAVY DUTY ASTRAGAL TOP/BOTTOMAL) RAIL1;7,1O 81 PRODUCT REVISED 6083-T6 AL) ( AL) (6063-T6 BEAD(LG.) BEAD,FIXED BEAD ( 6063-T6 (6063-T6 AL) PANEL CLIP (6063-16 AL) Sul ding IgodewIth the Florida (6063-T6 AL) NOA-No. 17-0420.12 Expiration Date 02!1712020 1.003" 1.03" 4., By i� 5.621" Mlamr-6ad roduct Control 0.757" 0.080" 0,050" --7} glh FIXED I II 0.709" 2.893" �_ i 0.133" PANEL CLIP I u 1 1.498" 0.133" 1.498" (6063-T6 AL) 1. 0.080" 1 r .550" - -.--- 1 --.--I 0.863 .L.-,,,,.. .____ 1 FIXED PANEL 5.621" - 4' ``,t,IilliG,f,, 0.709' W RETAINER,7/8" 90'INSIDE CORNER ASTRAGAL ��` NY LYNN //ii� 2.826" AL) `:�.4N.:. 't.\CENSE /!‹F% 0.080" -►1I.� (6063 T6 AL) ©90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) Eft FIXED PANEL 90°CORNER RECEIVER (6003 T6 RETAINER,9/16° (6063-T6 AL) _*: (}No.m58705 (6063-T6 AL) _-p a. I ,'J1'}�-:�_ 1070TECHNOLOGY 0RlVE °i�� '�Q''• STATE 0F • [(/�` N-VEN CE.FL 94276Iw EXTRUSIONS , F (941)491.600 ,r ;SERIES 770 ALUM.SGD-LM IMPACT `"/,rONAL .‘` JR 0490117 C NO CHAffGES THISSHEET. S•i sous abbe °" "'" a" A.' • cey obsSGD-770 NTS 22 a 22 PGT0120 C PEI 58705 JR 10/10/14 All ROHMDOMED ;_ y. _ i