Loading...
HomeMy WebLinkAboutNOAFEB 19 2019 MIAMI•DADE 5T. Lucie County, Permitting IAMI-DADS COUNTY o 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.2ov/economy PVTIndustries, Inc. FILE 1070 Technology Drive r COPY North Venice, FL 34275 SCOPE: This NOA is being issued unifer 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). Z' This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control C: Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right Wo to have this product or material tested for quality, assurance purposes. If this product or material fails to z>.. U perform in the accepted manner, the manufacturer�will incur the expense of such testing and the AHJ may U M .Iv immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER y r 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. to 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 00SGD-770" Aluminum Sliding Glass Door w / 90' & 1351 corners —L.M.I. APPROVAL DOCUMENT: Drawing No. PGTO130, 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, modellseries, 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 Expiration Date: February 17, 2020 9 18 t� 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 under NOA No.'T4-0I23.10), 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 tinder 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 underNOA 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, FT1-6017, FT1-6023, 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. P duct Control Unit Supervisor NOA No.17-0470.12 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. I S-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5fh Edition (2014) and FBC-61 Edition (2017), dated 04/18/17 and revised on 08110/17, 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 "SentryGIas®(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-5i° Edition (2014) and FBC-61e 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° comers - L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasencia, P.E. P duct 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 & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & S. 2 DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33.113% 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 8HALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6.14. 4) SHUTTERS ARE NOT REQUIRED PER FED REQUIREMENTS, AS APPLICABLE 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. B) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATORNONS, ANSBAF&PA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE CURRENT FLORIDA BUILDING CODE, INCLUDING THE, HIGH VELOCITY HURRICANE ZONE (HVHZ). B) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. B) TEST REPORTS: FTL5980, FR-5993, FTL-8001, FTL-6014, FT48015, FTLE017, FTL6022, FTL-8023, FTL4024, FTL4025, FTL4 )M, FTL4031, FTL40M, FTL-6036 AND FTL-7654 TABLF S. SEE DETAILS ON SHEETS 4 & 5 GM. IV- Gemllpean OJid.41mm Ektaamto IMeao4 G7 VIT waR .MLl-dwIT M GMeewIb.TA' PVB kodwo GOA BYT Mmkmlw: paut. Ntm•Rai G M0I.OST PVB"k'. W 7/IT LMekmle4: L2)Lkw WLIT Hs oWeW .w 90 Weaey'er WA olW' Im GY.•y9n.PoR6G wea•yar WIT LomaWLW. GS V NIV •A BPwe+ 1-I TTEk 0Lmo NW AW PVB we yr LemWkd; L2ne CINIV WIT 1'Lwd lscl I&:M w v+VI o+711TM M M o ARP PVewWryw CCo,+ OB M IodMt VIC TExNIor of SIT WGL W IS6 LmN�Ma L0.' TTEaleaer +0ICAMS o+711TW IW; Vdwmw LEwof SIT RS omee WII G7 XST W V I•Ia,G�tW Lf1_VPTE V 14 Ye oWMdW07Amma; Pl Lan CIW1TH9OMeewW .Bw-S(i haea n GT f MWANN Gin. lcl:(2)I of HmM WANNJO.e .AYT0 WIT1 601aefwYw B'1T MmNlw: RhV GB M Tof RxWANNY)Mee "Adl 1'WMMmd L0.: WLTTEaleaer Cop+MTNspwe+wlT lanwuma: Moe e111T AM101su wBhlDG'Bo fnlml•y0r GB4 i•INMNma 1m•TFamawCw+WiTAMSpmo+TRT Lawneba; �LW CIWiT ANNOmeewBb.oBT 80 woaeycr •aNfr•aNNenIED 'l19•=FmAT TfRENOD1EtJE0 T=TEMPERED R -.c CSEN ;IGL®TWB6YKURARANIMCA. 9G••.aTPBENIftY0LA6B8Y NUMMYAMEWCA INC.INF cOMB18TANDARDSUSED: •201T FLORIDA BUILDING CODE (MCI STII EDITION •2W4 FLORIDA BUILDING CODE (FSCL 6M EDITION eAIEWAF&0008 -AWNINUPAN09.N NI FOR W000 CONSTRUCTION •ASIMNDM DESIGN MANUAL.AOM-2016 eglSl S1a0.10 eAlsc ]eo-to GENERAL NOTES ............. I EXAMPLE CONFIGS .......... GLAZING DETAILS ..... 45 ANCHORAGE........ .... 4 6-14 DESIGN PRESSURES.......84 INSTALL DETAILS..............12.14 ELEVATIONS....._..............16.1 B PANEL / SILL TYPES ......... 17 CROSS SECTIONS ............ 18.19 PARTS LIST ....................... 20 CFRT.N'AUixlldBe TABLE A OroOgr Anciwr a T/P Mvmbol submmm 01 . Page Dldann M.. BE-. wv' 6nboamonim Mewl ThIWwm A 012 e-0Ems. IF,-WkW.F, 96kv0 012410689M6, Fil BOW. Fe 110ke0 MI BOGOmm Plro(B0• o.BB' W1B• 7W I-w BCB]•TBAIME W9' WiV 0.w AOe SkW YT W10' g0.5T 4. 33EiNsw w WIT 0.016•te(m) 114' Deo Aggm4efm0 Fy5TkAFC•03kel AL COwmb at 222 kv1 1- Y w I-YB' J¢mb/Rlwek FYle4 Bbok ASiM CWI Y ]• 2' Jamb/P4Rok FkMw Bboll 7M CWI Y 3• 1-114' A0 eCutlum Pbm G•0.69 1' f• t-yT B 1H26HII,%S(GB6) OnkL of] mmvae WyoM meW aubebala) Al emP G•0.6.1IT 7ff i4w we WIT OABO• A]96me1 Be IT o.o6T ai. 4l Bmmalm 3M• WIT 0. T 18( C W'.Eko lllbaC FY•165 kid, Fu•ITl kkl M 12mreM MN.2Aa kw) 1• 4• Idle• Jamb/PlRok el000w Bmd (AB1M Ceo) I- 6' 1-VT IA' Sea UlmC Fy-IMkeI,F.-Ir M U.m dIT Jambi P4wek FBaa BmW 91M Ma Zw 4• 14C JomblP k NaBow Biwk TM C9D 2-1G' T 1-tie D U4'N099 Ebo CmleFlekG Fr 127.4kM, Rt•1aG7 kal Weale0l Jamb/P4wak Conmem mm,1]6k Coamemmin.3 H 1' I• W w My tdl4• Jembl Pdook fbBow emek 6TN� 2.12' B• 1-V4 AO BeuOmm Piro G•O.FS 1• 1' ldl6' 1)WHERESUINIMTECON[NIONS REOUIREANCHOMGe FROM MORET ONE OFTHEANGNOROROUPSMOW. MWSETHEA ORGROUPOFTHELOWESTLETTERFORn LTA MWTHI6APPftO 2)ALLANGIbRHPADMN. ARE "[,Ma FI` 4)FOR6FEFJ.STV MIN. YN.504 MWDINH HBL 6)ANCH RSW VAWE9 MAYALSOBENOM8HOLLOW BLOCK OFIIA RE3. 6)ANCH0119 k1UHT BE OF SUFFlCIEMLF1HfTH 60TMTA MW WUM OF 31HRMDS E%TEND BEYOND METAL SIIBSTMTE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMWADE COUNTY, USE ONLY MIAMI-DADE 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 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-10 THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2XARE 140 THICK OR GREATER. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORDJSTO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK NON-METALUC GROUT, MAX 1/4=THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO 711E SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 022 1 POT0130 No.697D8 EXAMPLE CONFIGURATIONS MAX, UNI7 WIDTH NOM. PANEL WIDTH PERTABLES 13 MAX. UNIT I HEIGHT PER TABLES is NOM. I PE MAX HE PERTA NOM.PANE PERTA MAX HEI PERTA i➢Jftl �envienv �� iv ti NOM. I PE CONFIGURATIOINS nvier'�v ,;yuTa. v31 MAXUNrrWiDTH NOM. PANEL WIDTH IT f PERTABLES1-3 I M�;� iraiV ikJ ik7iEafpl MA)L UNIT IoHT IZE IT PER TABLES 1-3 �a+tea iCafk�7 m m m m ifl in iv Iiiv� Ql W Qa iV vm'IT �ml'•.r � ✓ iv CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL'Jw', -Jd, -Kw' OR'Ke INSTALLATION. XXX EXAMPLE: 4-PANEL X IN POCKET (p) CONFIGURATION CAN BE pXXX%p, pXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) SO- S 135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 7.9. 'X'- OPERABLE PANEL, '0' = INOPERABLE PANEL, 'p'=POCKET DETAIL LETTER .. W - WOOD OR METAL INSTALLATION �l b'=CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH - NOM. PANEL WIDTH -7' DLO HEIGHT= DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT= DOOR UNIT HEIGHT-1.888" 7J?.lS.1 iyJiEl r.19 iB �n m f[a ipT iL7LEI ,- ifaipl emr.�auneeamae qqU N 44PANEL CONFIGURATIONS 19 3 MAX. UNIT WIDTH NON. PANEL WIDTH PER TABLES" •aplmtlnn MAIL UNII HEIGHT 81 Np PER �. s TABLES id,``�Illlll wO.m I NTS 1 2 122 1 PGT0730 �.I NO-SO705 •. PF- EXAMPLE CONFIGURATIONS MAX TESTED UNIT WIDTH= NOM. I PE NOM.I PE MA) HE PERT{ MA) HE 8('( _ t fEif 7iF�ifF7iEyf TEN r. I i �: �;� I*a�m {[7 m na Q'7 16a m V Iia Ra fV Ica m fA IW m Ifa Iia �n AF..II'.a ,.w.13A �t,�T cv w ctS �t> im av CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL'JW ,'Je, *KW OR 9CC INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90' & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. 'X' - OPERABLE PANEL, 'O' - INOPERABLE PANEL, 'P' - POCKET DETAIL LETTER = WOOD OR METAL INSTALLATION ® 'C=CONCRETE INSTALLATION SHEET NUMBER OLD WIDTH - NOM.. PANEL WIDTH • 7' DLO I MIGHT= DOOR UNIT HEIGHT -10.126' PANEL HEIGHT= DOOR UNIT. HEIGHT -1.8W ss YE9991��Hpill [tl[HIIU_Illl[U9[.,..�!a,a+.Ia..T iLvigl{C>\lliLl4l1 MAX. UNITWIDTH NOM. PANEL WIDTH PER TABLES 13 MAX UNIT HEIGHT PERTABI1-3LES 1 J� In Ni m In m m I{h In at wL I I as e-PANEL CONFIGUR4TIONS C6tl.OFAUIII./}&OG 3 122 1 PGT0130 PRODUCTREVISED OUIIYIo➢( aowNh th. Flodd. NvA .. 47.042GA2 eaPlmmn oat.021172020 A. GLAZING DETAILS (133, G3A, G4, G4A, G5 & G5A) 7/16' NOM. 7/16' NOM. 1' NOM. 3H0' HS GLASS 3116' HS GLAS$ 311W HS GLASS .090' PVB .090'PVB .090'SG 3/16'HS GLASS 3/16' HS GLASS 14 3/16' 1 S GLASS 74 3/8' AIR SPACE 74 3/16' T GLASS B2 a 83 IXTFAIOR 3/4' NOM. ROR 314' NOM. a GLASS 1�3 GLASS 124.12>' 9/4'NOM. ITE SITE GIASfi BITE EXTERIOR ao ea a 7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 SAW NOM. 9/16' NOM. 1' NOM, 3/16' HS GLASS 1/4' IS GLASS 1/4' HS GLASS ,090' PVB .090" PVB .090' SG 3/i 6' HS GLASS 114'HS GLASS 74 1/4°HS GLASS 74 5116'AIR SPACE 74 1110T GLASS B2 82 — FPRGII,,UC,.,.TREVISED e3/4'MOM. 3/4' NOM. . 17-0420.12 GLASS �cTEAXNt GLASS 12412] 3ULAS3 on Pla 02/17/2020 BITE BITE E%1ERIOR a 9/16" LAMINATED GLASS, TYPE 133A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A Y L.YAfjv­1,,,. a UCErySF • ;�((� GLAZING NOTES: 1; ]F j No. 68706 'P ' ANN'=ANNEALED 1}= HS"- HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. %�1 •. 7-TEMPERED I� 'F °`"`° 'O,m''• 8Tw �0/ 'PVB PVB BY KURARAY AMERICA. INC. S GLAZING DETAILS '. lCs'.;;L..... 'SG'-.000'SENTRYGLAfi®BY KURARAY AMERICA, INC. p4f1"4o-Tem �''S�ONALBNG``� • Txxr.oPn0rx.avxeanSERIES77OALUM.SGD-LMIMPACT Al WW7 c xOlYUN0E31W3SF@"Ei. a ip — y ^'n'er^ II''11 I11` ALYNiM mw eaoa]P MTS 4 > 22 PGT0130 C P.Esewes GLAZING DETAILS (106, G6A, G7, G7A, G8 & G8A) 1' NOM. 7/16' NOM. 1' NOM. 3/16' HS GLASS 3116°ANN GLASS 311W ANN GLASS .OW SO ,090' SG 3116' HS G A90" SG 3/ie' ANN GLASS WAIR SPACE 74 3/16"ANN GLASS 74 3M'AIRSPACE 74 3116' TGLASS 3116' T GLASS 82 63 &t 124.127 3/4' NOM. 3/4' NOM. GLASS 1241T! 3/4' NOM. GLASS BITE GLASS BITE � BITE �� R a a ]0 ]8 66 66 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS TYPE G8 1' NOM. 9/16" NOM. V NOM. 'SS 114" ANN GLASS 3/16' ANN GLASS G .090° S GLASS- .090' SG 3/10' ANN GLASS 5110E 74 1/4'ANNGLASS 74 6/16'AIRSPACE 14az 11 1/4'TGLASS PRODUCTREVISED 4—(74 3I4' NOM.i 3GLASS NOA-No. 77.0420.92 GLASS aBITEBITE 12a12 �a•LA83' oPlmu"cD-1n02/17/2020 BITE a n 66 54 B6 1" LAMINATED I.G. GLASS, TYPE GBA 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE 08A `111111 N I r1rr7 ' Z, ....... `pA1 LICENSp'41C No. 60705'• GLAZING NOTES: ANN°=ANT ED _ - t*_ ='D _ STRENGTHENED 'HS' =HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. ^] %PQ:a y S�� r : �� T=TEMPERED 'PVB°=.090°TROSIF06PyBBYKURARAYAMERICA, INC. 10Kvoa]�cg�rsrz]6"r GLAZING DETAILS 'SO'=.090'6ENTRYGLAS BYKURARAYAMEMCA, INC. fw114os1wo SERIES 770ALUM. SGD-LMIMPACT IIIIII"I m owvr7 c I Noawd6camssxEFc W,0.wneIDn ]±aumaa�"uara� .d8 66nJ]a '+" •^5 NTS 6 +22 e PGT0130 1 0 aLrnx MILLER, r.e PFa 56]OS 'JR 1Mm14 m+" TAR[ F 1- Design Pressure(DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Fareaewastmgal enchapge on g0•a133•comw[Wb, se a sheet l l Maximum DP for all sizes: +601-60 psf (May he l6Nled by TWO M) TeWe apples to Glass Type 3, 3A, 6, M. 7, 7A, 8 $ ak and the SBINAsvagal TJpes shwm belay. Dam Unk HdITt BD• 84• 80' Sw M71V DLO Anchw G.p 7&71V DLO Anchorewup 70-7/8• DLO AnalaGroup — 95.71W DO Anchor Group A B C D A D C D A B C D A B C D ' S + + a ♦ + + G+ +1 G+1 +1 C4a + + + 74' �� Jamb 8 B B 8 B B B B 8 8 8 B 8 0 8 8 P4eok 8+7 BN e♦7 8+ 7+B 7♦8 7-6 7+8 7+8 7+8 AS AB 7+8 NB 7+8 7+8 Hee'usm 04+1 C4+1 01+1 C4H C4+7 C7+1 CA+1 0/+1 04+1 GM 04+1 01+1 q+i G1+1 GH1 NO 3m Jsmb B a B 6 8 B 8 B 8 a 8 0 8 0 B a DLO R eak 6+7 6+] 8+7 8q 70 1+8 7+8 T+B NB 9+6 N8 7+8 7+0 7+8 7+8 7+6 Head/SIII C4+1 G41 01+1 C4a1 CA+1 04+1 CH1 0I+1 Gat 04+1 GN1 G+1 C4a1 C4+1 Get +1 9B• Jamb 8 8 B a 8 8 a '6 B B 8 8 8 a 6 8 OLO PMok B+7 B+7 e 7 e+] ]+a 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 ]+e 7.8 7+8 He MiR NO 04+1 G1 1 O1+7 G+1 CA+1 04+1 04+1 04+1 G+1 C4+1 C4+1 04+1 G1+1 04+1 01+1 4Y OLO Jertb e 0 B B B B B B B B B 0 e B e e Phook B+7 e♦T 0+] B+ Tab ]*B ]+B T+B AB 7+8 ]+B NB ]+B ]+B 7a8 AB 7baN66l C4+2 G+2 C4+z C4+2 G+2 G+2 C4+2 04+2 1 O4+2 CN2 CN2 04+2 G1+2 CA+2 C4+2 CG+] 46' a0 Jamb 8 B 8 8 6 8 B I B I B 1 B a B 10 1 B I 8 8 P4.k &7_4_8•r 6.7 8+7 N8 7+0 7+3 1]+B ]+B i+B T+s 1 at 7+8 1 i+B 1 7♦e ]+B FOR EXAMPLE ON USING TABLE, SEE SHEET S. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4-SILL 2) WHEN USING THE 2-12• SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4• SILL. POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED) SEE TABLE 1A 3)4%34A/ 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 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) JAMS ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Sig Height to Max. (+) DP (Water Intl avan Redull) 6111RHertieight (a)Deslgn (Flatcr Sox,sea Press... pef Sheet 17) Flush -14ir see rate Low-2-irz +46.87 Medium-3.1/4' +60.0 High-4' +As 3= NU I tS 1-3 DLO WIDTH= NOM. PANEL WIDTH-?' DLO HEIGHT= DOOR UNIT HEIGHT -10.125• PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866' OH LENGTH OH RATIO 21 OH RATIO = ON LENGTH OH HEIGHT Interlock P-hook Locks0le@Jamb Srmight Astragal Assembly lecksllle@ 6valght Astragal 90'Astragal Assem Tacks e@ 90'Asvagal 135'Astragal Assembly Lochule@ 135-muraga1 Standard stiles Slandardsble - Standard SBle Standard Stile Standard Stile Heavyduty Stile Heavyduty Sole Heavy-duty Stile Heavyduly5tile �� Standard Asbagal ^'f�� ir•�' Outside Comer ' Inside Wr' C.L�I ner�l I Outdda Comer der Imi Corner ns a Outsde comer � Part A60(Q) Partn60 Parttt60 Part N60 (5[IIOI Part p67 (Astragal) Part 060 peng1B(IComer Rece=1 Part A119 (Ou[) Part A320 (m.) parts tt3l($A32 (Corrv$Fxd Mae I) Part N61 GERi. FFAU]KRaNB Sas I FfTS 1 6 a 22 1 PGT0130 PRODUCT REVISED ae ply[ne WIN the Rodda aeildleg A NOA-No. 17-0420.12 No. Sense OT;�ga� ��':ir'0NAL1ev%,"N. TARI a? Design Pressure PP) and Anchor Questions Required, (for a6eppre"d configurations on Sheata2&3) Maxknum DP for all size: 460 1 -60 For. eeaetal cades-peon 60' m 1J5'smns's'ee, em Nmel 11 (Ney bs Kax,4 by Tasw U) Boer lhtlt lb I Tebb epplea to Gbv rypee4, 4A, 0 6, BA T, IA aBBAeM IM /8.0 /8' OtA 1 Bl• O 97-] O 101 /Irmo BNNAebepal rypeseMxnaebx. M A.K. AnaborwrOmup r ro 0 C ❑ A B C D A e C D A B Cp 0 A 0 C O A B C D A 0 C ❑ A B C lrHeowsuf ♦ et + +1 a . . N . . + +1 .JUN 0 + + +1V . ry . + .24' B 8 0 a B e e 8 a 8 e 8 e a B B 10 10 f010 10 10 f0 70 f0 10 t0 10 t0010 R0a0k 0+7 B+7 B+T 8+7 7+8 7+8 7.8 7.8 7+8 T.e 7.5 T+B 7.8 7+8 )+8 7+8 8+B B+B 8+8+0 8+8 B+e 6a8 BHO 9N0 BNO B+fO BNO 8+10 B+70 B+10 Hunts GN G+1 Ct+1 C4+1 OMi G.1 q+1 G.l G+1 G+t 01a1 Gd G+1 C1.1 GN G+1 CNI C1a1 CN1 +1 G+1 Gat GH G+I GN Gat CN1 UH GH GN G.1 Jemb B 0 a- 8 8 a B a a 0 9 0 a a B a 10 10 to10 10 10 10 10 10 10 10 10 10 to 10 P40ok B+i e•7 e+] m] ia8 HB AB T+B 7+8 7+B AB 74 7+B T+B 7+8 i+11 0+B &a B+B B+0 8+8 e+a B.e 8+10 8+10 0a10 8+10 W10 8+10pN0 BHO N+I G+1 041 G+1 Ct+t GH C1.1 G+1 NO C1+1 C4.1 Ct+1 G+1 GHG+1 GH U+1 .1 GH G+1 1 GN GH G+1 GN GGNG+1 BB8e8e8ee80BB BN BH B+T B88 10 10f010 10 10 Is 10t0 10 BH ]+B N8 AB Na T+e 7+8 7+8 T.e NB 7+8 ]+B ]+e B+8 B+e B+e .0 B+B &-a 8+B 8+10 e+10 0+10 W10 e+f0 BHOe+10 Bn0 Hs."m G+1 G.I GH GN GN G+1 G+1 G+1 DHt C l G.1 G+f Gat G+i G+1 G+1 ONt GN GH 41 GN G+1 GH G+1Gt 1 GHUHn exxB B 8 B B B 0 B 9 B 0 B e 5 a a 10 10 10 10 10 10 10 f0 f0 0 10 12 10 W ip PLWk Headism 0+] 6+7 &i B+T ]+8 7.8 ]b T+B T.B 7.8 T+B ].B A8 7+8 i+8 ].e BSB B+B B+B +B 8.9 8+0 ae 8+f0 WIO BHO 8+10 0.10 8+10 wo p.10 41' GIQ Cd+2 G+2 G.2 W2 04Q C4+2 G+2 G+2 IA.2 C4+2 G+2 .1 G+2 G+2 G+2 G+2 G+2 01+2 +2 f2N2 G.2 G+2 CH2 C8+2 CN2 Ca+2 CB+2 L6+2 G+2 C 2 46' a a 0 a 0 6 a 8 5 a a a 10 a 0 a 1010 0 10 10 2 10 10 10 12 f0 10 f0 P4Wok BW 6•] 0+] B+ i+9 HB NB NB T+8 7+8 AB 7aB AB 7+B AB 7+8 8+0 bB 8+8 +B 8a8 B.B 8.9 B+W 8af0 8+10 9H0 &10 BNO 8a10 W10 4r0 IbWeW fM2 CH2 C1+2 U+2 G+2 G+3 G.2 G+2 G+2 CO2 +2 CI+2 G+2 G+2 G+2 C -Il Jana B B B 8 B B B e 10 B B 6 10 B e a A 64' RMpk a+] 8+] b7 a+T T+a 7.6 .8 +B ss +B ].8 AB 7+8 h8 Not available in these sizes HeeO/801 G+2 C4.2 C 2 G+2 G+2 G1+3 G+2 G+2 U+2 G+2 G+2 G.2 G+2 U+2 04+2 G. Jenb a e B 0 8 8 B 0 10 B B 8 10 a 8 0 p0' a0 P4dok B.T 6+7 a+7 8+7 7.5 7+8 ]+8 7+5 74 7.8 AB ]+B N8 7+8 7.0 7.0 FOR E%AMPLE ON USING TABLE, SEE SHEET 6. NOTES: 1) POSITIVE PRESSURES IN TABLE 2ARE BASED ON THE USE OFTHE 3-1/4-SILL. 2) WHEN USING THE 2-ln' SILL, POSITIVE WATER DP IS 48.67 PSF MAX WHEN USING THE 3-114- 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-I)4'ANO 2-112' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-V2' 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 FBC (SEE ADJACENT DIAGRAM%THIS CONDRION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. S) DOOR SO.E TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE &ASTRAGAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS 21 & 22 FOR PART Sill Height to Max. (+) DP (Water as",Rating) eWRlr Helshl (+)Oasl to (Flat or goo, see B Slat 17) Pmsaum, p et Flesh -14M sae Wei lax-241 .+4n.67 Medium-3414' .On'0 Hii .80.0 SEE NOTES 1-3 OH LENGTH C i 8I ON RATIO a1 o O L ON RATIO o ON LENGTH OH -HEIGHT AND SHEETS 18 & 10 FOR ASSEMBLY DETAILS Interleck Pimok LOckstlle@Jamb Straight Aacogal Am.mbly Lockstile@ SSrzlghtmaragat 99'Acragal Assembly LOcksdle0 90'Astragal 135'Asuaeal Assembly Locksala@ 13S. mtratin Heavy-duty Stles Heavy-0ury5tlle HexWAuryStile Heavy-duty Stile Heavy-duty5tlle Heavydury5tile Heavy-duty Stile Heavy-duty5tile Heavy-duty Sllle Standard ASVaBN OURIde Comer IltlyE. outside Cme��� Comer Cnoml e Oumtied Coe Partp61 (#) Part p61 Part Ofil Part N61(Shce) Part N6](Astragal) Partial Part 061(Stile) Part N1180rner Rereber) part N119 (Out.) patN120(Ce Part 961(11Ie) P...431&832 (Corn.&Fed Mo. Part U61 1BIebDlero CFlrn NAarrtW:00 DLO WIDTH= NOM. PANEL WIDTH -7' OLD HEIGHT= DOOR UNIT HEIGHT-10.125' PRODUCT REVISED as somPl N M h the Fladda Bundle, a NDA-No.17.0420.12 ftPlmlloa Dat002/17J2020 A. i No. B8705 PE Design Pressare(DP) and Anchor Quantities Required, (for a0 approved conflgur®Doneon Sheets 2&3) Fef amnarasunial erehaega on 90' or Isis' coma uNte, ...hest 11 Mawn Maximum DP shobelow (May be limped by Table 3A) Dax UNI Hwaht Tole opphe to Wass Types 4, 4A, 00 04' or 96. 102' low.6, aA, 7, 7A, B&Nend the 9- •p ]S/ L / B -la" 0 07-78 Bile/Astmgal typos Mown boom. Menoro Anchor Oro AmhPG MCMFOrou Anchor 0m Anchor Grom B I C I P I A 1 B 1 C 1 0 1 A I B 1 C 1 D A 1 B C 0 B C A 8 C 0 roa nPmsaure iA80.0 / a +- e 24' 17' Heetl190 C4+1 W+1 W+i C411 t11+1 W+1 04+1 C4+1 04+1 W+1 WN C4+1 CM7 WN W+1 W+1 W+1 W+1 CN1 C441 Wit WM C4+1 W!1 DID Juno 8 B a 8 8 0 a a a e 0 B 0 B B. B 10 10 10 10 10 10 10 10 P- 1 8N 8+7 6+7 6+7 7a8 7+8 746 7+8 T+B 7+e 7+8 1 T+e 7+8 A8 1+4 8+9 e+9 0+9 B+9 ale 8+9 1 8+9 1 "a assign P=.Um fA50.0 / H4726 at +/-7&Deal 1. Headh5al 04+1 W+1 W+1 W+1 C4+1 W+1 C4+7 CA+1 W+1 W+1 C4+1 W+t C4+1 W+1 Wf1 CA+1 04+1 C4+1 C4+1 W+1 Wit WN W+1 C4+1 Due Jame a a B 0 8 0 B a 10 a B 0 10 a 1'6 1 a to 10 10 10 10 10 10 10 P4P0k ell U+T Bq 5+7 7-8 1"1+0 I"7+0 7+a 7+0 7+B 7+g ]+B 7+8 7" 6+9 8+9 1 0+9 0+8 6+8 8+9 8i9 8.9 DaolgAPmaau. +,Avoopr, +/412.a el +1-7&0 al 38, 29' Hmd9ol W+1 0'+1 W+1 OHt Wit 04+1 CHt CHt CAf1 C4+t W+1 C4N C4+1 C6+1 W+1 W+1 C5N CBN C4+1 Wit Cbft W+1 Cq+f C4+1 OLD Join 1p 8 0 8 10 8 0 8 10 9 0 8 12 10 B B 12 10 10 10 t0 t0 10 10 P+Pd( 6+ 6+7 6+7 Cn] 7+a 7+B 7+B 7+8 A8 748 ] A ]r0 8+9 0+9 8+9 8+9. 0+9 a" 049 8+9 B+8 0+8 a+8 B+9 D.4104pnumass 0.60.0 / f/A2.6 Ian +/-70.0 sf ]6' DLO Heetl/9al C4+2 W+2 C4+2 GH2 8 G+2 10 M: 8 C 2 8 CM2 8 CB+2 12 W+2 10. W+2 a Ca+2 0 C6+2 12 W+2 70 Ca+2 8 C9f2 8 Ca+2 12 C6t2 10 CW2 10 Ca+2 10 CS+t 12 CG2 10 C6+2 10 Ge+2 10 Join 10 B 8 PA 1.8 7+8 7+5 7+e N0 7+0 7+a 7+5 0+8 8+9 849 8+9 B+9 8+9 8+8 849 0+9 Bi9 B+9 B+9 8+8 8+9 a+8 Bf9 Dea npourae +µas I Sea Nd Iv +1472.8 f +A79.0 1 41. HmNOP CB+2 CB+2 2 +2 2 +2 CA+2 as CB+2 CB+2 C6i2 Wit C8+2 C6+2 C6+2 �+2 2 CB+2 pB+2 C6+2 C6+2 f5+2 CH2 �+2 C5+2 C612 DLO Juno 10 a 8 e 12 10 B 8 12 10 0 0 14 12 0 e 7q 12 Ill 10 14 10 10 10 P4psk 7+8 740 7+0 7fe 6+9 8+9 U49 af9 8+9 one 8+9 0+9 9H0 wo 1 9M0 9410 a+10 9+10 9+10 9H0 9+10 Bits , NOTE A:+P90.0 PSF FOR GLASS TYPES 4NA2 8, SA, 7A, 8 & BA; +1-87.1 FOR GLASS TYPE 7 NOTES: EXAMPLE ON SHEET 0 1) POSITIVE PRESSURES IN TABLE 3ARE BASED ON THE USE OF THE 4' SILL. 2) WHEN US ING THE 2-12' SILL, POSITIVE WATER DP IS 40.67 PSF MAX. WHEN USING THE 3 IW SILL, POSITIVE WATER DLO WIDTH= DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 00.0 PSF MAX (NEGATIVE PRESSURES NOM. PANEL WIDTH-7- UNCHANGED). SEE TABLE 3A DLO HEIGHT= 3)4',3-1I4'AND 2-Ur SILL HEIGHTSARE TESTED FORWATER INFILTRATION WHEREAS THE 1-1/2' SILL ISNOTAND DOOR UNIT HEIGHT - 10.125- MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT - BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT - 1.886- 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. TYF MI 1 nWIMA CTII F A AQTPAnAl TVPFH SNdI 1 RF I L.Rpn FOR Tam F'! PFF RHFFTR 91 R 99 PnP Poor nfi,' IJS VMl4 aalr\ RllCe-re to Y 1n mo nRRen�m v Heron e Intedeok P-hook Lo6saile@Jamb Straight Astragal Assembly, W&sm.9 Sltalght ASUagal 90•Astmgal Assembly Lacwk@ 90'Astragal 135'AUaffl A embly Lockable@ 135'AsVagal Heavy-dury5mes Heavy-dutyStile Heavy-duty561e Heavy-duty5tlle HeavydplYSue Heavdutysdle Heaw-0ury5tile Heawclury5ele Heavy -duly Stre �Ip q + D-1�N Heavy-duty Astragal Outsid6 e a. IrClde Car Outside Corner e Com Comer Iffiffe- [9rne Outsitle [omen 1 parta6l(Y2) Pan 861 Part 061 Part Y61 (Stile) part 868IASUagaO Partg61' PartfI61I"e) Part B330llbmer part 81]9(Out) part 0120 (In.) Part 061(SIIIe) Parts031&H32 (Cam.&Fxd Mount) Parte61 e ..MAePa4fefal Saone 7rrS 1 6 a 22 PGTOI30 TABLE AA- SIH Helghtto Max. (+) DP (Water Iwltmgwl Ruling) 513 Floor Halght (Flator Box,aee Sheet 17) (+)Design PM'8ure,pal Flush-1-12' see oule3 L0m-2.12" +48.07 High-4• +90.0 OCC ryV I Cal W OH LENGTH OH RATIO a 1 OH RATIO = OH LENGTH OH HEIGHT y(-.f No. 69705 1.P C Cf RA �6lCs •.,r'•2 pRIDP... ' ' � Sy ``G \ r NOFRAME '9F10'P-HOOK ANCHORAGE CONSISTS OF: SEE JAMB (9)P-HOOKANCHORS, SEE'CS-CLUSTER SPLICE '-. REQUIRED® (pERpENDICULARTO GLASS SEE'C5'CLUSTER MAX UNIT WIDTH SEE'C5'CLUSTER DETAILS, ETAILS, SHEET IO NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7 DETAILS, SHEET IO FOR REQUIRES'CB' SHEET IO FORINTERLOCK FORASTRAGAL THIS POCKETS AND INTERLOCK CLUSTER, SEE 24' MAX O.C. 48• NOM. SHEET SEE POgCEf 1p pNTING pgNEL WIDTH DETAILS, SHEET II x �,',': INSTALLATION, MOUNTING *x* *� THIS SHEET ANCHORS MIDWAY i J io• 3'MAX ;:�. BSHEETI4 BETWEENP-HOOK I x ANCHORS S AT 3' °I =FRAME 4 PAIRS OF Y. �;�.:... FROM TOPE I 14•MAX D.C. of * x * ANCHORS BOTTOM I I to ANCHORS 96, (TOTAL 8 4.061' 'MAXTOOPENING i g I I®i iol 1 UNIT ANCHORS) ANCHORS) EDGEOFPOCKET SEE I a or—y l7°=p{{OOK HEIGHT PER JAMB INSTALLATION i g I°I 14'MAK o.G A ANCHORS x (SEE JAMB DETAILS •JC & Vd. H °' I m o _ P DETAIL MOUNTING END PANEL SHEET 14 & PART I I J o' I HOOK BELOW) ANCHORAGE DETAILS•J'BTC. :I J �^I ^G. p ADAPTER 24'MAX 2ANCHORS SHEET IB FOR I _ loolll--111 O.C. P-HOOK L-__ _TnX _ ANCHORS r _ END PANIEL ANCHORAGE ANCHORS ENDPANEL *' *' zz zx x xxz xwx . x• w*x* x*x}z x� e•MAX. ANCIKIMCE IBEE MCHOMM -{` x (8EE SKETCH BELOW) `vY �_'�Y �vvY.�2. 81lETCH BELOW) CENTERLINE w•• ANCHORAGE ANCHDMGE ANCHOMGE ANCHDMGE pNCHOMOE OF PANEL 1 24'MAX EXAMPLE: 6-PANE 7. TRACK 90'OUTSIDE CORNER- )O=O- EXT. MOUNT POCKET ANCHORAGE PLAN: 2�• O.C. 48-x98'NOK PANELS, ANCHOR GROUP C N CONCRETE SUBSTRATE (SEE TABLE 3, SHEET B) G' SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 'r 2)ANCHOR LOCATION SPACING FOR ANCHOR 48' CEMERLINE OF QUANTITIES SPECI RED IN TABLES 13. SHEETS 88 • • INTERLOCK HEADB SILL: MAX. FROM AME PANEL PANEL CLUSTERFROM BEE'C5-CLUSTER USE SPECIFIED R MAPPR APPROPRIATE AND WIDTH SHEETS AT EACH INTERLOCK DETAILS• SKEET IU TABLES, EATRAGARLOC E CORNER RADDITOCATION, FOR INTERLOCK STRAIGH LOCATION, PLUS SPECIFIED CIFED QUANTITY PER PANELONAL 42'ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. ANCHORS . 3.6E ADDITIONAL ANCHORS 24' O.C. MAXIMUM, V. EXTERIOR ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE EKiEwOR HEAD OR SILL IF A SPLICE E�7 21- OCCURSATTHEPHIOOK. MAX O.C. PRODUCTREVISED Bu1141ng CoEowIm the Fl.flG NOA-Ho. 17-0420.12 6.64E Exphmmn Dx1 2/1]/2020 8' MAX BY Nlx um o OF PANE 2 ' - JAMBS- OOK) U IL8' MAX FROM BOTTOM: ES MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR 0FPANEL2 O.C.OKANCH)UTDETAILANCHOR SHEET FROM APPROPRIATE TABLES, SHEETS BA. SEE �2-TRACK P-HOOKANCHOR DETAILS ON SHEET 74. FRAME JAMB REQUIRES +r ANCHORAGE SEE -05'CLUSTER ANCHOR PAIR CENTERLINE CENTERLINE N HORAEL `'Cfi' 0.USTER, SEE 1� OETALLS. SHEET 10 ANCHORAG DETAILS, SHEET II I INTERLOCK FORASTRAGALASTRAGAL (2 ANCHORS) y. 4JL51- � I ^i 11�- 3.5E I t MAX �FPANEL3 '+2'ANCHORAGE- r 11 FOR OTHER INTERMEDIATE ANCHORS C ..wAUml sco]ro I�CENTERLINE OF PANEL 5 9 - 22 * . _ Nq 58705 51 ASTRAGALOR {_SPUCELOCAT INTERLOCK-'y IFNEEDED CENTERLINE 1 i*r 1.75° 3.5- E%11E-1RIOR v 2-TRACK FRAME HEAD/SILL LZ4 ASTRAGAL OR INTERLOCK OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4-) ASTRAGAL OR SPLICELOCATION INTERLOCK-�IFNEEDED CENTERLINE 1 3.6' n.De° r ° ID 3-TRACK FRAME 15 0 ASTRAGALOR INTERLOCK ILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'Cn") ASTRAGALOR I�SPLICE LOCATION INTERLOCK+ -I IF NEEDED CENTERLINE ! ASTRAGAL OR I (FOR SPLICE / INTERLOCK —I CONDITION, USE CENTERLINE r -C6-CLUSTER DETAIL) r q 2.04' F%inR1OR1`�' 4'DIAG. 7, WERIOR 4-TRAGIC FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4') RICE LOCATION 2 04. NEEDED 2.04- 1.76° C�.nD, G. 2.04' MAX _ 21' 3.6. 5.64' MAX. O.C. Fes- 7' -�I 6-MAX. 2-TRACK FRAME HEAD/SR�l, L v 2-TRACK FRAME HEAWSILL ASTRAGAL OR INTERLOCK AASTRAGAL ORINTERLOCK T— (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C5') ANCHORS ARE REQUIRED. -CS-) STRAGALOR (FOR SPLICE ASTRAGALOR I SPLICELOCATION INTERLOCK CONDITION. USE INTERLOCK IFNEEOEO CENTERLINE I 'CO' CLUSTER DETAIL) CENTERLINE lyl I+ -�13.5. 1— Tom— 7- -H 4.08 Dp� � rl �- 4-DIAG. €z 3-TRACK FRAME HEAD/SILL i4 ASTRAGAL OR INTERLOCK (USE WHERE fi CLUSTER ANCHORS ARE REQUIRED. -CT) ASTRAGAL OR � (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE !.06. CLUSTER DETAIL) - 3.6' 2.04• 21' MAX. O.C. 2--TRACK L FRAME JAMB 6. MA( ANCHOR PAIR .--- I 4-TRACK 9' DIAO. FRAME JAMB ANCHOR PAIR 23 MAY DE INSTALLED IN THE EXT. OR INT. ti � 2.04' NOTES: 6.84° 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. H 3.5' ALLOWED. 3.5• 6°MAX. 2. FOR HEAD OR SILL SPLICE 3-TRACK FRAME HEAD/SILL (a] ASTRAGAL OR INTERLOCK LOCATIONS/ANCHORAGE AT (USE WHERE 0 CLUSTER &TRACK FRAME JAMB p-HOOK SEE SHEET 9. ANCHORS ARE REOUIRED,'C6ry ANCHOR PAIR PRODUCT REVISED FOR SPLICED n wI1M1 NO PIoeitla BuliJlnp oF ASTRAGAL OR INTERLOCK -^I (FOR SPLICE CONDITION, DO NOT CONDITIONS ONLY: p o NDA-No. 17-0420.12 USE THIS DETAIL) SPLICE LOCATION Eaplm6on om�e. 2/17/2020 CENTERLINE I �IF NEEDEO Op ;-'"�2 - 4'DNG. 2.04" 4'OIAO. 2.04' y 6.3r DIAG. 4'DIAG. 4.08" 1 2.04' IlTuulul, EIThTIIUOR T E Tel eNOA 7"UCENSF �7 4TRACK FRAME )*AD/S61 � A -TRACK FRAME HEADf51LL !d ASTRAGAL OR INTERLOCK Op ASTRAGAL OR INTERLOCK Na 66705 (USE WHERE fi CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIREO, •C6') =.0 ANCHORS ARE REQUIREO,'CS) WITH&WITHOUT SPLICE CONDITION ;p CEM.OFNffIIIA➢dN 10 • 71 P0T0130 A. *EI 2.04' 2.04• NTERKKt INIHVIOR 2.04' N rypq 2,04' '-I'ANCHOR L_ w 4'DIAG. 8.94'IIREPoOR M 1'CENTERLINE RIOR 4'DIAG. 4'DIAG. OFPANEL 3.5•4... 3.fi' gq•'+2'ANCHOR 2A4' MENOR 2,0'2.04' EKTERKMi 4' 2.04" T EKTEWD0. 8.94• 90'CORNER GO- CORNER 135•CORNER 136•CORNER 2.w 4'DIAG. 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAO/SILL 1 (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 8 CLUSTER 3.5" CENTERLINE ANCHORS ARE REQUIRED,ANCHORS ARE REQUIRED, 'CB') ANCHORS ARE REQUIRED, 'C) ANCHORS ARE REQUIRED, "CB') �—OFPANEL 4.08' INTERIgt EXTDtIDR a0R 4.08' '+i°ANCHOR •+3•ANCHOR INIEPIOR 4• 3S" INIEAIOR 7.41' 90 T 13S 2.04• 3 ors A' DIAG. 3.5' 3S' 4.08' 3 G. R 4.08' 6.3P G. T• 7" �CENTEINE CENTERLINE LI 3.5' 4 ON OF PANEL ERM INTERMEDIATE ANCHOR HORLAYOUT HEADISILL 9 mg T 4• ALL •+2•ANCHOR INT 135' CORNER Iog VIEWS 3-TRACI(FRAME HEAD/SILL V 8.12' 6 3.6• q' 2.04' f%TERIDR T 4'DIAG. OR 4. 90• CORNER 13fi' CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ('PT ANCHOR CLUSTER REQUIRED ('Cr ANCHOR CLUSTER REQUIF AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. mmTcpwxopvDau 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE NvtMCE, Fl:pI9)a IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. IDt9f9almp .m eMsll) C NO CIWIDESTHISSHEEI. 4ERT �AVDI �Ff z 04• 54" •+3•ANCHOR E MMOR 3.5 2.04• CENTERLINE I OF PANEL 4-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) saw I NTSI 11 +22 1 POT0130 PRODUCT REVISED plYYon6 wIN M. Florida 9pIWInE G tlo NOA-No. 17.0420.12 R"Imtton Date OW17/2020 * ; No. 58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A. SHEET I EDGE DISTANCE: MIN. OF 3 THREADS BEYOND EDGE DISTANCE: SEETABLE A, SHEETI EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A. SHEETI SEE TABLE A, SHEETI E 2-1I78"17A 2-1/18•• 2-1/16" NOTES: U4 1/4' 1. ALL OIMENSIONS j— ,„ r SM� 8 _, R MAX E�`]'"OR M(;�'D SHIM SHOWN ARE BASED ON MIN. j J. j r T ALLOWED. 2. METAL Oft W00D EMBEDMENT: I Z J I SUBSTRATES MAY BE SEE TABLE A, SHEET 1 USED FOR ALL FRAME 2XWOOD WOOD ANCHOR TYR. 2X WOOD WOODANCHORTYP., METAL TYP., SMS ANCHOR TYP., TYPES PER TABLE A. TYP., SEE ANCHOR SEEANCHORNOTES TYP., SEE ANCHOR SEEANCHORNOTES SEEANCHOR SEE ANCHOR NOTES SHEET 1. NOTE 3, SHEET &TABLE A, SHEET NOTE3.SHEETI &TABLE A. SHEET NOTE 4, SHEET &TABLEASHEETI ® 2-TRACK FRAME HEAD ® 3-TRACK FRAME HEAD ® 4-TRACK FRAME HEAD 'DIAGONAL O.C. IS MIN 4'(HEAD&SILL) L w WOOD INSTALLATION 0w WOOD INSTALLATION cW METAL INSTALLATION OR 0-(JAMB) SEE WOODANCHORTYES 2X WOOD WEE 2EE WOOD METALTYP„ DETAILS, SHEETS 10 & 11. SEEANC A,SHEET 1'7 TNOTE3, ANCHOR ,B TABLE A, SHEETI/ NOTE 3, SHEET ANCHOR ANC SEEANC A, SHEET TNOTE3E HEET1 SEE &TABLE A, SHEETI NOTE 3, 6HEET1 SEE ANCHOR 7ES S& ANC A.SHEETi SEE ANCHOR SEE &TABLE A. SHEETI 7NOTE 4, SHEET 1 FMERIOR I EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEOMENT:SEE TABLE A, SHEET 2-TRACK FRAME SILL Dw WOOD INSTALLATION ANCHOR ANCHOR NOTE 6, NOTE 5, SHEETI I SHEET I (1141MAV - - *' J. (114'MAX) 71 EMINOR EKTEalm 2-I1iB•• I <32-1/16— EDGE DISTANCE: SEE TABLE P. SHEET I EMBEDMENT: SEE TABLE A. SHEET I 53-TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 �I f EMBEDMENT: SEE ~ TABLE A, SHEET EDGE DISTANCE: 2X WOOD EDGEDISTANCE: SEE TABLE A, TYP.. SEE ANCHOR 3EE TABLEA 7YP SEE ANCHOR SHEEf1 NOTE3,SHEETI SHEETI NOTE 3, SHEET? 2-1 16•• 2-1/16' WOODANCHOROTES WOOD ANCHORTYP., SEE ANCHOR NOTES SEE ANCHOR NOTES 8 TABLE A. SHEET 1 & TABLE A, SHEET 1 E N R 1/4' MAX. SHIM F-- 1p% ENOR 1/4' MAX SHIM 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB WOOD INSTALLATION (s WOOD INSTALLATION N. CIM rF aom 0000d 4-TRACK FRAME SILL Wi MET AL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET I �— METAL TYP., ` SEE ANCHOR — NOTE 4, SHEET I SMSANCHORTYP., SEE ANCHOR NOTES -� B TABLE A, SHEET I(,` EMEERMOR 1w MAX SHIM 4-n E w M EDGE DISTANCE: SEE TABLE A. SHEET I 2-1/16" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A. SHEET 1 PRODUCT REVISED BO....jlnp wah too Florida i alldln6 atlo NGMNo. 17-0420.12 THREADS BEYONDTHE s``NgNY LYlY1y METAL `\ L10ENy4; •�( SUBSTRATE• No •i IB _� i to tM._ #- ,,.. �.�.. _ ...__-____....__.—.. wnFxxrovn \ I •�•�'. A.L1. MlXRP.E. iw ienm7l �` .a°o.` �- s00.710 NTS 12 w 22 PGT0790 C P.Wes INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEET I CONCRETE*1XCONCRETE EDGE DISTANCE: SEE EDGE DISTANCE EDGE DISTANCE: NOTES: 1.AL DIMENSIONS PERTABLEA.SHEET, CONCRETE SEE TABLE SHEET1 0. CONCRETE SEE TABLE0. SHEETI SHOWN ARE BASED A,SHEETI2-1116'• PER TABLE 2-1/10" PERTABLE 2-111E°' ON MIN. ALLOWED. ; ,.:A.SHEETI ,SHEET7 : .•:I(:O.C. IS .,.SHIM MIN 4-(HEAD&SILL) �rIX ORS"(JAMB)SEE EMBEDMENT':1/4° rn aon 1/4'rEaoNDETAILS, MAX. 1 $HEFT$ SEETABLEA,` ,L., `T' MAX. �'PROPERLYCRETE 10 & 11. SHEErlSHIM SHIM ANCHORTYP., PROPERLY SECURED 1X CONCRETE ANCHORTYP., PROPERLY SECURED iX CONCRETEANCHORTYP., WOOD SU.,ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES'& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& ANCHOR NOTE 3, SHEET I TABLE N SHEET I ANCHOR NOTE 3, SHEET I TABLE A, SHEET t ANCHOR NOTE 3, SHEET I TABLE A, SHEET I 2-TACK FRAME HEAD 3-TRACK FME HEAD 4-TCK FRAE ® CONCRETE INSTALLATION 6 CONCRRETEEIINSTALLATION (9 CONCRETEE tNSTA� ION CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERL) SEEANCHORNOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES WOOD BL TABLE A, SHEET ANCHOR NOTE 3, SHEET, TABLE A, SHEETI ANCHORN SEEANCHOR SEEANCHOR NOTE 6, SHEET NOTE 6, 1 (1/4' MAX.) SHEET 1 1 (,14°MAX.) J E.CIEIUO T .a EXi WR :�. i. �,'::. i;: :�•, � EDGE DISTANCE: CONCRETE EDGE DISTANCE: SEETABLENSHEET, PERTABLE SEE TABLE A&, SHEET? EMBEDMENT: SEE TABLE A, SHEET I 0.SHEETI EMSEDMENT:SEETABLEA,SHEETt FRAME SILL 3-TRACK FRAME SILL S2-TRACK Oc CONCRETE INSTALLATION Eo CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A. SHEET PROPERLY SECURED IX WOOD BUCK TYP.,— SEE ANCHOR NOTE 3, SHEETI CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES&TABLE A. 6. u SHEET EMBEDMENT: SEE TABLE A SHEET 1 1 CONCJCMU ANCHOR a TYP., SEEANCHOR EDGE DISTANCE: NOTES &TABLE A. SEE TABLE A. SHEET SHEET I CONCRETE :� NOTE 3, SHEET ECURF01X CONCRETE ANCHOR TYP., PROPERLY SECURED IX (TYP., SEE SEE ANCHOR NOTESB WOOD BUCK TYP., SEE E 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1� (1/4-MAX.) - �2•,/ifi" `' •.•'~' CONCRETE PER TABLE CONCRETE EDGE DISTANCE: A. SHEET 1 A, SHEET I SEE TABLE A, SHEET I A, SHEET1' EMBEDMENT. SEE TABLE A, SHEEPi 4-TRACK FRAME SILL c CONCRETE INSTALLATION EMBEDMENT: SEE _mot pROOUCT REVISED TABLE&SHEET7 , eaem I n wItNM Fl l4 cuueujWmIjm: PROPERLY SECURED SEE TABLE A. IX WOOD BUCKTYP., �- SHEETI SEEANCHORNOTE3, 2-7/18"' SHEETI CONCJCMUANCHOR TYP., SEE ANCHOR NOTES &TABLE A, SHEET 1 P R \_Vtt. F 011 —�,I1,1��,I T7 PER TABLE �nI—�I11:'.I A, SHEEf1 V 1/4• MAX. SHIM I"'— A, SHEET 1 V 1/4' MAK SHIM � � 0 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB OONCRETE/CMU INSTALLATION N CONCRETF.ICMU INSTALLATION snr.oraurNmme FX� 1/4' MAX. SHIM 4-TRACT CONCRE w= vcrlDRAoe DEracs' FRIES 770ALUM. SOD 800a7o NTS 13 • 22 —� auna e or a NOA-N..e. 17.0420.12 EDGE TABILEDISTANCE: E•�plmilon Dnle D2/17/2020 SESHEET 1 A, SHEET 7 Dy1 laQ `ORCMU DlDu nllq PER TABLE A, SHEET �.: N0.68705 JAMB INSTALLATION ,70�.•, s 1 iE PACT A LYNN MLL R, P.E PP sum PGT0130 C B INSTALLATION DETAILS NOTES: 1. ALLDIMENSIONS FRAME JAMB SHOWN ARE BASED REOUIREDATALL 2.693'MIN. ON MIN. ALLOWED. INSIDE POCKETS EDGE EMBEDMENT: SEE TO PREVENTE ;`.t DISTANCE 2. FIGURES ONIS WOOD FRAMING TABLEA.SHEETI P-HOOK MOUNTING ADAPTER L SH WOODANCHORTYP., INFILTRATION CONC./CMU ILLUSTRATIVE SEE ANCHOR NOTES A33'TABLEA ANCHOR TYP., SEE PURPOSES ONLY. SEE EMBEDMENT: & TABLE A SHEET 26 ANCHORNOTES& TABLE A, SHEET I FOR SEE TABLE A. (ALSO SEE TYP. -I.!.I SHEMi ALL APPROVED SHEET ILLUSTRATION, SHEET 9) ^•'r�_" J'- 1-114'MIN. EDGE DISTANCE SUBSTRATES. DISTANCE:SEE 'i•:'• gyp;%1.�%'.,�I�•,,;', E:REr+IOR 3. SEE TABES Imo, TABLE A, SHEET EMBEDMENT: "'•'"' '� •'�;',n; `. 28 SHEETS B-B FOR 26 SEE TABLE A, •',. F,{Y �':'. w-ti,'-j P.HOOK MOUNTING REOWREDP-HOOK €YS R�OR SHEETI '.+.�;; :;C: ,:1 ADAPTER CONCJCMU AND P-HOOK PHOOK CHORTYES 2.:i �;•. ANCHOR TYP., SEE MOUNTING ADAPTER SEEANCOOD SEE ANCHOR NOTES P-HOOK ''��""�^ -`��• �':?•:1 ANCHOR NOTES & TABLE ANCHOR QUANTITIES. &TABLE A, SHEET GONCRETEOR EMBEDMENT: SEE' A,SHEETI ALSO SEE EXAMPLE (ALSO SEE TYP. 2.tlB3•MIN. CMU PER TABLE ., A. SHEET I TABLE A,9HEETt (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION, SHEET 8) EDGE DISTANCE ILLUSTRATION, SHEET 8) . ®P-HOOK FOR USE WITH FLAT SILL RISERS •• P-HOOK FOR USE WITH ANY SILL RISER PARTS #18, WO, #22 OR #2A. x PARTS #18. 020, #22 OR #24 ® WOOD INSTALLATION EXTERIOR MOUNT SHOWN CONCRETEJCMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A, 2A & 3A MAY AL30 BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDTION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP" P-HOOK MOUNTING SEEANCHOR EMBEDMENT: SEE P-HOOKMOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTERCONCJCMU NOTE 4, SHEET 1; TABLE A, SHEETI I~ ADAPTER EMS CMU PER TABLE TABLE A, SHEET ANCHORTYP.,SMIN. OF& BEYOND THETHREADS BEYOND THE METAL ANCHOR TYP., SEE A, SHEETI ANCHOR NOTES ':..v;.."'{�,; ;" i' ANCHOR NOTES&TABLE r A, SHEET 1 SUBSTRATE 29 &TABLEA,SHEETI EMBEDMENT:. (ALSO SEE iYP. (ALSO SEE TYP. ILLUSTRATION, SEE TABLEA : .:''" �'.. '�'" ": •�'.'.' '1 •''...,.' ILLUSTRATION, SHEETS ) PRODUCT REVISED P6oUm I m wlM mo Florida amama LTo�a EMBEDMENT: SHEET 9) SHEET -r. ,.,,_ - 2e NDAJiO. 17.0420.12 SEETABLEA SHEETI DISTANCE: SEE ,�T::;.•; ' °: H-PlmRon Do 2/1712020 T e A, SHEET '�5' :'''';>Y'• 1.1/4'MIN. EDGE DISTANCE 30 By Mlom m uc P-HOOKSMSANCHORTYP., E%TE(UDR P-HOOK CONCJCMU EMMOR SEEANCHORNOTES B TABLEA, SHEETI T7 ANCHORTYR, SEE TI V ANCHOR NOTES TABLE V (ALSO SEE TYP. 2.693' MIN. A SHEET 1 2.693' MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) It 111 11 lllp ®P-HOOK T-0R USE 3WITHOR BOX SILL RISERS PARTS #19.1/21, #230R 026. ®P-HOOK FOR USE 3WITHOR BOXM, Ka PARTS 919. #21, #230R#26. SILL RISERS N�z��'. METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR NSF'•( MOUNTA. 1GS) ONLY (SEE TABLES MOUNT ;tL.: No. 68205 FORWATERRA, FOR WATER RATINGS) RATINGS) FOR WATER RATINGS) ONLY = : *_ TE F fOlOi[CIWO[DOYP911E ANCHORAGE DETAILS '�N`s ''.... RIDP,:' %i� (er9rmrlam SJO . �irlrtiALlEtl"� c r"^O^16urd SERIES 770 ALUM. SGD-LMIMPACT JR Drava Ro(2uxDE3TR19snE•Er. Mr�mrr°mir ® °1i1 �R• ^� ALYNN MILLER PE uae m JR f0"18M4 ,aoao rmm°'c 60PTTa WS 14 ✓ 22 PG70130 0 P2968T0.5 CONFIG. EXAMPLES HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS'AW &'Ac'. SHEETS 12 & 13 NOTES: 11 SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DRIANCHOR TABLES, SHEETS 83 FOR MAX PANEL HEIGHT AND WIDTH. SEE & COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL 1Y. SHEET 18; INSTALLATION DETAILS 'OW & Dc', SHEETS 12 & 13 X1d2• SMS PANEL CORNER DETAIL MAX. UNIT WIDTH MAX. PANEL PANEL PANEL TYPE PANEL APE 'AS' TYPE MAX NOM. ANEL SY PANEL WIDTHTYP. / EIGHT SEE PER NOTE 2 TABLES 13 a x 90• EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX= Part# Description Material 124 Komme011p 4SG TPS Spacer Syatam 126 Ouanex Super sparer NO'w hHrl Melt Butyl See this Sheet Dr 128 Ouanex Dumseai Spacer Materials 127 Cardinal N. Edga Spacer tllltl/1/, tltltltl b tltlN NON. PANEL WIDTH TYP. PER TABLES 13 E%TERIaR 1 90' CORNER DETAIL'N2', SHEET 19 & CORNER ANCHORAGE SHEET11 ' MAX. UNIT HEIGHT INTERLOCKDETAIL PER 'M, SHEET 19 TABLES EETEBIOR IM MOR 13 JAMB DETAIL, SHEET 18; INSTALLATION DETAILS 'GW 8'GC, SHEETS 12813 OLO WIDTH =NOM. PANEL WIDTH-7' DLO HEIGHT - DOOR UNIT HEIGHT-10.12W PANEL HEIGHT - DOOR UNIT HEIGHT -1.888• 9DURASEAL®SPACER +m XL EDGE1°SPACER PRODUYYCT99REV13ED 6YII—OotlewlN It. Flbatla No" . 17-0420.12 + axpinubn Pa 2/17/2020 By .Urp!6 Prod..lCentro * : Ne. 58705 .x cFRr. rPAIRRIAae l� ( SERIE5770 ALUM. SGO-LM IMPACT "/rii�j liuYt• JR riaGll C NOfIIM.'0ES IRISSNEEf. " ` ` ' L'$ r,� m' IeNA'O+W PG �� spcylr MS 1$ +22 POT0190 C almrvie mfia'P.E. lR 1 1N10/f/ uaxwmnemnm CONFIG. EXAMPLES PDD:D JAMS DETAIL'GT, SHEET 18; INSTALLATION DETAILS'GW &'Ge. SHEETS OPERABLE JAMB DETAIL'03', SHEET 18; ��-r—INSTALLATION DETAILS 'GW & Gc', SHEETS 12813 ASTRAGAL HEADER 'DETAIL W, SHEET HEADER DETAIL'N, SHEET 18; DETAILS'L1' & 18; INSTALLATION DETAILS INSTALLATION DETAILS 'AW &'AN, L2, SHEET 19 'AW &'Ad. SHEETS 12 & 137 SHEETS 12 & 13 12&13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE .R. ti. ,D. ,A. MA NOM. PANEL UN HEIC MAX. WIDTH TYP. PE ply SEE TAB[ OLD TABLES is NOTE2, V HEIGHT SHEETI6 a b a O X X X " LTYPE T fF:.PANEL CS HT SILLDETAIL NOM. 1 'D', SHEET PANEL ES 18; WIDTH TY INSTALL OLO PER DETAILS HEIGHT TABLESI Dw' 8 T)N, SHEET912 (} W. MAX. DLO PANEL PANEL TYPE TYPE 'qS K MAX UNIT HEIGHT A PER PER SEE NOTE 2, is 813, % `P X. I ` % X MAX UNIT WIDTH --.-I \\ SEE FRAME S PANEL CORNER EXAMPLE: OXXX SILL DET UL IY. SHEET 10:� MAX. UNIT WIDTH CONSTRUCTION DETAILS SHEET 15 2-TRACK INSTALLATION DETAILS 'DW&Dc', SHEETS I2&13 EXAMPLE: 90' OUTSIDE CORNER = XX/)D((2-TRACK) ASTRAGAL DETAILS'L1' & L2, SHEET I9. INTERLOCK DETAIL'M', SHEET •'l 19 JAMB DETAIL '11'. SHEET 18; INSTALLATION DETAILS'IW& INTERLOCK DETAIL'M' SHEETI9 'Ic' SHEETS I2&13 JAMB DETAIL 'GT, SHEET 18; INSTALLATION DETAILS GW &'Gd, SHEETS 12 & 13 l/ 'M',SHEETI9 R 90' OUTSIDE CORNER DETAIL'NT. SHEET 19 & CORNERANCHORAGE SHEET II INTEWOR EMRM WIDTH PANEL WIDTH TYP. PERTABLES UNITWIDTH 1� 1 'HEADER DETAIL _ HEADER DETAIL 'C', SHEET 'B', SHEET 18 1 18; INSTALLATION DETAILS JAMB DETAIL M1D*, 6HEET P-HOOK DETAIL'' I&M-. SHEET 'Zu &'CAI, SHEETS 12 & 13 18, INSTALLATION DETAILS 19; INSTALLATION DETAILS 'JW. 'HW 8'Hc', SHEETS 12 & 13 'JN,'KW &T(N, SHEET 14 INSTALLATION DETAILS 'BW 8'Bc', JAMS DETAIL V. SHEET 18; INSTALLATION DETAILS'IW 8'IN, SHEETS 12813 PRODUCT —REVISED SHEETS 12 & 73 emplyln wllh ft. Horltlo MAX. UNIT WIDTH _ I PANEL PANEL PANELTYPE TYPE TYPE.L. M. ,p, Tj/EL MAX. UNIT NONLHEIGHT PANELPER WIDTHTYPTABLES SEE PER 1-3 DLO NOTE 2, TABLES 1-3 HEIGHT SH,�ELLE,T16 �- L Y O X - �-'— MAX UNIT WIDTH---.-I�1{' PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE V 'F P P' M A NOM. PANEL UN HEI Y WIDTHTYP. J/ PE SEE MAX. PER TAB OTE 2, OLD TABLES 1.3 1 BHEET i6 HEIGHT X O j U np941n0 C. . NOA . 17•U420.12 e Eaplr2V*n Dam G2H7/2020 AX R R R LES a EXAM PLE: OXXXp SILL DETAIL 'E', SHEET I8; EXAMPLE:)XXO SILL DETAIL 'P. SHEET la, � (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS 'EW &'EN, SHEETS 12 & 13 'FW &'Fe. SHEETS 12 & 13 *j Na, $Bp05 o+. �sur Tl�I� IMPACT rmr. oFAurRsmzye 5ERIE5770ALUM. SGD-LM "'�ir"1°AI-�i�`" JR' oerocny c No rJurloEs npsaxEEr. 1lHilllrr JR 1N1N11_ wt _ __ .v.r.�am°w'�,mvw�mo sao-na NTS 16 •22 — PG70130 C A.LYNx�u�P.e, PANEL'S RIGHT STILE TYPE PANEL SINOIE INTECUT SINGIE IN(EALOCI( FIXES $TILE LOC%l eE WI HPNULE ASTRq RO%WT ASTSAOAL Op%IN ASIMOAL ASTMDAL WTCORNER pWIRANDIE EMCOMER IXTCORNER IM CORNER E%TCOR hR 60 E%T CORNER 35 @amO INICORNM 36 SKELER TYPES W/HAIAIE W/N DIE WIINAANNDDLLEE WIN4N0'L�E WIHA m REMIMIR —� —ilkXI2 #110 �H�0118 /j —. Mff-1 1 11 p0 Al a M11 XB �44. I GNP% F PP K TR TQ TC TA TV TW NL IIN 8 E P A C C IC SQ SC SA SV SW F I° RR R S S FD FC FV FW rWX p " LOC%$T6E W/HANDLE D M %1 pwpXO PmM W LR BOX 00X DM wl HANDIE P M) PANEL NOTES: 1 1. SEE DP TABLES 13• SHEETS 8-S'FOR PANEL I(-- A" SIZES& DESIGN PRESSURE. LU Y7.,x E Iw%w LEFT INTERIM RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF J_ i-- AsnuGAL T PANEL U STILE fL v�� PANEL STILE ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. U) 'e la�LlO NR'tXXD 3. 80'ASTRAGALS TO USE HEAVY-DUTY STILES A r PANEL'E'SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND U 061)• CORNER RECEIVER(0118) AND EITHER EXTERIOR(#119) OR INTERIOR(il120) CORNER 111 ��w APPLICABLE STILEIASTRAGAL REQUIREMENTS. reluM "m ASTRAGALS. U'7 :."L 1 Rr CI (061) AND CORNER ADOO4.135* ASTRAGALS TO N( 31 ). STILES J W W/IWNOlE tl1 EMCAPNER SILL RISERS OPTIONS. Z a SOLOGI M E%TCORNER Xe W �REDIV�E0. Q.T. CT Q^ S CS /� MR ?3'I � 132` .002' � A92• Y' a � FXDiwoa ,OBY PRODUCTREVISED � ryry 99 No F.t1d. ,.Dfi6' BuDGiN JMIS 2b66 5906' NOq-Nw 17-0420.12 01TCAa6ER XEf W,�� AT AS DF 1.68T �_ 1 uxpImuon Dnm02H712020 If By E%7wSJNER MIS CF ^FLUSRU HSER;LT FLAT ze OMEDNMRISER,FLAT , S[LLi4 ER FLAT MI. a p .0 W SECENER LOWRISE12R, N FECIENER 06 coISNEIL IM �� 1 VT WT VS WS VF WF ,i6p RI .760' F OEgIOR °tea .08Y a W, HANDLE AST' • E.005'ou 1I II...... , 1 eta........ •(�(O VOSILL ' 18 RISER, 101�SP • R1 RIER �% SILL RISER, X OMEDIUM, z6 HIOFyIRISER.BO% Nw 58706 P FLUSH I-JrV OW,2-S7/2'SILL 3-U4' ' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS BA %0C •. K (F'� ;, •��� 1oro2lnwnpprpwve N lsacea� a tiw. PANEL TYPES SS .... JR OC NO (1MNAE57MS SHEET. MI6,> mlrmAUDX d SERIES 770ALUM. SG0-LMIMPACT RJR f07NN � ernE xi'mamx�Xe�m ee� r ® sao-770 HITS 1 17 x 22 x.,pro x. A LYNNmILLEI{PE. P670/30 C P.E166705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) �� f06 FULL PANELJAMB LENGTH TRACK E% FA a TH 14 i5810T-1 5 C3 60 DR fit 60 OR 61 2-TRACK JAMB 10 2-TRACK JAMB C 1 D5— (SHOWN WITH 5 LG7 SEOR W/ RETANER $106 OPERABLE PANEL) FOR FIXED FIX 90 PANEL CLIP (SHOWN WITH FIXED PANEL TO rtrt AIO 103 6 fl 10A 11 709 SEE DETAIL G2 k,--- THE INTERIOR) V 113 FOR FIXED 5 PANEL CLIP 15 5 a TH 2-TRACK JAMB 402-TRACK 61 62 ® JAMB OR 61 5MERIOR -1-L RION f7 R.. CLIP pB0 ORtl106 W/SCREEN V V l/E W/RETAINER 0123 (SHOWN WITH 3-TRACKJAMB 3-TRACK JAMB '-TRACK JAMB SHOWN WITH ( ®FIXEDP (TRACK JAMB ®(SHOWN FIXED EXTERIOR) THE EXTERIOR) R) 63 OPERABLE PANEL) FIXED NEL M'SHO FIXEDP NEL 12 WITH EPA OPERABLE PANEL) 121 SEE DETAIL ON SHEET 15 `7EIIMTO JJ''77� 121 SEEDETNLONSHEET15 EXTERIOR) THE EXTERIOR) THE INTERIOR) THEDTERIO ) 121 SEEDETAILONSHEETI5 ®2-TRACK WSCREEN FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 13. SHEETS B-B FOR DP (PSF) ASSOCIATED WITH STILE. 4-TRACK F FRAME SILL PRODUCT REVISED 05 Ba11 RPyDONgE with the PIo4EO MAX. UNIT No.. .. 17-0420.12 TABLEHEtGHPER TABLES 13 ExPIrcBOn Onb02/17/2020 * . No-56705 ;A :. DETAILSfrig -O�FS''`�DRIDn.: 'GD-WINDOW-LMI S�,O,NAL ,mmE� °1�A' A.LY MILLERI • 2 PGT012B C P.EA W05 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) Ic w` 'v «' ir'IIIIIPI'IIN v EXlER10R, U v � 1/3 103 11B � Fa0 ER LI WTTH STANDARD STILES BBO WITH HEAVY-DUTY STLES CN1B7 22--TRIDE ACK SHOWN EXTERIORBOXASTRAGALSHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR (BOX -IN) 1AX mo© 01W OUTSIDE CORNER Of 2-TRACKSHOWN IG IXTmR 135'INSIDEECCORNER 2-TRACK SHOWN INTERLOCK 5 11 ' ITEM #61 (HEAVY-DUTY T STILE) SHOWN, ITEM p60 (STANDARD STILE)ALSO INSIDE CORNER APPLICABLE, SEE TABLES 690' 2-TRACKSHOWN 1-3, SHEETS 6-9 FOR DP (PSF)ASSOCIATED WFTH STILES. PRODUCT REVISED nn eomplvin9 w tl, th. Fl.Yd. OWItlmp GJ 31 OOK PAR 66107- 11 110a 14a 17-0420.12 4,N� INII-ff- o 17T2020 UCENSP m awvn c rvp sR,wses 7ws sea-er.OF"'^rv'UQL SERIES 770ALUM. SOD-LM IMPACT brM ,p17ppLm� r o �� a.e� 1dv 0.1.YNNYIDFR,PE. JR —1MM4 7umpmwecma sn0flo N75 19 +22 PGTtl130 C P.6.p6seos NOTES: 1) ALL ALUM N UM = 6083-TB 2) ITEMS # 33-39. 66-59. 66, 78. 84-90, 121 8122 ARE NOT USED AND ARE 'PART OF THIS APPROVAL. 3) USE OF #12 OR 013 REQUIRES MIN. #10 SMS OR ZHIV MASONRY ANCHORS @ 24- MAX. O.C. PRODUCTREVISED Bu11EIn0'co9pwi01 too F1.11d. NOA-No. 17-0420.12 Expiration Data 02/17202D DY �.—..._._ Mlaml-DaB n can 1 f1flPlllh//1j f. ........., Q' No. 58705 /BrcTtOrwPLmrDw4•E d.w.F�•`•4rT�� NVExanYl2m PARTS LIST IP194Ya14W ne / �SYONAL EN . cmr.OFAIDNlJRPB] SERIES 770 ALUM. SGD-IM IMPACT /q]]nuu1311� mnwmaeam wrmr' aWw A.LYNNMW R.P.E .vimoaeRy 9t36>IB A7S 20 a 22 PoT0190 C P.EXWO ' .u] &W7 c ,wcxnxDEslnrssllEEr. JR 10M0rf4 Item DwGT# PDT# DaaeripODn 1 ti908 1]300 2- HEAD 2 1]303 B113W 2-7RAfX HEg0 VmH &GREEN PAL 3 1T3W 0173W }TFACK HEAD 4 1731E � Bt]31E 4-IPAIX MEAD 5 17714 B1]31d FTUME SCREW WVm 0 1]3R ,0113f] FMLIE HEAR/OVAB AOPON ' ] R301 B1TA4 2-TMq(SBL e fi301 an3ot x-mqucsuwnn acaEFa1 RAIL 9 1T37 81T9m }]PADK eLLL 10 iTY10 817310 4TIN0C S01 it R313 01T313 FPTWESLLTPAD(WSERT 12 1T315 817315 FRAMESLL 6CREm ADDON (6EENDlE 3) 13 1]910 81i310 RVWE 6p1 SCREEN m0A0DON (SEE NDIE 3) 11 iT305 BI7305 2-TIIACK JMIB t5 1T3D2 BI]3@ Z-TRACK JPA18 WIm BCREExp/1L 10 1TlOB B03W 10UCKJAAIB 17 1fl11 5I7311 4-THACK.NNo 10 1]3?2 B1TYY2 6LLRl6m-FIAT, FLUSH, i-12• 19 1]31Y 01]31B BLLRBm-BOX FLUSH, 1-iR A 1]321 01%321 6LLRtlm-FIAT, LOW, 2-1/2' 21 11918 0131E 6LLREm-BO%IDW, 2-VY F2 17355 817355 6LL RISm-FIAT,MmMY, }iM' 1] 1]351 81mW HLL RL4FA-BOK MEDDM, }V4' 21 1132] OIm2f sum99t-FLAT 11R311, 4• 25 1]3E0 O1mE0 6LL REM -BOX HIGH, 1• 28 1730 BI]GD P000:T P4100K 11 rom 81e79 NEOPRENE BULB WHIP FOR P410OK 20 I7331 BIT334 POmtETPNOOKMWM RB 1T335 617335 P4100KCOYm 30 11318 B11]40 POCItE/Pil00K FOR BDXR6ER 31 1TID0 81T3]0 135 NIWER 32 17378 BUDO 136 F11FL MOUNT IIEY61083 ARE SOEEEN PgRi: 40 1318 81E25B BCPE@/6DE PgL•LOCKSRE 41 YLOCILWGHK SCREEN LOCKSEI 12 /1010 BmiEm NEFPm SPACER SET IJ 8f& 00162 SCREEN BNERWQ(AOAPIm M IIEB 811E8 SOIEEN WUBIE RIFAIOCK 45 4311 81125E BQtFYN'RIP RqL 40 4318 OIYl51 6CAEm 80T10M PAL 17 BW ]SPFZ BTANDPRDRDNER IB BBB RRW( 6TANOARpftOLLER-67.67E dB I3M BIN/ &GREEN ASIRA(W. 60 11319 817340 ORI6OAEETI ASIIIAOALAQAPIEP BI 789E BIB92 SCREEN 6PLME-.186' 52 10W BIeB4 SCREEN SPLB4E-.150' 53 B101BCl0 SCAEm CLOTH 51 f78 1?%4•%1l18.8EF, BLOCK, NEOPRENE 85 +/d fib 1T28 1•%4'XV18•SET. BLOCK, NEOPPFNE es+/S Item Uw6 � POTIF DeeedPOan BD 17375 81T3E5 PANEL GIBE Bf 1T32e 0113EB PANEL 9TlE (HEAVY OIftY) et 1132T OfT327 R7ERL000ADAP70R W 195 eIP218 VNYLBUIB WSIP.-7HR tPISDE PRERWTJ() BI t]2B ]17E8 SLLEND WEAMEp61RP PAo 04 Im2B 81132E HImLOCK &CREW COVER er U329 017329 g51RACJU. 00 f]AQ BiD39 IEAW OUIY %IRgGAI 80 IT321 011324 TOP880TWM RAL 70 1]350 177350 YEATHER5IRN EXIENSON P`LECION MOWED) ]t 1B95 ]1809 f-iPC %1'X3,4'HON FR SEAL W6f PLU0S 72 HIS7 TS163X pEM1I eT. 61L ROLLER PSSY. m 8181 ]81G1N TANDEM NYLON ROLLER ASSY. ]4 SUCWE WWA9A WW41960R GE-GE l5 n185 TB1B5X Df11RIMOR110E 3PLY WAL WCK WAANO iftW PLATE 10 ]1W2DFPF1( 81032 %1'Ti s86OLEW W/TYPE'F•TP rr rto327s 18a2 sIEELzu+c uxW )B I]35T B1]TS/ 1'b BEAD BO 1T3W 817359 Tne•BFAO/FDEO PPNEI. CLP ' 81' 17300 BIT300 NIB'BEAD W 1P29 81P21]K VINYL BULB WFATNFlE61RlP B3 81T15 1id3 184VE NC,V?%I/f0'GGL BDE AOIL TAPE, PULYEM. 1W [6Y1 9B652 ROLLER PDI HDIEPWB ' 101 7TEB1 JVAO BUMPER ' 1W 1098 T109e WfiTPWO 1W B18B iB100X 1'NEEPER 109 B59 TBOKEEP BCIIEEN LOCK NFEPEft f05 1731d Ot]9M FBEO PANEL0.IP-B•LONp 100 f1352 BU352 FOF-p PANELRETgNER-Y10' mT 1T39 T1]]9 HANDLE KR-NIEROR MI9E0 WIM1HUN0 TMW 1e0 1]d0 11710 INNOLE KR- RgBED E%IEflIOR HANLLE iB9 1%3t iBIfiESN HANDLE KR-PECEs5E0 NTFADR WRH TRlMBIUPN I10 1132 T8179 IWNDIE KG-RECE65ED E3QERMR WIL 111 T10X11PP80N(Yf0X3M•PN:PKTEK•9.6. 1/2 1239 m81B Wa'IP, .2]OX.IIO-FM SEAL 113 ti12 81088 .10'X210'FNSEAL 111 110%115PP% U0X1-1PY n6 n111PPr n9xf• 110 T2BT]% Y1430 %1'a.8. 11T ]20)312X Yf420X 1-1Y2'6.6. ' 11B 11330 BlT]]B 900EOflEE O]RNERRECENER 11Y 11331 Otm3] 90 L1ElV1EE OtimDE WRNm A47RAGAL 120 113]e B1f]WB BOOEGREE W80E GOPHER ASIMOAL 1E3 1]392 Bll]52 Fl)ED PANEL RE]ANER ]18" 5.069' 8.662• 0.080' 1.211' 1.505° 0.081' O2-TRACKHEAD 1a q-TRACK SILL (6083-T6 AL) (aos3-re Ay :1iLY1 ��u uu uu u�1" 0.081° O2 &TRATBCKHEADAL) W/SCREEN TRACK (8083- p p p 052p6- .5-p-y II II II 1 II'eeD" O9 &TRACK SILL (8083-TB AL) 7.105' 8.221' 0.080- 1.211- 1.605- 0.081- O3-TRACK HEAD Oe 2-TRACK SILL W/SCREENTRACK (6083-TEAL) (8083-TB AL) 9.142- - 4.49' 0.080' 1 211• 1.505- 0.081' 4-TRACK HEADO(6063-T6AL) O2Ty ff 1.260- OFRAME HEADIJAMB SCREEN ADD-ON (6063-T6-T6 AL) SEE SHEET 17 FOR SILL RISERS, 0.062. 0.632" .616. 12 F /AME SILL SCREEN A00 ON (6083-TBAL) REOUIRES MIN.610 SMS OR 3/16' MASONRY ANCHORS @ 24- MAX O.C. I .01060, 0.780' 1.890' 44 FRAME SILL SCREEN 13 END ADD -ON (8083 TB AL) REQUIRES MIN. 410 SMS OR 3/16' MASONRY ANCHORS ® 24-MAX O.C. 2-TRACK JAMB W/ 16 SCREEN TRACK (6063•TBAL) 16 (-TRACK JAMB (8003•T6 AL) 1.872° 0.082' 1.019° 0.081• SCREEN I 40 STILE (6(63-T6 AL) 5.069- - 1.m. 1., COST 14 2--TRACK JA 46 SCREEN (6063-TB AL)MB TOP RAIL (6063-TBAL) 17 4-TRACK JAMB (60W-T6 AL) rO.675° 1.993' )_ 0.062 SCREEN 46 BOTTOM RAIL (6063-TB AL) PRODUCT REVISED e uema'&8"ImmeFWd. xaq-xe. 17-0420.12 ME * J No.58705 cmr.arwrxesomo j(-( SERIES 77O_ALUM_SOD-LM IMPACT JA oaw6n> c An a14N0es rxrsBrrffl. "_ JR 1004 _ `ate BaP»o NTS 21 + 22 P0T0130 C A L NE-0 Fa 0.718- 3.802' �- 23�° 0.752• 3.802' 0.762' SILL -- 0.082' 0.574' 0.708' 1.iB3° 0.885° 0.264• JJJ 0.080• e.66r 1 0A76• o.z33• o.o6r { e SCREW COVER 17 TRACK OP -HOOK 26 P-HOOK MOUNTING P-HOOK SCREW (0003-TB AL) (6063-TB AL (8063-TB AL) aoAPTDR 3B t(6 -T6FOR BOX RISER (8063-TO AL) (8083-T6 AL) OOBO' (6063-TO AL) 155 4' 2.30' 1A8B° 0.080' 1.739' -y 0.830• 0.06Y 600 0.133' 1.1.800 0.062 1.303• .080" 1.870• 1.886' 1.974^ I ""Z5. 244' 3.125' F.- 3.126' 0.062' 31 13WCORNER 0136• FIXED MOUNT OSTANDARD STILE B1 HEAVY DUTY STILE e] IO K<ERLOCK N E LOO (8063-T6 AL) (6063-T6 AL) (8083-TB AL) (8063-TB AL) ADAPTER 85 SCREW COVER (6083-T6 AL) (6003-T6 AL) 3.979- 0.076' r 1.845° 0.126� ei STANDARDASTRAGAL (WB6 TO AL) 0281- -+I 1- O HEAVY DUTI'ASTRAGAL (6063-T6 AL) 1.003. D.75 J N D 6.D50. 10 FOLD PANEL cuP S. (6063-T6 AL) +10.6631-.- ' 0.709° 123 FIXED PANEL ORETAINER, 0.060° CIE+- 7/8' (6063-TB AL) FIXED PANEL . i0e RETAINER. 9116. (6003d8AL) 2 893' 11B 90-CORNER RECEIVER (6063-Te AL) 4.126- I.-^I I-^ 585" -- 1.060. F O.O6Y 304" JIJI 1 .289' °045' 325' L .045' �- 63 TOP/BOTTOM RAIL iB GLAZING 07116-GLAZING 81 9/16•GLAZfNG (6063-TEAL) BEAD I.O. BEAD. FO(ED BEAD PRODUCT REVISED (6063-TEAL) PANEL CLIP 6063--TEAL • PI m wiu uo pmaau e083-T6 AL ( ) emia'm9 rTn� ( ) NOA-No. 97-0420A2 �-y e.pim6on o`om �02-�11772-02a 4 6.621° af)Ma Nm MF ..WF Lezame 0.133° P II I7.498^ 11 0.133• 6.821' 4' 1&1 90° INSIDE CORNER ASTRAGAL ? CORNER STRAGAL (fi063-TS AL) S0 7i0 1 NTS 122 • 22 * Nn W705 '