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HomeMy WebLinkAboutNOAr` SCANNED BY St. Lucie County M IAM I•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 describe I with the Florida Building Code, including the Hi ocity Hurricane Zane,- "SGD-770" Aluminum Sliding Glass Door w / 90* & 135° corne�s — L.M.I. APPROVAL DOCPIl�rattingNo RGT0130, +++1Pd_ �erirc 77n Al m c iM 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 Product Control Revision stamp with the Notice of Accept number and expiration date by the Miami -Dade Coun ct Control Section. MISSILE IMP CT RATING: Large and Small Missile Impact Resistant LABELING: Eac it shall bear a permanent label with the manufacturer's a or logo, city, state, model/series, and following statement: iami—Daa e ounty ro uct 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 NOAH 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. 42B i2_1� Expiration Date: February 17, 2020 9 IYr+� ernYal Date• September 25 2017 // Page I r! PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM impact", sheets I 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 06120116, 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 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, 17L-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 tinder NOANo. 09-0826.10) 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 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 NDA No. I5-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h 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 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasm (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-6" 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 04/18117, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No.16-0152 dated 03/09/16 approved by PER. 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. lr Jorge M. Plasencia, P.E. P,,rbZduet 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 & 9001135a CORNERS GENERAL NOTES 7 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 ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, AGO. 3) ANCHORAGE: THE 33-1/3% STRESS )NCREASE 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 OFTHE 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: ELCO 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, FTL6993, FTL-6001, 1`111-6014, FTL6015, FTL.6017, FTL6022, FR,-6023. FTL6024, FTL-6025, FFL6028, FTL6031, FTL6033, FTL6036 AND FTL-7554 TABLEB SEE DE TAILS ON SHEETS 4 & 5 Glow ype DewrlPSvn (Mated from Scenario labeled N 7I10' Lanlnaled:(2)L6ee v1 VIV HE V4'HSGIeae h.OW'WByagemYa MIT LIDnkele2: )Lies DH/4'HS Gkpe xVh.OBT PVT bdvdaYer D4 R) L9m.IM4- HS NWImnImNL oss.awe.aget'sGHbdryv M16'rasteel1 :(Dl2m Exsan He Moss. SSO WMv7a Air Same ♦ Saw796F lamhNletl; Um afM1T HE GHu wM.080' PVB Air 1.0.: 9f16 Txbutor to GSA V Undwkd p+ arlW ownery 1'lamteletl LO.: VCTEalvtlor Gp+M1TNr SD¢e•]fiTla,Nnelel;(2)UmafM1TH9 (peas wM.090' PV0DNe0rya GB 1' Iamb,aled Srep T Cap HS Glass%JU.090'SGkdatlayer Spaeee711T Lemlwted: 121 Last GSA aVIV PLamHnletlLG:1l4'TEAletlor Cep♦MiT Nr SpeeeeTfiT Lembaled; T4 LNea aTMtT HS Glass wIN.090'SO kledeyv III: talon VIVMr G] )11T laMreletl:(2)L9m e19MTANN OIaee xllh.000'SG WadaYor GTA ONT LOMnatetl:(2)LLea o1114'ANJ GIm•M0,.090'90lmedayar GB 1'Lvnho:ed lQ:Mf6'TFaledar Wpe9R'AhSPe<e+ifiT lantlnakd; 03 Dlae pT3'1T ANL GIe••wkh A9T 9G Wahyea COA Plamholed LG.:1f4'TOlcdorCA+EHTAIr9W<p+>MY lamWleC R)LNea N11S AML GIeve xiN.09tl'BG DiwleYer 'INN`=ANNEALED 'HY-HEAT STRENG ENED T=TEMPERED •J,YB.-.E90'WOSWOLO PVB BY HURARAYAME ICA INC. •SG• =.DBD° S EMRYGLAS®BY NURARAY AMEPIG, HNC OESIGNPRESSURERATING I IMFAGT RATING SEE TABLES I.263 ON I RATED FOR LARGE B SMALL SHEETS6,780 1 MISSILEIMPACTRESISTANCE CODES/STANOARDSUSED: •201] FLORIDA BUILDING CODE FEICA SAN EDITION •201d FLOIiIDA BUIl01NG CODE SFOOL 51H EDITION •ASTME130009 •ANSVAFSPA NDS4015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, AOM4015 •AISI S10D12 •AISCS&DIO � arnva] c uPDAtm roFBC201>, REVISED TABS GENERAL NOTES .. ........... 1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4.5 ANCHORAGE .....................6.14 DESIGN PRESSURES....... 6-8 INSTALL DETAILS..............12-14 ELEVATIONS ..................... 16.16 PANEL! SILL TYPES......... 17 CROSS SECTIONS............ 18,19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21.22 (F16190.16M CERC OFAUMaIN2aB Anchor Group type Frame Member Member Biomass,Monsanto Wn.Ed9e Mfn.O.G Doespe, Wa' Fmbeduarlar, Metal ToeMem A 01T I" SMS, fi-60kai, F, 96 kid) 0121loss SMS, IFS NIRA Fee110 ke6 All AllMosteel Soubem Pine (SG a MSS) 9/16" 71V 1-MS' Aluminum MT 9/18' 01090" MT MI6' 0.050• Or. 03 Steel Blue a-0 MIT 0.045•(1 B Go) Itr Elea A991e6atpNe F,a57 kill, F.uSS all NI Conamb eon 22Ju 1-IM 3" 148' Jhnb/P4wok Fuled Block (ASW me r W r Jamb/P4,ovk 11dtrw Bhet 91M C90 2' 3' 1-11Y NI Seumem PNe 5. Ge0.55 1' 1' 14'T B i12 SNeISM3 (Gr.6) (min. aft) lhmade heyon0 melsleabelmle) All0003-19 em PNe(SO.0.55) IN1B- ]IB' JIB' AluminumVo-" A3681ee1 WITovier MIT o0OSsTw C Gr, 3381eel Slutl MS' MIT C tld•Eke UlheCou9 All Concrete 9Nn.2.e9 hell 1• 4• _LEIEL1=8GilL 1-W8`B' Jemb/Pamk HoOvw Bledt O\8Th1 (8c) 1' fi' I-Vd' IW Eke UhaLm/9 F7- ISS kill, FacI al Lancmte Mm 2.35 keN 2-12' 4 I NW JUMIPlwah Bkok 1MC9D JvnalP.y as Holow Bbck A6]MO 1-1p' 6' 1-114' D INVf096 she CroNFkM® F� 121.4 kel, F. iB9.]kal Head/SIN Concmlo In.3.95 ka1 1' 4' Jpnb/Ptak Concreb In.395 ke1 1' B' tJl4• Jamb/P4Kak Hollow Block SIL9 L90 2d@" B' 1-1/4' All SONMem Fire ISOe OEM 1' 1' 1-LB` 1) WHERE SUBSTM�ECOROMUNS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS MOW. CHOOSE THE ANCHOR GROW OF WE LOWEST LETTER FOR ALLTABLES IN THIS APPROVAL 2)ALL ANCHOR HFADTYPES ARE APPLICABLE 3) FOR STEEL STUDS, MIN, FU=45 MO. MIN FY=33 On. 4) FULLED BLOCK VALUES MAYALSO BE USED IN HOLLOW BLOCKAPPpGTIONS. 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SOWWF A MINIMUM OF 3 THi ADG EXTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 11 FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHOE PRODUCT REVISED 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN i-i/r THICK. a plying with me Florida as PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS code 17-0420.12 INSTALLED -DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NDA-No. DEPICTED AS 2X ARE 1-1/7THICK OR GREATER. IX AND MUCKS ExptrxOan Dnfo02/1712020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER By -e LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Miami- re u., contap THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO 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. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT, MAX-1/4' THICK &=0 PSI MIN, (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL T)IAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30B FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. '. SGD - LM IMPACT u.+aw ! a 22 1 PGTO130 No. 68708 EXAMPLE CONFIGURATIONS UNITW DTH MAX. PANEL WIDTH MOM. PANEL WIDTH PER TABLES "3 A 1 G I MAX. UNIT HEIGHT I.'. PE i R TABLES 7;3 / ;ale vacxEr ; NOM. I PE MAN HE PERTA MAX. UNIT WIDTH MOM. PANEL WIDTH PERTABLES 1-3 MAX. UNIT v-•v + //a { / HEIGHT / PERTABLESI-3 I mr •' � ®� eant•L 1iFm'7 �� ��® m iL•J A. PANEL WIDTH PER TABLES 1-3 o>a MAX. UNIT HEIGHT PER BLEB 1-3 1 3-PANEL CONFIGURATIONS 1 MAX. UNIT WIDTH NOM.PANELWIDTH A PER TABLES 1-3 ig 9 1B iB MAJ UNIT1 1 is tg / HEIGHT s tB PER TABLES I-3 / 5-PANEL CONFIGURATIONS (8N)0e 1= C RT..o AUM.ta d CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB - LOCATIONS USING DETAIL"JW"Jc"°KW"OR"Ke INSTALLA170N. EXAMPLE: 4-PANEL)OW IN POCKET (p) CONFIGURATION CAN BE PXXX%p, pXXXX OR XXXXP, OXXX IN POCKET CONFIGURATION CAN BE OMp. 2)BO°&735°CORNER CONFIGURATIONS CAN BE COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 7,1 Ix ino 3)FORNOM. PANELWIDTH, SEETABLES 1-3, ad k'$ •X"= OPERABLE PANEL, •O•=INOPERINOPERABLE PANEL, P�rcEi j •p"=POCKET DETAIL LETTER �r 4f=WOOD METAL NSTALINSTALLATION 'c•=CONCRETE INSTALLATION ET �SHEETNUMBER MAX. UNIT WIDTH DLOWIDTH= NOM.PANEL WIDTH DLO HEIGHT = DOOR UNIT HEIGHT-10.125' NEL HEIGHT =DOOR UNIT HEIGHT-LB68" / 1 4-PANEL CONFIGURATIONS s 1 MAX'tlN WIDTH , NOM. PANEL WIDTH i�3 PER TABLES I MAX. UNIT to HEIGHT PER 3 TABLES 1-3 ._ vocxer CORNER TYP.' (OUTSIDE CORNER SHOWN, Nis sG m ; NTS 1 2 + 22 ; PGTO130 PRODUCT REVISED PIYIn9 wilh th Pladdtl Bulltllag Pee. .A-xe. 17-0420.12 EaPIMtlon pate 02117/2020 `' ���t1CFJISF'2,t. No. 53705 '�O • `uB I l �. s...... 01;,.••� 11OA)A i EN. A. LYMI MLL RP.E. P,ES WO EXAMPLE CONFIGURATIONS MAX TESTED UNIT WIDTH = 355-7116" @ 88- HEIGHT 300-114" ®120" HEIGHT NOM. PANEL WIDTH PER TABLES 13 HEIGHT. 1 -f3J LJ is " 9 88" OR 120' / 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH 13 1 s PER TABLES 13 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "JW, •Jc", "Kw" OR "Kc' INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pX)= OR )O=P. OXXX IN POCKET CONFIGURATION CAN BE O)MV. c 1 2)90•&135'CORNER CONFIGURATIONS CAN BE ACOMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. j m 3)FOR NOM. PANEL WIDTH, SEE TABLES I3. 'X'= rocxer 1 '' OPERABLE PANEL, '0'= INOPERABLE PANEL, m m m m m II +a MAX. UNIT HEIGHT .pia Ll PER TABLES 1-3 7-PANEL CONFIGURATIONS MAX.UNITWIDTH — NOM. PANEL WIDTH PER TABLES 1-3 ATT HEIGHT PERBL S1-3 1 (IRr.OFAUIN If&LO 'p•=POCKET 1s 3 DETAIL LETTER / .W-WOOD ORMETAL INSTALLATION ® 'c =CONCRETE INSTALLATION }---SHEET NUMBER DLO WIDTH= NOM. PANEL WIDTH 1 WIDHEIGHT 1 1 OLD =DOOR UNIT HT-10.725' PANEL HEIGHT -DOOR UNIT HEIGHT - 1.866' PRODUCTREVISED Bncomplying o ge lY��GoEwith the Florida R ildins 17.0420.12 SFt j E wool 8 I1�� rower .`.t�•�...•.::: •. * : NO, S8705 i ERIES 770ALUM. SGD-LM IMPACT 'rZI'l sp117o NTS 3 • 22 PGTD130 C P.ERS!705 7/16" NOM. 3/16- HIS GLASS- .090 PVB- 3/16HS GLASS- 82 1"H^f_ GLASS BITE 9/16' NOM. 114" HS GLASS .090" PVB 1/4' HS GLASS- �' 7/16-NOM. 311W HE GLASS- .09D" SG_ 3/18" HS GLASS — BP III( E%TERIOR II a II 1/4' HS GLASS SITE 1' NOM. 3116' HS 09t 3/16- HE 318' AIR S 3/16" T GLAI 1241x7K/4NOE%TERIOR a70 1" LAMINATED I.G. GLASS TYPE G5 i' NCI 3/16" HS GLASS 090" PVB 3/16' HS GLASS 5/16-AIR SPACE 74 1/4' T-GLASS PRODUCT REVISED as complying with tho Florida Banks, Coda 17.0420 12 314" NOM, 314' NOM. NCA-Ho. E%TERwR GLASS E%rERlOo GLASS ,s4- 3GLASS . 1E7 GLASS Expiration Oafo 02/77/2020 a SITE a BITE .. E%TERro BRE Miam- a mduet Control d, d, a 9 54 59 55 9/16" LAMINATED GLASS TYPE 33A 9/16" LAMINATED GLASS, TYPE 34A 1" LAMINATED I.G. GLASS, TYPE 35A II .Nt NY LYNN '', . O GLAZING NOTES: �YF ;' No. so70$ '•P 'ANN" = ANNEALED = *_ 'HS'=HEAT STRENGTHENED SEESHEET 15 FOR SPACER DETAILS. =7�.1 8- 'T'=TEMPERED °PVB"=09D'TROSIFOL® PVB BY KURARAY AMERICA, INC. °SG- =.090" SENTRYGLAS®BY KURARAY AMERICA, INC. tmd 7EcwmeddrenanE x.�iam CERi. KAN7N.Api3F4 zmmmr,wm a.GLAw. ZING DETAILS I 'D'p'• 97A 0 '. (CS'•.�/ORiOP,%���: ALYNry MILiFfi. P.E. P.Ez stI ® _ SERIES 770 ALUM. SGD—LM IMPACT m" o4vsH7 C NO CHANGES THISSHEEL �" sC677a NTS °mot 4 e 22 PGTO139 C m ,rtt 1d14/f9 1' NOM. 7116' NOM. 1' NOM. 3116- HIS GLASS 3/16' ANN GLASS 311W ANN GLASS SG .090' SG .090' 3/16- ANN GLAB3/e'AIRSPACE 31i6' HS GLASS 74 3/16'ANN 3/8'Aift SPACE 743116" T GLASS 82 3116- T GLASS 03 3/4'NOM. OR &C2S u4-u7 3cLAS'BBB lzatn E% ERIORBITEOf.ERIOR50Y s 1" LAMINATED I.G. GLASS TYPE 36 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 L 5/16'AIRSPAGES'f \ \\ I74 1/44ANN GLA55--NE - i4 5/16-AIRSPACES-� 1' " - '•' PRODUCT REVISED plying w11M1 !M1a FI"ritlo E3 BuildiNOA- . Catlo 3!4°NOM. NaA-xe, 17-0420.12 314'NOM. EXtER10R R3/4'NOM. GLASS TGLASS 12p 127 GLASS Et�pirauon U/ate]02/17�M020 SITE BITE BITE By / � t EXTERIOR EXTERIOR at 9 a g 34 55 1" LAMINATED I.G. GLASS TYPE GISA 9/16" LAMINATED GLASS, TYPE 37A 1"LAMINATED I.G. GLASS TYPE G8A GLAZING NOTES: 'ANN'-ANNEALED 'HS' = HEAT STRENGTHENED 'T'=TEMPERED 'PVB'=.090' TROSIFOP PVB BY KURARAY AMERICA, INC. 'SG'=.090' SENTRYGLAEPBY KURARAY AMERICA, INC. IERT.Oi'AUfYL/%9HB po-mwwoxn ,""ri�osxre�x' o SEE F. SGD - LM IMPACT 6 + 22 PGT0f30 * ; Na. 50706 -D: �'�FSS'• ��RIOP,: 'G� '�r ��MALtENt� A. LYNN IA¢ KRE PF um Design Pressure (DP) and Anchor Quantities Required, (for all approved ccnfigumllons on Sheets 2 & 3) Fmcamerastragal anchorageon 80'Or135- comernot..see.heel ll Maximum DP for all sizes: +601.60 psf (May be Ilrcaed b/ Table 1A) Table epplles to Glace Types 3, 0A, 5, 5A, 7. 7A. 8 & SA and Door Unit Height 80" 8&718° OL0 737/B" DLO 79-71W DLO &SdfB' OLO the SUlerAstngal TyPes Shown below Anchor Gmup Anchor Omup Anchor Gmup Anchor Gmup A a C D A a I C I D A I B C I D A I 6 I C D HeaNSJI C4N U+1 U+1 UN UN U+1 C4 CA+i +1 11 U+1 co+1 "411 Gat I U+1 U+1 a0 Jamb 8 B 8F22 B 8 e B e B 8 e d p4u 8+7 B+7BH8 7+8 7+8 7+8 ]+8 7+8 7+8 7+8 7+6 7+HaN8g1 C1+1 U+1 U+1N UN U+1 U+1 CA+1 Ce+1 U+1 30•�O Jamb 0 B 8 6 B 8 6 8 6 8 8 a 8+] Bq 8+7B 7+8 7+8 HB 7+8 7+B 1+e 7+B 7+8 T+BMontreal U+1 U+1 UN+1 CIO U+1 U+1 U+iN UN t U+1 UN C4+1 O Jamb 8 B e8 8 8 B B 6 8 8 a a n D Rlwak B+T BN B+T+8 ]+B ]+B 7+8 ]+8 N8 T+8 7+8 ]+e ]+8 Headisal UN C4+1 C4+11+1 U+1 U+1 CAN CA+1 U+1 C4+1 UN C4+1 CA+1 USG Jen4e 8 a BB a B a B a B a a8 P-hook B+T BNBeT+8 7+8 7+0 T+e T+8 ]+B ]+e NB 7+8 ]+8 Head/SIII U+1 CN2 U+2+2 U+2 U+2 U+2 U+2 U+2 G+2 2 U+2 C4+2 G+2 41- Jamb 8 B S B 8 B B a a 8 8 e 10 8 a a DLO P4ux,k e-7 1 B+] 1 8+] I BN I 7+8 RB I ]+B 7t8 '7+8 7+8 7+0 7+8 1 7+8 1 NB 1 7+8 1 7+8 FOR EXAMPLE ON USING TABLE. Stt bMt 16. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OFTHE 3-1/4' SILL. 2) WHEN USING THE 2-111 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'.3.1/4" AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1.117 SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 15 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. Sill Height to Max. (+) DP (Water Invaution Fatin9) Bill Now Height (4) Design (Flat or BOX, see Pmssora psi Sheet 17) Flush-1-12" See note LOW-2-1/2" +46.61 Medium-&V4" +60.0 High-4" +60.0 SEE NOTES 1-3 OH LENGTH OH RATIO 21 OH RATIO = OH LENGTH OH HEIGHT DLO WIDTH= NOM. PANEL WIDTH -7' DLO HEIGHT= PRODUCT REVISED DOOR UNIT HEIGHT -10.125" a p1 ie9withthe IrWid. 9olhim, knee NOA-No. 17-D420.12 PANEL HEIGHT = DOOR UNIT HEIGHT -1.6B8" axPlnBoabato02/17/2020 Interlock P-hook locYSDle@Jamb Straight Astragal Assembly LOcksUle@ Staight Astragal Assemb 1Pa90-mungal tie@ 90-Astragal 13V Astragal Assembly unciotile@ 115-Astragal Standard Stilns Standard sale Standard Shce Standard SUle Standard Stile Heavy-0uty5tile Heavyduty Stile Heavyduty Stile Heavyduty5tlle Standard Astragal `''I� Outside Ou61de Comer Corner Iasi e Lorne 0orner Corner Insideide Cnmer'11 PdrtgBB x2) ( Part 95D Partp60 Part q60 (Stile) Par[ p67 (Astragal) part A60 Part h119((Clomet k.,:0 r) Part a119 (Out) Partp120 (InJ parrts 831(&U32. (Corn.&Fxd Mount) Partg61 sGDu 7a I NTS 1 0 - 22 1 PGT0130 xtqu ul ul/7j s el��•' UGENSF'�aC�� 1} : No. 68705 'A n� i dC TABLE 2: Design Pressure DP) and Anchor quantities Required, a0ons on sheets 2&3) (for all approved epees Maximum OPfor all sizes: +60/£0 -or 11 Farcomes aslmgel eueoreAe on BO• or 1J5' comer volts, tee Meet 11 Qaay as kmlle4 by be RA) mor M1 Wert Table to Glass Type 4, 4A, 00 M` w 108" 14• 11 applies 6A. 7, )A. B a Measles, 69816" 0 0 ]0d1ar O wo B - la` DL0 6 • 0 LO BT-L LO 1o1T16' DLO 04iIB• DLO SaWMne 6, al Types eh. Islam. na" Comes a or aB Gmu Anckor Gmup ncael emus of ha oup Au er mup A hs'Gmup Ping' Gmu A B C ❑ —A—] C 0 A B C D A B C D A 0 C D A B C D A B C D A B C D e 9 U+ GN fAN C1+1 U+i G+1 U+ Gal UN + G+1 G+ a G+1 at G+1 G+1 N +1 U+1 OD1 O1+1 G+1 G+1 G+1 04a G+1 U+1 G+1 G+1 + G+1 Jemb B B B 0 0 8 8 B 0 B B B B e B 0 10 to 10 to to 10 10 fo 10 10 10 10 10 10 10 10 24` DL0 6H a+) 6q 0+1 ]+B Ae H0 i+B ]+0 h0 ]+0 IaB J+8 1+0 i+a Ja0 &B A+B &9 8+B B+B &B B+B 0+8 8+10 9r10 BNO 9+10 9N0 BNO BNO 9+10 Pleok MeoN801 G+1 G+I Gat GN GM GN GN GN GN N. GN G+1 G+1 U+1 UN GN GN UN G+1 GN UN GN GH GN GN GN G+1 G+1 UH UN GN U+1 OLO Jdmb B 6 B- 8 0 B 8 -8 8 a 6 8 0 8 0 8 10 10 10 10 10 10 10 10 10 10 -6; —a 10 10 10 10 10 10 3P ew 6+] 9 0+7 T+8 AB 1+8 7+0 T+B NB T+B NB T+B hB p•8 )+0 BaB 0+9 0+9 0+B &a BaB &a B+B 8+10 D+10 B+1D B•10 &ID 8+10 BNO PMok HemlSill FAN G+1 G+1 G+1 GN GH Gal C1+1 GN G•1 NO G+1 U+1 U+1 UN G+1 G+1 GN G+1 CA+1 C1+1 G+1 Gal C1N .+ GN GN Gel Gat G+1 GIN Gat Jemb 8 B 8 8 B B 8 B B B B e B 8 B 6 1D t0 10 10 to 10 10 10 10 10 10 10 10 10 W 10 DB- U BaT ]+e ]+B A0 ]+B hB ]+0 ]+B i+8 AB AB i+9 ]+e B+9 0+B e.g &9 e+B 6+8 8+8 B+B 9+10 0+10 BNo B•1D BNO BNO BNo W10 P4ovk B+] 0H ey U+1 GH G+1 U+1 G+1 U+1 CC+1 U+1 G1+1 O1+1 UN G1at UN G+1 Ual U+t CA GN GN C4+1 GN GH GN Gal CSN C5+1 GN G+1 s Hesalbl1 GN C4+1 GN GN 8 8 B B 0 0 0 0 f0 1D 10 10 10 10 10 10 10 ID 10 10 12 10 10 10 n 12 pL0 Jemb B 0 0 0 B e B B T+0 Ts8 h0 AB AB 7+B T+11 HB 0+B B+B B+B &B B+B &e 0+B a+e W10 Ba10 a+la B•10 BNO 0+10 eN0 B•10 P_book b+T GaT Bd G+3 6+7 G+3 6+J G+2 ]aB U+2 T+e G+2 J+8 G+2 7+0 G+R fMR G+2 Gat U+R U+2 U+2 G+2 G+T GaR G+2 G+3 Ga3 CB•2 rs+3 G+2 G+2 G+R C5+2 C5+2 CB+2 CS+R U+2 fM+R CS# Mea41801 0 B B B 0 8 B B B 0 0 10 8 e 0 ID 10 10 AlB+ 10 10 10 12 f0 10 1a 12 10 10 10 z pL0 Jamb P_book B eN BN B+T e+T HB TaB ]+B NB ]+0 NB )+0 NB 7-6 T+0 T+8 )+8 0+9 B+8 6+9 0+8 B+B gab 8+B 9af0 BNO ONO eN0 Bp0 e+10 8+10 B+10 tk&5111 GN2 G+2 G+2 G•2 G+3 1 G•2 G•2 G+2 G+2 G+2 G+2 G+2 G+R G•2 CN2 64• a0 Jamb 0 0 8 B 8 8 8 8 10 B B 8 f0 a B 8 Not available in these sizes P_book Bq 6N all B+i AB i+0 h0 i+B h8 i+B ]+6 7+g 7- i+0 AB 7+B HeadSBl C1+2 U+2 G+T G+2 G+2 U+T G+3 G+2 C4+2 U+T G+2 G+2 G+2 G+2 G+T G✓2 60' 0.0 - - Jemb 0 B 8 0 6 8 8 0 10 0 B e to 8 0 e P-twk Bq BN 8N WT PB T+0 ]+6 NB 1+8 ]a0 T+8 T+B J+e ]+0 T+e J+0 NOTES 1) POSITIVE PRESSURES IN TABLE 2 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 3-11W SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER OP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED} SEE TABLE 2A. 3) 4, 3-114• AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REOU IRED. 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 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. SIII Height to Max. (+) DP (Water Inalhellon Rating) SIII Riser Holght I-) Design (Flat or Box, see Pressure, ps/ Sheet 17) Flush-7-11Y see not-3 Low-240 +48.6T Metlium-b1J4' Halt -4• SEE NOTES 1.3 ON LENGTH ON RATIO zt OH RATIO = OH LENGTH OH HEIGHT aR A 10 Fl1R ACCFRARI V ❑FTAII C. p,g......... •, Straight Astragal ___ _..__. _ _. __. Lockstile@ _....._. _.__. 90'Astmgel _._.._ - _ 1pck 135'Astragal Lockstlle@ Interlock P4toek LOckstile@Jamb Assembly Straight Astragal Assembly 9D'AshagaI ga Assembly 135•Anragal Heavy-duty Stiles Heavyduly5tlle HeaWduty Stile I Heald-duN SUle Heavyduty5Ne Heavy-duty Stile He.W-duty5Ule Heavy -duly Stile Heavy-duty3111e Standard Astragal Outside Carnes OU Comer°# Imide Came 6TI r��^"l��I�^I y � V� 43�n— ' L;_�.� Insltle urner'I l do Inside Comer Ids§ Corn U - Corner Patt N61(x2) Part N61 Part N61 Part N61(Sole) Part 067(Mtragal) part N61 Part 961(SHIe) Part filig(Recalcerner Part N119(Out) Part N320(In.) pan #61(Slile) Part 061 (CarnaF Mount) flENOvm EXA.v I CBlr 0FAD7H@B2b9 scum I NTS 1 7 -22 1 PGT0130 NOM. PANEL WIDTH-7' DLO HEIGHT= DOOR UNIT HEIGHT - 10.125- PANEL HEIGHT - DOOR UNIT HEIGHT - 1.866' PRODUCT REVISED B..... lying with the Model. uilding ode NOA-No. 17-0420.12 Implr stlon DM02/17/2020 No. 58705 _-a j� aj0o. '1 STA rg 17 i 6Ss.. fIORIOP. '.Co�c 0 '�- / - ?a - co TABLE 3: Pros suto(OP) and Anchor Quantities Require d, (for all approved ccnfiguragoas on Sheets 283) Maximum DP shaven below Design Fm cane, astragsu entiaeage on 90• or In -gamer ugl% am sheet 11 (Ma/ N Umkd by Table aA) Dom UMI Hel M 4, 4A, BR 84° w- 96" 102, tOB". Table applies to Glass Typos 7, 7A, B B 64 and me 69- IB• D TS /B' D 7rB MO Bb- DLO 9 - re" OLO 9i-0 0' 0.0 sloolAstmgel e, BA, types sheam bebW. Anchor Group Anchor Graep Anchor Grwp AlchorOm Anchor Group A. Group A B C D A B C D B C D A B C D A_ B C D A B C D Dasyn Plnasum tFSau / NO 114+1 C4N CM1 C4N C4+1 C4+1 U+1 C4+1 Cd+t 01+1 C4+1 C4+1 +A82. par Cot 104+11 C6 l 04+1 C/+1 lut.1 0at IC4N U 24, 1r HeadyBUl C4+1 04+1 C40 B 8 e 81 8 B 0 8, I 0 10 10 10 10 10 10 10 DID Jmnb 8 8 8 0 B a 0 HB ]+B ]+B ]+8 7+0 NB 7+B 7+8 7+0 7+8 7+8 T+0 0+9 1 8+9 B+8 8+9 8+9 8+9 8+9 8+9 P4mdk 6+76+7 6+] 6q +/-90,0 I +/-02.6 of +/-]6.0 sf 23" Daalgn Preuure HeedlSUl C4+1 C4+1 C4+1 C4+1 C4N CAN C4+1 C4+1 C441 CAN N+1 CHi ColC4+1 C4+t GIN C4+1 C4l1 C4+1 U+1 CAN GN C4+1 C4+1 �, e B I 8 8 i 8 8 B B ID 8 8 B to e B 8 10 to f0 10 10 10 10 10 5 DLO JGnb 6+7fit] 8+7 I-11 +B ] T+e 7+B i+0 T+B NB 7+B 8+9 8+9 9+9 Ba9 e+9 8+9 e+9 Bag P4nok 6+7 I a/4Q.Srnr ♦1-75.0 f A 29' Dee P...a/.9p,0 Heed1511i C4N Cot C4+1 GN C4+i C4+1 1 UN C9+1 GN N CNt C6+1 C6+1 fA41 GIN Ci+i C0+1 C4+1 G/41 C6+1 C5+1 C4+1 GHi a DLO jamb 10 0 B 8 10 8 e B 12 10 B B 12 10 10 10 10 10 10 10 8+9 8a9 a+9 8+9 8+9 8+9 019 P-hookBa9 +F90.0 paf +/A2.S f +Fifi.O al as. Deayn P,euuie Head5111 C 4+2 C 2 C4+2 C4+2 a4+2 CM2 a4+2 C4+2 C9a2 C6+2 1ka2 C5+2 C9+2 C6+2 a5+2 C5+2 C5+2 C6+2 G6+2 CB+2 G5+2 C6+2 C6+2 C 42- 1D 8 8 a 10 0 B B 12 10 B B_ 12 10 B 8 12 10 10 t0 12 10 10 10 017J June T+8 ]ae NB NB ]+e B+9 a+9 0+9 B+9 B+9 8+9 8+9 B+9 Ba9 B+9 0+9 18+9 e+9 8+9 Ba9 B+9 P-hook 7+3 7+8 7+B +/90.Opsl See WeA ,a ♦I-B2.6 Pat +P7a0 Par 41' Besgn-p---- Haadl911 C1 C5+2 C4+2 G+2 C5+2 C5+2 C6+2 C5+2 C6+2 —2 C8+2 C5+2 C6+2 C6+2 12 C6+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 DLA Jamb t0 9 e e 12 10 0 e 12 ID B e 24 12 8 0 14 12 /0 10 14 10 10 t0 8+9 ea9 0+9 8+9 ea9 &9 Ba9 a+9 9+10 9N0 ID 9+10 9N0 9+10 9N0 eNo 9N0 9N0 9+10 9+10 P-taoh ]+8 7+0 i+8 "0 rvv,�n. ...-,.,.....,............... _ ...-. _... .... -_-... T9 EXAMPLE ON SHEEP g NOTES: 1) TABLE 3ARE BASED THE USE OFTHE 4"SILL. OLD WIDTH WHENUEPRESSURES- O PSF MAX WHEN USING THE TIVE SILL, POSITIVE WATER 2) WHEN USING THE HE SILL, G THE 4E WATER ITV WATER OP IS 80.0 PSF MAX WHEN USING THE 4' SILL, POSITIVE WATER OP IS 9D.0 PSF MAX (NEGATIVE PRESSURES NOM. PANEL WIDTH - ]' UNCHANGED). SEE TABLE 3A. 3)4-.3-114'AND 2412°SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 141V SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN DLO HEIGHT= DOOR UNIT HEIGHT -10.125' TABLE 3 MAY BE U$ED 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-1.86B, 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. gun -u c4➢ a 4 a CY1RACCp.pa VnFTA11.S. THE FOLLOWING SHLE Interlock S ABl r+AGAL P-hook 1 Trts srweu oo uaeu LocksUle@lamb r�M1 ,new= �..+�=.+„LL. Straight Astragal Assambly -. --- Lmkstile@ SValght Astragal • --• • • •-•• _...._ 9o-Aaragal Assembly ........... Lodsele@ 9VAstragal 136'ASVago Assembly todmlle@ 135'Ashagal HeaWEury Stlles Heavy-duty Stile Heavy-duty5tlle Heavy-duty Stlle Heavy-dutyAstragal Heavy-dpty Slia Heavy-duty Stile Outside Corner Heavy -dory Stile outside Heavy-duty Stile Insitle Corner Heald-duty5t0e }.r �l�Y a��--�r�• Corner 14 Insides Comer 2s,e , Inside Corner Corrler Part R61(N2) Paltxfil Part 461 Part"111111", Part"1(Aslrzgal) Part R61' an Via) Part I119(Corner Rocelver) Part:11,9(OULJ Part R120 (In.) pans gel(&q32 Korn. 9, Fad Mount) Par[k61 lalv+mram r .. WAUM. Tignd sae I NTS1 8 -22 1 PST0130 TARI F AA Sill Height to Max. (+) DP (Water btflgaton Ratirg) sill RiseY Height (!)Design (Flat of BoN, see Preseum psf Shoal l7) Flmh-l-i2° see lNte3 Low-2-1 +48.8] Metlium-31/4' + High-4' +90.D 1i OH LENGTH ON RATIO 21 OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED w complying with Me Florida 0.1hes, Cede 110A-N0. 17.0420.12 * No. 5870S NOFRAME "6+10" P-HOOKANCHORAGE CONSISTS OF: SEE'C5'CLUSTER SEE J AMB (9)P-HOOK ANCHORS, SEE'C5'CLUSTER MAX. UNIT WIDTH DETAILS, SHEET IO SPLICE IRED® (PERPENDICULAR TO GLASS DETAILS, SHEET IO FOR SEE"C5" CLUSTER DETAILS, FORASTRAGAL NOTE, ERIOR PLANE) SEE TABLE 2, SHEET REQUIRES'C6' SHEET IO FOR INTERLOCK 24"MAX, O.C. KETS INTERLOCK CLUSTER,SEE THIS AND DETAILS, SHEET 11 x SHEET EE POCKET 10P-HOOK _ x \�1'ANEL WIDTH ( ) r-______ x I� AMB MOUNTING � x x x x x "xax a MAX NSTALLATION, ADAPTER 6'MA%. r5f-( x xx HIS SHEET ANCHORS MIDWAY G'SHEET 14 BETWEEN P-HOOK I 4PAIRS OF ANCHORS &AT 3" °i x=FRAMEANCHORS FROM TOP & 14' MA'X �O.C.- o ANCHORS 96, (TOTAL 8 BOTTOM �UNIT 31'MAX. ANCHORS) 4.051'. TO OPENING i�'o / .® O®=P-HOOK HEIGHT O.C. PER JAMB EDGEOFPOCKET SEE I�i I O x x� (SEE JAMB OV®I 1d•MAz. O.C. Z ANCHORS INSTALLATION ii N z DETAIL DETAILS 'Jc'&'K.', i i °�—� A O= P-HOOK BELOW) END PANEL SHEET 14&PART 1 ° MOUNTING ANCHORAGE DETAILS'J'8'K', iy 1{{I ICI F-3'MAX. ADAPTER x 24*MAY, (2 ANCHORS) SHEET 19 FOR �$ A---Ye� I y 'ANCHORS D.C. "+2` P-HOOK '-____ -mAx. —T ENO PANEL ANCHORAGE ANCHORS END PPNEL x" x x x x"xxx x x a'MAX JX ANCHORAGE (SEE ANCHORAGE x �xn• 2 z x ANGHORAGE�•i2 SKETCH BELOW) (3EE SKETCH MAX. T ANCHORAGE CENTERLINE B•MA%. TYP. ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24'MAX. EXAMPLE' 5-PANEL. 2TRACK 90°OUTSI6E CORNER -pXX/XXO- EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 48'x96"NOM.PANELS. ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6. SPLICE NOTE: ANCHORAGE EXAMPLE NOTES; NON-STRUCTURAL ANCHORS MAY BE ADDED 1 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES I4SHEETS 6-6: 48" 1 CENTERLINE OF NOM. • INTERLOCK HEAD & SILL: 8' MAX. FROM FRAME CORNERS. PANEL SEE'C5'CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE WIDTH DETAILS, SHEET IO TABLES, SHEETS" AT EACH INTERLOCK AND DETAIL ,SHEETERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, FOR PLUS SPECIFIED QUANTITY OF ADDITIONAL '+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. 3 5" ADDITIONAL ANCHORS 24" Q.C. MAXIMUM. AS NEEDED TO ALIGN THE EUERIOR HEAD OR SILL IFA SPLICE 21" CT OCCURS AT THE P-HOOK MAX PRODUCT REVISED O.C. .....1,1., wIM W. Fl.dda ...... code NOA-No. 17-0420.12 5.64" Z,.fll.. Dam 2/4712020 6" MAX. 11111111 miam��-oa '.aaud comro CENTERLINE JAMBS & P-HOOKS: 6' MAX. FROM BOTTOM, 21"MAX. ANCHOR PAIR D.C. (JAMBS), 14' MAX. ANCHOR OFPANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE �2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB "+2" ANCHORAGE ANCHOR PAIR REQUIRES SEE'C6" CLUSTER END PANEL CENTERLINE CENTERLINE •� "CB"CLUSTER. SEE DETAILS, SHEET IO ANCHORAGE DETAILS, SHEET it rDEE FOR ASTRAGAL OF (2ANCHORS) q• I INTERLOCK ASTRAGAL (�. MAX. • x�.x`II NY LYN Ice TT11 I� CENTERLINE CENTERLINE " • CENTERLINE II $ i Nx 58705 •• �% EXTERIOR I OF PANEL "+2"ANCHORAGE L� +2"ANCHORAGE OFPANEL 9 -�'OF PANEL5 •� •i �'❑ SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS ` CE-CFAd711.YPBFda sOo-ndIN7S19 + 221PGTO130+ 221PGTO130 ASTRAGAL OR ATION ASTRAGAL OR (FOR SPLICE ar INTERLOCK L�.SPLICE INTERLOCK IF NEEDED TION, USE N CENTERLINE CENTERLINE I CENTERLINE C ° CL ER DET L}� 1.76' 7' — O 7' 3.5° LOCATION ED 2.04" 4 DA 2.04' 2.04' EzreRIIOR 7- E w 4'DIAG. 7' 7' 3� V 7 2-TRACK INTERLOCK ILL 2-TRACK HEAR/SILL `� 2-TRACKFRAME NEAR/ (USE WHERE 4 INTERLOCK Ca]ASTRAGAL WHERE 5 INTERILUCLUSTER (ia(USE WHERE 6 CLUST( (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTE ANCHORS ARE REQUIRED,'C4p) ANCHORS ARE REQUIRED,-05 ANCHORS ARE REQUIRED, ASTRAGAL OR _SPLICE LOCATION ASTRAGAL OR (FORSPLICE ASTRAGAL OR I SPLICE IN I IERLOCK-•- IF NEEDED INTERLOCK CONDITION. USE INTERLOCK-4-IF NEED CENTERLINE I CENTERLINE "C6' CLUSTER DETAIL) CENTERLINE 43.5" -3.5' T2.04' 4'DIAG. 406'4.08" r 4-DIAG. ITGRb3.5' IUOR ER ° 3.5" v 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEA1101I V �3-TRACK FRAME HEADIS 0AFTRAGALORINTERLOCK CR]ASTRAGAL OR INTERLOCK- - ^�I"wcnll (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED,'G4') ANCHORS ARE REQUIRED,'C5") ANCHORS ARE REQUIRED. -M-) 'LICE LOCATION ASTRAGAL OR II ASTRAGAL OR (FOR SPLICE NEEDED INTERLCCK-_i (FOR SPLICE INTERLOCK CONDITION, DO CENTERLINE " CONDITION. USE USE THIS DETAI CENTERLINE CB' CLUSTER DETAIL) — 3.5' '1 3.5" I 2.04" 4' D AG. IXIFE'RIOR v 4-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "04") 1 2•�' 2.04'AG.4.08'E%IE R5.37- RI IRDIE E%TTTE--IMIOR v 4-TRACK FRAME HEADISILL �J OCKOR INTERLOCK (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C5-) 2.04 21' MAX O.C. lL MAX. r-8.OIAG. 2.04' EXTE, RIOR \ 6" DIAS. 1� E R F 2 5.64- MAX 1 2-TRACK FRAMEJAMB 6- ANCHORPAIR 6" DIAG. R ANCHORS MAY BE INSTALLED 21• EITHER IN THE EXT. OR ENT. MAX. TRACK (ENT. SHOWN) O.C. NOTES: 5.64. 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. W MAX. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT 3-TRACK FRAME JAMB P"HOOK SEE SHEET S. ANCHOR PAIR PRODUCT REVISED I In wltM1 lM1e Pla,itla FOR SPLICED 6u0mngLTPI% CONDITIONS ONLY; NOA-No. 17-0420.12 _SPLICE LOCATION explmnon D.JO02/17/2020 4-TRACK FRAME HEADISILL fl ASTRAGAL ORINTERLOCKORITERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REOUIRED,'CB') WITH & WITHOUT SPLICE CONDITION NCO tlIANOESTHISSHEEI. o \ \�J-1 LyJ w,ev �P.vnrzamc ® S00.>!p 10 • 22 1 PGT0130 m *. N..6R705 :r = -10 O,^•. RTA1E0 • �. "is��NALI�NG•. 0. LVIdl A11NER,P£ P.EDYIos 6.12" T 4'DIAG. 6,12° EXTERINTERIOR IOR J ' EXI 3.5" I-�4 4. 2.04' Ez1E 5* /\l 90' CORNER 2-TRACK FRAME HEADISILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED. 'OD 4" INTEROR 4.06' 7° 4' n I — 7 3.5' ' I ---1 3.6' F �'— 4. 204- J 4.-- 7' -yl J' 2.01 J EXTEPIaR " EXTERIOR 90' CORNER 136" CORNER 2-TRACK FRAME HEAD/SILL 2-TRACKFRAMEHEAD/SILL (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER W ANCHORS ARE REQUIRED, 'C6') ANCHORS ARE REQUIRED,') ANCHORS ARE REQUIRED.'C6') EX�O6, 1WERI00. 4.OB" -.1-ANCHOR 3.5° 1NrewDR ✓ 7.41�` Z 7' 1 1 4.0W 3.5 3.5' �.I/\' 4' E%TENpR T' p(}ERIOR 90' CORNER 135- CORNER 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEADISILL ('CB° ANCHOR CLUSTER REQUIRED ('CB°ANCHOR CLUSTER REQUIF AT ALL MRACK CORNERS) AT ALL 3-TRACK CORNERS) INTERIOR .6.12' INTEROR z.04' 4° EXTERIOR 6.68° MENTOR 13 7' 2.04" J I "r' 4' DIAG. -L" = 4., Y E%IEROR F� 90'CORNER 135'CORNER 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED (T82 ANCHOR CLUSTER REQUIR AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) NOTES: —ALL DIMENSIONS DDIMENSIONS SHOWN ARE DASED ON MINIMUM ALLOWED. .... RNa.Dwoww 2. DETAILS DEPICTANCHOR QUANTITY AND SPACING, AND WOULD BE nvEwcE, R: n.ns IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. .. � w..R cEar.orwmayssn E_5�T BL CENTERLINE 4 OFPANEL INTEROR ON •+2°ANCHOR EXTERIOR ALL T VIEWS V 4° DIAG. 2.04" .12' 3.5' CENTERLINE OF PANEL '04° '+3-ANCHOR 4.06' R(TERDR CENTERLINE 204, OF PANEL 4-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) sDD77D N75 11 s 22 POT0130 '+1' ANCHOR I CENTERLINE T�OFPANEL '+2'ANCHOR 2' 4' DIAG. 3.5 I CENTERLINE OF PANEL "+3-ANCHOR 2.0 4' DIAG. 3.5° :=�p 7° L_CENTERLINE OFPANEL 2-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED a omplYing with I6o FiDTitlo BUI1EinR Co Noq-No. 17-0420.72 Expiration Date 02117/2020 * : N. 58705 0 W ANCHORS ARE REQUIRED, 'C6') ANCHORS ARE REQUIRED,') ANCHORS ARE REQUIRED.'C6') EX�O6, 1WERI00. 4.OB" -.1-ANCHOR 3.5° 1NrewDR ✓ 7.41�` Z 7' 1 1 4.0W 3.5 3.5' �.I/\' 4' E%TENpR T' p(}ERIOR 90' CORNER 135- CORNER 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEADISILL ('CB° ANCHOR CLUSTER REQUIRED ('CB°ANCHOR CLUSTER REQUIF AT ALL MRACK CORNERS) AT ALL 3-TRACK CORNERS) INTERIOR .6.12' INTEROR z.04' 4° EXTERIOR 6.68° MENTOR 13 7' 2.04" J I "r' 4' DIAG. -L" = 4., Y E%IEROR F� 90'CORNER 135'CORNER 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED (T82 ANCHOR CLUSTER REQUIR AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) NOTES: —ALL DIMENSIONS DDIMENSIONS SHOWN ARE DASED ON MINIMUM ALLOWED. .... RNa.Dwoww 2. DETAILS DEPICTANCHOR QUANTITY AND SPACING, AND WOULD BE nvEwcE, R: n.ns IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. .. � w..R cEar.orwmayssn E_5�T BL CENTERLINE 4 OFPANEL INTEROR ON •+2°ANCHOR EXTERIOR ALL T VIEWS V 4° DIAG. 2.04" .12' 3.5' CENTERLINE OF PANEL '04° '+3-ANCHOR 4.06' R(TERDR CENTERLINE 204, OF PANEL 4-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) sDD77D N75 11 s 22 POT0130 '+1' ANCHOR I CENTERLINE T�OFPANEL '+2'ANCHOR 2' 4' DIAG. 3.5 I CENTERLINE OF PANEL "+3-ANCHOR 2.0 4' DIAG. 3.5° :=�p 7° L_CENTERLINE OFPANEL 2-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED a omplYing with I6o FiDTitlo BUI1EinR Co Noq-No. 17-0420.72 Expiration Date 02117/2020 * : N. 58705 0 INSTALLATION DETAILS EMBEDMENT: SEE TABLEA SHEET I EMBEDMENT: SEE TABLE A. SHEET EDGE DISTANCE: EDGE DISTANCE EDGE DISTANCE: SEE TABLE A, SHEEF 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 2-1/18"' 2-1/16"' EXIF IIOR I— 7/4" (� 114" H a $ M XRIOR T — a SEE TABLE A. J I I �I �I ' SHEET 7 L/ 2X WOOD WOOD ANCHOR TYP., TYP.,SEEANCHOR SEE ANCHOR NOTES NOTE 3, SHEET &TABLEA,SHEET, ®2-TRACK FRAME HEAD w WODD INSTALLATION WOOD ANCHOR TYR. 2X WOOD SEEANCHORNOTES TYP., SEEANCHOR &TABLE A, SHEETI NOTE 3, SHEET SEEANCHOR NOTE6, SHEET 111 1 (114• MAX.) _ ...._ _.. EXT�ERjIOR I 2-11,B" EDGE DISTANCE: SEE TABLEA, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET ®2-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE ~ TABLE A. SHEET I EDGE DISTANCE: 2X WOOD SEHEET1 A, TYP., SEE ANCHOR SHEET HEET 2-1/76" fOODANCHORTYP., IEE ANCHOR NOTES & TABLEA, SHEET 1 O EMT�N�IOR iF V 114-MAX. SHIM —.- F-.— 2-TRACK FRAME JAMB c/.. WOOD INSTALLATION 2X WOOD /WOOD ANCHOR TYP., METALTYP., /SMS ANCHOR TYR, TYR. SEE ANCHOR L SEE ANCHOR NOTES SEEANCHOR LSEEANCHORNOTES NOTE 3 SHEET 1 & TABLE A, SHEET i NOTE 4, SHEET 1 & TABLEA, SHEET 1 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1!4" TALL MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2.METALORWOOD SUBSTRATES MAY BE USED FORALL FRAME TYPES PER TABLEA, SHEET 1. 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD WOOD INSTALLATION (5 METAL INSTALLATION WOODANCHORTYP., 2XWOOD EMS ANCHOR TYP., METAL TYP., SEE ANCHOR NOTES TYP., SEEANCHOR SEE ANCHOR NOTES SEEANCHOR SEE &TABLEA,SHEETI NOTE 3, SHEET SEE &TABLE A, SHEET NOTE 4. SHEET ANCHOR ANCHOR NOTES, NOTE 6, SHEET 1� ` SHEET I 014"MAX.) :• r. 1 (1/4-MAX) EMENM EXIERIOR� EDGE DISTANCE: SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET i ®3-TRACK FRAME SILL 4-TRACK FRAME SILL E. WOOD INSTALLATION METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 �— EMBEDMENT: SEE TABLE A, SHEET EDGE DISTANCE: SEE TABLE A. 2XWOOD SHEET 1 TYR, SEE ANCHOR NOTE 3, SHEET 1 2-1l16"' WOOD ANCHORTYP., SEE ANCHOR NOTES & TABLE A, SHEET I EXIET'N�OR V 114• MAX SHIM NVFli1..E.FL9 s tHll/MPI� cFnr. �ami�ce METALTYP., SEEANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EM�`E�MOR 1/4' MAX. SHIM 4-TRACK M METAL N w WCHORAGE DETAILS ,ER/ES 770 ALUM. SGD - sGa7ro NTS 1 12 + 22 EDGE DISTANCE: SEE TABLE A, SHEET 2-1/1B"• • DIAGONAL O.C. IS MIN 4- (HEAD & SILL) OR 8' (JAMB) SEE DETAILS, SHEETS 10 & OF3 THREADS BEYOND METAL SUBSTRATE SEE EDGE DISTANCE: SEE TABLE A, SHEET 1 PRODUCT REVISED s....1,12, Ith th. Frond. 6u11UIn9 GOE. NGA-N 17-0420.12 EXP1.1lan 0.1. 02/, 7/2020 THREADS `�� BEYONDTHE \ �D-. p1Y LY LYNA METAL 1)OENFF SUBSTRATE' *! / N.. 5R705 19 t9 i PGT0130 IN LLATION DETAILS EMBEDMENT: SEE TABLE A. SHEET I EMBEDMENT: SEE TABLE A. SHEET I NOTES: EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS EDGE DISTANCE: SEE C NGREE CONCRETE SEE TABLE A, SHEET I CONCRETE SEE TABLE A, SHEET I SHOWN ARE BASED TABLE A, BHEETI ER TABLE PERTABLE 2-1110"• PER TABLE p-1ryg•. ON MIN. ALLOWED. A, SHEET 1 2 1N A, SHEET 1 A, SHEET 1 1/4° O.C. IS 4' & MAX'ASAHAIXM yrIAGONAL EXTERIM Y.•-'•• y JAMB)S SHEAD OR6"(MIN EE T DETAILS, SHEETS 1/4' EXTER'.0� E BEDMENT: J MA EX WOR MAX. 10871. BE A, SHIM - SHIM SHEETt SHIM P PERLYSECUREDIX CONCRETE ANCHORTYP. PROPERLY SECURED IX CONCRETE ANCHORTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.. NOTES 8 NOTES WOODANCHORNOTEUCK 3 D ANCHOROOD BUCK SHEETI SHEETI TB EA,SHEEOES& NE3 TBLEA SHEETI A CH NOTE 3 SHEETI TABLE A. SHEET CK FRAME HEAD NCCRETFRAME CK FRAME HEAD —INSTALLATION NSTALLATION CONCRETEEINSTALLATION ® CONCRETEIN C CON TEANCHOR ROP ECUREDIX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX EANCHORNOTESB WOODBUC TYP., SEE SEEANCHOR NOTESB WOOD BUCK TYP., SEE SEE ANCHOR NOTES WOOD BUCKTYP.. SEE TABLE A. SHEET 1 - T46 R NOTE 3, SHEET 1 TABLE A, SHEETI ANCHOR NOTE 3, SHEET I TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 SEE ANCHOR SEE ANCHOR E ANCHOR NOTE 5, NOTE S. N TE 5, SHEET - SHEET i SHEET 1 i (1f4" MAX) _ I (114• MAX.) l (1/4" MAX.) 1 1 EXTERIOR T 1 EXTERIOR -� EXIENOR • �24116' CONCRETE 2-1115 2-0N6" EDGE DISTANCE: CON � EDGE DISTANCE: CONCRETE EDGE DISTANCE: PORTABLE A. SHEET I PER ABLE PERTABLE SEE TABLE A. SHEET 1 SEETABLE A. SHEETI SEE TABLE 0. SHEET 1 BEDMENT: SEE TABLE A. SHEET I A.S EETI EMBEDMENT: SEE TABLE A, SHEET I A.SHEETI EMBEDMENT:SEETABLEA, SHEETI 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL 6CONCRETEIN$TALLATION Fc CONCRETE INTALLATION on NCRETE I- NSTALLATION -_ EMBEDMENT'.SEE PRODUCT REVISED TABLE A. SHEETI s pi in wItb Me Florlaa euli4nme �P8 EMBEDMENT: SEE NOA-NP. 17-0420.12 TABLE A,SHEETI �1 EDGE DISTANCE: eepimtion Dale 02117/2020 •- EDGE DISTANCE: PROPERLYSECURED SEE TARE A. SHEETI By SEE TABLE A, EMBEDMENT: SEE CONC.ICMU ANCHOR iX WOOD DUCK TYP., Mlam'-0*oa0cleonerP TABLE A, SHEETI TYP., SEE ANCHOR SHEETI SEE ANCHOR NOTE 3, _ :f EDGE DISTANCE: NOTES&TABLEA. SHEETI PROPERLY SECURED s' SEE TABLE A. SHEET 1: IXW00DBUCKTYP., SHEETI { CONCJCMU ANCHOR SEE BCHOR NOE 3, SHEETI TYP., SEE ANCHOR PROPERLY SECURED ' 2-1HB / `: NOTES BTBLE A, CONCJCMU ANCHOR IXWOODBUCKTYP.. SHEETI - CONCRETE TYP., SEE ANCHOR SEE BCHOR NOTE 3; +" CONCRETE OR CMU pUlOblgr NOTES B TABLEA, SHEETI ORCMU TEwoR PERTABLE �— �` q,.......N EXTERIOR SHEETI "CONCRE OR CMU EMEGOR PORTABLE A,SHEETI `���a''ticEN3p �J�LL PERM E A. SHEET 1 v V1/4'N1AX. SHIM —'-I I-.-- 1/4"MA. SHIM I P;' -= No. 68�70�5pSHE I 11V MAX. SHIM OR a�H �*�%COCRETE/CMUINS INSTALLATION NCNlTECMUOEECMU LLATION l\REINTA cEBr. oRaurBneaes --m•W'• ALYNNWI RRE 13 +72 PGT0130 PCPEAMM a INSTALLATION DETAILS FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT )OD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION 0 o SEE ANCHOR NOTES EMBEDMENT: & TABLE A. SHEET I SEE TABLE A• (ALSO SEE TYP. SHEETI ILLUSTRATION, SHEET 9) 1 DISTANCE: SEE T S EA, SHEET EMBEDMENT: SEE TABLE A. 25 EMRIO8 SHEET PHOOK WOOD ANCHOR TYP., p-HOOK SEE ANCHOR NOTES CONCRETE OR, &TABLE A, SHEET 1 CMU PER TABLE (ALSO SEE TYP. ILLUSTRATION. SHEET 9) EDGE DISTANCE 2DGE DISTANCE A. SHEET i . ®P-HOOK FOR USE WITH FLAT SILL RISERS Jw PARTS#18, P20.#22 OR 424, WOOD INSTALLATION EXTERIOR MOUNT SHOWN. (SEE TABLES 1A, 2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP., SEEANCHOR EMBEDMENT: SEE P-HOOKMOUNTING CONCRETEOR NOTE 4, SHEET I; ADAPTER SMS TABLEA'SHEETi GNU PER TABLE MIN. OF 3 THREADS ANCHOR TYP.. SEE A. SHEET 1 BEYOND THE METAL ANCHOR NOTES SUBSTRATE &TABLEASHEETI EMBEDMENT: ALSO SEE TYPILLUSTRATIONSEETABLEA,- EMBEDMENT: SHEET9)SHEETI r—�I—IJE SEE TABLE A,DISTANCESEESHEET1 A, SHEET I EDGE DISTANCE CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A. SHEET I 1-1/4' MIN. EDGE DISTANCE ANCHOR NOTES & TABLE EMBEDMENT: A. SHEET TABLE A, 6HEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER Jc PARTS #18. #20, #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES IA 2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOK MOUNTING EMBEDMENT: SEE ADAPTER CONCJCMU TABLE&SHEETI ANCHORTYP.,SEE ^:. `• -,':,', ANCHOR NOTES & TABLE V`•- - �A. SHEET NOTES: I. ALL 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 TAKES Imo, SHEETS M FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET B. SHEET9) PRODUCT WhePYi REVISED a. MDA-No. 17-0420.12 1.114" MIN, EDGE DISTANCE V V SEE ANCHOR NOTES J EX1E01OR P-HOOK CONCJCMU TYP., SEE AR E%TERroR (v7 &TABLE A, SHEET I NOTESNCHOR ANCHOR NOTES & TABLE ( ALSO SEE TYP. MIN. 0. SHEET MIN. ILLUSTRATION, SHEET 9) EDGE EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE EDGE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS PARTS #19, #21. 923 OR #25, Kc PARTS 019. #21, 923 OR #25, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES IA, 2A&3A MOUNT (SEE TABLES IA. 2A&3A MOUNT FORWATER RATINGS) ONLY FOR WATER RATINGS) ONLY cErrr. w.lurHomzm ssam I NTS 1 14 • 22 1 PGTO13D CONFIG.EXAMPLES HEADER DETAIL'N, SHEET 18; INSTALLATION DETAILS'AW &'Ac', SHEETS 12 & 13 NOTES: 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE SEE DPIANCHOR TABLES, SHEETS 8-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS IS & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB ORASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER OP/ANCHOR TABLES. SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'DW &'Dc', SHEETS 12 & 13 - PANEL CORNER DETAIL PANEL PANEL YPE TYPE as. NOM. NIAX. PANEL PANEL WIDTHTT HEIGHT SEE PER NOTE2 TABLES c, , a X 1-112' SMS MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. NON. PANEL WIDTH DLO TYR PER TA13LES 1-3 WIDTH INTERIOR E%TERIOR 9W PANEL TYPE PANEL 17AS CORNER DETAIL'NV, TYPE SHEET 19 & CORNER ANCHORAGESHEETII' MAX. UNIT j 9 MAX HEIGHT DLO PER INTERLOCKDETAIL 'M', SHEET I9 HEIGHT TABLES E%TERIOR INTERIOR 3 1-3 p JAMB DETAIL'G3', SHEET 18; DETAILS X X J &INSTALLATION SHEET 'GW & SHEETS 12 & 13 DLO WIDTH =MOM. PANEL WIDTH -7' 90" DLO HEIGITT= DOOR UNIT HEIGHT - 10.125' EXAMPLE: 90' INSIDE CORNER 4 PANELS - XX/X)( PANEL HEIGHT =DOOR UNIT HEIGHT- 1.866' SILICONE HOi-MELT BUTVL STRUCTURAL MUCNRAL ......-.-- SILIrOn �SMT NOM. FRAME CORNER DETAIL Partie Description Material 124 jKcanlnnorIIng4SGTPSSpaeerSysteM 125 Ouanax Super Spacer nXT with Hot Melt BUtyl Sthis Sheet or heo 926 Ouanex Duras9al spacer Materials 127 Cardinal XL Edge Spacer F](T, GLASS1. <�EM.GIAS<%��! US PRODUCT REVISED LAos complWng I!M1 the Florida INT. GLASS INT. GLASS Heard., NOA-Nu. 17-0420.12 +zn KODISPACE 4SG TPS +zs SUPER SPACER®NXT'" E.plr.Boa pe vnlzazo By ALUMINUM ellaml- Product Central REINFORCEMENT pOLY150. CESICCANTFILLARE'A BUIYLENE 'EHe'NOM. BUNL& ROLL-F02ME0 SICCAM STAINLESS STEEL FOAIA LASS EXT. GLAGS, ,,\\\Illltll No. 567c5 +aa DURASEAL® SPACER In XL EDGE'"SPACER csRr. ov4urN l�zse I �( SERIES 770 ALUM.SGU-LM-rMPAGI war+, n.m o. 7 WW70 NTS 1 5 +21 PG70190 CONFIG.EXAMPLES INTERLOCK DETAIL IFOR ALL DETAILS ONIHIS SHi1.51NUICcUNJH= M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18: an '—,INSTALLATION DTAILS'GW &'Gc',SHEETS 12813 (J /FIXED JAMB DTAIL'G2', ASR TRAGAL HEADER DETAIL IN. SHEET HEADER DETAIL 'A', SHEET 18 SHEET 18; INSTALLATION DEfAILS'L7' & 18; INSTALLATION DETAIL INSTALLATION DETAILS'AW 8'Ac', DETAILS'OW &'Gi L2, SHEET 19 'AW &'i SHETS 12 & 13 SHEETS 12 & 13 S & 13 190' \ SHEETS 12 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE MA / NOM. / / UN EIC PANEL HPE MAX. WIDTH TYR SEE TABI OLD TABLES I3 NOTE 2, 1-I HEIGHT SHEET 78 O X X x MAX_IINIT WIDTH SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHEET 15 SILL EXAMPLE; OXXX IN 2-TRACK D MAX. DLO SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHEET 15 SILL EXAMPLE; OXXX IN 2-TRACK D MAX. DLO PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE K. ,A, 'CS' 'O5 .K, MAX. T UNIT 'HT SILLDTAIL NOM. / HEIGHT R 'D', SHEET PANEL / / SEE PER .ES 18; MAX WIDTHTYP. TABLES 3 INSTALL DLO PER NOTE 2, 1J DETAILS HEIGHT TABLES 13 SHEET i6 'Do' &'Di, SHEET812 X \" X (_\\\ IHE T18;� MAX. UNIT WIDTH DETAILS S 12&13 EXAMPLE: 90e OUTSIDE CORNER -XXIXX(2-TRACK) JAMB DETAIL 41', SHEET 18; ASTRAGAL DETAILS'L7' & INTERLOCK DETAIL'M'. SHEET 19 INSTALLATION DETAILS'IW & L2, SHEET I9.N ,'1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS I2&13� �..i HEADER DETAIL 1 1 J ETAIL'HZ', SHEET P-HOOK DETAIL'J'8'K', SHEET S', SHEET 18; .� 18; INSTALLATION DETAILS 19; INSTALLATION OETAILS'JW, INSTALLATION JAMB DETAIL'12', SHEET 18, INSTALLATION 'HW &'Hi, SHEETS 12 & 13 'Jc','Kvi &'Kc', SHEET 14 DETAILS 'BW 8'Bc', DETAILS &'Id, SHEETS 12 & 13 SHEETS 12 & 13 MAXN W TH MAX HE[ P T 1 I� MAX. UNIT WIDTH TANEL PANEL PANEL PANEL TYPE TYPE TYPE 'L' 'M''F'UNIT NOM.GHTPANELER WIDTH TYP.LES / SEE PER / g -3 DLO NOTE 2, TABLES 1-3 HEIGHT SHEET 78 a b D x x x EXAMPLE:OXXXD SILL DETAIL 'E',SHEET I8;_/ (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ei, SHEETS 12 & 13 JR 1 N0517 1 C I NOCHANGESTHISSHEE, I CEM.OFADTM I3d299 `+— AX. IT ID PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE .M. T. 'P' M NOM. UN PANEL HEI WIDTHTVP. / PE SEE MAX. PER TAB —NOTE 2. DLO TABLES i-3 1 SHETIE HEIGHT x xUx UO JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'GW &'Ge', SHEETS 12 & 13 i SHEET 19 90° OUTSIDE CORNER DTAIL'N1', SHEET 19 & CORNERANCHORAGE -� INTERIOR EXTERIOR NON. I'P PANEL WIDTHT. PERTABLES UNITWIDTH 1-3 HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS 'CW &'CC, SHEETS 12 & 13 AX IT GHT R LES EXAMPLE: XXXO SILL DTAIL'F', SHEET 18;� (4-TRACK, BY-PASS) INSTALLATION DETAILS 'FW &'Fe, SHEETS 12 & 13 aM EXAMPLEELEVA710NS SERIES 770 ALUM. SGD-LM IMPACT w yna soo-»g 'NT5 10 a 22 PGT0130 PRODUCT REVISED ins plying with the Florida Building Code NCAi 17-0420.12 Fapl etlen Data 02M 712020 No. SBTOB EXAMPLE:OXXXD SILL DETAIL 'E',SHEET I8;_/ (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ei, SHEETS 12 & 13 JR 1 N0517 1 C I NOCHANGESTHISSHEE, I CEM.OFADTM I3d299 `+— AX. IT ID PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE .M. T. 'P' M NOM. UN PANEL HEI WIDTHTVP. / PE SEE MAX. PER TAB —NOTE 2. DLO TABLES i-3 1 SHETIE HEIGHT x xUx UO JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'GW &'Ge', SHEETS 12 & 13 i SHEET 19 90° OUTSIDE CORNER DTAIL'N1', SHEET 19 & CORNERANCHORAGE -� INTERIOR EXTERIOR NON. I'P PANEL WIDTHT. PERTABLES UNITWIDTH 1-3 HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS 'CW &'CC, SHEETS 12 & 13 AX IT GHT R LES EXAMPLE: XXXO SILL DTAIL'F', SHEET 18;� (4-TRACK, BY-PASS) INSTALLATION DETAILS 'FW &'Fe, SHEETS 12 & 13 aM EXAMPLEELEVA710NS SERIES 770 ALUM. SGD-LM IMPACT w yna soo-»g 'NT5 10 a 22 PGT0130 PRODUCT REVISED ins plying with the Florida Building Code NCAi 17-0420.12 Fapl etlen Data 02M 712020 No. SBTOB JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'GW &'Ge', SHEETS 12 & 13 i SHEET 19 90° OUTSIDE CORNER DTAIL'N1', SHEET 19 & CORNERANCHORAGE -� INTERIOR EXTERIOR NON. I'P PANEL WIDTHT. PERTABLES UNITWIDTH 1-3 HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS 'CW &'CC, SHEETS 12 & 13 AX IT GHT R LES EXAMPLE: XXXO SILL DTAIL'F', SHEET 18;� (4-TRACK, BY-PASS) INSTALLATION DETAILS 'FW &'Fe, SHEETS 12 & 13 aM EXAMPLEELEVA710NS SERIES 770 ALUM. SGD-LM IMPACT w yna soo-»g 'NT5 10 a 22 PGT0130 PRODUCT REVISED ins plying with the Florida Building Code NCAi 17-0420.12 Fapl etlen Data 02M 712020 No. SBTOB PANEL'S RIGHT STILE TYPE PANEL SINGLE INTERLOCK SINGLE INTERLOCK IXm STILE LOCKSTILE WI HANDIE ASTRAGAL ASTRAGAL ASTRAGAL WRANGLE ASTRAGAL IDE INTCORNER RW/HMIDLE EXTCOPWR PW/HANOIE EXTCORNER 90 RECEIVER INTCORNER R EXr WR &R EXT CORNER INTCORNER 135 RECOVER TYPES BOX OUT 60X IN W/INNUT W/tytNOLE WIHPNOLE RECEIVER H•/�NpVECEIVER � �Q�q2� ne 1 //LJ. #1zp m apl ale AMa all ast W611 I MOCK � F PP K TR TQ TC TA TV TW R�� S �- 8 E P A C C IC SQ SC SA SV SW IN (eep (sore RR R S S FD FC FV FW STILE LOCKSRE W/ HANDLE D M J J (eMORO ImeP-0 W O- 0.5TRAOAL Box o6r / LR PANEL NOTES: 1. SEE OF TABLES 1.3, SHEETS 6� FOR PANEL Ir A6TRAGAL lL I �Y QINrERIGR SIZES 8 DESIGN PRESSURE. JeOXIN W/HnNOLR reeX"V LEFT RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF PANEL I� 52L-RIOR PANEL ARE NOT REQUIRED FORANV CONFIGURATIONS F— ASTRAGAL T U STILE STILE AND ARE NOT AVAILABLE. p3 . BOX OUT ❑ WeQVG 3. 90' ASTRAGALS TO USE HEAVY-DUTY STILES AsrRAcu. T !! PANEL "E"SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (981), CORNER RECEIVER (#118) AND EITHER EXTERIOR (#119) OR INTERIOR(#120) CORNER l/ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. LEI BOX,N / ASTRAGALS. J INT CAPNER mwa4 rtw 4. 135'ASTRAGALS TO USE HEAVY-DUTY STILES U) sa LOCKSDLE RT /'�) Cl (#Bl) AND CORNER ADDON(#31). J W WI HANDLE #120 EXTCORNER SILL RISERS OPTIONS 'il`'2W Z a SRLOCKSTILE_ WI HANDLEpIIB 80 ftEOEIVEft a3 QT CT QS CS ,2�, 9REVISED ''''{j'� 2 _— 232 " E%TERI� EXTERI00. R62 PRODUCT E%IERIOR I EXTERIOR .R62" a 9.865" BuilE1n91CaUawltM1 the Flodda 80si /� 17-0620.12 WI HANDE 11j1-�'� V V Y' `j7 2 .O6s" 9.3I0� . W PEcc51VER`a619`l A T AS DF 1.56].oaz• - y e+Wo-nnon Dam 02l77/2020 ' wrruNOE J B SO RECEVER SRRECENER -17- CF l'1FLUSH,SILI 1- 12" `p LOW, 2 1/2" FAT cni an wo na control �2 M � UBILL IME3-1/4'AT 24 HIILGL— RI45ER. FLAT ., EXTCORNER SW1 WIMINIVER INT/CORN R OB 1 35 RELEIVER VT WT VS WS VF WF EXTERIOR a ibD" EXTERIOR FyTm .]�" EXTERIOR .mr .062" . �6" a .0g2• a 4.DSS Wr HANDLE WI/ryU RRF 2.655' 3.3R5' \\111111 q//( LJLLlssi^ -1 1 .`.r,POJAI ....... ...N21Fe • • SILLRISER. DOXI' 1B' SILL RISER BOX 21 SILL RISER, BOX S&L RISER. BOX �\ Nw 58)p6 :FP 23 25 _ 3} - MEDIUM, 3.1w HIGH, lV- FLUSH. 1-0/2" LOW, 2-1/2° * _ " NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-0 1010]EdWGLOGYORN£ mYm' 'O•n ''. S N. vEwre, sxs�]s PANEL TYPES :,Fss.`1oa.Dn•: 'G�? 'z/ �CNAL JR XVW) wC NO CHANGES THIS SHEET. ° °FA°A6 °3 SERlE5770 ALUM. SGO-LM IMPACT ']rl JR -1 JR iLV10/14 �[wmsr/Odvl NL�Xe�YBI MLDl\`` ® e^�'"++'0.LYNNMILLER P.E. 6C6]M NTS }7 e7? P0T0139 C PEA 65]R5 ASSEMBLY DETAILS (SEE SHEETS 12.14 FCR FOR INSTALLATION DETAILS) eb ai el — Gi 2-TRACKJAMD 6' LONG CLIP P 105 i0e � WIRETAINER6106 1t3 MIDSPAN (SHOWN WITH 5 FIXED PANEL TO THE INTERIOR) TRACK EXTERI a 21'RACK WISCREEN D FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 0, SHEETS 8-8 FOR DP (PSF) ASSOCIATED WITH STILE. NO 108 Fl1LLPANEL JPMatENGTH t10 OR81 105 14 p0 0T-1 qqpR 1581 li G3 Bp OR 81 15 OO 2-TRACK JAMB (SHOWN 5 SEEDETAILGI WITH FOR FIXED OPERABLE pp00 n 80 PANEL CLIP PANEL) acKPAq} SEE DETAIL G2 1ss H2 >5 a 10i-11 FOR FIXED 5 so oR al PANEL CLIP tog 18 17 G4 2-TRACK JAMB 80 OR 61 E%TERIOR EXTERIOR TT EXTERIOR _EXTERIOR WISCREEN 32RACKJAMB 3-TRACKJAMB 4-TRACK JAMB 4-TRACKJAMB Fit (SHOWN WITH (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXEDPANELTO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 3EE DETAIL ON SHEET IS 121 SEE DETAIL ON SHEET IS EXTERIOR a PRODUCT REVISED 9o11ding D11 nJ WIN the Florida MAX. UNIT as 17-0420.12 HEIGHT PER TABLES I-3 �plrtlon Dat0211712020 4-TRACK F FRAME SILL 1. SGD-WINDOW - LMI mwar 18 + 22 PGT0120 3H 1} �` No. 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR Bi 113 ne 1n I.1 EXTERIOR �7 EXTERIOR a 90' 90' OUTSIDE CORNER �WITHH STTILE, Lt WITH STANDARD SSTILESN80 VY DUTY B1 rvt 2TRACK SHON EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED (BOX OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) Cr mO© 135- OUTSIDE CORNER Ot 2-TRACKSHOWN INTERIOR ID EXTERIOR 135' INSIDE CORNER 2-TRACK SHOWN 90° INTERLOCK 5 11 ' ITEM 961 (HEAVY-DUTY T STILE) SHOWN, ITEM N60 (STANDARD STILE) ALSO 90' INSIDE CORNER APPLICABLE, SEE TABLES 62-TRACK SHOWN 1-3, SHEETS "FOR DP (PSF) ASSOCIATED WITH STILES. PRODUCT REVISED as complying with the Florida 31 oPART amiding Dada NCA-MG. 17-0420.12 a mT-n 7s6 Ezphaliaa list,1712020 QINTERIOR � ' / _ * r N0. 56705 T •'_ cEnr. GFAu]Rrmxs f ..-�,� SERIES 770ALUM. SGD-LM IMPACT 'r111'I^111, fb'Jf] �C NO CHANGES Tf1AS 511EET. L-1\ \ 1LLl west x,. are e* A.LYNNMIL R.PE. JR O -J� SGo-]ro NM 19 122 . -PGTO139 C P.E 651705 n JR 1WW14 I Item GT# .G. PGT# Descripton 1 tl17308 2-TRACK HEP➢ 2 113D3 617M 2-TRACK HEAD WRH SCREEN RAL 3 Inn 61ZS09 3,TRACK HEAD 4 11312 617312 4IRACKHEAD 5 17314 6IM14 FMESCREWCOVER M 6 1TSV GIM17 FRAME HEADIJAMB AD04ON ] 17304 6I73N 2-TACK SILL 8 1]3D1 617301 2-TRACK SU WITH SCREEN RAIL 9' 173W 017307 3-TRACK SLL 10 Into 617310 4-T2ICKSILL 11 IM13 SIM13 FRAME BILL IMCK INSERT 12 17315 617315 FRAME SILL SCREEN ADDON(SEE NOIRE 3) 13 1T316 BIT318 FRAME GILL SCREEN END ADOON(SEE NOTE 3) 14 11906 017305 2-'RWCK JAMB 15 17902 8f7302 2TRACK JAMB WRH SCREEN PAIL 16 1T305 B17300 11RNLKJA4B 17 P311 1 017311 4-TMCKJ D 1B Inn 617322 SLL m6ER-FIAT,FLUSH,1-12" 19 IM19 017319 SILL RISER - BOX FLUSH, i-VT RO 1T321 WV821 SLLRISER-FLAT, LOW, 2-1Y 21 1T310 61318 SLLRSER-BOX LOW,2-in' 22 17355 617355 SLLRISER-FLAT, MEONM,3-114' 2] 17354 611354 SILL RISER-ECK MEONM, 3-IM 29 1732T 01T023 SLLRISER - FLAT , HIGH,V 25 175SO 017320 SILLRISEN -BOX HIGH, 4' 20 11333 617333 POCMTPROOK 27 7070 6700 NEOPRENE BULB WSW FOR P-HOOK 2B P334 W17334 POCKET P4100K MOUNT 29 17335 011335 P4100KCOVER 30 17"a POCHETP3IOOKFORBOXRISER 31 1T3]W 6D378817398 135CORNER 92 1T310 tllm]e 135 FI>ED MOUNT REAPS 4053 ARE SCREEN PARTS: 40 4319 012158 SCREEN SIDE PAL -LOCKSTI-E 4T ]LOCNWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 01% 88152 SCREEN INIEf6.00K POAPTER 44 44M 0442D SCREEN DOUBLE INTERLOCK 45 4317 SIMS SCREMTOPMIL 46 4318 612257 SCREEN BUTTON RAIL 41 US 75RAZ STANDARDROLLER 40 668 7STANDARDROLLER-ST. RAX S' STL 49 43U U344 SCREEN ASlMOAL 50 17349 817349 OM SCREEN ASTRAGAL AWPIER 51 RN 61682 SCREEN SPLINE-.IW 52 IWN 61694 LINIW 6CREEN SPE-. 53 61810MO SCREEN CLOTH 54 V25 112'XP X1116" SET. BLOCK, NEOPRENE B5+/S 55 17M I-xVAL,v, SET. BLOCK, NEOPRENE N-+ Item DwgT# I PGT# I Description WO 17325 1 617325 IPANEL STILE 81 173M 617326 PANEL ENLE(HEAVY WIN) W2 17327 617327 INTERLOCK ADAPTOR 87 1225 M48 VINYL BULB WSIP.-THIN 014SNE INTERLOCK) 04 17N 71729 SILL EN D WIATHER5IRP PAD 05 17323 617MB NTERLOCKSCREWLOVER fi7 1T30 617329 ASTRAGAL 06 17339 617339 HEAVYDUTI'ASTMGAL 69 IM24 017324 TOP & BOTTOM RAIL 70 173W 417350 WEATHERSTRIP EXIENSON INJECTION MOLDED) 71 16% 71695 1-1T2'X1"X314" HIGH FIN SEAL DUSTPLUGS 72 8151 18153X TANDEM ST. SIRL ROLLER ASSY. 73 0163 761ON TANDEM NYLONROLLERASSY. ]4 SUCONE DOW-899, DOW-995 OR 0E-7700 75 m85 78I85X GEMNI MORTICE 3,PLY DIVLL LOCK W7LONB TRAP PLATE 70 71MMFPFX 91032 X V FL. SS SCREW W/TYPE "F"TIP 11 1103239 I(M STEEL ZINC UNUT 79 IM57 B1]357 VIS BEAD 80 17359 017359 WIVDEADTFDSDPANELCLP 3V 17360 01730 BMW DEAN 82 1224 UP247K VWYL BULB WEATHERSTRIP 83 61745 1745 NEWS INC, 1/2' X VIV SGL SIDE ADIL TAPE, POLYETH. IDO SEE! 4BOU ROLLER ADL HOLE PLUG ' 1U1 12087 JAMBBUMPER 102 1096 71B9B IMUPLUO I.3 8186 70188X I'KEEPER 104 653 ]601(EFP SCREEN LOCK KEEPER 105 17344 0173" 1 F)ED PANEL CLIP -0"LONG IN 17352 617352 FOED PANEL RETAIN Ell -890" 107 1739 71739 HANDLE KW- IIIERIOR MIRED WITH THUM0 TURN 100 1]40 71740 RANOLE KW- BASED EXTERIOR NMDLE 109 1731 78IMN HANDLE KIT- RECESSED NIERIOR WITH THUMB TURN 110 R32 18178 IWNDLE KIT- RECESSED EXERIOR PULL III j710X34PPSDAX #10 X3/4' PKPN. TEN -S.S. 112 1235 07516 WSTP,.2m X.In -FN SEAL In 1112 64060 .AR'X23Tf1,SEA- 1f4 71=15PPX M10Xt-VP 115 71WPT 91OX1' 110 720XIX 114-20XI'S.S. 117 72DX412X M440X1-I2 S.S. 118 173311 617338 90 DEGREE CORNER RECMER 119 T7337 111111 90DEOREE OUTSOE CORN ER ASTRAGAL 120 1]338 tl117330 900EGREE W61DE WPNER ASTMGAL in 11352 817352 FUEO PANEL RETAINER iTB" NOTES: 1) ALL ALUMINUM = 6063-TO 2) ITEMS # 33-39, 56-59, 66, ]8, 84-99, 12l & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 311W MASONRY ANCHORS @ 24- MAX. O.C. PRODUCTREVISED as COng lyong with the FlorlBa NOA-No. 17-0420.12 Eapiratlon Data 02/17/2020 *. No. 58705 %SFSn RDRIOT`..Cn�. ` h------- I cEM.OFAt]M. /]BMe I JCl'4ICJ//V HLUM.JbU - LIV771V/r/4L1 a JR OAOYI] �C NO LHANOE6TNl65HEE1. mvmbvlaw LJ D lyyy,y- amvxa ^F A. LYNN M4LER P.E �^'°T� � Baaaaa BDo7m MTS ZO a22 PGT0138 _C P.EY5B705 5.069' 8.662° 0.080' 1.271° 1.506, 0.081" O1 2-TRACK HEAD I m 4-TRACKSILL (6063-TB AL) (6063-T6 AL) 6.198' � rTT7m 1. 0.087° O2-TRACK HEAD WI SCREEN TRACK (6063-T6 AL) 6.626" 0.080, -( .505" OB 3-TRACKSILL (6063-T6 AL) 7.106" 6.221" 0.080" '1211' 1.505" OA81' O3-TRACK HEAD O2-TRACK SILL W/SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 9.142" 4.49" _{ 0.080" 1.21 T 1.505' 0.081' O4-TRACK HEAD O2-TRACK SILL (6063-T6 AL) (6063-T6 AL) tJ-U 0.082" 0.532• LT 0.760" 11 1.280° 0.0fi0" 1.516" 1.990" OAO NHEADlJAMB SCREEN 1s AO -0N ILL SCREEN 13 FRAMEEND SILL SCREEN (6063-T6 AL) (6063-TEAL) (6063.T6 AL) REQUIRES MIN. 410 SMS REQUIRES MIN. NIO SMS OR 3116"MASONRY OR3/16'MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS ® 24° MAX. O.C. ANCHORS Q 24• MAX. O.C. crxr. oPAunaerszea 2-TRACK JAMB W/ 15 SCREEN TRACK (6063-T6 AL) 15" i6 3-TRACKJAMB (6063-T6 AL) wr.. EXTRUSIONS SERIES 770 ALUM. SGD - LM IMPACT a . scwro NTS 1 21 =r 22 1 PGT0130 0.062' 1.079° 0.081" SCREEN 4o STILE (G063-T6 Ay @.069' -I (-�- 1.045• 1.9970.002" 014 2-TRACKJAMI 45 SCREEN OTOP RAIL ( 6063-T6 AL) (6063-T6 AL) R 4-TRACKJAMS (6063-TO AL) F+- 0.875° jy I t.993" I L�- 6.6sz^ 0SCREEN 46 BOTTOM RAIL (6003-TEAL) PRODUCT REVISED as iePI ' with the Florida tln0 �oo Naa-no. 17-0420.12 E.plrnlmn aPla02117/2020 �} NO.5870S A.LYNNMIp R.P.E. P.Ep 58N5 0.718" 0.83° 3.802" 0.752' 3 So 0.7.1 0.885" 0.574' 0.786" - 1.163'I 0.062' O.D80" 0.062' 1 FRAME JJJJJJ SIHOO LL OD75 P-HOOK MOUNTING 023P-HOOK SCREW OSCREWCOVER TRACK 26 P-HOOK 26 ADAPTOR 29 COVER 0.060' 30 P063.T6 OR BOX RISER (60Wr6 AL) (6063-T6 Al) (6063-T6 AL) (6063-T6AL) (6063-T6 AL) (6063-Tfi AL) .155' 2.30 0.080' 0.830" �- 2.44" 31 136° CORNER (6063-T6AL) W411' .0800" 82 135- FIXED MOUNT (6063-T6AL) 40d.126" 5" O STANDARD ASTRAGAL (6063-T6 AL) 4' o.a6z' 1.600 - 3.125' ap STANDARD STILE (6063-TG AL) 3.979" 0.075° 1.895 0.28V Be HEAW DUTY ASTRAGAL (60fi3-T6AL) I � 4.125' 0.062' 1,3 4" 0.133' i.g00 F - 3.125" 91 HEAW DUTY STILE (6063-T6 AL) D4- 325 68 TOP/BOTTOM RAIL 79 GLAZING 80 7/W GLAZING 61 9116"GLAZING BEAD I.G. BEAD, FIXED BEAD PRODUCT REVISED (6053-T6AL) _ plying with the Florida 6083-Te AL PANEL CLIP 6063- G Y ( ) ( TB AL) Bmmme (8083-T6 AL) NPA-Nw 77.0420.12 1.739' +y 0.325' 0.062" INTERLOCK INTERLOCK ADAPTER as SCREWCOVER (6063-T6 AL) (6063 T6 AL) 1 OW .BJ1I1�' f .48 045° 045" - D45" (- 1.003" 1.D3" 0.7''7- 0.050' E. 0.080" l J q Oi0s FIXED PANEL CLIP (6063-T6AL) 0.709" 2.893" 0.133" 1.498" qgg^ .550" -'-IO.B831�- D.o60" L ' 0.709" t23 FIXED PANEL RETAINER. 7IS' 5.621' D.080" - --- (6063-T6AL) 2826" 1fe 90- 0UTSIOE CORNER ASTRAGAL FIXEDPANEL fl890° CORNER RECEIVER (6063-T6AL) tab RETAINER 9/16- (6063-T(IAL) (6063-T6 AL) CEM. OFAUTH d2W&I GGO- M 5.621" 0.133" 4" 120 90° INSIDE CORNER ASTRAGAL (6063-T6 AL) 22 n 22 1 PGT0130 E.,I.tlea Palo