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HomeMy WebLinkAboutNOA; Series SGD-770 Aluminium Sliding Glass DoorMIAMPo MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF 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.eov/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 10/10114, 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 9'f Expiration Date: February 17, 2020 1l f e% Approval Date: September 28, 2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder 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. Plasencia, P.E. P7 duct 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-5tn Edition (2014) and FBC-611 Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08119. 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-51h Edition (2014) and FBC-611' 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. OTIIERS 1. Notice of Acceptance No. 16-0629.06, issued to POT 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 02/17120. Jorge M. Plasencia, P.E. P,,xduct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/135t CORNERS GENERAL NOTES I)GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES AM E13DO. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E13OO. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3)ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELOO ULTRACON, CRETEFLEX AND AGGREGATOR NOAS, ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE. HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6ODI, FTLO6014, FTL3015, F7L4I017. FTL-6022, FTLE023, FTL-6024, FTL-6025, FTL41028, FTL3031, FTL-(5033, FTL-OC36 AND FTL-7554 TABLE B. SEE DETAILS ON SHEETS 4 & 5 Old. type Oenulptlm, IUded 0Om Eut dor In Tendon M 711WtemkWed:(2) Lill oWlw HS Shot Wth.097 PVS hellryer WA SIT LamNled:(2)L6es 011W TR GWs MIII4.09P PVB kded"of G4 7/Ir I-mhuled: (2)UNe*'WIT H9 Onto Wth. 0•SO btleteyer 04A WIT I tod:(2)Unn WVT HS Glass w90.09P SC Ned.yer GS GSA 1'bimhwlyd LG: WITT Estedor0p.3be Kr Sjh.41711V WnW#d; UIe30T11r H$ Gloss Wm AMP PVS hdofayer I-LamentedLa: IIOTPaledorC 4Wt Kf Spt0017M LmNrpgdi M Uns 01Y1r KS GUs. Wm D9P PVB h ollYea GS V Wenrowd LG� 3Hr TEalehcr p431AKrSWO+WIT Lamlrekd: M UIes 01L1r HE Ones efth.09P SG Wedeyer G&` VLunireted LG: Ile TE.1hd0rGm 4 WIWAISW.- 711T INnWhd; Mt00. OWle'HS Go.ewM A SO hdedeya W NIT Lamn,ed: (2)L90t& 3nr ANN Ghssv AiM SG Nledayer GIA 8'lr tamWled:O)1Res o(1/4•PIJN Ghat WN.[W $O Ldedayer G9 1• Lunhuced LO.: Ytr TEdcoor Qp 4 Mr Ah$pse. 111, IaN,ued; M M. 01Y1r KNG1me WN J)9P S0 hdelhyer GSA 1'LamM1mled LG.: vrrE.bdmpp4vlrlLspse4 mr Wntra@d;(4 Llle. et Y1r K84 Gl.n.wM.03P SG meMYer •KVN'=ANNEgLEO •-TEMPSREO NG1HE14FD W T..M.TD 'PVr.A9PT ,1TRYG LOPVB BYKUMMV AMENCA INC. 'SG'..090' SENDMGLASDBV KUPAMYAMERICA INC. DESIGN PRESSURE RATING I IMPK".TRATNB SEETAHLESI.2&3(lN RATEDFORlAROELSMKI SHEETS B. 7 a a MISSILE IMPACT RESLITK CODES/STMIDARDSUSED: t2017 FLORIDA BUMNG CCOE (FSC), GTH EDITION .2014 FLORIDA BUILDING WOE (FBCA 6M EDITION •ASTME130049 .ANSVM&PA NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM-9J15 .KSISI0042 -0I=36o-10 GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 23 GLAZING DETAILS .......... _ 4,5 ANCHORAGE ............ ..... 6-14 DESIGN PRESSURES.......63 INSTALL DETAILS ..... _.......12-14 ELEVATIONS.................._ 16,16 PANEL / SILLTYPES._..... 17 CROSS SECTIONS.........._18,19 PARTS LIST .............. ....... 20 EXTRUSIONS- .................. 21.22 GERT.OFAUM.a2dAB TABLE A. Anch., Group Anoint type Frame Member Sabtlrah Mul. Edge OlffincS MM. O,C. Obo nce in. Emhedmentor MBlil Thldknew A 9121666M$, F,-M kel, Fee 96 Wil 012410 SS SMS, (F,- 90 kd, Fa 110 ks0 M gzwoe Floe (SG. O.SS) a17V 7/r law 606&T5 KMrdmen SIT 9116• 0.09P A35 Soel 3/r IF 6. SAW Or. M To.[ SW 3/B' w1r ERF(1SGa) Ile Eka AWel Rv4t Fl-ST W. Fe=B. kel Al O mle rdn.=keB V- W law JMnbf P4wak Filled BocknsWG90 r W T JEmbf F-0Oak Hollow Sock STMC90 r 3' 1-V4e Al SmMom PMe ISO-M55 1• 1' law B 112 Seel EMS(Gr. 5) (1Nrt.13 Mode bitted mMelaWaUnly) All saute. Pine ISO .0.5 96 716' law GOV3-T'Althnlnum SIT 9/tr S. MG Steel Yr G1r 1057 Li.Msteel Sled &r 911r 0.04r 1SG,l 0 Fl-IM ks1, F0.1A kdunk Ile goo U.Ccn3tJmb/P�wk Connelly WS. Z55 kt8 1' 4- 1 r Hol: Blyck(AS1M Ts0) 1• 6' 1-VP Ve Eko NOaEnU Fy' 10 k.1. Fook lug Wrcelle Md2 ka1 2-1/r 4 law F01ed Block $ 21? P tale Jamerook Hollow BE, AB1M 244r r e I -Ile D hc Cen.rmz mlu. 3.35 kM 1• 4- 1al' U4-41058Eh,eCmk Ctncmde min. 3.35 ke 1'r taleFjlVAkAF,peltk HtBwBbak(ASWCS0 2-Ilr 6• 1-114e S—h.m Phe S . SM 1)WHEREMSSTUTECONDITIONSMQUIREANCHORAGEFROMMORETHANONEWT M'CHORGRQUPSADOW. CHOOSETHE ORGRDUPOFT MMSTLETTERFCRALLTABLESINMt$APPROVAL 2)ALLM'GHOR UDS.TYPESAREAP 4MRA 3)FORSTEELSTUDS,MIN. FUa45KSL USFYINHK51. S)FILLEO BUCK VALUES MAYKSO EE USED IN HOLLOW MNIMU PPUCATIONS. 6)ANCHORSMUSTBE OF SUFFlCIEM'LENGTN SOTNATA MNIMUM OF 3 THRFA03 EXTEND BEYONv METAL SUBSTFATG ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI40ADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. PRODUCT REVISEDon, 3) WOOD BUCKS DEPICTED AS I ARE LESS THAN I-t2' THICK complying the Florida PROPERLY SECURED, IXWOOD BUCKS ARE OPTIONAL IF UNIT IS owith o 17.0420.12 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NOA-No. DEPICTED AS 2X ARE 1.12e THICK OR GREATER. IX AND 2X BUCKS Ppha6on Date 02/17/2020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Dt M1am a pro uee 0dwl THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD & TO BE REVIEWED BYTHE BUILDING OFFICIAL 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REM EWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS III1411f NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT, 1f4• THICK &3400 BY OTHERS) LYNry MAX PSI MIN.. (DONE MUST FULLY �`�pNY '�•-ttCENSP SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO ` THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD. 30N FELT PAPER OR MASTIC IS REQUIRED = 7Y ; NB• 58703 BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY TH E AUTHORITY HAVING JURISDICTION. =� 1 - 22 PE EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH MOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES I3 3 PERTABLES I3 MAX UNIT / + j d9 MAX. UNIT HEIGHT W i'u,wg HEIGHT PERTABLESI3 I E PERTABLESI3 Mci EI !��� I . NOM I PE MAN HE PERTA A2 an N �v m 3-PANEL CONFIGURATIONS 13 3 I� &AN m m m m 5-PANEL CONFIGURATIONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAY. UNIT WIDTH LOCATIONS USING DE PJL'JW . •JC, •Kve OR -Ki INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION 1 CAN BE OXXXp. 13SRAIGHT CONFIGURATIONS CAN BE A COMBINATION 1 I � OF ANY25TRAGHi CONFIGURATIONS. OF / a i�r 3)FOR NOM. PANEL WIDTH, SEE TABLES 13. IX� -0-ERABLEPANEL, 'O•INOPERABLE PANEL, IN I n •p•=POCKET F--DETAILLETrER rX� W = WOOD OR METAL INSTALLATION -PANEL d=CONCRETE INSTALLATION IGURATIONS t L—SHEETNUMBER MAX UNIT WIDTH DLO WIDTH =NOM. PANELWIDTH-r CT 1�V3J DLO HEIGHT= IT HEIGHT 125 NOM. PANEL WIDTH PANEL HEIGHT =DOOR UNIT HEIGHT -1.863" PER TABLES 13 Ix ova MAX UNITHEIGHTPER glaTABL1-3S I 3 4-PANEL CONFIGURATIONS r� UNWIDTH NOM.M. P PITANEL WIDTH PER TABLETiS 13— 'iIg5'ggg MAY UNIT �zgS HEIGHT PER I¢� TABLES 13 �m I Poorer ! %g 1 FXlFF s 1 crwr. zAvrx amm CORNER TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) eee XAMPLE CONFIGURATIONS ERIES 770ALUM. SGD -LM IMPACT =G NT8 2 - 22 a... MT0130 PRODUCT REVISED as pl in with 0e Rodda NDA-Na. 17.0420.12 58705 D: O�•. 57 1E F e. EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: ' MAX. TESTED UNRWIDTH= I) ALL TIONSRATIO SHOWNSATEI ARE ALSO AS 35&7/18' p 08' HEIGHT BOTH JAMB POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB POCKET ONFIG 30D-1/4' ®120- HEIGHT LOCATIONS USING DETAIL'JK,'JC, •KW' OR'KC INSTALLATION. NOW. PANEL WIDTH ;,, EXAMPLE: d-PANEL XKXX IN POCKET (p) CONFIGURATION CAN BE PER TABLES I3 pXXXXp. pXXXX OR XXXXIF. OXXX IN POCKET CONFIGURATION BE CAN 2)SO- 813fi•CORNER CONFIGURATIONS CAN BE COMBINATION 135'C to t9 iOp1 ggs OF ANY 2 STRAIGHT CONFIGURATIONS. UNIT H IGHT, tv +a ° t a t i 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 96''X= OPERABLE PANEL, 'O'=INOPERABERABLE PANEL, •p•=POCKET 6-PANEL CONFIGURATIONS ' DETAIL LETTER MAX UNIT WIDTH W= WOOD OR METAL INSTALLATION *e-CONCRETE INSTALLATION L-SHEETNUMBER NOM. PANEL WIDTH + a + t t PERTABLES 13 t � MAX UNIT HEIGHT t t PER TABLES 1-3 NOM. PANEL WIDTH PER TABLES 13 MAX UNIT HEIGHT IW 11his imFl 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH — r J i DLO WIDTH= NOM. PANEL HEIGHT- t t i y DLOHEIGHT EIGHTm O RUN171 GIGHT-125 PANEL HEIGHT=DOOR UNIT HEIGHT-ibfi6 Pacer 1 B GERl.OFAVllAR39]3E soam 3 22 1 PO7(H30 BPRODUCT REVISED ButldinglCOEeioiN t1° Florida NOA-No. 17-0420.12 e Po-atloo Dat°0211712020 tE No. S9705 7/16' NOM. 7/16' NOM. 1"NOM. 311V HS GLASS 3/16' HS GLASS 3/16" HS GLASS 090"PVB .090- PVB .090" SG 3/16" HS GLAS 3/16' HS GLASS i4 3/16' HS GLASS 74 3/6' AIR SPACE ]4 3116' T GLASS E RHO 3/4'NOM. EROR 3/4°NOM. We NOK GLASS (� GLASS 1244 BITE `r BITE GLASS SITE FXIENOR 80 60 a >a u fi4 66 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 A90"PVB .090" PVB .090' SG 3/16" HS GLASS 7/4'HS GLASS 74 1/4'HS GLASS T4 Sfl U'AIR SPACE ]4 83 REVISED Y�o9as nlCod wi,A We Florida 3/4'NOM. 3/4'NOM. xoq-xp, t7.0420.t2 EMMOR GLASS �DR � GLASS BITE A2:GLASS�,PRODUCT 3/4'NOM. GLASSBf1E Eaplranon D.t.02/1712020 BITE ey61 9/16" LAMINATED GLASS, TYPE 133A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A ............ .; GLAZING NOTES: *;' No. 66]O6 '•' 'ANN'=ANNEALED 'HS'- _` = • Y(- HEAT STRENGTHENED T=TEMPERED SEE SHEET 15 FOR SPACER OETAILS. 7}1 - 'PVB'=.090'TROSIFOP PVB BY KURARAY AMERICA, INC. f°x.Aa� ,•. % KURARAY AMERICA, INC. IDN7480.1fiPo DETAILS F ••.�Y'SG'=.090'SENTRYGLAS®BY �mF .IES770ALUM.SGD-LMIMPACT FNG '•AL o`4osn] c NODuvcEsnnssNEEr. °�`61"ALYNFIIGIS�R P£ wwnaaseasp o-]ro NTS 4 r 22 PGT0130 C p.Ea2rm GLAZING DETAILS (G6, G6A, G7 G7A, G8 & GBA) 1" NOM. 7116' NOM. 1' NOM. 3116' HS GLASS 3116- ANN GLASS 3116' ANN GLASS , .090' SG .090' SG 3M6' HS GLASS .090" SO 3H6-ANN GLASS =-AIRSPACE 74 3116'ANN GLASS 74 3/8'AIRSPACE 74 3116' T GLASS 3H6' T GLASS _ g3 E] � 3G•L.AO 3/4" NOM. GLASS rza117 3GLASS t2atZ] (} B� BITE IX RIOR BITE El(7� R < B0 1" LAMINATED I.G. GLAS-S,,{TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 BID. 0 r NUM 09 AIRSPACES I 74 We ANN GLASS Y76'.AIRSP CES .,. — � — PRODUCT yy REVISED E3 B.Ilding lCotla LtM1 Na Fl=ritle 314'NOM. NOA-No. 17-0420.12 314"NONE � GLASS v 314'NOM. I Wnvale 02H772020 ,2a12! GLASS a BETE 120.1 I, GLASS P,a BITE BITE By EZTEMOR mmmwa R�tl==,combo a a, 9 a 3 54 55 65 1" LAMINATED I.G. GLASS, TYPE G6A 9/16' LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A GLAZING NOTES: 'ANN'-ANNEALED - °HS'= HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. ;0�+,. 5 OFI T=TEMPERED 'PVB'=.080°TROSIFOL°PVB BY KURARAY AMERICA, INC. 1P70T�`OYDR1� a "ORIOP;• ��'�1,16NAL 'SG'=.D9U' SENTRYGLAe BYKURARAYAMERICA, INC. .N'VFjjjay� s GLAZING DETAILS "`NILLRP ART OP"'^"tl'Bt9B SERIES 770ALUM. SGD-LM IMPACT J LW&17 c NOLYlANGE57MSSIIEEl. e.aeme.e ar °°'� .� ALYNN NILLER,PE 16yW4 °�v° ac rS 5 -22 PGT0130 C FE.043105 ¢IF 1. Design Pressure(DP) and Anchor Quantities Required, Maximunn DP forall sizes: (for all approved configurations, on Sheets 2 & 3) +601-60 psf ForaamerestragA enchaagean War IM' eomeruris, sr.cb.at ll (May be limited by Table U) Door Unit Height Table Wiles Id pes 3, 64' 88r or 3A, 5, M. 7, 7Aand LO 737(B' Dt.O 79-718'. DLO 857/8' DLO the SuiefActogashown bela up Anchor Group Anchor Gmep AnchorGroup A C D A B C D A B C D A B C D Sill U+t A+1 G+1 G+1 U+ G* G+1 + + U+1 G+1 G+1 G+1 U+1 +1 24• CLOnb a 8 8 8 S B e e B e 0 0 0 a e ok a 8+7 6+7 1--- 6+7 7+8 A8 7+8 7+8 AB 7+8' 7+8 7+8 7+e 7+8 7+8 7-8 isill U+1 +1 G+1 Get G+1 C1+1 G+1 U+1 C1+1 UN C1+1 G+1 G+1 G+1 G+1 E 30' DLOb B8 B B 8 0 B a a a 8 a B 5 8 ak 6+7 eq 8+7 9+B 7+6 7+0 7+8 7.8 7.3 NB 7+8 7+8 7+ 77+8 7+8 lsill G+1 +1 C4+1 C4+1 O41 G+1 U+1 01+1 G+1 01+1 03+1 04+1 G+1 G+1 G+1 u 36' 88 8 a a B 9 0 e - 8 8 B 8 6 8 OLDJanata ook 6N e+7 6+7 748 ]+a AB 7+8 T a 7+8 7+9 Aa 7+a 7.8 7+8 7+8 13111 Gei G+i G+1 G+1 G+1 G+1 G++1 olm G+1 G+1 cto e1+1 U+i Gat "+1 E 4i 3S b 8B 8 0 8 8 S e 8 e e 8 8 0 aOook 6+7 8+] 6+i NB AB 7+B )+e 7+8 7+8 7+5 7+B 7+8 7+8 7+8 T+8 HeadIS81 C4+2 G+2 U+2 G+2 U+2 G+2 G+2 G+2 G+2 U+2 G+2 G+2 G+2 G+2 U+2 G+2 40' OLO Jamb e e e e 0 B a a a 8 8 a 10 B a a P-hook 8+7 BR 6+] a+] 7+8 7+8 HB 7+B AB 7+B ]+B HB AB AB 7+0 ]+B FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1y4- SILL. 2) WHEN USING THE 2-12' SILL, POSITIVE WATER OP IS 48.07 PSF MAX WHEN USING THE 3-1W SILL, POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4- SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE IA. 3) W, 3-1W AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED By AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TABLE 1A SIH Height to Max. (+) DP (Wet- In0#ratlon Rsting) SIII Mser Height (+) De-lon (Fletor Box,soe pre.... psf Sheet 17) Flush -1-72' see rate Lmo-2-1J +40.07 Median-3-1/4' +6D.0 High-4' +60.0 SEE NOTES 13 OH LENGTH OH RATIO � 1 ON RATIO = OH LENGTH ON HEIGHT DLO WIDTH= NOM. PANEL WIDTH-7' OLD HEIGHT- PRODUCT REVISED DOOR UNITHHT- EIG-10.125' plying with the Florida Budding code PANEL HEIGHT = NOA-No. 17-0420.12 DOOR UNIT HEIGHT -1.868' Expingan Data 02N 72020 Imeded P-hook L4aksi0e@Jamb Stalght Astragal Assembly Lackstlle@ Straight ASVagal 90'Astlagal Assembly Leckbl.@ 90-Astagal 135-Adregal Assembly Indatile@ 13S'Astragal Standard Sb}es Standard Stile Standard Stile Standani Stile Standard Stlle Heavy-duryStlle Heavy-duty Stile Headydutystile HeavyAuty5tlle Standard ASNagal e..L� outside Comer„ Outsideer mer fa]J— tatdee Insl e Corner I� e� ;� corner outride Inside Coa' Comer Pan #60(0) Part IX60 Part tl60 Part p60 (Stile) part IX""u Baq Part #60 Part#61(Stile) Part #...(Corner Recelver) part#119 (OBL) part M20 (In.) Part#61(Stae) ParO#31&#32 (Corn&Fad Mount) PaR IX61 ,Yaf. afANN4WaW 6 = No. 58705 Design Pressure(DP)and Anchor Quangims Requhed,(for a0 approved configurations on Sheeta2&3) Far comer couzooi raworap0 on 9m or IW comer uNte, see Meet 11 Maximum DP faralfsizes:.601.60 (Mry ledOMold by Te,. TA) GN Udt hancent Table app6eB W Glass Typed 4, 4A ev I &' 1 90 BF 10Y 1 108 HT 12V 6,dA],TAB66AeMBn 0 7m'010 ]YT/B' DLO r3/8 O BS OLO 91-IB' O 97-7/V CLO 1N-r/B-MO IM718•310 sudimie9el Ty'n.hmm belay. Mohr Group Anchor Gm, Arch.1m., Anchor up Archer group AUMr Group Arcmr Group MCMrG A B C O A B C D A B C D A B C D A B C D A s C O A 0 C DJAB C D a 6m G+1 UN G.1 G4 .1 ♦ + .1 + 1 ♦ Co. ♦1 G+1 1 CN1 G4 GH U4 U+1 G•1 G4 G4 G+ G4 Ga G4 G*+ U♦ 74 1d' 0LO Jemb B a 8 8 8 0 a 8 a B 0 B 0 8 0 0 10 10 le 10 10 10 10 10 10 10 10 1010 ID 10 Ptwok &a fi+7 &T &1 Tab 7.0 7+6 AB 7♦0 7+e 7+8 T♦0 7+0 7+0 ♦B 7-8 &B 0+9 8♦9 &9 &9 &9 8-9 &9 9♦10 94o Boo &109+10 &10 &10 Haadlel6 G.1 G+1 7l♦1 G4 &+1 C14 G4 G+1 G+1 G+1 G+1 G+1 C4+1 G♦1 G4 G+1 G+1 G+1 G4 G+1 NO U+1 G4 04+l CN1 CIO 04+1 U+1G+1 C4+1 G.1 ]0' Jamb B B 6. e B 0 9 a a a 0 8 a 0 8 8 10 10 10 10 10 10 10 10 10 10 10 1010 ID 10 Pinsk &7 &7 6♦7 6.7 7+6 7+e 7.0 7-8 i•0 7+a 7+0 TB 7-8 7+8 1.0 7.8 &9 &9 8.9 &9 Be, &9 &9 &9 &10 &10 0+10 &10&10 9.10 &10 handrail CHI G+i G4 G4 G.1 CMi U.1 C44 44 C14 G+1 C14 G•1 Ct.f G.1 G+1 G4 G+1 U+1 G+1 G4 014 G+1 G+1 G+1 GN GNG+1 fA♦1 G.1 Ohmb 6 0 B B 8 B B B'B B B B 0 a 6 10 10 10 to 111 10 l0 to 10 10 10 10to la 10 P-0ook 6.r &] &T &7 7♦B ]+6 T•8 M +8 7+8 AB 7+8 'NB 7+E 7.8 &9 &9 6♦9 0♦9 &9 &9 9+9 e+9 &10 9-10 9+10 9♦109-10 &10 &10 Head/SN G4 NO 01+1 C14 G+1 G4.1 G+1 CH1 .1 C1+1 04.1 U+1 G4 C1+1 rA4 C4+1 G.1 U4 G+1 U+1 G.1 G+1 01.1 C&1 G.1 U+1 G4L&f G4 U+ 41' �LoJamb 8 0 s 8 8B 0 a 8 0 B e e 6 8 10 10 1D 10 10 10 10 10 10 10 10 1010 10 10 Pdodk &T &] &7 77 AB 7+B 7+0 H0 +0 ]+0 NB 7♦a 7♦0 7+8 7.9 &0 8+9 Bug &9 &0 0.9 &9 &9 &10 8+10 9.10 9+109+10 &10 9+10 G+2 G.2 G+2 U+2 G+2 01+2 G♦2 G♦3 +2 G+2 G•2 G+2 G+2 G+2 G+2 G+2 G♦2 G+2 U+2 G♦2 CH2 G.2 Get C&2 C&2 C8+2 C&2Cg+ CS•2 G+2 40' 0.0 Amb B a a 8 B 6 8 0 B I B B 10 8 e 0 10 10 10 10 10 10 10 10 12 10 10 10 12 10 10 10 z Pdcok 6+7 &7 &7 &7 7+8,T+8 7.6 7.0 +8 7-8 NB i+67.8 ib 7480♦90+B+B &9 &9 8+9 849 9♦f0 940 9♦10 940 &ID 9+10 &10 Sato r HeedISN G+2 G+2 G+1 U.2 G+3 C1+2 G.2 G+2 H2 Gf2 G+2 C4+2 C1+2 G+2 G. Not available in these sizes Jams 0 8 8 9 B B e 0 6 B e 1.0 0 B P-hook &7 &7 &7 &2 7.0 7.e 1.8 r.0 +8 ]+a ].8 AB AB 7.8 7" win DLO NeedI5111 N.2 G♦2D1.2 G+2 CA@ U+2 G+2 G42 2 G+2 U+2 Ur2 U♦2 G+2 L4.2 Jamb e 0 0 0 8 B 0 8 e 0 e to B 8 e Pippk &i BH &T &T l•a HB ]+B AB +0 AB 7+0 ]♦B Aa 7+0 7a0 FUR hA1AFLt UN Usrvtl 1H ", acc JnCu 0- NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OFTHE 3.7/4' SILL 2) WHEN USING THE 240 SILL, POSITIVE WATER DP IS 48.67 PSF MAX WHEN USING THE 0-11 v SILL, POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A 3) 4', 3-1/4-AND 2-112- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS T14E 1-ItT SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FED (SEE ADJACENT DIAGRAM); THIS CQNDITION IS NOT RATED FOR WATER INFlLTRATION, 4) SEE SHEETS 10-14 FORANCHORAGE SPACWG, 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. SIII Height to Max. (+) DP (Water mmustion Rating) SIII Riser HelgM (♦)Oeaign (Flat or cox, sea preasllm, pel shoot l7) Flush-l-1/2' sea lnle3 Madilun-&114' +6p.0 HkJh 4° .coo N OM. PANEL WIDTH -7' DLOHEIGHT= OH LENGTH DOOR UNIT HEIGHT-10.125' PANEL HEIGHT- DOOR UNIT HEIGHT -1.866- OHRATi021' PRODUCTREVISED tomplying with the Florida Building AAc cede 17-042CA2 NOA N0. SEE NOTES I3 OH RATIO =OR LENGTH OR HEIGHT 9 e in cno eeceanal v ncTell e ins,v......,....,,..-� Interlock ...............-... P-hook ..__.-._______. ,sale@Jamb g....._-_•____..__.___ SVaI ht Astragal Assembly Locludld Staight ASVagal so-AniagallLOckidid Assembly 90'Astragal 336'ASVagal Assembly Lodedle@ 13SAstrepi Heavy-duty Stiles HeM.chdy SVle Heavy-duty SVle I Heavy-duty5tile Heaa duty SVle •Hear,duN Stle Heavyduh Sble Heavy-dulyS0le Heavy-euryStlie }- Standard Astagal Ouwde Cum e-rI' Ouohde Lorne mare Ouhide a� Ined fom¢r Camel Part 461(4) Part p61 Part R61 Part p63 (Stile) Pa.., (Astagali Parta61 Part a61 (St9e) Part g138(Tnmer Receiver) partg119 (CUL) Part4120 (In.) Part F61(SBIe) Parts R31&p32 (Cam.&Fad Mount) Part 661 (&od601BW emr. or-Auntamna F. SGD-LM IMPACT .`r 7 s71 PGT0130 -' Design Pressure (DP) and AnchorQuan0fies Required, (for all approved ConfigureHono on Sheets 2 & 3) For camaastr gal2mhmage an 90' m 135' ¢moat uNis, see shawl 11 Maximum shown below (Mal be ,.DPad by Tabla 3A) Dorn UNI Hei ht Table appeal to Glass Typal 4, 4A, IT 84' 90' 96- for low, 6. M. 7. 7A, 8 6 BA and NB 9.710 0 TS a' LO 9- 1W 0 Itl D O 91-TivuLo SMOAetragal types shwm bolow. AnaharGmup Anchor Group AmhmG AncWIGrou Anchor Grup roqp A B C 0 A B C ❑ A B C 0 A B C ❑A B C D A 8 1 C 1 0 Deal n Pressure +AMD t +1�26 Pat +-]b. Ps 1T HeamSR GNt CAa1 Gal C4+1 tii+1 CA+1 C4+'I N+1 C4+1 C4+1 CAN C4+1 C4+1 CAN 04+1 04+1 04+1 04+1 04+t CA+1 CAN G/+1 cam CNl �• D!A Jemb B 8 B B a e B e 8 0 8 B 0 B 8 B 10 10 10 10 10 10 10 10 P41ook 6+T 6+] B+T 6+T ]+e 1+8 1 71a 1 7+11 7+0 1 7+8 1 7+8 1 7+8 1 7+15 1 7+11 1 7+0 1 T+B B+9 8+9 B+9 B+9 8a9 8+9 8+9 8+9 co +1-60.0 f +A82spot N-7a0 et IM C4N G+1 uat CAN CAN GH C4N e4+1 GIN C4+t C4+1 CNt GIN G+i GIN CA+I C4a1 C4+1 1 CHl CAN C4+1 04+1 C4N C4a1 DLO Jamb e B 0 B B 8 8 B 10 e B B f0 8 '0 0 10 10 10 10 10 10 10 10 5 P-heek 6+7 6+7 6+7 6+7 7+B 1 7+8 1 7+0 1 7+5 1 7+B 1 7+B I 7+0 I T+e 1+8 1 1+8 1 7+8 7+5 8+9 8+9 B+9 Bag 6+9 8a9 8+9 B+9 Dealgn Pressure +/9p,0 Par +t6 P.f +1--]30 f w E' mmdmm C4+t C4+1 G+1 GIN G+i G+1 CAN C4+1 CAN q+t GI+1 CNI C5a1 G` 1 C4N CAN G5+1 C6i1 C4N GIN C8+1 C5+1 G%1 CAH 6 3C OLD Jamb 10 B B 8 10 e B 8 t0 8 8 0 L12 1 10 8 B 1 12 10 1 10 1 10 10 10 10 10 c P4cok 6+] 1 6+7 6+7 6+] ]aB N0 Ne 7+a 745 7+8 7+0 7+13 8+9 8+9 8+9 '0+9. 8+8 1 0+9 1 6+e 1 8+9 Ba9 8+9 BH Bag Deslgn Pnsssme +ASV.0 par +/E2.5 pef +1-7GOps1 z 35- HeemSR CN2 C442 C4+2 Cq+2 GI+2 C4+2 C4+2 q+2 C6a2 C5+2 6+2 C5+2 05+2 C6+2 G6+2 CS+2 05+2 C6+2 C5+2 C5t2 C6+2 C5+2 C6a2 CW2 OLO Jamb 10 B 8 8 10 8 8 8 12 10 0 0 12 10 8 B 12 10 10 10 12 10 10 ID P-hoak 7+B H8 7+B ]+B 7+8 7+0 7+8 7+0 9+9 8+9 8+9 "a 5+9 I aa9 8+9 Os9 0+9 0+9 8+9 1 8+9 8+9 8a9 8+9 8.9 Design Pmesure 41-90.Opsr See NNeA W +/4125 f +F]5.0 1 41- HQWSR C5+2 C6+2 C4+2 CA+2 C5+2 CSa2 C5+2 C5+2 C6+2 CB+2 06+2 C5+2 C6+2 C6+2 +2 CH2 C6+2 CE+2 C5+2 C8+2 06+2 C6+2 C5+2 CSa2 �• OLO Jemb 10 B e e 12 10 B 8 12 t0 B 0 14 12 8 a 14 12 10 ill t4 10 f0 10 P-Mak 7+8 1 7+0 1 1+0 1 7+8 I 8+9 I 8+9 I 8+9 I 8+9 I 0+9 I 8+9 I B+9 0+9 9M0 I 5H0 +1 9+10 3H0 1 9+10 5+10 15.1. 1 9a10 9+10 IW10 9+10 NOTE A+/-90.0 PSF MR GLASS TYPES 9,- 16, NOTES: TA, tl6tlA; y�Jl',l YVR tilAsa ITrt/ EXAMPLE ON SHEET 9 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL. 2) WHEN USING THE 2-10 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 OP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4', 3-1/4' AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN 01 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAMy. THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. DLO WIDTH= NOM. PANEL WIDTH -7' DLO HEIGHT= DOOR UNIT HEIGHT • 10.125' PANEL HEIGHT = DOOR UNIT HEIGHT-1.86W ., v nv.11e I.tsdock P-hook Lockstlle®Jamb Strol seAnrz al Assembly aightAe@ 5ffalghl Astragal 9G'Arnbl, Assembly Lodmtile@ 90'Astrogal 13 smblgal Assembly Locks6leg 335'Astsagal Heald duty Sales Nea,,,dMSale Heavy-duty Stile Heavy-duty SNe NeI uty Stile Heavy-durystile He-v duty Sole Heald-duty5fle Heaw-dutystle Heavy-dulyAsbagal Outside Cme or, , �.T�'I�-• I�yy11i.. outside Comer Insid'e� Camer Insl e Cern Owner ' Irdide Ca COrrler Partp61 (#) Part 961 part861 PMg63 (Stile) Part 868 (Astragal) pars p6l' Partp118 (Comer gtte1Rr) Partpll9 (Out) part0120 Parts 031"032 [Cora.& pod Mount) partp61 LERx eFA1RH 6[aAe B TABLE3A Sill Height to Max. (+) DP (Water Infiltration Rating) slumser Height (-)Design (Flat or Box, see Pmaama Psf shoat l7) Flush-l-1/2' seerote3 Law-2-10 +48.67 Med"-3-i/4' - 0.0 High-4' +9oo SEE NOTES 1a OH LENGTH OH RATIO a 1 OH RATIO - OH LENGTH OH HEIGHT PRODUCT REVISED eun4ing Code .1m Ina Florida 110l u. 17-0420.12 Evpin6we 0.W0211712020 III =jg ; 1 *_ .ORIOA•:' / �NAL1ENp1` A. LYrel MILLER, P.E NOFRAME "9e10'P-HOOK ANCHORAGE CONSISTS OF: SEE'CS'CLUSTER SEE (9)P-HOOKANCHORS, SEE'CS'CLUSTER MAX. UNIT WIDTH DETAILS,SHEETIO SPLICE ;.. REQUIRED@ (PERPENDICULAR TO GLASS DETAILS, SHEETIOFOR SEE 'C5'CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEETT REQUIRES'C6' SHEET IO FOR INTERLOCK THIS POCKETS AND INTERLOCK 24'MAX O.C. 48' NOM. CLUSTER, SEE SHEET SEE POCKET (10)P-HOOK -------- x x L_•ANEL WIDTH DETAILS,SHEEf 11 xx JAMB MOUNTING x INSTALLATION, ADAPTER THIS SHEET ANCHORS MIDWAY o, 3'MAX x x j &SHEETI4 BETWEENP-HOOK 1 Ll.\ ANCHOR58AT 3' i IOI x 4PAIR5 OF 1 FROM TOP i 14•NAz. O.C. �oI x=FRAME ANCHORS •�;1 ;'... �° ANCHORS 96I ANCHOR BOTTOM ioY I �ol�i 1II o UNIT x 21'MAX ANCHORS) 4.05T 'MAX TO OPENING i1pI"I - Oo=P-HOOK HEIGHT O.C. PERJAMB EDGE OF POCKET SEE O SEEJAMS INSTALLATION iE� I®I o11-4nuX.0.0. DT ANCHORS DETAIL OETAILS'JC&9<C, jm� ® I I m°=P.HOOK xx� BELOW) END PANEL SHEET I4 & PART i � g I°� ;� MOUNTING 24'MAX. ANICHORAGE DETAILS 'J'8'K', 10. � 3°MAK. ADAPTER x (2 ANCHORS) SHEET 19 FOR 1 olI—yL `ANCHORS _ O.C. -HOOK �____ ----. _ - K ENO PAr+EL •A2 ANCHORS - x x ANCHORAGE ANCHOPAGE EN ax x xx >i _ xz xxx x • x xxx x x x E. ANOSKETCH BELOW) (SEE SKETCH�M M I �•iY ,�'"1' �V2 `�ANCHORAGE�pHCHOMGE CENTERLINE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 2.D4' - r t- 24' MA O.C. 14.......t.. m ,'n... l e... lllNm tJ= Au=4, sneEl a) I g• SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: - NON-STRUCTURAL ANCHORS MAY BEADDED 1 1) APPROVED ANCHORS: SEE TAB LE A, SHEET I _ 2) ANCHOR LOCATION SPACING FOR ANCHOR CENTERLINE OF QUANTITIES SPECI RED IN TABLES I-i SHEETS e-g: 48' • INTERLOCK HEAD & SILL: S' MAX FROM FRAME CORNERS. PANNOMEL PANEL USE SPECIFIED CLUSTER FROM APPROPRIATE SEE'C5'CLVSTER WIDTH TABLES, SHEETS 6A AT EACH INTERLOCK AND DETAILS, SHEET IO STRAIGHT AND CORNER ASTRAGAL LOCATION, FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL Y2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL a 5° ADDITIONAL ANCHORS 24" O.C. MAXIMUM. « &M AS NEEDED TO ALIGN THE �Nm+ HEAD OR SILL IF A SPLICE 21' OCCURS AT THE P-HOOK. MAX O.C. PRODUCT REVISED c ...1y1n9 wJM tha FloH4a B.Il4lxg Go4c NOA-No. 17-0420.12 5'�" ExPlraHon oat 2/77/2020 g' MAX By CENTERLINE ' - JAMBS & P-HOOKS: 6' MAX FROM BOTTOM, 21-MAX ANCHOR PAIR O.C. (JAMBS), 14- MAX. ANCHOR OF PANEL D.C. (P-HOOK)UTILPJNG ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS". SEE 2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAMEJAMB REQUIRES '.2- ANCHORAGE' SEE'CS'CWSTER END PANEL ANCHOR PAIR CENTERLINE CENTERLINE °Ce"CLUSTERSEE {.._OF DETAILS, SHEET IO OF ANCH0 AG DETAILS, SHEET II FORASTRAGAL I INTERLOCK I ASTRAGAL (2ANCHORS) g• 4.051' I 3.5' 1 MAX �OFPANEL3 '+2'ANCHOFWGE� I OFPANEL4� .+2" EET 11 FOR OTHER INTERMEDIATE ANCHORS Imo rEmemtoovo� KV[MfER4I3A )°N9FTIDANGIO(t VARIES CERt. CFAI/1JLfA3B VE {T; No. 58705 �� ALYKNNILLER PE JRx iN15/14 on u frovm rco sG.M NTS 9 + 22 PGT0130 _ - _ C - - P.EAu1as ASTRAGAL OR {_..SPUCE LOCATION ASTRAGAL OR INTERLOCK— IFNEEDED INTERLOCK CENTERLINE CENTERLINE 3.6' 7 75' a D aG. z.oa• EXTEITRIOR 3's 7- 2-TRACK FRAME HEAD/SILL Q ASTRAGAL OR INTERLOCK (USE W HERE 4 CLUSTER ANCHORS ARE REQUIRED.'C4-) (FOR SPLICE ASTRAGAL OR �L..SPLICE LOCATION CONDITION, USE INTERLOCK —I IFNEEDED 2.04' 'C6'CLUSTER DETAIL) CENTERLINE I 7' E%IEITTMOR 7• +1 V 2-TRACK FRAME HEAD/SILL QR ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C5') *7-3.61 3.21' C MAX D.C. z.Da•a• S.64 EXTEITRIORV 6- MAX. 2-TRACKFRAME HEAD/SILL R ASTRAGAL OR INTERLOCK �y TRACK (USE WHERE 6 CLUSTER I FRAME JAMB ANCHORS ARE REQUIRED, CB) ANCHORPAIR ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR L SPLICE LOCATION INTERLOCK+4IF NEEDED INTERLOCK CONDITION. USE INTERLOCK- i IFNEEDED CENTERLINE 1 CENTERLINE '06-CLUSTER DETAIL) CENTERLINE 3,5• 3.5. 3.5' A 2.04' 'DIAG. 4.08' 4.18° 2.D4 ExreRloR 7• 6XrJE'l,Ipq 7. 4'DIAG. EXTFI1 lm v 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEADISILL V 3•7'RACK FRAME HEADISILL (aT ASTRAGAL ORIMERLOCK ,(-oj ASTRAGALOR INTERLOCK, 0ASTRAGALORINTEAmck (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'04") ANCHORS ARE REQUIRED, C5') ANCHORS ARE REQUIRED.'C6°) ASTRAGALOR {...SPLICE LOCATION INTERLOCK'4-I IF NEEDED CENTERLINE I EMEPIOR V 4-TRACK FRAME HEAD/SILL fol ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'CA'J ASTRAGALOR II (FOR SPLICE INTERLOCK' -I CONDITION, USE CENTERLINE -C6' CLUSTER DETAIL) i' EX EWOR V 4-TRACK FRAME HEAD/SEL (d ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, CS) rFxr.oF.lurRrmae ASTRAGAL OR (FORSPUCE INTERLOCK" CONDITION, DO NOT CENTERLINE I USE THIS DETAIL) 204- 21' MAx O.C. I 4-TRACK 6-DIAG. FRAMEJAMB. ANCHOR PAIR 2.04' ANCHORS MAY BE INSTALLED 21- EITHER IN THE EXT. OR INT. MAX TRACK(INT. SHOWN) O.C. NOTES: 5.64' 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 6-MAX 2. FOR HEAD OR SILL SPLICE LOCATIONSIANCHORAGE AT �CK FRAME JAMB P-HOCKSEE SHEET 9. ANCHOR PAIR PRODUCT REVISED s emEodeyl In wI15 No Flodda FOR SPLICED eun`am CONDITIONS ONLY: NOAl1o. 17-0420.12 SPLICELOCATION Eaal,a6FO Eetn 2/17/2020 FNESDED 1- - 7' _...I '--1 3.5- 1— 4-TRACK FRAME HEAOISILL Cap, ASTRAGAL ORINTERLOCK (USE WHERE 6 CLUSTER MCHOR5 ARE REQUIRED,'C6') WITH & WITHOUT SPLICE CONDITION 5a I MS I TO • 22 1 PGTO130 * : Nq 58705 2.04' 2.04- PoOR IMEwOR 6.72' 4°DIAS. 6.12' ] 90 3. IMEw 90 3. EXTERIOR J— a.` — 9.5• a. 2.04• J XRICRz.aEnEMOR 17 1 DO'CORNER 90' CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER (USE WHERE 5OR 6 CLUSTER ANCHORS ARE REQUIRED, ANCHORS ARE REO0IRED,'C5.) 4.08° £NOR 3.5° wORN—Po 2.0 135- CORNER 2-TRACK FRAME HEAO/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,' IOR A \x - 4.08 4.08• 5.3] G. 637' G. • 3ar• 4° 3.5' EXTE.R T. E RIOft r 4' 90' CORNER 135• CORNER 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL ('C6° ANCHOR CLUSTER REQUIRED ('CO ANCHOR CLUSTER REQUIF ATALL 3-TRACK CORNERS) ATALL3-TRACK CORNERS) IMERIOR .6.12' INTEROR L 4. ENO 5.08' IMERIOR MDR p• 1 2.04' J I I "T'" 4'DIAG. ie>c�TEg3OR6' 4, Y EXTERIOR F \ ' 90- CORNER 135- CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL (•CB• ANCHOR CLUSTER REQUIRED (-Cr ANCHOR CLUSTER REQUIRI AT ALL 4-TRACK CORNERS) ATALL4TRACK CORNERS) NOTES: TALL DIMENSIONS SHOWN ARE BASED ON MIN IMUM ALLOWED. mm r[uwxocvparrs 2. DETAILS DEPICT ANCHOR QUANRTY AND SPACING, AND WOULD BE KVEw�sC:wns IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. �016p0 •=rWT ---- fzm;Z._....... —_--- -..__ mer. a•wum was INTERIOR 2.04' r \ 3.5' INTEPoOR i 3. 4'DIAG. 3 4° 2.04' r E Tt1 Fi 8.94' 135' CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED,'CB') oft 3 CENTERLINE OFPANEL INIERIIX! ON .+2°ANCHOR E%Tf 10R ALL n_ VIEWS V 4'DIAG. 2.04' (.1 ' 3.5' CENTERLINE OF PANEL L4° +3-ANCHOR 4A8' IXIEwOR 3.5• 204• CENTERLINE OFPANEL 4-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) +22 1 PGT0T30 '+I•ANCHOR I_ CENTERLINE f OF PANEL -+2•ANCHOR 2. 4•DIAG. 3.5' CENTERLINE OF PANEL '+3' ANCHOR 2.04' 4' DtAG. 7' CENTERLINE �OFFANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED plyln9 with the Florida "' iltling Do4o NOA-NR. 17-0420.12 Eaplra6on Dale 021171202E *: No. 58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE&SKEET I EMBEDMENT: SEE TABLE A SHEET MIN.OF3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEETABLE0.SHEET i SEE TABLE A. SHEET SEE TABLE&SHEET ? 2-1116" 2-1/IB'• 2-IM6•' NOTES: UWWOR tl4' 7/4' lw 1.ALLDIMENSIONS `r y g EMEPoOR r SHIM IX�Rroli AREBASED SHIM ON IMAK N ALLOWED. 'j t EMBEDMENT: I 2. METAL ORWOOD SUBSTRATES MAY BE SEE TABLE A. J USED FORALL FRAME SHEET 1 TYPES PER TABLE A. 2XWOOD WOOD ANCHOR 7YP. 2X WOOD WOOD ANTYP., METALNP., SMS ANCHORTSEEANCHORNYP., SHEET 7. AN TNOTE3SEE ANCHOR 6 TABBLECAOSHEETI NOTE 3E SHEET IR STABLE A, SHEET NOTE4 SCHEET1 STABLER SHEET IS NOTE 3, SHEET 1 FRAME HEAD ®WOOD FRAME HEAD aWOO FRAMEHEADMIN (5 • DIAGONAL O.C. IS 4'(HEAD SSILL) L WOOD INSTALLATION II ew WOOD INSTALLATION I LI METAL Cw METALINSTALLATION OR e'(JAMB)SEE WOODANCHORTYP., 2X WOOD WOODANCHORTYP., . 2XWOOD SMSANCHORTYP., METAL TYP.. DETAILS, SHEETS 10& 11. SEEANCHORNOTES TYP.,SEEANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEEANCHORNOTES SEEANCHOR STABLE&SHEETI NOTE 3, SHEET SEE STABLE &SHEETI NOTE 3, SHEET SEE STABLE A. SHEETI NOTE 4. SHEETI ANCHOR ANCHOR MIN. OF 3 THREADS BEYOND .SEEANCHOR NOTES, SHEET NOTE 6, NOTE S. THE METAL SUBSTRATE I (1/4' MAX) SHEET t SHEET 1 _ T (1W MAX.) (1/4'KM.) 7 ExTERIDR 11 zip —Ron EMBEDMENT.- SEE (j �2-1/78" TABLE A, SHEET 7 2-1/I6" 2-1N6'• EDGE DISTANCE EDGE DISTANCE: EDGE DISTANCE SEE TABLE 0. SHEET 1 SEE TABLE & SHEET 1 SEE TABLE A SHEET I EMBEDMENT: SEE TABLE A SHEET t EMBEDMENT: SEE TABLE&SHEETI @2-TRACK FRAME SILL �TRACK SILL LL IE NSTALLAETION WOOD INSTALLATION WOOD INSTTALILATIONMETAL EMBEDMENT: SEE TABLE &SHEET 7 PRODUCT REVISED pingg WM tno 0.0d. Dsuilal%p V EMBEDMENT: SEE 1,10 N.. 17-0420.12 TABLE A, SHEET EDGE DISTANCE SEE TABLE A. ExptmOo� Dsta 02/17/2020 EMBEDMENT: SEE METAL TYP., SHEETI SEEANCHOR By mI ..oa roast eont,e TABLE&SHEET? ~ EDGE DISTANCE: NOTE 4, SHEET EDGE DISTANCE: 2X WOOD SEETABLE& 2XWOOD SEE TABLE A. TYP., SEE ANCHOR SHEE R TYP.. SEE ANCHOR SHEETI NOTE 3, SHEET 1 NOTE 3, SHEET 7 21/16" SMS ANCHOR TYP.. SEE ANCHOR NOTES 21116'• I 2-1116" STABLE A. SHEET WOODANCHORTYP., WOOD ANCHORTYP., MIN .OF 3 SEE ANCHOR NOTES SEE ANCHOR NOTES THREADS III I B TABLE A. SHEETI STABLEA,SHEET7 BEYONDTHE "'NglY LYNN FwDR METAL : .•r.�� 1/4'MAX SHIM '---1:�woR�MOR _ SHIM --Ip— V SUBSTRATE C1�:'VCENS . P: F -Fe 114'MAX i/4'MAX SHIM f-�- . FRGM F IAMB 'Lr_ : tlNNOG MSSHEET. CERT.CFAUD[PL9m5 ss m I NTS1 12 +22 1 PGTO130 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A. SHEET I NOTES: EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALDIMENSIONS CONCRETE CONCRETE SEETABLEA. SHEET I CONCRETE SEE TABLE A. SHEET I SHOWN ARE BASED PERTABLE*SErSEE SHEE71 A SHEETI2-1f16'• PERTABLE 2-1N6•. PERTABLE 2-1118" ON MIN. ALLOWED. A SHEET 1 A SHEET 1 PCONCRETEANCHORTYP.. 114' • DIAGONAL O.C. IS MAX'MIN 4'(HEAD 851LL) EXTERIOa.: -..' OR 6• (JAMB) SEE SHIMEMBEDMENT:114• Immmoft 114' �E0.bR DETAILS, SHEETS SEETABLEA. 10 & 11. SHEET?SM M SHIMPROPERLYNCRETE ANCHOR TP., PROPERLY SECURED IX CONCRETE ANCHORTYP., PROPERLVSECUREDIX WOOD BU..ANCHOR NOTES B WOOD BUCK TYP., SEE SEEANCHORNOTESB WOODBUCK TYP., BEE SEE ANCHOR NOTES& ANCHOR NOTE 3, SHEET I TABLE A. SHEET ANCHOR NOTE 3, SHEET I TABLE A. SHEET ANCHOR NOTE 3, SHEET I TABLE SHEET NIONCEIN�CONCRETE4-TRACK CEI� COCRETENSTALLATION % CONCRETE W INSTAON CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.. PROPERL' SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEEANCHORNOTES& - WOOD BE TABLE A, SHEET1 ANCHOR NOTE 3, SHEET I TABLE A SHEET ANCHORN SEEANCHOR SEEANCHOR NOTE S. SHEET NOTE 5, 1 (114• MAX) SHEET I T (1/4'MAX) EX1EyBg I r EXTFRpR {':C .�.K.•.. •. �. - EDGE DISTANCE: CONCRETE EDGE DISTANCE SEE TAB LEA SHEETI PERTABLE SEE TABLE A SHEET EMBEDMENT:SEE TABLE ASHEET I A. SHEET EMBEDMENT: SEE TABLE A SHEET I — 2-TRACK FRAME SILL 3-TRACK FRAME SILL CONCRETE INSTALLATION W CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A SHEET 1 CK TYP.. NOTE3, SHEET 1 EMBEDMENT: SEE TABLE A SHEET 1 CONCJCMUANCHOR TYP., SEE ANCHOR DGE DISTANCE: NOTES&TABLEA, SEETABLEA SHEET SHEET 1 TYP., SEE ANCHOR ORCMU NOTES &TABLE A. _ it CONCRETE SHEET I NXT�E'1ES I PERTABLE V I/4- MAX. SHIM --•-4 F-.-- PERTABLE A SHEET 1 2-TRACK FRAME JAMS 0a CONCRETE/CMU INSTALLATION PROPERLY SECURED I;(` 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3; SHEETI •:. TIfXTENOR � MAX. SHIM 3-TRACK FRAME EHe CONCRETEICMI ,aNTECMOLB Dgoa N VkNME i191D! ryl1)Iea18�a fER,.OFANH lN79B 2-I/16" .CURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X TYP., SEE SEE ANCHOR NOTES & WOOD BUCKTYP., SEE -3.SHEET 1 TABLEA.SHEETI ANCHOR NOTE 3, SHEET SEE ANCHOR NOTE S. SHEET I /FJ(IENgo Y' CONCRETE 2-11t6" co Teo, o CUNUREIL EDGEDISTANCE: PERTABLE SEETABLEA. SHEET A, SHEET - EMBEDMENT: SEE TABLE A SHEET ®4-TBACK FRAME SILL Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLEA SHEET —~ EDGE DISTANC NCE PROPERLY SECURED SEE TABLE A. EA IXWOODBUCKTYP., SHEETI I SEEANCHORNOTE3, SHEETI CONC./CMUANCHOR TYP., SEE ANCHOR NOTES & TABLE A (<j 2-III&"• SHEET CONCRETE CONCRETE OR CMU OR CMU ExTEWOR .`. PERTABLE PERTABLE n + ASHEETI A SHEET 1 V •-. 1I4' MAX SHIM N-- F.SGD-LM 13 • 22 PRODUCT REVISED o..lying with tho Florida Building Code N0A-No. 17-0420.12 * t No.58705 B INSTALLATION DETAILS FRAMEJAMB REQUIRED ATALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A. SHEET P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES EMBEDMENT: & TABLE A. SHEET 1 SEE TABLE A, (ALSO SEE TYP. SHEET? ILLUSTRATION, SHEET 9) DISTANCE SEE TABLE A. SHEET EMBEDMENT: SEE TABLE A 29 e niBn . SHEETI PHOOKWOODANCHORTYP., OOK p41 SEE ANCHOR NOTES CONCRET< & TABLE A, SHEET 1 (ALSO SEE TYP. 2.693'MIN. CMUPERTABLE ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SNEETi . FOR USE WITH FLAT SILL RISERS ®P-HOOK PARTS 018, #20, #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES IA 2A&3A MAY ALSO BE INSTALLED IN - FOR WATER RATINGS) INTERIOR CONDITION METALTYP., SEEANCHOR P-HOOK MOUNTING CONCRETE OR NOTE 4, SHEET I; EMBEDMENT: SEE TABLE A SHEET 1 MIN. OFBEYOND ADAPTER SMS CMUPERTABLE ANCHOR TYP.,SEE BEYOND THEMETALANCHOR THE MEADSTAL A. SHEETI NOTES SU85`fRATE (nl � & TABLE A, SHEET 1 EMBEDMENT: SEETABLEA. (ALSO SEE TYP EMBEDMENT, ILLUSTRATION, SEETABLEA. SHEET 9) SHEET i DISTANCE: SEE P-HOOK SMS ANCHOR TYP., / Fx OR SEE ANCHOR NOTES — n & TABLE A, SHEET 1 V (ALSO SEE TYP. 2.693-MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH BOX SILL RISERS PARTS#19 #27 #23 OR 025, METAL INSTALLATION EXTERIOR (SEE TABLES IA, 2A& 3A MOUNT FOR WATER RATINGS) ONLY , NO c .GFAY dMd CONCICMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A. SHEET I 1-1/4' MIN. EDGE DISTANCE ANCHOR TYP., SEE '•'^t''`'="' ANCHOR NOTES&TABLE EMBEDMENT: SEE A, SHEET TABLE A. SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER Jc PARTS #16.#20,#22 OR#24, CONCRETECMU INSTALLATION INTERIOR MOUNT SHOWN (SEE TABLES IA 2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOKMOUNTING EMBEDMENT: SEE ADAPTER CONCICMU TABLE A, SHEETI ANCHOR TYP., SEE ANCHOR NOTES&TABLE NOTES: 1ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEETARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALLAPPROVED SUBSTRATES. 3. SEE TARES 1. , SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. ILLUSTRATION, SHEEP 9) PRODUCTREVISEO as plying with the Florida 28 Building Code NBA -No. 17.0420.12 6nplragon D.WO211712020 1-1/4•MIN. EDGE DISTANCE P-HOOK CONCICMU / F RIOR ANCHOR TYP., SEED fl V ANCHOR NOTES &TABLE 1—;tp(ALSO RMIN. A. SHEET 1 SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) ' \111111111/b P-HOOK FOR USE WITH BOX SILL RISERS ®Ko PARTS 919. #21. #230R#25. � EXTERIOR SRO••""'•NQ! uO�sF '•, CONCRETE INSTALLATION (SEE TABLES IA, 2A&3A MNULNY1 �� �{F .' No, SBT�S FOR WATER RATINGS) 71 :, 1 go CONFIG. EXAMPLES MAX UNIT WIDTH MAX UNrr WIDTH HEADER DETAIL'A', MAX. NOM. PANEL WIDTH SHEET 18; INSTALLATION DLO TYP. PER TABLES 1-3 DETAILS'AW &'Ad. WIDTH INTERIOa SHEER 12 & 13 NOTES: EXTERIOR ) TEE SHEET 17 FOR INDIVIDUAL NS AS PANEL CONFABLE. - go - SEE DPI APPLICABLE. SEE DP/ANCHOR P��- PANEL TYPE PANEL TYPE PANEL CORNER DETAIL N2', TABLES, SHEETS 641 FOR MA%. TYPE 'OS' 'AS' TYPE SHEET I9&CORNER PANEL HEIGHT WIDTH. SEE A' 1C ANCHORAGE SHEET 11 SHEETS 18 & 19 FOR SECTION NOM. UNIT + DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. MAX PANEL $ PANEL/ MAX- HEIGHT HEIGHT DLO PER INTERLOCK DETAIL V, SHEET 19 2)(1) LOCK (ITEMS 75&107-110)AT HEIGHT SEE WIDTH TYR PER / / HEIGHT TABLES EXTERIOR INTENGR EACH LOCKST&E, LOCKING INTO NOTE TABLES 1�i 1.T KEEPER (ITEM 103) AT FRAME JAMB ORASTRAGAL. 3) PLEASE SEE APPLICABLE L 4 h I JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS ASTRAGAL & INTERLOCK X X 'GW &'GC, SHEETS 12 & 13 COMBINATIONS PER DWANCHOR : �� TABLES. DLO WIDTH = NOM. PANEL WIDTH -7' SILL SHEET 78; 90' DLO HEIGHT - DOOR UNIT HEIGHT - 10.125' INSTALL IO INSTAETAILLLATION EXAMPLE: 90°INSIDE CORNER 4PANELS-XXDOC PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866' SHEETS 12&13 'Dv18 T)c', SHEETS 12 813 n,rnuP ' .- _urxucirRNrn PANEL CORNER DETAIL Part# Description Material 124 Korllmeriing 4SG TPS Spacer System 125 Quanex Super Spacer BXTwith Hal Melt Butyl See this Sheet for 928 Quanex Dureseal spacer Materials 127 Cardinal )L Edge Spacer STRUMMI. SILICONE STRUCTURAL 114' NOM. FOAM DLYISOSUIYLENE willif WITHDESICCANT ANT OESICGWr FJ(r. GLASS M. GLASSti PRODUCT REVISED FIPrl4e INr. GLASSW. GLASS B>IlCingl�y,1VIS ode NGA-NP. 17-0420.12 rza KODISPACE 4SG TPS 9 SUPER SPACERONXT"' E>PIr>0P>D> 2/17/2020 By ALUMINUM MI>mFa Pr°auc<e°n!m REINFORCEMENT PGLYISO- DES=-11 FILLAREA BUrI'LENE Nte'NOM. ang NOM. SEAL BUrYLB SILIWNE SEAL ESICfANT RoU,FORMED - STAWLESs STEELI En. ((U"- `mr.GLASS , `tint. GLAsF na DURASEAL©SPACER +n XL EDGET"SPACER sroTecxxancr4RryE rt 1�Ma.Ftams. tynllmlmo ® 1^n' ANCHORAGE DETAILS/EXAMPLEELE SERIES 770_ALUM. SGD-LMIMPACT cmr. oFAurxrsxe a'OA'O1P�"� sco-rm NTS 1.5 +22 >... PG70130 *:• Nc. Sara, 'r CONFIG. EXAMPLES FIXED JAMB DETAIL'G2', SHEET 18; INSTALLATION DETAILS'GW &'Ge, SHEETS 12 & 13 ASTRAGAL HEADER'DETAIL'A', SHEET DETAILSLi'& 18: INSTALLATION Df-�"' L2, SHEET 19 'AW MA, SHEETS'. L PANEL PANEL TYPE TYPE 'D.MA . L UN PIEYP. E SEE TABI3 NOTE 2, 1-: SHEET I b x DETAIL'G3', SHEET 18, TARS'Gw' &'Gd, SHEETS 12 & 13 HEADER DETAIL -N, SHEET 18; INSTALLATION DETAILS'AW &'Ae. �SHEETS 12 & 73 � 90° � T HT SILLDETAIL 1 'D', SHEET ES 18; INSTALL DETAILS 'Dw'&'D j SHE I2, 'E PANEL PANEL TYPE TYPE 'DS, 'DS' NOM. PANEL MAX. WIDTHTYP. DLO PER HEIGHT TABLES 1.3 a MAX OLD PANEL TYPE MAX UNR / HEIGHT PER SEE NOTE 2, TABLES 1,, & 13 Yl. X IN X X A. BEE FRAME 8 MAX UNIT WIDTH PANELCORNER SILLDETML'D', SHEET 18: MAX. UNIT WIDTH — CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET IS 21 TRACK) 'DW&Vd, SHEETS I2&13 EXAMPLE: 90-OUTSIDE CORNER -XX/XX(2-TRACK) ASTRAGAL OETAILS'LT & INTERLOCK DETAIL M', SHEET 19 JAMB DETAIL DETAILS IW & L2, SHEET 197 INSTALLATION DETAILS 1W & •`l INTERLOCK DETA&'M', SHEET I9 'Id, SHEETS 12873� HEADER DETAIL - ETAIL'H2,SHEET P-HOOK DETAIL'J'&'K'.SHEET 'B', SHEET 18; 76; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL 'IT, SHEET 16, INSTALLATION 'HW SHEETSS 12& &'He, SHEETS 12 & 13 'Je.'Kw' &'Kd, SHEET 14 DETAILS DETAILS'IW 8'Id, SHEETS 12 & 13 13 13 MA) HE F TA I-- rvwA. Urvu wNm _ -_-- PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE .UNIT GHi ER ILES 3 MAX" DLO 'rr //, L' y %SEE NOTE 2, 'M. NOM- PANEL WIDTH TYP PER TABLES 13 'F i z I• W I SHEETIS UHEIGHT LJ O U:j 11 k-L-j EXAMPLE:OXXXp SILL DETAIL'S', SHEETI8;- (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ed, SHEETS 12 & 13 ma-cv sMDe I-�-- MAX UNIT WIDTH PALL PANEL PANEL PANEL TYPE TYPE TYPE TYPE M' IF 'P IF, MA NOM. UN PANEL j HEIC / WIDTH I.. // PE SEE MAX PER TABI ATE 2. DLO TABLES 1-31� SHEEP I5 HEIGHT O EXAMPLE: XXXO (4-TRACK, BY-PASS) JAMB DETAIL'GT. SHEET 18; INSTALLATION DETAILS 'GW &'Gd. SHEER 12 & 13 v IP INTERLOCK DETAIL 'M', SHEET 19 98' OUTSIDE CORNER DETAIL'N1', SHEET 19 8 CORNERANCHORAGE SHEET 11 IME IOF E RM I,OM.PANEL WIDTHTYP. PERTABLES X UNIT WIDTH 1 3 HEADER DETAIL V. SHEET 18; INSTALLATION DETAILS 'Lw &'Cc', SHEETS 12 & 13 PRODUCT REVISED PIYinCaw IN N. Floritla NoA-N. co . , Noa-No. 17-042042 C T HT i ES SILL DETAIL'F, SHEET 18; INSTALLATION DETAILS 'FW &'Fo'. SHEETS 12 & 13 0.LYMIN uL Rm Jft iNfo/7d au,a .anuio sGCJA AiT$ 16 a 22 PGT0130 C P.ERSBI05 PANEL'S RIGHT STILE TYPE PANEL SINGIZ MER OCK SINGLE IN ER OC FIXED LLCKS 5E AB MOA ASTM`m eoxO BOXINL LOLKSIIIE WL0(xWIIE lmlu NERBREmE EMLaP0 RI�CRECEry ORNM NTWRNER I5RECENER TYPES qR IN SItIE wII+N�'Nq�DyI•'E boxOM g0%W W//.F'pWq�NYIXSE w/HMIDIE w/WWDIE w/MNOIE wIIUTAIE w, N4NOL B w/Hm)U1 w,HANog31 _� _� —� —19" 01 SWREM #1 A11e m9 m+te �+ as C61 Ng� F PP K TR TQ TC TA TV TW IN# L= 8 E P A C C IC SQ SC SA SV SW IN Rwarr m'RXM ° RR R S S FD FC FV FW P.OeI! Ra<� I11CX3TILE D M J J wiHuroLE (BMalp p2'MI OLBAFo%�0°Uf� LR PANEL NOTES: WI HANDLE ssa` v p/ 1. SEE DP TABLES 1-3• SHEETS" FOR PANEL SIZES& DESIGN PRESSURE. ASTMGAL /V LEFT QINTEflIOR RIGHT LU gOXIN 2 PANEL TYPES NOT SHOWN OR CROSSED OFF J isesse, PANEL PANEL EXi£flIOR ARE NOT REQUIRED FORANYCONFIGURATIONS )"' P5IRGinJAS U STILE STILE AND ARE (n .SOX OUf STRAGAVAILABLE. USEHEAVY-DUTYEITHER TOVER 3.30°CORNS ARNGAL�U RECEILS PANEL'E•SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTELES IORNERRECENTERIO (9120 EITHER EXTERIOR(#118)OR WTERHJR (#120)CORNER BOXw APPLICABLE STILE/ASiRAGAL RC-0UIREMENTS. gSTRAGALS. _I Da"m 4.135- ASTRAGALS TO USE HEAVY-0UTY STILES to 90 aXSTILE (#61) AND CORNER ADDON(#31). Lu a1SILL RISERS OPTIONS Y •x3r Z en l°c R- 0 RECENER �r� PRODUCT REVISED a di., nq ItM1 IM1O FIe#aa OA-Ne. 77.0420.t2 9A5T "DA-no CodeWW/Ww°.�tie ��I.0�.'0� 255O6r 3.30fi• wcop �' 1SBT .05r PXPlramnm oO2/17/2020 1S OS LW,RISER,- FLAT OMEO MEDIUM, 31/44- T 24 HIGH 4'ER FLAT FLUSH 112'�T' Ln VT WT VS WS V WF EM RICK aI —FXTEWO •ISP E%TERIOR ---�{ I-�twco 906•-a O6rY4.OSS 9 OBr 2655' I L1+11111I,//, I 10- SILL RISER. BO%I• SILL RISER BOX SILL RISER. BOX 5 SILL RISER. BOX GLOW. OMEDIUM, 3-1/4'*- FLUSH. 1-12' 2-m- =O:GL - ' NOTVALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS" �A�'., �'i ;•� f0>KIEYYINCYft aSVE PANEL TYPES �01. 'f�S'••ORIpN,; :'�`]�: z�,S�CNALIENG� BF as cERraFum.mamse SERIES770_ALUM.SGD-LMIMPACT JR OQN01) C RO LfNNGE51Mg SHEET. , er+en se.e ure,y n.e tiI Fs. JR f0'Idf4 +tARm 17.22 PGT0190 C P.FJ�OS ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) m 2-TRACK JAMB CLIP PlU5 WJRETAINERM106 (SHOWN WTIH FIXED PANEL TO THE INTERIOR) AM-R- TRACK ® t 2® IN RILLPANELJAMBLENGTH Oa OR61 IM 14 10 - t) ®75 � 600R 61 ie s 2-TRACK JAMB `HOW 5 SEEDETAILGI WITH FOR FOXED OPERABLE 6a PANEL CLIP LOCI(PAR PANEL) ]5518]4 ocK PAB� SEE DETAIL 32 103 it0 sa 1D]-1 FOR FIXED ° fiB DR fit PANELCUP 103 6 10 G4 2-TRACK JAMB 60 OR 61 EXTERIOR E%IERIOR �nI9? E R 5EXTEMOR W/SCREEN V - 3-TRACKJAMB 3-TRACKJAMB (S® HOWN WITH (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO 4-TRACKJAMB 4-TRACKJAMB 11 (SHOWN WITH rz (SHOWN WITH FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) SEEDSTAILONSHEETIS tY1 SEEDETAILONSII E 15 11CR EXTERIOR __ 3 a PRODUCT REVISED asco wRN we Ream 3 TRACK eFRAMEHEAD 4-TRACK G FRAMEHEAO MAY UNIT HEIGHT PER Coda Building Cod NOA-Na. 17-0420.12 TABLES Esph-fle^ Data 02/17/2020 By RIOR 011 011 6B R11 ]2 E%T.ELRI00. aR 73 <J Ir"0 If0 �n 011 66 T10RTJ Nnam -Daaa auce cones EXTERIOR HR Tug 15 I _ ll ttltl llllll!]!]/ _ LIGENS D E FRAME SILL F RAME SILL `i( Na. 5875P� FRAMESILLSCREEN � 4- 'ffEM 815HOWN, REM 60 ALSO APPLICABLE, SEE TABLES 1J, SHEETS 641 FOR DP (PSF) ASSOCIATED WITH STILE 1 KYENI .....RIDP,.•'�? � FL9Qii ry11/4eo-letm VERTICAL SECTION DETAILS �]'rsAONAL Epl�?`t 1j1NIIIIIt`t Laa�Aunesmlm SERIES 770ALUM. SGD-WINDOW -LMI m odDsa> c Ho uurvcESTHrs sREEr, —--PGT0f19 ® aK ALYNN M19M1LER P.E. om �aen ou �d1t a"i° qT is z7.—varmow NTS1 _ sm 8 aT2 C v.Ea6em4 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) I "TEROR a Q IN mm S6 IDE ER Lt WITH STANDARD STILES 60 WITH HEAVY-DUTY STILES STILESAGAL H Nt1 2TRAOKSHOWN EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX-0UT) MAYALSO BE INSTALLED (BOX -OUT) MAYALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR(BOX4N) 135' OUTSIDE CORNER 01 2TRACKSHOWN RIiEl00R fL EXTMOR 00135o INSIDE vvCORNER 2-TRACKSHOWN INTERpfl INTERLOCK u- _ a q L - ITEM 61 (HEAVY-DUTYb STILE) SHOWN, ITEM 60 (STANDARD STILE) ALSO CORNER APPUCABLE, SEE TABLES 090-INSIDE 2-TRACKSHOWN 13,$HEM 68 FOR DP (PSF) ASSOCIATED WITH STILES. PRODUCT REVISED as complying with the Florida 31 BUI1d1n9 Cad. OCKPARTT i5d 10751 NOA-Na. 17-0420.12 expiration oat 17/2020 41NIERIOR ``\t\\I ll lllliiri Nd.6B705 .P ( 1)46FNW .1iiluNALlr�-1`- "-A a 7 c NODO WSMSSREET. rrxr:dFAurRszemE SERIES770ALUM.SGD-LMIMPACi p NTS '�^ ALYNNNAIER P£ JR 16M0/}9 ' ��, seo-nd 19 - s 22 a..r. 'pGT0130 C p.Ea amps GT Dwg.0 PGT# Desclip6on 173G6 017JW MCKHEAD 1TJ03 6173W ?TRAIXHEAD WITH SCREEN RAL 1T309 017309 3.TRACIC HEAD I inI2. 617312 4TRACK HEAD 17314 017314 FRAMESCREEWCCVER 1731T ,61MIT FRAME HEADAIAMB AD043N ' 17304 61TJ04 2-TRACKSLL 17301 917301 2-7 CK S8I WNH SCREEN RAIL IT BIMW 1TRACK BIL 11310 61T310 4-IRAIX SU 11 InI3 01TJ13 FRAME SW. TRACK INSERT 12 1TJ15 61TJ15 FRAME SU SCREEN ADBUN(SEE NOTE 3) 13 173% 617310 FRAME Sul SCREEN ENOA000N(SEE NOTE 3) 14 17305 BIT305 2-TWIXJAMB 16 17302 017302 2-WCK"a WITH SCREEN RAIL I8 1TW0 011= 1TRACI(,WNa 17 1nN 6IM11 4RWCK JAMB 18 1T322 61734 $BL ROM -FIAT, RUSH, 1-12 19 W319 017319 SIMROM-804 RASH, 1-14' 20 ITVI 617Xf SLLRBER-HAT,1-0W.2 VT 21 17318 81131E SU RGER-BOX IDW, 2W 22 W355 617356 SOLR5ER-FIAT,NEDMM,3-1/4' 2I 17354 8173N 56L RISER-00K MEODM, 3-R4' 24 1TY23 917323 SLL RISER - FLAT, HIGH. 4- 25 f7320 61n20 SKI RISER -BOX HOH, 4' 26 IT 617333 POCKETPJ)OOK 27 7070 moo NEOPRENE BULB W57P FOR P4100K 26 IT334 61T334 POCKETPHOOKMWNT 29 11336 617335 PJI00KC0VEIt 30 17MO 517348 POCKETI'MOOKFOR90)(RBER 31 ITWB 017378 135CORNER 32 1T370 51137E 135F1#EOMOUNT HEMS 40.53 ARE SCREEN PARTS: 40 4319 61458 SCREENSCERAB.-LOCKSTLE 41 ROCKWGSK SCREEN LocxseT 42 41610 9CREENI�EPFR SPACER SET 43 8152 88152 BCREEN INIEPLOCKAOAPIHt 44 N20 644M SCREEN DOUBLE NIQLLOCK 45 4317 51=6 SCREFNTOPRXL 48 4318 61226T SCREEN BOTTOM RAL 47 669. 7SRPZ STANDARDROIIER 48 ON 7SRAX STANDARD ROVER-ST. SIL 49 43M 64344 SCREENASTRAGAL 50 17349 617N9 0MI SCREEN AsiRP0ALA6APIER 51 1EM 61892 SCREEN SPLNE-Aw 52 1891 e1694 SCREENSPLNE-AW 9 B1B16C20 SCREEN CLOTH 54 f725 1Tl%1'%1/IB'BET. BLOCK NEOPRENE BS •/S 55 1728 1'%4'%1/16' 6ET. BIACK NEOPRENE BS •1S Rem Dw9T# PGT# D.selipfion GO W325 flln 5 PANEL STILE 81 1T328 617326 PANELST;EMEAWDUTY) B2 17327 617327 NIERLOCKADAPTOR 63 IMS 67P240 WVYL BULB WSIP,-iHN (NSGE uf1EPlDIX) " I 71T19 SLL ENO WEATHERSIRP PAp B5 1M28 017= NIERLOCXSCREWCOVER 61 17M 61TS29 A5IPAGAL 0 IM 617339 NFAVYOU1Y751PAGAL 69 1T324 617324 TOP & BOTION RAIL 70 I7350 417350 WEATHERSTRN E%RENSON(NJECTGN MOMED) 71 105 7160 1-1?XI- XY4' HIGH FN SEAL DUST PLUGS 12 alo 78I53X TANDEM ST. STL ROLLER PSSY. 73 810 78153N TANDEM NYLON ROLLHI 7SSY. 74 SL)CONE WW-M00W59.50RGE-nM 75 Bt05 76i= GFMWI MO RIDE 3PLY DUAL LOCK W/LONO MM PIATE 78 71032AFPF% 010.92 %1'FL SS SC0.EW WI TYPE'F'TP 77 T103239 1032STEEL79JCUNU7 79 IT3W B1T35T 1'GBEAD Be I] BIMS) 7HG-BEAOIFIEDPANELCLP ' 81' 173M BIM50 W16'BEAD 02 1M4 (m*47K VNYLBULBWEAWERSTRIP 83 61745 —OF 170 WWE NC, VT XVIW SGL SEE ADK WE. POLYEM. 1W 48052 ROLLER ADI HOIE PLUG ' 101 720m "SBUMPER ' 1@ 169e 716M WSTpWO 101 aim 7WIRM 1-KEEPER IN BS3 7SOKEEP SCREEN LOCKKEEPER f05 1M11 0173N FDEDPANEL¢ -.•LONG 106 17M 61nR FOEDPANELRETAWER-W1W 107 IT" 71739 Il4NOlE KR-NTERDR MBED WRHTHUMB NRN 103 1740 T1140 143NDLE KR-RABED E70F.RG0. HPNOLE 109 1731 MIMN KANDLEKB-RECESSEOMFRWRWRHTHUMBWU 110 1732 78178 HANDLE KB-PECFSSEp fOODiG0. PULL III 7IW4PPSDAX 010XVe PH: PKTEK-S.S. 112 12M 6TS16 W071P,90X.170-FNSEAL 113 1712 04000 .18T'X1 FNSEAL 114 T10M15PPX #10%1-11T 115 718WPT #10x1' TO McUX #1430X1'S.S. 117 72DMIM 91420XI-IQ'S.6. ' 118 f7310 011330 WDEGREEWRNERRECENER 119 IM37 01=7 WDEGREE OUISDE CORNER PSTMOFL I20 11330 6117MB 90 DEGREE WSLIE CORNER ASTRAGAL IM 1TJ52 617352 FCEUPANELRETAINERTIB' NOTES: 1) ALL ALUMINUM = 6063-TG 2) ITEMS # 33-39. 5659, 66, 78. 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF 912 OR #13 REQUIRES MIN. #10 EMS OR 3116' MASONRY ANCHORS @ 24 MAX O.C. PRODUCT REVISED nmplying wilN No F)orid. B.Iltling C.d. NOA-No, 17-0420.12 raPtraSnn Date 02/17/2020 u * N.. 58705 m .69YI7 c RG w.wcesnnssrrffi: 4EBrffAun2 ne23e Lf(j=:�j SERIES 770ALUM. SGD-LM IMPACT JR IL#1M4 uilmen'�'6sRBw ® 3G0-T]0 (`iTS ZO �12 �� PoT0190 C ALYPEoams11 5.068' 8.682' O.OBO' 1211' 1.505' 0.081' 1O2-TRACK HEAD 1O 4-TRACK SILL (8083-T6 AL) (6003-T6AL) 8.198' 1.2H° 0.081' O2-TRACK HEAD W/SCREEN TRACK (6063-TEAL) 6.528' 0.080' 1.505, 03•TRACK SILL (6063 T6 AL) 7.105' . "S" "0.081" O3-TRACK HEAD O2-TRACK SILL W/SCREEN TRACK (6063-T6AL) (6083-Tfi AL) 9.14Y 4A9' 0.080' -T 1.2yy11• 1.505' _L 0.081' Oq 4-TRACK HEAD _ Oi 2-TRACK SILL (606346AL) (6063-T6 AL) --yy 7.514' O.O 1.280' 0.532' 0.060' _ 1.516' OFAD/JAMS SCREEN FRAMESILLSCREEN ADQ-ON S-0ON 12 A00 (6063-T6AL) (fi063-TOTB AL) REQUIRES MIN.410 SMS OR3116'MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24- MAX O.C. 1 JN I MW7 I C I NOCNPNDESDIISS T. I (-.0.050' 0.760' 7.990' FRAME SILLSCREEN 13 ENO AOD L) (6063•TB AL) REQUIRES MIN. 410 SMS OR3M6'MASONRY ANCHORS @ 24-MAX O.C. 2-TRACK JAMB W/ 15 SCREEN TRACK (6063-T6AL) 18 3-TRACKJAMS (6063-T(l AL) -y 1.36- 11-1 i 872- 0.062' 1.019- 0.081' SCREEN STILE (6063-TOAL) 5.069' y 1.045- 1.993' 0.062, O2-TRACK JAMS 65 SCREEN .TOP RAIL (606;-T6 AL) (6063-TBAL) 17 4-TRACKJAMS (60W-T6 AL) m.. XTRUSIONS ERIES 770ALUM. SGD - LM IMPACT Owvw sco-n4 A1TS 11 +71 PG70130 I-- 0.875- 1.993' L 0,062' OSCREEN as BOTTOM RAIL (6063-T6AL) PRODUCT REVISED Du1141ng COEOWIN the FIorIEa NOA-NO. 17-0420.12 Depl.a0oo Date OW1712020 NO.587M ALYNNMILIFRP£ P.EA6 0.718• 0.83- 3.802, 2304' 0.752' 0.752- 0.674' 1.163- 0.885 0 .ob2' 0.795 1 0 �q• JJJ 0.080" 0.062' 0 233. J 0.062' .J 0.075 6�FRAME SILL P-HOOK MOUNTING P-HOOKSCREW COVER 11 TRACK 26 P-HOOK OAOAPiOft 19 COVER 0.080' 30 P-HOOK FOR BOX RISER (S063-Tfi AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (fi083-T6 AL) (fi063-Tfi Al) Of 135'CORNER (6063-T6AL) 'AAW.0800- 32 135- FIXED MOUNT (6063-T6 AL) 3.979' Tj D.o7s tsar• o.1zs- BT STANDARD ASTRAGAL (6063-TB AL) 4' 0.062° :- S00 I-- 3.125' STANDARD STILE (6063-T6 AL) 0.281' ---I F- O HEAVY DUTY ASTRAGAL (6063-T6 AL) 69 TOP/BOTTOM RAIL (6063-TO AL) 1.739' -1 0.1331.600 0.06Y 1AO �8• 6' 006a3.125• INTERLO 62 ADACK INTERLOCK 8f HEAVYDUTYSTILE R 66 SCREWCOVER (fi063-Tfi AL) (6063-TEAL) (6063 T6 AL) �-11 ^11 7.050' I-^ .28s• sft• I � 1.050' I+-- .4e5- 045' .D45• L- F04Y I-- ]9 BOO Ofi/EAD. FU(E3 61 BEAD LAZING (6063-TEAL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) 1.003• A1.033'4'0.75T 0080. 0060'FIXED 0.7092.PANEL CLIP 0133'(6063-TEAL) 1.498' 1.498" L.650' D.8630.709' 120 FIXED PANEL� 0.080•-^:f-^f (6063-T6 AL)) fte 90' OUTSIDE CORNER ASTRAGAL FIXED PANEL f1890'CORNER RECEIVER (6063 Tfi AL) f 66 RETAINER 9/16' (8063-TEAL) (6063-T6AL) .. I JF 1 B W7 1 C I HOGWVCESTMSSHM.. 1 c>:Nr.oFwrNs�e 5.621• 0.133' 4- 120 90• INSIDE CORNER ASTRAGAL (6063-T6 AL) A. SGD - 22 • 22 PRODUCT REVISED plYYln9 wllA IM10 Flarltlo NOA-No. 17-0420.12 Eaptratbn Dam 0211712020 *.r ANo�6877 C *_ A