Loading...
HomeMy WebLinkAboutNOASCANNED BY MIAMI•DADE St. Lucie County MIAMI-DADECOUNTY PRODUCT CONTROL SECTION DEPARTMENT REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE 11805 S W 26 Street, Room 208 E ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive, Nokomis, M. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the a building code. This product is appr as described here nd has been designed to comply with the Florida Building Code, includiag the Hi Velocity Hurricane Zone. DESCRIPTIO : Series "SGD-670" Alumi m Sliding Glass Doors w/ 90e & 135e corners -NI APPRO VAL DO ENT: Dra o. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impaef, , sheets 1 through, of 22, prepared y manufacturer, dated 02-02-14 and last revised on 04118/17, signed and sealed by Lynn Miller, P.E., bearing the Miami -Da County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Mi a e Cbunty Product Control Section. MISSILE IMPACT RA G: None: A roved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height & width per tables I thru 3. See sheets 6 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for straight configured units, sheet 11 for corner units and sheet 14 for pocketed units. Pockets & Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 16-0629.03 and consists of this page 1 and evidence pages as we as arm j document mentioned above. \ The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMRNMECOUNTY NOA No. 17-0420.09 • , • 1Expiration Date: April 07, 2020 proval Date: October 12, 2017 top 11 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13NUTTED 1. Evidence submitted under previous approvals A. DRAWINGS I. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 tbru 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 06109116, signed and sealed by Lynn Miller, P.E. B. TESTS 1. REF 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/ TPS, 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, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980, FTL- 5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales, P.E. (All above test reports submitted under files # 14-0123.11, #11-1018.17/409-0826.13) 2. Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202-94 Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports NOFTL-7554, dated 11/01/13, signed & sealed by Marlin D. Brinson, P.E (This file has addendum letter dated 08/14/14 & marked -up drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11-13, all issued by Fenestration Testing 3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and AT172138.01-401-18. 4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08). C. CALCULATIONS (submitted under file 914-0123.11) I. Anchor verification and comparative analysis dated 03118114, 06/25/14 and last revised on 01/30/15, sheets 1 thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTMS-1300-02, -04 & -09. ( l1( haq I. Cbanda, P.E. Product Control Examiner NOA No.17-0420.09 Expiration Date: AprO 07, 2020 E-1 Approval Date: October 12, 2017 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file #14-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5a' Edition) and "No financial interest", prepared by POT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 15-1013.14, expiring April 07, 2020. 2. Test proposal # 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5a' edition). 4. Test proposal dated 6/4/13 & 09/12/13 approved by Jaime Gascon, P.E. 5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08/09/17, complying with FBC-217 (04 Edition), prepared by POT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTMS-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5's edition) & FBC 2017(6" Edition) and letter of no financial interest, prepared by POT, dated 04/18/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA # 16-0629.03, expiring April 07, 2020. Ishaq L Cbanda, P.E. Product Control Examiner NOA No.17-0420.09 Expiration Date: Apri107,2020 E-2 Approval Date: October 12, 2017 SERIES 670, NON -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 & 5. 2) DESIGN PRESSURES: A. NEGATNE 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, ASO. 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 SHALL MEET THE REQUIREMENTS OFTHE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6.14. 4)SHUTTERS ARE 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 NONS, ANSI/AF&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.5254, FTL-5979, FTL-5980, FTL-5987, FTL-5994, FTL-6002, FTL-6034, FTL-6035, FTL-7554 AND AT[ 72138.01.1401-18 TABLE A• Awpor Group AITYPa Fmme Hamper 6uginh mt.0, DINn4e MIa OIWnn FinM4men101 WWI W.II ee A A12183 SMS, (FpWI Wt. F,T BS kd) 012410 SS SM% (F,-0MI. Fu^110 ka9 All SoudIem Pim(SO-0.55) WIV L8' 13r GOl ANminw0 wr WIG, 0.09r 'ASS also! 3Ir MGM O.osw Gr. 09 But StW 3Ir site- 0'UT (iG G.) 110 Elm AOpm-Gtm® Fy- S7 kd, Fv,86 kof All COncmle In 2.22 HSI tow 3' 13G' h b I P4 k Hied Block W 030) T 3' r Jempl P4wok HMl0w SWk TMC30 r Y 1-114' NI SOUNam Piro ISO.0. 1' 1. 13r B 012 Steal Isms (Or S) WAJ.o13DIW:&p;Yo melal.0 Visa) All SouthusPpe(SG-am) WIS. lr 14W MLR, w Sltr tow A98 Stlel SIB• O it 0.O50' G. M Steal BIW Lr wir o.04S 18G O III' Elco UlnConb F,•155 kd, F. in III NI Concmla (min 2.55 ks9 1' 4' 13r Jempl P4 ok lMow Bbck(ASTM C80) 1' r I-IM TIC Elco,.Rm P& Fe WF„- d AO I Gnomle min.2 a 2-W r 13fr Jmppll BbM TM COD 2-I/Y V 144' Block ASTM C90 2-112' 8• 1-Ur D lie 410 as ElcoC Wrmx® Fy, 127.4k.l,F, UI9.7ka1 lloe4l 411, 1 GnomN mA.3.WkM 1- 4' I3c J p/P4vmk Gncmm min. 9.95 ke1 1" G' 13n• I-11Y All I SOUNem Plro SG • 0,55 1' 1' 1 138` 1)MERE SUB IONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE, 3)FOR STEEL STUDS, MIN. FU =45 KSI, MIN FY-33 Mi. 4) RUED BLOCK VALUES MAY ALSO BE USED IN 1401-LOW BLOCK APPLICATIONS. 6)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THATA MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE ANCHOR NOTES 1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-0ADE 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 SHEI TABLE B, SEE DETAILS ON SHEETS 4 & 5: 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2' THICK MODUC F REVISED Glass Description (Listed from E)derlor to htedcr) PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS uowW7M do n. Dwy. TYPG INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS AxagnCiswNo17-042e.dQ GI 8/1r TE EREDG ss DEPICTED AS ZX ARE 1-1/2'THICK 0R GREATER, IX AND 2X BUCKS hFpMkr. D.Irnva 7zpJQ f/4.7EMPERED cIAs (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DES IGN AND INSTALLATION IS -vw„m D GLA59.sIr ADYSPACEiM1G'TEMPEREI1 GLAss k¢aIp Cocry THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF GM I-I.G.:IWTEMPEREDGLASS41?AMPACE.114 MMPEWDGLASS RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. DESIGN PRESSURERATING IMPACTRATING SEETMLES1,2830N NOTRATEDFORMISSILE SHEETS 6.78E IMPACTRESISTANCE WOES STANDARDS USED: .2017 FLORIDA BUILDING CODE (FBC), GTH EDITION .2014 FLORIDA BUILDING CODE (MC), STH EDITION OASTM E130O09 .ANSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL ADM-2015 ANSI S100,12 aNSC360.10 N0TES.............1 C0NFIGS.......... 2-3 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSUR """"".6" 51F SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS 111IIIll DESIGN PRESSURES.......641 13k 7 INSTALL DETAILS ..............12-14 NOT REQUIRED. 13400 P NON -SHRINK, (D N E BY OTHERS) E RS) M GROUT, ; � O / MAX. 1f4'THICK 8 3400 PSI MIN., (GONE BY OTHERS) MUST FULLY '" '�( ELEVATIONS ..................... 15,16 4;`�WENBp'•. .I CROSS ECTIOPES......... 17 SUPTHE SUBSTRATE, E, TIRE LENGTH R THE RSILL OADT ISUBSTIGHT ATE.TO �}�,: PARTS SECTI0NS...... ......18,18 SUBSTRATE IS TRANSFERSHEARLOADTI SUBSTRATE. IF _ �y�05 PARTS LIST ....................... 20 SUBSTRATE IS WOOD, 30#AN FELT PAPER OR MASTIC IS APPROVE = EXTRUSIONS..... BETWEEN THE GROUT HAVING WOOD SUBSTRATE, OR AS APPROVED """"'""" 21,22 BY THE AUTHORITY HAVING JURISDICTION. - III P1,OYN I C I DPDATED roFHGi017, REV. TABLES 1.238a fERD �A lu acnr�a wM Rvm. 4P,a✓-nvn-xmrna.r Knnln• oPlwrramrr r °^'a —c ALYPERWas asP.E PG7Df28 C PER SG) EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS - POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH MAX UNIT WIDTH LOCATIONS USING DETAIL "Jvf, "Je, °KW' OR "Ke INSTALLATION. EXAMPLE: 4-PANEL )O=IN POCKET (p) CONFIGURATION CAN BE NOM. PANEL WIDTH NOM. PANEL W TH A A p)O=p, PXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION PER TABLES W a PERTABL S 1-3 CAN BE OXXXp. i 2J90°8135"CORNER CONFIGURATIONS CAN BE A COMBINATION j 1 i OF ANY 2 STRAIGHT CONFIGURATIONS. 1 MAX. UNIT HEIGHT / is i��Q i 1 1 IF MAX. U IT HEIG / 1 IpQ c 3 FOR NOM. PANEL WIDTH, SEE TABLES I-3. ) i8 TABL S13 jFqq�� 'X°=OPERABLE PANEL, PER TABLES I.T PER °O°= INOPERABLE PANEL, POCKET DETAIL LETTER r - r W = WOOD OR METAL INSTALLATION -PANEL 2- L "d'=CONCRETE INSTALLATION GURATIONS + tWIDTH C GURATIONS + + 1 LSHEET NUMBER MAX. UNIT WIDTH MAX. UNIT H DLO WIDTH = NOM. PANEL WIDTH - 7- HEIGHT = UNIT NOM.P N NOM. PANEL WIDTH fs HTO O DOOR UNOR HEIGHT-1HEIGHT 0186" PE T PER TABLES 1-3 --PANELHE __- Ml NOM. P PE TABLES 1,3 MAY HE PERT! 11" II ill m IT WIDTH HEIGH - ie�� iv iD m (%Y7® iV QJ iV ifl fEIR� UNIT m GHT fE1iFl m Ql Vl iVLES 1-3 5-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH MAX. UNIT ° HEIGHT EE PER TABLES I-3 g� L �fE?♦f©�it NVENICER91775 (811)amm C ..CFAUMdN2B9 rocXtT CORNER, TYP.1 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) ER/ES 670 ALUM. SGD s mo NTS 2 = 22 * : No. 58705 EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-7/16- @ 96- HEIGHT 300-1/0' @ 120' HEIGHT NOM. PANEL WIDTH _ PER TABLES 1.3 I MAX. UNIT HEIGHT, 1 96' OR 120" 1 m m m o m iU 9, i7 Qm7 m m m m ill m ik1 man 6-PANEL CONFIGURATIONS MAX UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT It HEIGHT PER TABLES 13 1 NOM. PANEL WIDTH _ PER3 TTI{TABLES1' I MAX. UNIT HEIGHT PER TABLES 13 I Ei S,19:h L41R: acD lT.ltnT..G'a �a®{EaHli2a ikl Wm m mI I� J W 7-PANEL CONFIGURATIONS i3 . I_ �aiEliCa®iCa® f[1 fFl iV � W m N fm6'1 � iV �l N imE'1 W 8-PANEL CONFIGURATIONS NOf GESTNISSHE I C ..OFA11OlfMhtl CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL'JW, "Jd,'KW OR'Kc' INSTALLATION. EXAMPLE: 4PANEL 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 - of = WOOD OR METAL INSTALLATION ® '"e=CONCRETE INSTALLATION 4—SHEETNUMBER DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT= DOOR UNIT HEIGHT-1,866" k� I I I k IB€ I Fucker I I 1 a i EXAMPLE CONFIGURA77ONS SERIES 670ALUM. SGD - NON -IMPACT apr scpa�G N75 1 3 122 PGTOITB monucr Y LY N Nry GLAZING DETAILS (G1 & G1A) 3/16' T GLASS 74 E%TERIOR 82 a 3/4" NOM. GLASS 78 BITE EXTERIOR 54 3/16" TEMPERED GLASS, TYPE G1 1/4" T GLASS 74 1g0gC[fqEVq{® � werbNeviK �k RaYa EXTERIOR boq�p Ceee a 3 �. G GLASSASS pa ,w«tcmaq BITE 7e 54 p11\I111/ii� 1/4" TEMPERED GLASS, TYPE G1A, `.�ENse No, $8705 GLAZING NOTES: io7o70xnxaogvgruvE � "r=TEMPERED N.YEMLE,Rd4115 GLAZING DETAILS '�s `•�aRIDP. \� A rERr. GEAunr aaeme SERIES 670ALUM. SGO-NON-IMPACT A Wp5�f7 C NO CWINGES7RI5 SHEET, �'� NN fR.P£ '"' ALYPlEx5a JR 012M1d p141"1CBP•% 5Ggdro NTS 4 +22 PGT0128 C P.E.%50705. GLAZING DETAILS (G2 & 132A) SILICONE HOT -MELT BUTYL 1' NOM STRUCTUML STRUCTURAL SILICONE 1!4'NOM. FOAM 311TNOM. POLYISOBUTYLENE WITH 3/16' T GLASS WITH DESICCANT DESICCANT 513' AIR SPACE EXT. GLASS M. GLASS 3/15' T GLASS T4 E%TERIOR INi. GLASS INi. GLASS B3 tz4-127 3 KODISPACE SUPER tr m . 45G TPS SPACER®NXTT° GLASS tass BITE 76 65 ALUMINUM �" I.G. GLASS, TYPE G2 REINFORCEMENT POLYISb DESICCANTFILLAREA BUTYLENE WIWNOM. NICNOM. SEAL BUTYL b SILICONE SEAL DESICCANT ROLL -FOR FOAM STAINLESS STEa EXT. GLASS V NOM. EXT. GLASS 1!4' T GLASS 1/2' AIR SPACE IM' GtASS INT. GLASS NLODUCTREY® 1/4'TGLASS TO Oefl'W 135DURASEAL® to XL EDGE OSPACER OSPACER �y �°°Gi1V 76 �^y� ���rl�^M2^•oy EXTERIOR 69 as D�Ay Uz 127 3!4'NOM. Perta Description GLASS BITE 79 55 11tIlYNN REFEPENLE TESTREPORTS: FIL-0717, B558b89T0 �N� sN?fi7''� 1" I.G. GLASS, TYPE G2A NO. 58705 �� ��'�•' 0 7 �� GLAZING NOTES: T=TEMPERED tOA TEOP9LO0Yogl4E M� mw6 GLAZING DETAILS '. CCS''• Og10P,.�G�l��� " c" CSRz0FAUMMm SERIES670 ALUM. SGD-NON-IMPACT ✓n 7 No cxwces Txa SHEET. JR 02 4 amnia bYiOWe NTB $ e 22 PGT012B C XLYNN MILLER PF P.E#5am5 Materiel 124 Krenmeding 4S0 TPS Spaeer System 125 Ouanex Super Spacer nXi with Hot Melt BuM See this 128 OuaneX Dumseel Sheet Tor Materials 127 Cardinal %l. Edge Spacer Design Pressure (DP) and Anchar Quantitles Requited, (Tor all approved configurations on Sheets 2 & 3) ForcPmmesbagd mlchme0a on 90'or IJ carerunds,amshae1 II Tede epplas last Glmziyllea en0 i6e Sllle/Adm9el typos edoam adow. Pos'IINa(+)TW=y W IMXad by Table 10. Oomual helgN B 1B' 0 �, 1„ l0' 0 gncMr uD c or muD Mc6 mup Mcly coup A B c 0 A B c 0 A B C D A B c D Das'nPetasam +Wol-127.1 +90.0/-120 +90.0/410.8 +900/-1029 17' thoUsat GH GN U+1 G+1 G+1 GH GN GN GH GH GH GH CM1 G•1 GN G+ �. DLO Jamb 10 8 0 B ID 8 8 e f0 B 8 8 10 e B B P-hmk B+) BH BN 6N 1+B HB YB T+8 7•B ]•8 AB 7•B 7+8 )+B 1+8 Ih0 Cason PllRs'01e •90014013 +W..0/40101 +90.0142.2 .85.3/45.3 HeedZift G+1 GN CNt 1 c-1 U+1 G•1 G•1 G+1 C4+1 U.1 U+1 G+1 GH GH C6 DLO June 10 6 8 B 10 B a 8 10 B a e P-hmt 6+1 fiN 0+] B+T H8 1*0 ]+8 i•B 7+8 7+8 1+8 T• 7.8 7+8 AB ]+0 U nPlacvee +90.0/42.9 +a 31473 +900/40 +]36/-ml) HaadBB C4.1 C4+1 c1+1 G•1 G+r G+1 G+1 G+1 G+1 G•1 G+1 +1 GN1 GH OP1 GN 0 Jamb 10 B B 8 10 8 0 B 10 B 8 a 10 a 8 B PLmk B•T 6-7 6-7 6+7 a+e 7+0 1+B i+B ]+0 T+8 ]+B 1+0 ]+8 7+B T+8 .6 'nP.. +a17/43J +70.414&4 +71.a/d1.B +2' 35' IteadMul 2 G+2 G•2 CI+2 G•2 G+2 G+2 G+2 G+2 Gn GH G+1 GH UN G+1 GH R. ❑tD J9nb 10 B 8 8 10 B B B 10 8 e 0 10 B 8 8 P-hook 0+T . 1 11 . 7 T+B hB NB ]+B T+8 78. 78. NB T+8 ]+0 ]•B T+B Oas nP.ime +n.t/.7)e •120/-T3 +615/45.a .moo-60 41- He iii Un U•2 G+2 G+2 G+2 c1+2 O4+2 G+2 CA-2 G+2 U+2 1'An GI-2 c1-2 01+2 01+2 DLo Jamb 10 1 0 a 6 10 0 8 a 10 8 a 8 10 B 8 8 Pdow, fiN B+7 8+7 8+] +B ]+B )+B )+B ]+B 7.0 7+B . 7+B 7+8 7+8 i+0 lesson Pru . +r25/-m!i +6UA6L 4 1.0/ +6di +5A)/4,1 4r Hmd501 G+2 2 Gn C1+2 fAn Gn G+2 G+2 La•2 G+2 C1-2 C4-2 eN2 Un Gn G+2 DLo Jamb 10 8 8 e 10 B 0 e 10 8 8 8 f0 8 B B Plink fi•T 6+] 6+T 6.1 ]•6 7.8 T+B AB 7+8 1+8 l+B ]•B 7+B T+B NB T+B nPrmsue +69.1 /-hAt +640/-6y +5L6/L].B •506/410.6 m, ST HepdSal G+] U+3 Un Gn U+2 Gn G+2 G+2 U+2 G+2 G+2 G+2 G+2 G+2 G•2 Gn DLO .am0 10 8 B 8 10 8 B B 10 B 8 0 10 8 B B Plink fi+1 8• B•T 6N 1+8 I+B T•8 T+B 1+B 1.8 T+8 1+B 7•B T+8 1+B T•8 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. DLO WIDTH = NOM. PANEL WIDTH -r DLO HEIGHT = DOOR UNIT HEIGHT-10.125• PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866' SIII Height to Max. (+) DP (Water Infiltration Rating) Bill Riser Height (+) Design OH LENGTH Flel Ff�bl, see pressure,Psi 11 OH RATIO = tH HEIGHT = IIHLENGTH 00I OH RATI0 a I o¢ Ivv mR w SEE NOTE 3 TES. 1) OSITIVE PRESSURES IN TABLE I ARE BASED ON THE USE OF THE 4•SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4• SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4', 34/4'• AND 2.1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112' 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 1a-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 FOR PAIRS TO BE INSTALLED. TNF FTV I nWINr: STI F A ARTRAr1Al TVPFR RHAI I RF I IRFn Fr1R TART F 1 .CFF RNFFTR D1 A 99 Fl1R PART nIAAFUSIr1US LNnI SHFFTC IRA 1P PnP GSCFaIRI V OFT511 R Interlock P-hook Loclstile@Jamb Straight Astragal Assembly LockstlleED Straight Astragal 90'Astraga1 Assembly Lockstile@ %'Astragal 1S'Astragal Assembly L.dcatle@ 135-Astragal Standard Stiles Standard Stile Standard5tile Standard Sale Standard Stile Heavy-duty Stile Heavy-duty5ble Heavy-duty Stile HeaWdutyStile gar,,r_-'�-��1{'fiT���q Standard Astragal Cutdde Corder„ 1,`�1�—f a�,JJII. de Co+ Insi outside Corner InsCorner Coiner Corner Inside Dutside Corner Parte60(x2) Part560 Part960 Pan #60(Stile) Pan p6710.ttragaQ part NO PartD18(Sfll ner Receiver) partR119(OUL) Part p120 pn.) Paarrsd3l(&tle) (Corn.&Fxd Mount) Parte61 I�AOFAf)ntn➢Ae 6 - 22 1 PG70128 TABLE 2: DBBIgn P..... (DP) and An.hpl DYanMR$ RBqullad, (broil approve# a9n09ura#ona on 9heete 2 e 3) Fmcomalnaro al a chaq,o on 90• a Ia. aowrwN, arc "all T.W Claos t,m Naltrdl Na a pia ban aN flhes.WAtlra,dgp-.l U' BV Po• +02• 100 12P New. P.R.(+) DP so w1RILO -1d•me 9.I 0L BBfe•OLO 1. 2• 100.7la 0 IB may nmhea tr/TBtlBaA. rc Iwp -0 Ale rw m recap rc mup .fi rop ndw mup A B C D A B C 0 0. B C 0 A B C 0 A B L D A B C 0 A B WB Preaem + .0 -f 00 ASi.O aM0 -1za.0 +Po.O -110 .WO/-10a,0 Ra 1T .01 CN1 GH GH Gal GH CM1 Gat CN1 LCaI Gat GH GH GH GH GH GH GH GH fM1 U+1 GH G+1 G+1 Up GN Gry GN GH Gal GN CNt GH 31. aD JamD 10 a e a 10 e B e 10 a a a 10 e e e t0 ID m m t0 10 t0 m w to ro m 10 10 m 10 P-hook x.a »e Tea i.e 7.9 7w »B a8 ne 7+9 7.e ne i.e ne »a na a.a e.a w9 e.0 Bag 6.6 e.6 e.9 gam 9+10 9.ID wID en0 ealD w10 cam "TORT Pnoass +90.0/-141B 1010/-I33.6 +D00/A22.D +Oct"'. +Puol-059 .D00/SAI Mol-93.1 "TO1.7.8 ]0' a- a' 11a°alSYl W.2 CS+a CS++ CSaI Wa1 C5.1 W.t C5+1 Wal Wal Cw1 Csai WN Wa1 Wat Wal CSH WN C5+1 C5.1 W+1 G5+1 Cw1 CS.t GS+1 GM G+1 G.1 L5.1 W.1 C5.1 W+1 Is. Jamb lz 10 B a u m 6 9 Iz 1D a 9 12 1D e e ti l0 10 f0 iz 10 1D 10 12 10 ID 10 1x +o m 10 pJlwa 9w e.6 wB e.e 9+9 Bag a6 o+ e.e e.e a.6 6.9 w9 B+9 w9 are e.6 a.9 e.e 9.e e.6 a+9 we a.9 ..+0 w10 wl0 9.10 9.1. woo w10 9+10 Vvuv e't +500/-1210 +MO,41&1 +0n0/-IPo'.7 .8A01d 5 .90.141.4 +fl[3/-09J aB0.0/ti0.0 +ISa/-I&9 TO, X V9n W42 Wag C5.2 W+x C5.2 C5+2 G 2 CN2 05a2 W.2 CS+x W+2 W+2 C5+2 G+1 W+I 0a1 C5+1 C5.1 0+1 G' 1 CN1 CN1 GMI C5+1 CBH Lw1 LBN L5+1 Lw1 CNt C5+1 Me Jun,B 12 10 d a 12 1D e e 12 19 0 B 12 1D B B 13 10 1 10 10 12 10 10 10 tz 10 10 10 12 Io 10 10 PJIM B.B 8+B 8.9 8.9 w9 0.9 8.9 w9 8+9 8+9w 9 8.9 8+9too9 9 9 B. a.0 8+9 B+9 a+B 8.9 8+9 e+9 wB ..B Ba10 w10 w10 BHO 0.1. w10 w10 9H0 caw Pmaa. +9001.111.8 awo/-IGS .90.0/4o54 .BLBL828 'OT."f.9 1 N87/45l N0.0/d0.8 a065/£ss 36' 77-a- COK C5+2 C5+] Cea3 Cw1 C5+2 W.3 Wa3 C5.3 Wag CS.a W+3 W+2 C5.2 CN2 W+2 Cw2 Cw2 W.2 W.2 CMa C5+3 0.2 W.2 W+3 C5.2 Caa1 W+1 La.t L'»1 LS.+ WH la. .lass l2 10 e B 13 10 e B tt 10 B B 12 10 6 B 12 10 10 lD 12 10 10 to 13 10 t0 10 13 10 10 10 4E Po..R 0+0 8.9 B+B &B w9 w9 wB B+p 8+B 0+0 b11 wB B+B 8+9 B.9 6+9 C.9 ... ..B .10 . w9 8+9 a.9 w+o w10 w1a BH0 9N0 BHD A w10 mayn Pmaamp .Po.o/-1DZB a9aa/eno .eta/azJ .BD.9/-mo vae/aJ.e .aea/ee.e .eao7-0AD .ono/enD Y IbaalSlll W+2 C5+2 LSN Cw2 C5+2 L5.2 W+x C'w3 C5+3 Wax L5+2 C5+] W.3 C5.2 Wr2 W+2 C$+3 C5+2 W+2 W.2 CH2 Cw2 W+2 C5+3 W.2 C5+3 C5.3 Cw3 Ca+2 LHx L5+2 W+2 orIt• ao JUM 1a 1D e v to e e 12 1b a e 12 10 e B n m 1D +0 2 m m m R +a 10 10 12 m 10 1D PLeea Ba0 wB B.9 B+B ... ..0 a ..B wB ... ... BaB 0.B wa wB B+B b9 &0 B+9 B+B B+B 9+B B.B a.B 8+10 9.10 Ba1D wfo 9+10 w10 0.10 Bala U, 47- 0.D Vaagn Pressure 0,.0 +n.v-n.a aOB.e/dae .00/818 Npi B991 Bbk i011geB 61r6B IMN9b GH G+J GU G6 CN2 G+3 CNx CN3 U+2 CM2 C1+2 G42 CN2 C4+2 G.2 f 2 Jars t0 B B a tD 0 a 0 10 B B B 10 8 B 0 PJ,wF i+a NB +0 7+8 i+B AB 7+a 7+B Hd HB 7.B 7.B 7+B 7+8 Ta8 7.8 53' DID "o Premua +782/-iaa 1 +7J9/-IJJ 1+efl0/-080 aOcali o HeWSB G+3 Ua] U.] G+3 G+31 Ms G+] G+9 LM2 U+3 G+2 Ga3 fM2 CH3 CA-2U+3 Jamb 10 B B 0 1D d 8 8 10 0 8 10 8 B PJCeh ne 7w »e i.6 7.9 T.a na re T.a i.e ne Le >.e »a 7+E Tau EXAMPLE ON SHEET 9 THE FOLLOWING STILE 8, ASTRAGAL TYPES SHALL BE USED FOR TABLE 2. SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 19 & 19 FOR ASSEMBLY DETAILS Interlock P-hook Ladstile@Jamb Straight Astragal Assembly Lockstlle6 Straight Astragal 90'Ashagal Assembly Lockstile@ 90'Astmga1 135'Astragal Assembly Lockstlle@ 135'Astragal . Heald-duNStlles Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile HeaW-duty Stile Heavy-duty5tlle Heavyduty Stile Heavy-duty Stile Heavy-dutVSUle Standard Astragal Outside Corner „ Insitle [oTer I Outside Comer Garner Insi e Corner outside Cor ner Part p63 (x2) Part#61 Part#61 Part#61(Stile) Part #67 (Astragal) Part#61 Pan "I(Stile) Part #118 (Comer 11"elver) Pan #119(Out.) Part #120(in.) Part#61(Stile) Parts#31&#32 (Com.&FBd Mount) Part#61 NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4' SILL. 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. I- WHEN USING THE 4"SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. OH LENGTH 3)4'.3-1/4"AND 2-1/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-1/2" SILL IS NOT AND MUST ONLY BE USED i WHERE WATER RESISTANCE IS NOT REQUIRED, MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS 9 PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR Z �I OH RATIO 2 1 WATER INFILTRATION. x p 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 0 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH LENGTH J_ OH RATIO=OH HEIGHT 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SEE NOTE 10)OTELIINOLOOYORIVE 15' xv57JwF A3ar275 OPANDANCHORAGE ry104eo-}em CtAt �'WR= SERIES 670ALUM. SGD-NON-IMPACT JR OeD917 C REVISEDTA91EZ • Yam! B...W OnBF 04 ¢pr.IRaaar ® JR ObM4 aiarmAe®am sDDd7# NTS 7 a 22 PGT0128 TABLE 2A: Sill Height to Max. (+) DP (Water Infiroa#on Rating) SIII Riser Height (+) Design (Fiat he Bp$e¢ Pressure, psf 17 She ) et 77 Flush-1-1/7 see note LM-2-1/2' +40.07 Medium - 3-1/4' -60.0 Hi9h-4' +90.0 SEE NOTES 1-3 DLO WIDTH= NOM. PANEL WIDTH -7' DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" MtD06C f eEV� aappbl+amw lha3ftl!/a huWina Cade AaaWapa na�-p V7n.oq 4pheea8 on, r. rn l'i,•j, d• la MtOa' P CmMA^ 9 iCc A0 P.E. +/I& I �,j I I TARI E 3- TABLE 3Ar I I Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer entrees! anchorage on BR or i3S comer units, sea steel 11 TWO eppees to el Glass ypee and Bm sue/Amregal types shown below. P.Mto, (+) DP may be emitad by Table 34.. ro' Dam UNt 94' Hd ht 90 BB• 09- IV DLO T/a' DLO 7& / ' O Anphor Type chor pe Anchor Type Wr her Type A B C D A B C D A B C D A 8 C 0 De gn Pressure + 17- H4sE/Sill GN G+1 GH Gat G+i G+1 GH Gai Gal G+1 GH Gal Gat G+I Ga1 01+1 2P DLO Jamb 10 L B I 8 I a 10 I a 8 I a 10 a a a 10 1 6 1 9 Picok 7+8 1 7.81 7+8 1 7+8 T+B N8 7+B NB 7a13 1 7+117+8 1 7+8 7+8 7.8 7+8 T+B Design Pressure +W..0/459.5 +9a0/-15a3 +90.0/-138.2 +90.01-128 23' Hea Ysill Cd+2 G+2 C5+2 C6+2 C6+2 G+2 05a2 C5n C8a2 C6+2 C5+1 G+1 C8+1 Cea1 C5+1 C5+1 DLO Jamb 14 12 a a 14 12 B a 14 12 9 a 11 12 a B P4nok 9+10 9H0 B+fO 9+10 9+10 9a19 W10 9aID B+ID 9+1D 9N0 9+10 9+10 8+10 9+10 9+iD Desyn Pressua +90.0/-139.4 +90.0/-13a9 +9a0/-120 +K -170.0 29' I10adGIN W+2 06k2 Cs+2 C5+2 G+2 C8+2 C5+2 C5+2 C9+2 Cea2 C5+z C5+2 C8+2 Can C5+2 C5+2 DLO Jamb 14 12 9 I a 14 1 12 a a 14 12 89ae 1d 12 B B P-0hook 9+10 BHD 9+10 9+10 9+10 9+10 9+10 9+10 9N0 9N0+1 90 10 Ba10 9+10 B+10 9+10 Dodge P000. +9A0/425.5 +K0/-1176 +90.0/-IOZ3 +91001-987 4Y 35• Hsadsil 03+2 C8+2 C5a2 C5+2 G+2 C8+2 Gn CSa2 OB+2 C6+2 C5+2 C5+2 Gat C8+ C5+2 C +2 A DLO Jemb 14 12 9 8 10 12 a a 14 12 B 0 12 a P k B+10 9+10 9-10 9+10 9+10 Bam 9+10 9+10 9H0 9H0 0+10 8+ 0+10 9+10 9+10 9+10 Desfgn Pressure +A0.0/-11Q7 +90.0/408 +910/-98.2 +900/4h) 48' 41- HeaNSill Ca+3 C8+3 C5+3 0+3 G+3 G+3 C5+2 C5+2 C6+2 G+2 05+2 +2 08+2 CBa2 05+2 C5+2 DLO Jamb 14 12 a 0 t0 12 B e A 12 6 14 12 8 0 PJ k Wirt 9+10 8+10 9+10 8+10 9+10 9+f0 9+10 ea10 9a10 9+1D W 10 9+10 9+10 we Design Pressure +83/-83 +n..21-77.2 +69.8/-B98 47' HeaNslll G+9 G+9 G+2 G+2 G+2 Gn Gat G+2 G+2 CN2 G*2 G+2 Gn Gn G+2 G+2 DLO Jamb 10 1 9 a 8 1 10 0 a a 10 1 8 I a e 10 e a 8 PLsok 7+8 7+e 7+8 7+8 7+8 7+0 7+8 7-8 Aa H9 7+0 J+a 7+8 T+9 ]+a ]*a ties, Pre.. +79.21"19,2 +733/-733 +66/L6 +5B/S8 �, 53' IbaN511! G+3 Gf3 C4+3 G+3 G+3 G+3 G+3 Gag G+2 Gn C4+2 G+2 G+2 G+2 G+2 G+2 DLO Jamb 1D 8 a 8 10 B 9 9 10 9 8 a 10 0 8 e P4000k 7+e 7+8 7+8 7+0 7+8 J+8 J+0 T+a 7+0 7+0 7+B 7+0 1+8 1 1+e 1 1-. 1J+e Sill Helghtto Male (+) DP (Water Infiltration Rating) Sill Riser Heigh! (+j Design (Flat or Box, see Pressure, I✓si Shee117) Flush-l-1/2' see n0te3 Low-2-1/2' +49.B! High-4' +gp,0 SEE NOTE OH LENGTH OH RATIO 21 OH RATIO= OH LENGTH OH HEIGHT NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4- SILL. 2) WHEN USING THE 2-1/2- SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4• SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). 1 TABLE 3A. 3)4•. -1/4'AND 2-112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WH S THE 1-7/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER R ISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN ABLE 3 MAYBE USED WHEN THE DOOR IS PROTECTED BYAN 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 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN FOR EXAMPLE ON USING TABLE, SEE SHEET 7. REQUIRED. DLO WIDTH = NOM. PANEL WIDTH-T e) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. DLO HEIGHT = DOOR UNIT HEIGHT. - 10.126" PANEL HEIGHT = DOOR UNIT HEIGHT- 1.866" THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 3. SEE SHEETS 21 A 22 FOR PART DIMENSIONS AND SHEETS I & 19 FOR ASSEMBLY DETAILS. Interlock P-hook Locle;ule @ Jamb StraightAnragal Assembly Lockstle@ Straight Astragal 9WAstragal Assembly Iockstile@ 90'Astragal 13Y Astragal Assembly Lockstile@ 135-Astragal Heavy-duty Sales Heavy-duty5tile Heavy-dulyStile Heavy-duty5tile HeaWEuty SNe Heavy-duy5tile HeayyEutystile Heavy-duty Stile Heavy-duty5tlle Heavy-dutyAstragal =fq i� outside Comer Imideide Cor� Outside Corn Inside �� Corner Corner d Outsltle Comer Part N61 (n) Part 061 Part N61 Part861(Stile) Part #68 (Astragal) Part 961 Part H61(5111e) Part 0118(Corner Receiver) Part N119(Out.) Part 0120(In.) Part N61(SBIe) Parts 431&N32 (Corn. & Fxd Mount) Paftff61 REVISED 7ABLE3 I f�C0FAl1m1R�BB secure I NTS 1 8 w 22 1 PGT0128 IkODUCIBEy®® o sanpD49 atm tf<P1odle eww. DwJrlmra aW I—.,p c' � * No. M705 SEE SPLICE NOTE, THIS 24" MAX. O.C. 24" MAX. O.C. i 42" NOM. PANEL WIDTH a� EXTERIOR NOFRAME 'Bt9"P-HOOK ANCHORAGE CONSISTS OR JAMB (8) P-HOOK ANCHORS, SEE"C5"CLUSTER MAX. UNIT WIDTH REQUIREDQ (PERPENDICULAR TO GLASS SEE"C5"CLUSTER DETAILS, EXTERIOR DETAILS. SHEET 10 FOR PLANE) TABLE 2, SHEET REQUIRES'06" SHEET IO FOR INTERLOCK POCKETS INTERLOCK CLUSTER, SEE AND 42" NOM, DETAILS, SHEET 11 SEE POCKET -HOOK -___x x \ PANELWIDTH x JAMB MOUNTING x INSTALLATION, ADAPTER 8'MAX. I * x n THIS SHEET ANCHORS MIDWAY DI BMAx n xx n 8 SHEET 14 BETWEEN P-HOOK ANCHORS&AT 3" o' 9 FRAME A FROM TOP 8 14' x ANCHORS 96, BOTTOM "MAX. TO OPENING }O—C—;�� I I 14"MAX O.C. UNIT EDGE OF POCKET SEE �$ I® no=P-HOOK HEIGHT DETAILS c'8INSTALLATI7(c', Igo Io i0 Z ANCHORS END PANEL SHEET 14 & PART m o, M 0= P-HOOK -ANCHORAGE DETAILS'A S&1C, ®I I A DUNT 1 �0, r 3'MAX ADAPTERR (2 ANCHORS) SHEET 19 FOR P-HOOK oll�i ANCHORS �-___ 8'MAX. ' ANCHORAGE ANCHORS ENO PANEL x' xxxn xn n x x xx n•x n, x xRx ANCHORAGE (SEESKETCHBELOW)�y2- gNCHORAGE CENTERLINE e'MAX,TYP, ANCHORAGE ANCHORAGE ANCHORAGE DFPANEL 1 2.04" EXAMPLE: 5-PANEL, 2 TRACK, 90" OUTSIDE CORNER - DXWXXD - E)cT MOUNT POCKET ANCHORAGE PLAN _W 42" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) ANCHORAGE EXAMPLE NOTES: END PANEL ANCHOR EXCEPTION (41'PNCHORgGE 0NLY1' 1)APPROVED ANCHORS: SEE TABLE A. SHEET 1 r ...I-.-.,.- CENTERLINEOF __........_.. ... _.... ._...�. �.....�.. �-.. .,..----,-- INTERLOCK HEAD 8 SILL: 8" MAX. FROM FRAME CORNERS. USE SEE"CS"CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES, 'DETAILS, SHEET IO SHEETS 641 AT EACH INTERLOCK AND STRAIGHT FOR INTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE '+2"ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. 21" MAX. O.C. ti 5.8 6MAX. CENTERLINE JAMBS & P-HOOKS: 6" MAX FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14- MAX ANCHOR �2 TRACK OFPANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. "i2" ANCHORAGESEEEND PANEL ANCHOR PAIR REQUIRES CLUSTER SEE I —CENTERLINE DETAILS SHEETED CENTERLINE OF ANCHORAGE DETAILS, SHEET II INTERLOCK FORASTRAGALASTRAGAL (2 ANCHORS) 6" 4.051' � 3.5' I MAX. • I I�CENTERLINE 'LCENTERLINE RAGE 1� CENTERLINE OF PANEL `2"ANCHORAGE I OFPANEL4 "*2"ANCHOI 'OF PANEL SEE SHEET II FOR OTHER INTERMEDIATE ANCHORS SEE 'Cy CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL X. O.C. 4 PAIRS OF ANCHORS 2r MAx (TOTAL 8 ANCHORS) D.C. PERJAMB x »—I (SEE JAMB i DETAIL BELOW) END PANEL e'MA%. J� ANCHORAGE(SEE I SKETCH BELOW) SPLICE NOTE: NONSTRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. AIDRUCTBC918® Nxl,li nT�01lini •M614 Haef M MmylxenN 17-a,>n.nCj 6ssEwMA m.�+�'Lo IYGP oG CmwN� lv W * : No. 58705 ,. A-r- ^""*` cERr. a=Aum.nazro (�( �� SERIES 670ALUM. SGD- NON -IMPACT Tlln ililillf`s JR OINNf) C UPDATED EXANPLE TO NEWANGIOROWNiIiY. "�`_J�'-J _ _ P JR 02W14 ,,,L=gEA Tn� ® scOCTo NT$ B a 22 PGT01Y& C A, LYP .958M P.E. ASTRAGAL OR {.� ICEL TI ASTRAGAL OR SPLICE AS S ICE LOCATION WDIAG. INTERLOCK+? IF N D INTERLOCK�7 CON ON SE INTERLOCK EEDED 2.04' 2'�- CENTERLINE I CENTERLINE 'CO'CLU RDETAIL) CENTERLINE 3 7 7- 1.75 EM 1.75" S•5' 21" ET G. "DIAG. MAX. .C. 2.0 . 2. 2. O21' H I 5.69' EMrErTMAX. EMJE 4-DIAG. 7- 3.5' O.C. iEFIRIIXi 7• 'R�IOR T IRIOR v 2-TRACK FRAME HE /SILL v 2-TRACK FRAME HEAD/SI V 2-TRACK FRAME H 7' SILL 6' MAK ASTRAGAL OR INTE K ASTRAGAL OR INTE CK ASTRAGAL ORINTE STER (USE WHERE STER (USE WHERE 6 CLUS 2-TRACK ANCHORS ARE REQUIRED.'C4-) REQUIRED, -CS-) D,'C6 FRAME JAMB 6'MAX ANCHOR PAIR ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE INTERLOCK-1 INTERLOCK CONDITION, USE CENTERLINE I CENTERLINE "CB" CLUSTER DETAIL) --1 E3.5" - 3.5" 2.04' 4.06' 4.08' I EMJElW,OFt 7. F%TJJE''N�OR 7- 4'DIAG. EJRIE�'7IRIORv) 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME MEADILL V/S3-TRACKIFRAME IH�EAO- /SILL 0 ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C4-) ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,'C6') ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, DO NOT DFNTFRI INF USE THIS DETAIL) ASTRAGAL OR {SPLICE LOCATION INTERLOCK —I IF NEEDED CENTERLINE I �-I 1.75" 3.5' , IXTrE1RIOR V 4-TRACK FRAME HEAD/SILL (Q ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "Cm) ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE I -C6" CLUSTER DETAIL) 4-TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, 'CS') ASTRAGAL OR SPLICE LOCATION INTERLOCK -`IF NEEDED ocr CENTERLINE �L--.1 85. 2.04' p1 7- MYN ANCHORS MAY BE INSTALLED 21' EITHER IN THE EXT. OR INT. MAX TRACK(INT. SHOWN) O.C. I NOTES: 5.64- T. ALL DIMENSIONS SHOWN ARE BASED ON MIN. �I ALLOWED. I 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT 3-TRACKFRAMEJAMB P-HOOKSEESHEET9. ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION �IF NEEDED ---1 3.5- 1-- � 3.5- If 4-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REOUIRED,'C6') WITH & WITHOUT SPLICE CONDITION N. vEAucsa4m4 ANCHORAGE, EXAMPLE CLUSTERS I&1)aCPlbllp mrr. oFwm.amm SERIES 670 ALUM. SGD-NON-IMPACT gyapp�yfy 80u4m I NTS 1 10 a72 PGT0128 MIORucr BEV® ewinrcpw"a eeftAb Acapi�na No 17-n4�•.p' Cf�aY� na.�cyy�y * :• Noy. 58705 2.04' a NOTES: INTE*2-04' INTERIOR 2.04'7. ALL DIMENSIONS SHOWN IME0.10g 7' ARE BASED ON MINIMUM 4' DIAG.4'DIAG. 8.W ALLOWED. ..12' 3.3.5' 2. DETAILS DEPICT ANCHOR INTERIOR INTERT INTEWO#!�RIM QUANTITY AND SPACING, 90 3. 1 RIOR1 ° AND WOULD BE IDENTICAL EXTERIORERIOR . 4' DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. "+l'ANCHOR 3.5" 4. 3.5" 3 4'2,04• EXTERIOR 2.04'EXTERIOR 2.04' EXTERIOR 4' 2,04' 8.94. ° 90° CORNER 90° CORNER 135' CORNER 135° CORNER _ CENTERLINE 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL I-OFPANEL (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,'C6') ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,'CB') '+2'ANCHOR AIWERIOR EXTERIOR INTERIOR 204• 4.08' '�1"ANCHOR 4"DIAG. 3.5' INTERIOR 7.41" 3.6.LINE 7• 135' CENTERLEX ERIOR fOFPANEL.3 3.6. '-3'ANCHOR 4.COW 7•CENTERLINE 24- 3.5' 4 OFPANEL3.5' EXTERIOR T 4' INTERIOR ALL '+2' ANCHOR T 4' DIAG. 90'CORNER 135°CORNER EXTERIOR CENTERLINE OF PANEL 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL VIEWS 2-TRACK FRAME HEADISIU. ("CB' ANCHOR CLUSTER REQUIRED ("C6' ANCHOR CLUSTER REWIRED L INTERMEDIATE ANCHOR LAYOUT AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAS MoDucravmSD u asgNH.iM We EIOM� INTERIOR 6.12' INTERIOR 2.04" ANa I y 204' EzrEaloR '12• 35v IL CENTERLINE EW.nluo°�� 4' INTERIOR 5.88" I OF PANEL INTERIOR 4iCBJ �. �'PEe[I Ee'wy 90 4' 3.5- 135° 04' '+3'ANCMOR G. 7• 6.12' 4'D G. 8.72° 3.5' 4.08- 7' EXTERIO0. 3.5' 4- TIIIunIi 2.04' 7" 4'DIAG. EIOE OR 4' 3.6, I - ;`T N N EXTERIOR 204,. I�CENTERLINE f,O........... 90'CORNER 135'CORNER OF PANEL ��Pe1'�;' UCENy4;�(��� 4-7RACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL _ # Na. 58705 ('C8' ANCHOR CLUSTER REQUIRED ('CS' ANCHOR CLUSTER REQUIRED INTERMEDIATEANCHORHOD/SILLLAYOUT = : #- ATALL4TRACKCORNERS) ATALL4.TRACKCCRNERS) (3-TRACK SIMILAR) Coro RYIPGLOCYfmw - O . xvamcen.vim ANCHORAGE EXAMPLE CLUSTERS '��s'•.`.4ogl0A,,:'�2�: cER7ovwTN�tae SERIES B70ALUM.SGD-NON-IMPACT JR W4 7 C NOLIIANOESTNISSHEET. us.uW Nr e.e N.+mw AAYNNNILLER.P.E. .ui" 0&2df4 ,'"^,`�",,,u' ® sonaRl IVTS }i s 22 PG7D128 C P.EAfiBms INSTALLATION DETAILS TABLE A, SHEETI EMBEDMENT: SEE TABLE A, SHEET EDGE DISTANCE ISTANCE: MIN. OF3THRL THREADS BEYOND SEETABLEA,SHEETIBLE A, SHEETI EDGEDISTANCE: THE METAL SUBSTRATE SEETABLEA SHEETI 0.10R2-1/16-2-iM6•• NOTES: 114" MAX *EDGE o r SHIM EXTERIOR MAX. SHOWN ARE BASED MA S OWN AREBA ESHIMEXT MIN, EMBEDMENT:( \,LY, 7Ira SHIM ON ALLOWED. 2. METAL OR WOOD SEETABLEAJ SUBSTRATES MAY BE SHEET 1 USED FOR ALL FRAME TYP.,SEEANCHOR X— NOTE 3, SHEET 1 2 TRA WOO WOOD ANCHOR TYR. SEE ANCHOR NOTES 8 TABLE A SHEET I SEEANCHOR NOTES SHEET 1(1/4°MAX) � C4, WOOD ANCHOR TYP., ❑ 2X WOOD WOODANCHORTYP., METAL TYP, SEE ANCHOR NOTES' TYR, SEE ANCHOR SEE ANCHOR NOTES TABLE A&I & TABLE A. SHEET 1 NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHI CK FRAME HEAD 3-TRACK FRAME HEAD INSTALLATION ®w WOOD INSTALLATION 2X WOOD WOOD ANCHOR TYP., 2X WOOD TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE &TABLE A. SHEET 1 NOTE 3, SHEET 1 SEE (yr}7 R V� ANCHOR NOTE 5, ANCHOR NOTE 5 EXTERIOR I 2-1/16°' EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL Dw WOOD INSTALLATION EMBEDMENT. SEE TABLEA. SHEET 1 2X WOOD TYP., SEE ANCHOR — NOTE 3, SHEET 1 r &TABLE A. SHEET ` EXTERIOR I j 1/4° MAX SHIM EDGE DISTANCE: 2X WOOD SEETABLEI A. TYP SEE ANCHOR SHEET 1 T—r NOTE 3, SHEETI 2-TRACK FRAME JAMB WOOD INSTALLATION WOOD ANCHOR TP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR V 1/4•MAX.SH isw W arr <1A, T,I SHEET 1 cdi a�alle .. a «.EXTEROR EDGE DISTANCE: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A SHEET 1 S3-TRACK FRAME SILL Ew WOOD INSTALLATION TABLE A, SH: ET 1 TABLE A, SHEET 1 -'I 2-1116"' IM F- r r. oruax.a EDGE DISTANCE: SEE TABLEA SHE SEE SMSANCHORTYP., TYPES PER TAB LE A, ICHOR SEE ANCHOR NOTES SHEET 1. ?T 1 & TABLE A, SHEET 1 4-TRACK FRAME HEAD 'DIAGONAL O.C.IS METAL INSTALLATION MIN 4° (HEAD & SILL) OR 6° (JAMB) SEE SMSANCHORTYP., METAL TYP., SEE DETAILS, SHEETS 108 SEE ANCHOR NOTES TABLE A & ANCHOR & TABLE A SHEET 17 NOTE 4, SHEET 1 4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET METAL TYP., SEE TABLE A & ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR e V— I/4" MAX. SHIM saoem I NTS 1 12 a 22 EDGE DISTANCE: SEE TABLE A. SHEET MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE _EMBEDMENT: SEE TABLE A. SHEET EDGE DISTANCE: SEE TABLE A, SHEET I Y o mruvmw �Nv �.&,*,Fw Amp` No `MIN. OF `TILOIUNI THREADS BEYOND THE ", \0= •"'• -. METAL VCEN SUBSTRATE•. *: No. 56706 JAMB � ITION SfA$ IMPACT„0,NALIS% A LYNN MILLER'I R.E.AWTO PGTD12& C INSTALLATION DETAILS CONCRETE EDGE DIS 'SEGO PERTABLE TABLE A, SHEET A, SHE + _ - 2-1I78'e A, EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE 0. SHEET I CONCRETE 2-VI6" PERTABLE ., - A, SHEET MEDMENf: 1/4' E%T RIDR I/4" EzrERIOR ':ETABLE0.IT MAX. MAX. SHEET 1 SHIM SHIM PROPERLY SECUREDIX CONCRETE ANCHOR TY ., PROPERLY SECURED IX CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES WOOD BUCK TYP., SEE SEE ANCHOR NOTESB ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD a< CONCRETE INSTALLA Bc CONCRETE INSTALLATION 6 / SEE ANCHOR NOTES 8 TABLE A. SHEET I SEEANCHOR NOTE 5, SHEET 1 (1/4" MAX.) CUREDIX CONCRETE ANCHOR TYP., TYP., SEE SEE ANCHOR NOTES 8 3, SHEET 7 TABLE A. SHEET 1 SEE ANCHOR NOTE 5. SHEETI (7 'MAX) E RIDR I EDGE DISTANCE: a SEE TABLE A, SHEETI PE EMBEDMENT: SEE TABLE A, SHEET, A. oc 2-TRACK FRAME SILL CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 7 ~- EDGE DI CE PROPERLY SECURED 5 SEE TABLE 1X WOOD BUCK TYP., SHEETI SEEANCHORNOTE3, SHEET 1 CONC./CMU ANCHOR • 2-0l76'� TYP., SEE ANCHOR NOTES 8 TABLE A SHEETI CONCRETE ExrERIDR !f ORCMU PER TABLE T1 V 1/4" MAX. SHIM A, SHEET 1 - EMBEDMENT: SEE TABLE A, SHEET NOTES: EDGE DISTANCE: 7. ALL DIMENSIONS SEE TABLE A, SHEET 1 SHOWN ARE BASED ON MIN. ALLOWED. 1 /4' 'DIAGONAL O.C. IS ..'r Mom' MIN 4'(HEAD 8SILL) SHIM OR 6'(JAMB)SEE 71 DETAILS, SHEETS I ,oa71. PROPERLY SECURED IX CONCRETE ANCHOR TYP., WOOD BUCK TYP.. SEE SEE ANCHOR NOTESB ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 FRAME HEAD 6 64TRACK CONCRETE INSTALLATION PROPERLY SECURED IX CONCRETE ANCHOR TYR, PROPERLY SECURED IX WOOD BUCK TYP., SEE SEE ANCHOR NOTESB WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET, 7 ANCHOR NOTE 3, SHEET I 24/16'• 1 I - p EDGE DISTANCE SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET I — 3-TRACK FRAME SILL Ec CONCRETE INSTALLATION EMBEDMENT: SEE TABLE"A, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES 8 TABLE A, SHEET PROPERLY SECURED IX WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 wrvcnnle EDGE DISTANCE: PERTABLE SEE TABLE A, SHEETI A. SHEET, EMBEDMENT: SEE TABLE A, SHEET ®4-TRACK FRAME SILL Fe CONCRETE INSTALLATION EMBEDMENT: SEE TABLE0.5HEET1 EDGE DISTANCE: PROPERLYSECURED SEE TABLE 0. 1 %WOOD BUCK 'SHEET SEE ANCHOR NOTE 3, 2-1/18" SHEET 7 CONCRETE rrn lnnLc ExiEwOR 1. A, SHEET V,/4"MAX. SHIM -+I� 3-TRACK FRAME JAMB He CONCRETEICMU INSTALLATION fERI.➢F'AVM.FNA9 EDGE DISTANq SEE TABLE A, SHEETI CONCRETE PERTABLE A. SHEET 1 IRO➢LCl REYI6E➢ �m^pll4MM rtellvNe a[lhMle� P1h� " CONCICMU ANCHOR TYP., SEE ANCHOR NOTES 8 TABLE A, SHEET CONCRETE OR CMU Oe[u DOleq E%rERroR PERTABLE 0.SHEETI dVa0, ......... 1Jj 'r � ��11'l;' �6ENSF"•;�'� 1 /4'MA%.SHIM 4-TRACK FRAME Ic CONCRETE/CMU JAMB INSTALLATION No. 68705 Oy1.•'•, ff) i �� rG��' r�rrs[�Nl0.iii14,,�`` 0.LYNV NILL£R,PE. P�sems NCHORAGE DETAILS,I;: ERIES 870 ALUM. SGD-NON-IMPACT sc➢el➢ NTS 19 +72 °ice'^ PGTO}yH C INSTALLATION DETAILS NOTES: 1. ALL DIMENSIONS FRAMEJAMB SHOWN ARE BASED ' REOUIREDATALL 2.693'MIN. ON MIN. ALLOWED. INSIDE POCKETS EDGE EMBEDMENT: SEE TO PREVENT DISTANCE 2. FIGURES ON THIS WOOD FRAMING TABLE A, SHEETI P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION CONCJCMU ILLUSTRATIVE 0 o SEE ANCHOR NOTES ANCHORTYP.,SEE PURPOSES ONLY. SEE EMBEDMENT: STABLE A. SHEETI _ ANCHOR N0TE58 TABLE A. SHEET I FOR SEE TABLE A, (ALSO SEE TYP. TABLE A. SHEETI ALLAPPROVED SHEETI 28 ILLUSTRATION, SHEET 9) 1- 1/4' MIN. EDGE DISTANCE SUBSTRATES. �JI DISTANCE: SEE MERIOR 3. SEE TABES 1-3, TABLE A, SHEET 1 EMBEDMENT: se SHEETS M FOR 2R SEE TABLEA P-HOOK MOUNTING REQUIRED P-HOOK ESiEWOR SHEETI ADAPTER CONCJCMU AND P-HOOK PHOOK WOOD ANCHOR TYP., :�' _.• 'c ANCHOR TYP., SEE MOUNTING ADAPTER SEE ANCHOR NOTES V P-HOOK '.:"y:-: �.'r.'p:..'. ANCHOR NOTES &TABLE ANCHOR QUANTITIES. &TABLE A, SHEETI CONCRETE OR EMBEDMENT: SEE A, SHEETI ALSO SEE EXAMPLE (ALSO SHE 2.693° MIN. CMU PER TABLE A. SHEET I (ALSO SEE TYP. ON SHEET 9. T9)YP. ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEETI , SHEET I ILLUSTRATION, SHEET 9) ®P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS PARTS #18,#20,#220R#24, Jc PARTS#18.#20.#220R#24. ® WOOD INSTALLATION EXTERIOR MOUNT SHOWN CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES IA, 2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES IA, 2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., SEE ANCHOR EMBEDMENT: SEE P-HOOK MOUNTING CONCRETE EMBEDMENT: SEE P-HOOK MOUNTING ADAPTER CONC./CMU NOTE 4, SHEET I; TABLE A SHEETI ADAPTER SMS MUP ERTALE C BUE TABLE A. SHEETI ANCHORTYP.,SEE MIN.OF 3 THREADS ANCHOR TYP., SEE A• SHEET 1 - ANCHOR NOTES 8 TABLE BEYOND THE METAL ANCHOR NOTES ETI SUBSTRATE 29 & TABLE A. SHEET 1 EMBEDMENT: A SOESEE TYP. (ALSO SEE TYP. SEE TABLE ILLUSTRATION, SHEET 9) NORGCTREY� EMBEDMENT: ILLUSTRATION, SHEETS) SHEETI `.; 28 d^Yb4wb'k EFrila MMrq Ow Aeaqu..Nu1-o 7e,oj SEE TABLE A, DISTANCE: SEE r E46w. Me 41n� yb SHEETI TABLE A SHEET 1 1-1/4'rMIN. EDGE DISTANCE —` fC ao ^^ pY•'� P-HOOK SMS ANCHOR TYP., J EXTERIOR SEE ANCHOR NOTES & TABLE A. SHEET I (ALSO SEE TYP. 2.683' MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE 6P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS #19. #21, #23 OR #25, METAL INSTALLATION EXTERIOR (SEE TABLES 1A 2A & 3A MOUNT FOR WATER RATINGS) ONLY I JR I G W7 I C I WO WGES MIS SNEET. I IB01)1661bW LWf. ¢/4/RI. RNSC P-HOOKCONCJCMU / I E RIOR ANCHOR TYP., SEED fT ANCHOR NOTES & TABLE V A. SHEET 1 2.693' MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET B) 6P-HOOK FOR USE WITH BOX SILL RISERS 'Kc PARTS #19,921, 25 ,ANY LYNp CONCRETE INSTALLATION CONCRETEINS#LLAT11 EXTERIOR � 'C�:'.}GENSE' (SEE TABLES IA, 2A&3A MOUNT �f FOR WATER RATINGS) ONLY 58705 _ * ;' No.}1 r 1 A 7H—= - w# I NTS 1 14 v 22 CONFIG. EXAMPLES HEADER DETAIL W, SHEET 18; INSTALLATION DETAILS'AW &'Ad, SHEETS 12 & 13 SILL DETAIL'O', SHEET 18; INSTALLATION DETAILS 'DW & Ve. SHEETS 12 & 13 PANEL PANEL TYPE TYPE OS' •A! NOM. MAX PANEL PANEL T WIDTH TY 1EIGHT SEE PER NOTE 2 TABLaES 1 X MAX. UNIT WIDTH MAX. UP MAX NOM, PANEL WIDTH DLO TYP. PER TABLES 13 WIDTH INTERIOR EXTERIOR 90° PANEL TYPE PANEL CORNER DETAIL TIE, •qS TYPE SHEET NER 'K' GESHE T11 ANCHORAGE SHEET 71 MAX. UNIT MAX- HEIGHT INTERLOCK DETAIL DLO PER 'M', SHEET 19 HEIGHT TABLES E%IERiOR INTERIOR 3 13 ,..r� X JAMB DETAIL'G3', SHEET I 18; INSTALLATION DETAILS J 'Gw' &'Gc', SHEETS 12 & 13 90° - EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX 112' DLO WIDTH = NOM. PANEL WIDTH- 7- DLO HEIGHT = DOOR UNIT HEIGHT - 10. 125' PANEL HEIGHT = DOOR UNIT HEIGHT-1.866' 2S K V I^..�UCTpiyb'm SMS MW Ls�Pe °Y H16 Yt FY,W a•e� ocn 4 -,�.05 161Be4Frdrsecrw PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES: ��T tyY LYry 1) SEE SHE ET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE OP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. .``'��'O'YLYNN PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. CEN 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB ORASTRAGAL, No 587a5 3) PLEASE SEE APPLICABLE ASTRAGAL& INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES *' 10707EDNNOLOGYDRNE °-N AO s EOF) .•tv�l�: M PE70CgR9195 ANCHORAGE DETAILS/EXAMPLE ELEVATIO MgKPiBJO _ ��(�s'••�ORIOP,.� C2�C,�� .m owsn7 c xo cwwoss nnssREET. cmr. ��uIrL97vme SERIES 6M ALUM. SGD-NON-IMPACT m+ax. w. ALYMi I.hlar`?4 P.E JR mllWit .�imm°d�i�.sa.7n"� scoem N75 15 >TY PGT01T9 D P.E.9W705 CONFIG. EXAMPLES FIXED JAMB DETAIL'G2', SHEET 18: INSTALLATION DETAILS'GW &'Gc', SHEETS 12 & 13 SHEET 19 ASTRAGAL HEADER DETAIL W. SHEET DETAILS'L7' & 18; INSTALLATION DETAILS L2, SHEET 19 'AW &'Ae, SHEETS 12 & 13 PANEL PANEL PANEL TYPE TYPE TYPE Tr V NOM. PANEL r'D' UN HEIWIDTH TYP. PE MAX PERSEE TABDLO TABLES 73SHEET NOTE 2, 1HEIGHT 15 a b 0 x MAX UNIT WIDTH IS DETAIL'GY. SHEET 18; DETNLS'GW &'Ge`, SHEETS 12 & 13 HEADER DETAIL'A'. SHEET 18. MAX' INSTALLATION DETAILS -Ave & 'Ad, DLO WIDTt SHEETS 12813 YR TVP. ✓/ Ij-� GHT '3 PANEL 'PANEL PANEL PANEL TYPE TYPE TYPE TYPE X. ,A, .CS• •Og• W MAX. IT SILL DETAIL NOM. / HEIGHT R D', SHEET / � PANEL / SEE PER LES 78; MAX WIDTHTYP. TABLES INSTALL DLO PER NOTE2, i-3 DETAILS HEIGHT TABLES 73 SHEET IS 'DW 8'Dc', SHEETS 12 (� &13, X X I L SEE FRAME 8 PANELCORNER SILL DETAIL'D', SHEET 18; MAX. UNITWIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'DW & Dd, SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW & L2, SHEET 19� ,^� INTERLOCK DETAIL'M', SHEET 19 'Id. SHEETS 12 & 13� HEADER DETAIL / JAMB ETAIL'H2', SHEET P-HOOK DETAII'J'&'K'.SHEET 'B'. SHEET IB; 18: INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB OETAIL'12', SHEET 18; INSTALLATION RW &'Hd, SHEETS 12 & 13' 'JC','KW &'Kc', SHEET 14 DETAILS'BW &'Bd, DETAILS TY &'Id, SHEETS 12 & 13 SHEETS 12 & 13 MAX HE F TA Imo— NIAX. UNIT WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE j R' TO M. 'F I I . UNrr NOM. GHT ER / / PANEL WIDTH TYP / i § i I 1LES MAX./ / SEE PER -3 DLO NOTE 2, TABLES 1-3 2 HEIGHT SHEET I5 �- i G X. X X _ EXAMPLE: CIMXp SILL DETAIL'E', SHEET 18;- (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ed, SHEETS 12 & 13 r— MAX. UNIT WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'F 'P' IA / / A PANEL / HE WIDTH TYP. PE SEE MAX. PER TABI —NOTE 2, OLD TABLES 1-31{ SHEET 15 HEIGHT *.Lz:x I0 JAMB DETAIL'GT, SHEET 18; INSTALLATION DETAILS 'GW &'Ge, SHEETS 12 & 13 135 INTERLOCKDETAIL •('M'. SHEET 19 90° OUTSIDE CORNER DETAIL'NT, SHEET 19 & CORNERANCHORAGE SHEET 11 L_ Rg exTeRlWt NOM. PANEL WIDTH TYP. PER TABLES UNIT WIDTH 13 HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS 'CW &'Cd. SHEETS 12 & 13 L r HT I ES EXAMPLE:XXXO SILL DETAIL 'F,SHEET is: (4-TRACK, BY-PASS) INSTALLATION DETAILS 'P.d &'Fe, SHEETS 12 & 13 Nt000[rlmY . O.FlYbr MU etr N. ,CoM A—P,.... N. 17-04� I ev4dlw um �1� -. f4IY vlm Cwi ♦ No. 58T05 0T'.. TATSrr/ A o 7 "c` RO GIANOPSTNI53HEET. CERT.WAUtK — SEJLF(jRIES 670 ALUM. SGD-NON-IMPACT eF m cap c . r_-... ue e.s n Ar 0.LS1,A7 A�rl1EA.PE JR OYLO/14 _ smSTo NTS 1. 1?2 .e,. PGT0128 C P.En 50Tos PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKGTILE ASTRAGP AS MGP ASTRAGAL ASTRAGAL INTCORNER EXTCORNER EXT CORNER INTCORNER EX CORNER EXTCORNER INTCORNER TYPES PES INTERLOCK OUT INTERLOCK Uy GALE WI HANDLE BOX WT BO%IN Bm ow y//HANCLE BOXIN W/HANDLE 90LOMSTILE WINANDLE WLOLHSRIE W/HMIDIE 9D RECEVER W/HANDLE 00RECENER W/HANDLE N����L��DIa 65 RECEIVER WIHANOLE 35 RECEIVERT/ WIHANOLE _� B mia ' T AIY A119 RB tl11B p6Y N it AB1 INiER F PP K L TR TQ TC TA TV TW DDTWCK PWP TNTEUE RLOOCK ff:b- B E P A C C IC SQ SC SA SV SW IN nwcvr pRaro STILES RR R S S FD FC FV FW eWM PPro LOCKBTILE W/NAND E D M J @M'AIIG W Q. AS MGA BOX OUT LR PANELNOTES: W/ Tvv]D� �"4ro Al 1. SEE DP TABLES 1.3• SHEETS 6-8 FOR PANEL W ASTRAGAL LEFT QINiENOR SIZES B DESIGN PRESSURE. RIGHT 2, PANEL TYPES NOT SHOWN OR CROSSED OFF J_ WBOX�IN� mmrro PANEL rT PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS F ASTRAGAL LJ T u STILE C7TEaoR STILE AND ARE NOT AVAILABLE. U) wxaur 3. 90'ASTRAGALS TO USE HEAVY-DUTY STILES WaSTRacAI T (961). CORNER RECEIVER 9118 AND EITHER ) / PANEL'E'SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119) OR INTERIOR(0120) CORNER BOX IN V APPLICABLE STILEIASTRAGAL REQUIREMENTS. ASTRAGALS. J U% INTCORNER WLOCKSTILE RT ClnaTou/ C reGXro 4.135'ASTRAGALS TO USE HEAVY-DUTY STILES (#61) AND CORNER ADDON(#31). J W/HANDLE NI9 W Z Q D_ EXTCORLE- 9oL-cO TI E W/NANOLE#119 EM CORNER N61 QT CT 05 CS SILL RISERS OPTIONS �� E%TERIOR E%TERIOR R32' FKTERIOR EXTERIOR .OfiY (� .OBT N-05S WIRHAND 1H 16 a 1.Sfii' 2,SSS 3.305' �AbV �1M�M1W Wtl1oAC�b ApyWallo 17�042e• REC'A81 MR AT AS DF .G62" 1 EIpYVIM PAN • y` W/HANDLE cis EXT LGRNER CF 1B, SILL RISER�FLAT' 20 RISER FLAT O SILLRISER,PLAT 24SILLRISE FLAT Wd L—* I RECEVER 01 l! FLUSH. 1-1/2' LaLOW. 2-1/2" MEDIUM. 3-1 /4" HIGH, EXTCORNER 35RECEIVER A3T W/HAtALE AB1 IM CORNER N91 VT • • • VS WS VF WF EXTERIOR GJ� E%TERIOR BOS r 75T E%tERIOR ~ SS ]50' (� IaR .062- r ° 062' W/HAIIDLE � ,DSY 5' I 1s6]• pNY LY LYNN RR � I BOX SILL RSEP,21 .11H' ULErySt; y( '' RSR, OX R4 ER. BOX*: 18' SIUSHISELL OMEDIUIME3-i]4SILL 35 HIGH, Na S870, LOW, 1/2` ' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-5 %p -u �* *_ faroTEowxTDGr°wrf Z. Nam+ PANEL TYPES ss •:2ORIOP.�G�2; V. � JR owvn �c� NO CHANGES iHISSHfEE cEm. oFAUTIeAaww mmwr�awr SERIES 670 ALUM. SGD-NON-IMPACT 0e1pp '� AL NL(I RP.E. mi.e>• A t� JR O2lA/14 x�iwrrv® w S(1D5)A NTS 17 s2' PG7012B C PFA6Bi95 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) YOFJAMB Gt 5 fio GR 81 G3 2-TRACK JAMB 2-TRACK JAMB (SHOWN 8' LONG CLIP #105 105 W/RETAINER #108 OPERABLE MIDSSPAN (SHOWN WITH PANEL) yl FIXED PANEL TO �'LEERIOR 163 LGCKPAR` LJ THE INTERIOR) v 113 75a 107.11 �I,E%TERIOR v 15 123 FULL LENGTH 112 4O a OFJAMB 2-TRACK JAMB I CLIP#SOOR#105 51 52 2-TRACK JAMB W/SCREEN SHOWN WITH OPT. SCREEN TRACK W RETAINER #123 SHOWN WITH 'IXED PANEL TO HE EXTERIOR) U 5EXTERIOR FRAME HEAD Ext FXTERI a S02-TRACK W/SCREEN FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-B FOR DP (PSF) ASSOCIATED WITH STILE. jffi�3-TRACK E FRAME SILL mu.. OFA R 166 FULL PANEL JAMB LENGTH eOOR61 f06 K PART 75 81W 107-11 17 so OR 61 16 5 6 SEE DETAIL GI FOR FIXED 80 PANEL CLIP PA 758K107 n SEE DETAIL G2 103 FOR FIXED 5 86OR et PANELCLIP 183 5 16 1] �I,E%TEWGR �TT,EMERIOR vv e00R 61 fl E%TFAIOR V UMTERIOR V 3v-TRACK JAMB 3-TRACK JAMS 4-TRACK JAMB 4-TRACKJAMB H1 (SHOWN WITH (SHOWN WRH (SHOWN WITH(13 (BROWN WRH OPERABLE PANEL) %11 FIXED PANEL TO FIXED PANEL TO THE EXTERIOR) THE IN OPERABLE PANEL) ila4mTRACK C FRAME HEAD 4-TRACK F FRAME SILL MAX. UNIT HEIGHT PER TABLES 1-3 moo raven evws �YVW MtFddt s' �1e4.c12�n * .: NO 58705 * _ JR O?QN1d ctbm m °Qr e� u I 6oG6Y6 i�T$I 18 +72 I PGT0128 C A.L RE R NX5P.E. ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR 6 4 — 61 1tJ f16 26 T 30 83 113 27 11 60 OR 61 103 62 111 63 OODR61 29 *ill Eg 4 65 g 20 10. fl EXTERIO 111 62 vv V 9D, PHOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS —E-OR �(EXT. OR MOUNT) INTERIOR EXTERIOR INTERIOR EXTERIOR TNT. EXT. MOUNT ONLY a 90, a qR tW T58110]-11 to ]5810M T-tt 8-756107-11 LOCK PART W OR 61 5 INTERLOCK to 113 w et g1 Its 7M"UTEURIDIR113 s FI EXTERIOR 113 103 119 IGEXTEILOR T 86 ' ITEM #61 (HEAVY-DUTY STANDARD ASTRAGAL ER u WITH STANDARD STILES#60 WITH VYDUITYSSTILERAGAL S#61 Ni 2TRACK SHOWNNER Nx 2-TRACK SHOWN (STANDARD STILE)ALSO EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN APPLICABLE, SEE TABLES (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED 1.3, SHEETS 6.8 FOR DP TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR(BOX4N) (PSF) ASSOCIATED WITH STILES. 41NIERIDR F1011UCTREy® �P41gIRM 6ltPbtls 31 m 41 ERIOR OCKPART T561W-11 17_Oy&.cq mu 135' 6 5 k ILL l�',e7o 4 NTI EWOR MT a' Ay Pq�p yb it T 35° 14 6 81 32 81 0J m E%1ER10R gi 11 5 111111111/ LOCK PART 31 103 61 EXTERIOR T 756107-11 14 `P �N N 135"INSIDE CORNER ®2-TRACKSHOWN 1 Vf1EN@F 4! 135' OUTSIDE CORNER j*: No. 58705 82-TRACKSHOWN _ 4_ HORIZONTAL SECTION DETAILS, CORNERS ��F'•OR1DP-:' \2``� IB4,f4ffi,RA S!o :w O40Y,T c 6ERT. OPAU/R /AXtl SERIES 670ALUM. SGO-NON-IMPACT NAL 11t" NOf WESTIISM=.. JR 02/1DN4 a,u,a u� . ® 8006T0 NTS 19 a 22 o.+v PGTOl28 _ C AL P.EC>OS P.E. Ibm NOTES: 1) ALL ALUMINUM = 6063-TS 2) ITEMS # 3339, 56.59, fib, 81. 84-99. 121 8122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3/76' MASONRY ANCHORS @ 24- MAX. O.C. RIODUCFgEVEW 4rPfllmM theln w baMN¢Ca0. eipnO.`o�v 7-D 'D9 8 Allay DMr PmAM OerAI \\1111111I1 /I/ �D..........N `� t � LICEN Sf'••,�! '�' _� * j No. SBTOS Cp 1h _- �e :AO •' H I F �:' �44/� 10)OrE(JPAAIXiYNBVE % •- R¢ORIDP•.:' ` M va.KgawnJ PARTS LIST S''••....... � cmT. GFAUII¢�A SERIES 670 ALUM. SGD-NON-IMPACT T�NALuilIE�\�\G`s�`` "�' �W,� �..e —7 y, s bmmB NTS 20 . ?2 PGT0128 C w Lvw4i 58705 PE. POT PGTN Description JR' YII C AV GVAIGES INA9 sxEEt. JR O2M74 N D .# 1 1T300 811300 3-1RACNIffA0 2 1730) a1nD] 2-TRACK IffAO WITH SCREEN RAR 3 1]3W a1n08 }TRACK HEAD 4 Inf2 01n12 4-IItACK HEAD 5 17JH BR314 FRAME SCflEW COVER 0 1TJR fitT]tI FRAME HEAO'JAMB SUtEEN AOOAN i tiJm 81]]04 2-TUCKSLL B in01 fi17301 2-TPACI(bLL NA1H 6CREEN RAL B 1TJm 61n0'i }TMq(SLL 10 1n10 817310 0.TPACKBLL 11 17313 017313 FRAME SILLl1ULK NSERT 12 17318 817315 FRAME SLLL SCAEENPDDON (SEE NOTE J) 13 1niB 817310 FMME bRL SCREEN END ADD-0N(SEE NDIE J) 14 1n05 81n05 2-TIAq¢JAMB 15 ITJ02 81730 2-1RACK 14MB WITH SCREEN RAIL 18 1n08 81n08 }TRACK JAMB 17 17311 at]]tt 4-TRACK JAMB 18 IT39 61n22 SLLRISER -FIAT, FLUSK I-0M' iB 1n19 81n18 bLL R¢iER-BO%FLUSM, 1-1/S 20 11321 01n21 SLL RISER -FIAT, LOW, 2-1n' 21 1n1B 617310 SLL RRER-BOX LOW, 2-tli ?Z 1135 B1n55 SLL R¢iEft-FIAT, MEDIUM, }i/O 9 1ID51 01n51 SLL R6ER-BOX MEONM,}1/d• 24 1]3D 617333 SILLR6ER-FIAT.lBCK 4' 25 P320 617ffiO SILL W6ER-BOX NIGH, 9' 28 1n31 fi1]]]3 POCKET P-NOOK 27 70]0 67m0 NEOPRENE BULB WSIP FOR PJmq( 20 1T]N 61]311 POCI(ETRHODKMWNi ZB 1T3]5 91]]]5 PNOOK COVER ]D 17398 817J40 POCKETP�NOOK FOR BO%RL6ER Ot 17318 81191fi 195 COMER 32 17378 81]3]8' 195 FBQTD MODM IIEM34053APE SCREEN PAR1&: 40 4910 612258 SCREEN SIDE RAR- LOCKSTILE 41 TLOCKWG6K SCREEN LOCKSET 62 I1816 SCREEN KEEPER SPACER SET /3 8152 fi8152 SCREEN INERLOCK ADAPTER N 4{2B 6M20 SCREEN DOUBLE INTERLOCK 43 4317 8/2258 SCREEN TOP RAIL N d]/B 61225i SCREEN BOTTOM RAIL Ix bE8 ]SRAZ STANDARD) ROLLER 60 BBB ]SRAX STANDARD ROLLER -ST. eIL w /]14 BL1N SQtEENA9IRAWL 50 1T319 617349 Ol¢16CPEEN ASIRAG4L ADAPTER Bt 1692 81fiffi SCREEN SPLINE 52 169{ fi161M SCiEENBPLNE-.150' 53 BtBIBC2O SCREEN CL0IH 5M1 1]zs 11S X4' %1118' bET. BLOCK NEOPRENE BS a/5 55 P2fi 1' %1' X 1116' SET. 6LOCK. NEOPRENE 8] H5 Item # POT Dw .# PGTN Description ffi fTffiB BIiJ]5 PANEL BILLS Bt tn26 BIT320 PANEL SMILE (HEAVY DUTY) ffi 1]92T B1TST! NIERLOCK ADAPTOR B] 1225 B1P248 VNVL BULB WSIP. - THIN ONSIDE IN1EfLOCK) 89 IY1B xIY38 SLL ENO VJEATHERSIRIP PAD fi5 tnze Bi]ffiB NIERLOCK bCREW COVER BT 1T320 etiffiB ASTRAGAL fi0 1T]39 61TJJB HFAW OUIV ASTRAGAL 88 1T32d 81TJ24 TOP fl BOTTOM RAL TO 1n50 11T350 WEAT1Efl31RIP EXIENSKN (NJECRON MOWED) ]t 1898 ]t6B$ 1-112'X1'%9N'NIGH FM SEAL OUST PLUGS TT 0153 rB1Si% TANDEM ST. 6IL �LLERASSY. A 0153 ]8153N TANDEM NYLONROLLERA99Y. id SLICONE OOW-fl99,OQN-0950R GE -TRIO 75 8180 T0185% GEMWIMORlICE 3fLY DUAL LOCK WAONGTfle4 PLATE n T1032%1FPF%M052%1'FL SS SCREW W/IYPE'F TP TT T103338 t0.92 SlEEL9NC UNLIT TB t7958 01]95B 311fifl f/4'BEAD re n3sx an9sT r w HEAD Be 11958 811358 ]/18'BEA0I FBO?D PANEL CLIP ffi 122{ BTP2ITK VINYLBULB WEATERb1RP 03 afT45 1)IS LOWS INC, 112'%1/18•SGL 610E ADR TAPE. POLYEM 100 8052 18052 ROl1ER ADL HOLE PLUG 101 T208] JAMB BUMPER 1ffi 18¢8 ]188B OU9TPLLK] Im BiBO T8180X 1•KEEPER 10! BSJ Tfig(EEP SCREEN LOCK KEEPER 105 1]311 BIT341 FLIED PANEL CIID-B'LONO 10a 1T952 011342 FOO:O PANEL RETANER-MI6' ' tOx tI]9 Ttn9 HANDLE KR-NIEPoOR RAISED WITH THUMB NRN, USED WOHA/0 IOB 1]10 T1]b H.AxmI.EKR- RAISEO E%IERKIR HANDLE, USED WRH xRS 10B 1n1 TB182SN IUNd.EKR- RECESSED TNT. VAIN TNIlMO NflN, U6EDtNIIH A)5 110 1T32 ]B1rB IUNOLE KR-RECESSED E%IEPpR PULL. USED WI1HAi6 111 TIO%f4PPS0Nt A10%Y4'PH, PN. TEK -S.S. 112 1235 BTB1B WSTP, .2I0 X.1]0-FIN SEAL 11] 1112 81068 .161'%.230'FINSEAL 110 ]IOX115PP% A10X1-trz' 115 T/OWPT A10%1' 118 TA%IX A1{20X1'8.6. 117 ]ZO%I1T% A14X1Xi-11S Ss. 11B tT198 81]J3a BO DEGREE GARNER RELENER 119 inn a1T11T 90 DEGREE OUISDE CORNERASTRAOAL 1A 1T]3B atf]m (q DEGREE NSIDE FAPNERASlItAOAL 12] 11]ffi 81T952 FIIED PANEL PETANER, ]/8• 6.069" 8.582" 0.080" 1.211" 1.505" 0.081- O2-TRACK.HEAD 1B 4-TRACK SILL (6063-TB AL) (6063-T6 AL) 6.198" 0.081" Oz 2-TRACK HEAD W/ SCREEN TRACK (6063-TEAL) 6.526" 0.080" 1.505" 08 3-TRACK SILL (6053-TO AL) i.105" t447 221' 1.211" 7s05" 0.061' O3-TRACK HEAD Oe 2-TRACK SILL W/SCREEN TRACK (6063-T6AL) (608346 AL) 9.142' 1.211" 0.081• O4 4-TRACK HEAD (6063-T6AL) 1.514" 1.260' 0.060" OFRAME HEAD/JAMB SCREEN ADDON (6063-TEAL) SEE SHEET 17 FOR SILL RISERS. 0.062" 0.532" F1.516• 12 FRAME SILL SCREEN ADD-0N (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16' MASONRY ANCHORS @ 24" MAX. O.C. 4.49' 0.080" 1.505" 02-TRACK SILL (6063-T6 AL) 0.060" 0.760" 1.990" FRAME SILL SCREEN 13 END ADD -ON (6063-TOAL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24' MAK O.C. 16 3-TRACK JAMS (6063-T6AL) +I 1.36' 0.062' 1.019" 0.081' SCREEN 40 STILE (6063-T6 AL) A5.069" +I I- 1.046" I � 1.4;3 0.082" 14 2-TRACK JAMD SCREEN 46 TOP RAIL (6063-T6 AL) (6063-T6 AL) 17 4-TRACK JAMB (6063-T6AL) I-� 0.875' 1.893" L -Lk�- 0.062• SCREEN 46 BOTTOM RAIL (6063-T6 AL) NtODKI`REVIS I Aaephn�e Na )%O4jo 6- 4A-li W ~ * I No. 58705 -- A. LYNN NILLER.P.E. JR mimrfa o.ma °°rwmm � __ _scoaso NTS 21 _22 PGT0128 C P.E.Y 6eros 0.718" O.B3" -y1 2.304' 3.802- 3.802" 0.752' TL.062' 0.752" 0.885' 0.082' 0.574' 1.183°1 0.080' 0.062" 0.796" 1 0.269' 0.233° 0.075' g FRAME 11 SILL 2g p4{OOK Ye P-HOOK MOUNTING 29 P-HOOK SCREW COVER OTRADK O- OADAPTOR OCOVER 0.080' 30 P41O0K FORBOX RISER (6063-T6 AL) (6063-T6 Al.) (6063-TB AL) (6063-T6 AL) (6063-TEAL) (6083-T6 AL) ' 55 4" 2.30" 1.488' 1.739° D.oao 0.830' 0.062' 1.600 0.133" 1.600 0.062" 1.303" .080" 1.870" 1.888- f�l 1.974' Irut 0.325" 2.,}4° Imo- 3.125" V� 3.125" --.! 0.082" 31 135" CORNER 32 135° FIXED MOUNT O STANDARD STILE et HEAW DUTY STILE 62 INTER65LOCK INTERLOCK (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6903-T6 AL) DA APTER SCREW COVER (6063-T6 AL) (6063-T6 AL) I-� 3.979° 0.075" 1.645° 0.125"" f 0) STANDARD ASTRAGAL (BOfi3-Tfi AL) 0.281' -+I 1- HEAVY DUTY ASTRAGAL (6063-T6 AL) 1.03" YANE 0.080' 00 0'709" 2A 33" (6063-T6 AL) 00 .550" -"-10.8631'--' 0.709" 123 RE7AINER. L.- 0.080• - -5f- � (6063-T6 AL) 2'826" FIXED PANEL 11890°INSIDE/OUTSIDE 10B RETAINER. 9116' CORNER RECEIVER (6063-T6 AL) (6063-T6 AL) Imo--- 4.125° +I 0.082't251 1.30 4° 1'O50" I---� 1.050' .289 I ,611" JI� r045 64s045" .045" �- gg TOP/BOTTOM RAIL ]9 GLAZING 00 Wifi"GLAZING (6063-T6 AL) BUD OBEAD. FIXED OGLAZING (6063-T6 AL) PANEL CLIP B D (6063-T6 AL) (6063-TBAL) 990° OUTSIDECORNER ASTRAGAL (6063-Te AL) 184114A lm gFAT. OPAM R6360 7 zr ..... ... 120 90° INSIDE CORNER (fi063-T6 AL) `'C�.'UDENgF M�CI��s .gyp * ; No. 597O5 acoero I NTS 1 22 • 22 L PGT0128