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GENERAL NOTES: SERIES 570,2770 & 2810 LARGE MISSILE,IMPACT-RE,91-STANT, VINYL, REINFORCED SLIDING GLASS DOOR <br />1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE� <br />ALL RIGID WHITE OR TAN PVC A -NO COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, �LTO. HAS BEEN TESTED TO <br />COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. <br />2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR); I=TEMPERED, HS=HEAT STRENGTHED, AN�ANNEALED, SG-.090 DUPONT <br />SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASO PLUS). E�a=,090- DUPONT BUTACITE PVB: <br />GLASS TYPE A: 3116' HS GLASS +.090" SG INTERLAYER + 3116" HS GLASS + 7116'AIR SPACE + 3116" T CAP <br />GLASS TYPES: 311W WS_ GLASS+ -090" j5VB INTERLAYER +,3116;_AN, GLASS+ 7116" AIRSPACE+ 3/16FTCAP <br />GLASS TYPE C: 311W JiS GLASS + .090- pv­(3 INTERLAYER -t 3116" �N GLASS + 9/1 G' AIR SPACE WITH I-CE-AT-MIRROR FILM -k 311 a'. T CAP <br />APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995. <br />3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE <br />CONSIDERED 1X INSTALLATIONS. IIX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED <br />AS 2X ARE 1-li2"THICK OR GREATER, IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE <br />STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. <br />4) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) <br />(MAX. 1W SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND <br />TRANSFER SHEAR LOAD TO SUBSTRATE- IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD <br />SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBc. <br />5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO <br />ACHIEVE THE EMSEDMENTS SHOWN ON TABLE i, SHEET 5. PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS <br />BEYOND THE SCOPE OF THESE INSTRUCTIONS. <br />6) DESIGN PRESSURES: <br />k NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E130M4. <br />=S ASTM El 300-04� <br />S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE <br />7) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADIS CORRESPONDING TO THE REQUIRED DESIGN <br />PRESSURE.THE 33113% STRESS INCREASE HAS NOTBEEN USEDINTHEDESIGN OFTHIS PR0IXJCT.THE 1.13LOADDURATION FACTORWAS <br />USED FOR THE EVALUATION OF ANCHOR$ INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL <br />MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. <br />8) SHUTTERS ARE NOT REQUIRED. <br />9) ALL DOOR CONFIGURATIONS, UP TO 8 PANELS AND/OR 4 TRACKS, ARE QUALIFIED, <br />SEE SAMPLE CONFIGURATIONS ON SHEET 12. DOOR SIZES MUST BE VERIFIED FOR <br />COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. <br />10) REFERENCES. TEST REPORTS FTL-6337 & 6338; EXOVA-110-DO2-71)2(A) & 1M06-10231; <br />CAMBRIDGE 535753-09; ELCO ULTRACON NOA 407-0425.0liq ELCO CRETEFLEX NOA <br />#03-0225.05; VISION EXTRUSIONS, LTD. WHITE PVC NOA 910-0420,06, TAN PVC NOA <br />#11-0902.10; ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 <br />ALUMINUM DESIGN MANUAL <br />DOO size <br />Configuration <br />Destan <br />Cerfificaflon <br />Numbem <br />idth <br />Height <br />il Psf <br />W PSI` <br />_9FT <br />W, <br />Xim <br />60 <br />60 <br />190-265,771 <br />20s, <br />120" <br />)000(vitfastragal <br />60 <br />65 <br />190-267, 774 <br />203, <br />96, <br />X)=Wastragal <br />60 <br />Go <br />190-263,770 <br />241" <br />96" <br />)0= <br />80 <br />80 <br />190-787 <br />201' <br />96" <br />)00(0 Wastraga[ <br />80 <br />80 <br />1 W264. 772 <br />203' <br />961, <br />)0= vdastragal <br />90 <br />90 <br />190-266,773 <br />3116"HS GLASS <br />3116'lHiS GLASS - <br />DUFONT .090-4"T <br />SENTRYGLASO <br />7116' <br />LASS <br />G <br />DESIGN PRESSURE RATING <br />IMPACT RATING <br />VARIES, <br />SEE SHEETS 8 & 9 <br />LARGE & SMALL <br />MISSILE IMPACT <br />7116"MRSPACE <br />7116"MRSPACE <br />7/16'AIRSPACE <br />3/16'AN GLASS <br />3116'HS GLASS - <br />7- <br />INT1111. .4 EXT. <br />DUPONT <br />INT�P- <br />�0901 PVB <br />31W! GLASS 'file, <br />3MVIGLASS <br />NOM <br />/-076 <br />/-�4 709 <br />GLASS <br />k4 <br />C78CZ9' <br />I I <br />NOA DRAWING MAP <br />7 <br />C71)t�)-�/Z�7 SHEET <br />GENERAL NOTES ...... _.. 1 <br />GLAZING DETAILS. ........ I <br />GLASS TYPE "A" GLASSTYPE"W <br />SG LAMINATE, PVB LAMINATE, ELEVATIONS ...... __ ....... 2-4 <br />iNSULATED GLASS INSULATED GLASS HORIZ. SECTICINS..._.. 6 <br />1a16"NOM. VERT. SECTIONS ... 6 <br />ACCESSORIES ... ........... 7 <br />DESIGN PRESSURES 8-9 <br />WIWAIRSPACE <br />3116*ANGLASS I EXTRUSIONS ....... ---------- 10 <br />3tte'HS GLASS PARTS LIST ....... ........ .... 11 <br />CONFIGURATIONS ......... 12 <br />PANIELTYPES ... ............ 13 <br />R FILM <br />AEXT INT'10. <br />DUPONT.OR'PVB - - - 31115TOLASS <br />W16" <br />NOM <br />7/8' <br />GLASS 1-800 <br />BfTE <br />5 <br />3 <br />GLASS TYPE "C' <br />PVS LAMINATE, INSULATED <br />WITH HEAT -MIRROR FILM <br />GLASS <br />k4)" <br />7' <br />N1 <br />80 <br />0 <br />INSTRUCTIONS: <br />1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE <br />R*V*#4br Dow. <br />\ N &Ilt <br />SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B <br />\r <br />OR C. USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN <br />PRESSURE IS ABOVE 801 PSF, OTHERWISE USE TABLE 2, SHEET 8. <br />5B705 <br />nor <br />2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL <br />PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NE T L TED <br />X is SZE. <br />of <br />tu - <br />D-100M Dmm ily <br />3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS A E-DEFINED IN TABLE 1, SHEET 6, <br />li� <br />13 <br />GENERAL NOTES & GLASS TYPES J ROSOWSKI <br />ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND K41NIMUM EDGE DISTANCE. <br />4) FROM THE DESIGN PRESSURE TABL ES (TABLES 2-4, 8 HEETS 8 & 9), VE RIFY THAT TH E REQU IRED DES IGN <br />() OF"'�' <br />1070 TECHNCXOGYDMVE nIw <br />JV' W <br />'MM VINYL SGD INSTALLATION GUIDELINES 11/18/10 <br />I <br />PRESSURE IS MET OR EXCEEDED, USE THE ANCHOR QUANTITIES SHOWN. <br />10 N <br />P-0. BM 15M <br />5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. <br />UL 'E�k I <br />NOKOM* rL 3W4 I smfw I Shii.1, I orii-iiii no. fur <br />6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. <br />--- <br />L I <br />570/277012870 1 NTS j...'1 OF.13 <br />CERT OF ALMN #29290 FLA-SGD570- <br />DETAIL IDETAIL 2AI UETAI 2 <br />ERCW� <br />_SON�y <br />CONCRETEICMU <br />Lino- -.1 L�� I M <br />� �INTIO' <br />TYP. ANCHOR TYPE, EMBEDMENT AND EDGE <br />PERANCHOR DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 <br />EDGE <br />REQUIREMENT OISTANCE <br />NON-STRUCTURAL -<3�0, ASTRAGAL ADD -ON REINF. <br />-4�qy) ASTRAGAL ADD -ON 1 9@' - -,\ <br />65� <br />ANCHOR <br />91OX2-108VIS <br />MENT - REINFORCEMENT SCREW <br />2& TION <br />AL <br />FROM ENDS (FACTORY <br />EQUALLY-SPACEDANI)7' <br />,0P PER ASTRAGAL, <br />114'j INSTALLED), <br />AV 31 'r <br />(4 0' <br />POCKET <br />P-HOOK <br />FOR <br />LOCKSTILES. <br />ASTRAGALS, <br />FIXED <br />STILES AND <br />HORIZONTAL <br />RA18 <br />SEE NOTES <br />3&6 <br />BELOW <br />EXTERIOR <br />ASTRAGAL <br />LOCKSTLE <br />PANEL WIUTH PANEL WIDTH <br />DOOR FRAME WIDTH <br />DOOR FRAME VVIOTH <br />114, Mkx� <br />E <br />E 101 Y VA-AUQ <br />DIST'AICE <br />FOR TYP ANCHOR TYPE, 2-318'ROW <br />INTERL SPACING <br />OCKS <br />EMBEDMENT AND EDGE. <br />ONLY DISTANCE PER SUBSTRATE <br />JL SEE TABLE 1, SHEET <br />EDGE <br />L--JL <br />DISTANCE I <br />FIXED PA <br />AND ANC <br />DETAILS1 <br />2X WOOD BLICKSTRIP r:MEIFDMNT FIXED STILE <br />OR FRAMING, SEE TYPI. ANCHOR TYPE, EMBEDMENT ...... <br />NOTE 4, SHEET I 2XVJ OB.U1:KFT111 <br />AND F-UGF VISTANCE PER SUBSTRATE, OR FRAMING, SEE <br />EDGE SEE TABLE 1, SHEET 6 <br />NOTE 4, SHEET I DETAIL 3 <br />I Of TANCE __ <br />... . ..... ... <br />NON-STRUCTURAL INTO �YC�01) j <br />ANCHOR <br />EMBED <br />MENT 1/4' <br />MAX. <br />Ilkllli <br />DETAIL 2 <br />B <br />-1 N TE R C. _K <br />allIRED IF DOOR <br />HEIGHT 15 DVER UT <br />INTERLOCK <br />_D_E_ - T-W IL 3 1 <br />F <br />IX OR 2X WOOD <br />INTO MASONRY <br />IX CKST <br />SUCK$TRIP SEE <br />NOTE 4, SHEET I <br />CONCRET <br />PERANCHOR <br />REQUIREMENT <br />E(CMU <br />M <br />E SeDMENT <br />71, <br />TYP ANCHOR 7YPE, EMBEDMENT <br />C8) AND EDGE DISTANCE PER <br />SUBSTRATE SEE TABLE 1, S14CET a <br />Q <br />DISTANCE <br />EDGE <br />I <br />Ina, 16 - <br />114'MAX <br />TYP- ANCHOR TYPE, EMBEDMENT <br />AND EWE DISTANCE PER <br />SUBSTRATE, SEETABLE 1, SKEETO <br />D1=CE <br />2-3fV ROW <br />8 <br />SPACING <br />MENT <br />EMBED <br />CbNCRETEiGMU <br />?ER ANCHOR <br />REQUIREMENT <br />114- 4AX� <br />[b E T-A-1 L73 <br />L,--,- <br />_71 <br />�� <br />NOTES <br />1) DETAILS APKY TO 2, 3 AND 4 TRACK <br />11114 4 Rtd Or. Ok,. <br />CONFIGURATIONS. <br />OPTIONAL 2) SEE SHEETS 24 FOR ANCHOR LOCATION 8 SPACING. A, <br />" - ", i <br />P-HOOK 3)SEE7ABLIFS24FORRIFFINFORCEMEW <br />@) ArINF. R.VWd9y.' OW& - <br />REQUIREMENTS. <br />PLATE (IT LONG, 4) CONTINUOUS ANCHOR PLA71E, ITEM #8, 15 REQUIRED Z 140. <br />PANEL MOSPAN <br />AT ALL FRAME ANCHOR LOCATIONS. Z: <br />5) PANEL WIDTH DOES NOT INCLUDE VeaaIpJ- IF. <br />P�HOOK <br />46 REINF., Sa/ ASTRAGAL ADD -ON. INTERLOCK OR <br />0 EXTERI 'T HORIZONTAL INSTALLATION DE OSOWSKI <br />OR <br />PLATE SMS, N.ClK!E , 1 e of <br />0) ALL REINFORCEMENTS ARE APPROXIMATELY THE <br />910 X 1-1/4' P-HOOK FULL LENGTH OF THE EXTRUSION- REFER TO TEST 0 f070 TEGWOLOGY DRIVE TNe" <br />FL <br />(5) U 2-5/0'O.C. \17 REPORTS FOR EXACT UIMENSIONS� At VENICE. FL 34275 VINYL SGD INSTALLATION GUIDELINES 18/10 <br />P.01 Box 1529 <br />DETAIL I WKOMI�k FL 34274 1 lshwt <br />INTO WOO A. LYNN LE RE. I S0*0hda- <br />P,E# CERr. OFAUB1. #29296 _� 570/277012870 1 NTS � 5 OF1 3 FLA-SGD570-01 <br />DETAIL �ETAI L 2A �bETAIL _�Ibj _DET411L� <br />LT!LO MASO�RY I EwTa�LqPL_j INTO 1��N] IX OR 2X WOOD <br />TYP. ANCHOR TYPE, EMBEDMENT AND REQUIRED IF DOOR SUCKSTRIP SEE <br />CONCRETFICMIJ BUCKST NOTE 4, SHiET 1 <br />PER ANCHOR DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 6 EIGHT IS OVER 06' <br />REQUIREMENT ED% ASTRAGAL ADD�ON CONCRETEiCULI <br />DISTANCE 9�)9 <br />PERANCHOR <br />L NON-STRUCTURAL 300 ASTRAGAL ADD -ON REINF. <br />R <br />EMBED- <br />i MENT, EMBEDMENT <br />REINFORCEMENT SCREW 5 <br />PTIONAL�,. PER ASTRAGAL, <br />'I REQUIREMENT <br />/__�70 SMS (�5) - ('�/ i <br />�-�c) 0 07, <br />"CUALLY-SPACEDAN �71 <br />1/4' FROM ENDS (FACTOR <br />4AX WSTALLED, q-,,. 7y� TYRAINICHORTYPIE,EMBEDMENT <br />AND EDGE DISTANCE PER <br />ly <br />SUBSTRATE. SEE TABLE 1. SHEET 8 <br />(D­ <br />62g <br />INTERLOCK <br />EDGE <br />EXTERIOR DISTANCE <br />POCKET ASTRAGA� <br />P+OOK I— I <br />LOOXISTiLE <br />FOR I LWIDTH PANELUD... 14" MAX- <br />LOCKSTILES. DOOR FRAME WIDTH <br />ASTRAGALS, DOOR FRAME WIDTH TYP. ANCHOR TYPE, EMBEDMENT <br />FIXED AND EDGE DISTANCE PER <br />Es AND 8 UBSTRATE, SEE TABLE 1. SHEET6 <br />HORIZONTAL <br />STIL <br />RAILS T_ 7Z'- <br />EDGE E03E <br />SEE NOTES <br />3&6 DISTANCE #8 X 314"SMS REINFORCEMENT DISTANCE <br />BELOW SCREW; 3 PER RAIL. LOCATE <br />AT CENTERLINE AND 9' FROI <br />ENDS (FACTORY INSTALLEEM <br />2-318' ROW <br />FOR TYP, ANCHOR TYPE. 2-3/8'ROW <br />INTERLOCKS EMBEDMENT AND EDGE SPACING SPACING <br />ONLY DISTANCE PER SUBSTRATE <br />SEE TABLE 1, SPEET'i <br />J <br />EMBED­ <br />E()GE MENT <br />DISTANCE FIXED PANEL CLIP <br />I AND ANCHORS, SEE STANDARD SCREEN CONCRETEiGMU <br />DETAILSHEET 7 PERANCHOR <br />2X WOOD 5UMfRIP REOUIMMEW <br />OR FRAMING, SEE TYP. ANCHOR TYPE, EMBE DuENT EMBEDMENT EXTERIOR 1W MAX. <br />NOTE 4, $MEET i 2XWOODBLIC STRIP PANELWIDTH <br />AND EDGE DISTANCE PER SUBSTRATE, <br />EDGE SEE TABLE 1, SHEET 6 OR FRAMING, SEE <br />NOTE 4. SHEET 1 1 DETAI_L_3� '�7 [btTAIL 3 <br />DISTANCE DETAIL 20 <br />1NTE <br />�_7_ NON-STRUCTURAL LLW0_W9_C0___J 1_i!iLOCK_] <br />ANCHOR <br />EMBED_ 1/4' <br />MENT MAX. NOTES <br />1) DETAILS APPLY TO 2,3 AND 4 TRACK <br />CONFIGURATIONS. ON <br />OPTIONAL 2) SEE SHE ETS 24 FOR ANCHOR LOCATION& SPACING. A <br />C5P-HOOK 3) SEE TABLES 2-4 FORRIFINFORCEMENT <br />REINF�' RECUIREMENTS. Riilftday OaW fl-w- <br />PLATE(ITLONG,@- <br />4) CONTINUOUS ANCHOR PLATE, ITEM #13, IS RECUIRED <br />PANEL MIDSPAN AT ALL FRAME ANCHOR LOCATIONS. <br />(�@P-HOOK 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR <br />ASTRAGAL ADD -ON. 410's V �-- Luli, <br />RUNF, EXTERIOR O)AUREI HORIZONTAL INSTALLATION DETAILS 'J ROSOWSKI <br />PLATE SMS, 05 <br />_qCKE NFORGEMENTS ARE APPROXIMATELY THE S <br />#10 X 1AW P-HOOK FULL LENGTH OF THE EX71RUSION. REFER TO TEST 1070 TECHNOLOGY DRIVE 77061; Data: <br />J I <br />(5) a 2-51X O.C. REPORTS FOR EXACT DIMENSIONS. IV, 148MCE. Ft 34275 VINYL SGD INSTALLATION GUIDELINES 11118/10 <br />P101 am Jimp <br />DETAIL 1 /&,SIGN)\ 00 ACK011144 FL 34274 anewhii; No. Row <br />114TO VMOD A. LYNN MILLER RE. <br />RE # 50705 CERr. OF AUTR M296 570/277OJ2870 I NTS 5 OF 13 1 FLA-SGD570-01 <br />2-TRACK CONFIGURATION <br />6"MAX. MAX. <br />ANCHOR APPROX. 6. <br />ANCHOR LOCATIONS FOR NON-STRUCTURAL <br />[ME7JIU� �A LOCATIONS FOR 4EXT' (HEAD A SILL) <br />BYPASS <br />POCKET CONDITIONS. <br />4EXT. I CONDITIONS. 21.6" <br />1-- -- - ANCHORS INTO MAX, <br />12' MAX. O.C, P-HOOK. D.C. <br />J <br />1 ANCHOR @ CENTER OF I ANCHOR 0 CENTER OF <br />EACH PANEL SEE TABLE$ ACH PANEL SEF TABLES <br />FQ7CT_ZL Bill L_ 'G1 <br />EXT.V ON SHEETS 8 & 9. ON SHEETS a 9, <br />121F MIN. O.C. <br />ANCHOR$ 0 CENTER OF 2 ANCHORS @ CENTER OF <br />EACH PANEL. SEE TABL6$ <br />EACH PANEI-5EE TABLES <br />SHEETS 8 6 S. ON L ONSHEETS8&9. <br />F�TAIL 321 <br />E V <br />EXT.V 41 MIN. D.C. <br />4'MIN. O,C. <br />3,219"MIN�Q.O. <br />CLUSTER OF 3 <br />F <br />ANCHURS 0 "LE STER 0 <br />NCHORS "" STLE <br />INTLRS15rT1ONS_ o <br />RSECT E <br />SEE TABLES ON <br />T, <br />EXTY SHEETS 8 & S. EXr.V <br />WTA.UE 1121 B&S. <br />4'MIN. 0,C. <br />4'MIN. O-C, <br />1 __171 , <br />CLUSTER OF 5 <br />ANCHORS @ STILE CLUSTER OF 5 ANCHORS <br />21 OSMILE INTERSECTIONS. <br />.31 rD_ET_A__H2Fl <br />TYR INTERSECTIONS, L L SEE TABLES ON SHEETS <br />SEE TABLES ON <br />EXT.T SH LXT.T 899 <br />3.219'MIN DC <br />O.C. <br />61 MAX. 6"MAX. <br />70 END OF al(TOENDOF <br />ATTACHED JAME ATTACHEDJAM3 <br />ANCI1DR@ <br />FTF !-A I __LF , 5 <br />EXTV ANCHOR @ ILL ENDS, <br />9"EAD ENDS� EXT.V <br />t2jg�. SEE TABLE 1, SHEET 6 FOR ANCHOR EIDG� DISTANCE AND EMBEDMENT. <br />4' MIN <br />1-375 <br />I'll <br />E <br />XT.V <br />IEEPHOLE PATTERN 24- D.C. <br />1 DETAI <br />R <br />Y <br />INTO MASI <br />1;iiUC_kFR1P <br />TYP. ANCHOR TYPE. EMBEDMENT AND <br />MIN. 2.7 KSI CONCRETE (9 EDGE DISTANCE PER SUBSTRATE, <br />REQUIREMENT, SEE <br />Row <br />TABLE 1 SHEE <br />HEAD PER ANCHOR SEE TABLE 1, 8HEET6 <br />EDGE <br />SPACING­-� <br />DISTANCE <br />I <br />EMBED-' <br />MENT. <br />MAX <br />WOOD <br />BUCKSTRIP, <br />SEE <br />IXOR2X <br />NOTE 4, <br />SHEET I <br />FOR <br />LOCKSTILES, <br />ASTRAGALS, <br />FIXED STILES <br />AND <br />HORIZONTAL <br />RAU <br />WEEPHOLF PATTERN @ SILL ENDS <br />DETAIL 41 <br />'I <br />INTO WOOD <br />EDGE DISTANCE PER SUBSTRATE, <br />SEE TABLE I,SHEET6 <br />TYR ANCHOR TYPE, EM8EDMENT AND <br />-318. <br />EDGE Row I <br />DisTANCE �\7S <br />PACING <br />EMBED� <br />MFNT <br />114' <br />MAX. <br />#8 X 314"SMS <br />REINFORCEMENT SCREW; <br />7 PER STILE, LOCATED AT <br />CENTERLINE AND 6. 9"& <br />12- FROM ENDS (FACTORY <br />INSTALLEDI. <br />DAYLIGHT _j <br />X, OPENINGWIDTH.__ <br />DAYLIGHT <br />-AIL:4- OPENING <br />E <br />HEIG14T <br />OR <br />PANEL TYPE PANEL TYPE <br />PO <br />- - ­-­- W2; <br />6_ <br />OTHERS <br />(UNDER L <br />SEPARATE <br /><� <� <br />APPROVAL) <br />A DETAIL <br />I SHEEr 6 <br />114TERLOCK <br />SHOWN <br />OF <br />�01` <br />17L <br />PA <br />3A <br />NE <br />--------------- ----- <br />------------------------ <br />6"MAX <br />(HEAD& S1,11i <br />ETAILCI <br />DAYLIGHT OPENING IDLO) FORMULAS <br />WIDTH: PANEL WIDTH - 8-9/19' <br />HEIGHT: PANEL HEIGHT - a-W16' <br />PANEL WIDTH <br />OLD <br />I <br />[MIS!HEET <br />j <br />PANEL <br />HEIGHT DLC <br />I SHEET 5 <br />I <br />HEAD <br />6'MAX. <br />& SILL) <br />a- MAX., <br />(HEAD& SILL) <br />C3+1 ANCHOR <br />CS-2 ANCHOR <br />CON FIGURATION SHOwN <br />__,"CONFIGBURATION SHOWR <br />ISEE APPLICABLE OP <br />(SCE APPLICABLE DIP <br />TA131-ES 2. 3 OR 4) <br />TABLES 7- 3 OR 4) <br />NOTES: <br />1)FOR ONFIGURATIONS, SEE SHEET 12. <br />2) FOR ANCHOR EDGE DISTANCE AND <br />EMBE DMFNT� SEP TABLE 1 SHEET 6. <br />3) DAYMHT OPENING JDLO) FORMULAS: <br />WIDT14: PANEL WIDTH - 6016' <br />HEIGHT: PANEL HEIGHT - 8-91161 <br />I I I I <br />Reviiied8y, Lin& <br />ROW. <br />qN <br />lk� <br />5 <br />- C 1112- <br />t4_ T <br />$�, �1­ .. <br />ANCHOR LOCATIONS (2 TR.ACKS) <br />J ROSOWSKI <br />-4u <br />- <br />VINYL SGD INSTALLATION GUIDELINES <br />E9 <br />11/18110 <br />1�/l 8110 <br />FLOW <br />'q -, - , <br />S/ONP,\- <br />VM= FL 34276 <br />P.O. E!QK 1529 <br />MWCW14 rL 34274 <br />SheaL <br />D.W*w <br />A. LYNN MILLER P I- <br />57012770/2870 <br />NTS1 <br />2 OF 13 <br />A-S7G <br />FLA-SG, 0-01 <br />7 L 1)5�0_01 <br />D57 <br />SILLRI ERVARIES <br />WITH REGUIRED <br />POSITIVE DESIGN <br />[�J -I <br />"I PRESSURE, SEE TA13LE <br />CO - - EE NOTES It A, SHEETS 9 & a. <br />-ME <br />HEIGHT, PANEL i L3 <br />3&6 <br />HEIGHT U3 <br />BELOW X <br />2 <br />@) <br />TABLE$ Z <br />2,3&4 < FRAME <br />U71 <br />HFIGHT - <br />2-10 <br />4.51W <br />Ato RISER RISER <br />4-1(21 <br />RISER <br />DETAIL 4 <br />NTAD MASONRY <br />TYP. ANCHOR TYPE, EL48EDMENT AND <br />SEE TABLE 1, SHEET 6 <br />-EDGE DISTANCE PER SUBSTRATE, <br />EDGE <br />STANCE <br />\ " W D <br />I rAll IN <br />1W <br />NAX, <br />TABLE 1, ANCHOR TYPES: <br />DittAIL 4 <br />TYP. ANCHOR TYPE, EMBEDMENT AND <br />EDGE DISTANCE PER SUBSTRATE <br />SEE TABLE 1,.9HEET <br />EDGE <br />CISTANK.X <br />1/0'MIN. 605345 <br />ALUMINUM SUBSTRATE <br />METAL SUBSTRATES TO HE PROPERLY DESIGNED <br />TO TRANSFER LOAD IMPOSED ON THEM <br />TYP. ANCHOR TYPE, EMBEDMENT AND <br />SEE TABLE 1, SHEET 6 10 GASTEEL STUD OR A36 <br />EDGE STRUCTURAL STEEL <br />DISTANC_�� SLM38TRATE <br />EDGE DISTANCE PER SUBSTRATE, <br />E <br />'DETAIL 4 <br />METAL SUBSTRATE DETAILS SHOWN FOR HEAD <br />(SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL, <br />EXCEPT POCKET JAMB) <br />NOTES <br />1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. <br />2) SEE SLIEL IS 24 FOR ANCHOR LOCATION & SPACING. <br />3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREVENTS, <br />13 4) CONTINUOUS ANCHOR PLATE, ITEM ft, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. <br />101102 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCH OR ASTRAGAL ADD -ON. <br />6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRLISION. REFER TO <br />8) TEST REPORTS FOR EXACT DIMENSIONS. <br />VIN111 All <br />GROUTAS <br />114" EE ST4SE <br />114' <br />MAX. I <br />MAX, A.W.Mdar. Dahr <br />;EDE", <br />.�OTE 5 <br />SHEET' 551 cIr <br />1 <br />MIN 27 <br />CONCRETE di _k <br />: LU <br />Description. ui� W. <br />EDGE 2X WOOD BUCKSTW EDGE <br />SILL PFR ANCHOR OJSTANrF <br />DISTANCE REQUIREMENT. OR FRAMING, SEE of VERTICAL INSTALLATION DETAILS <br />NOTE 4, SHEET I TYP, ANCHOR TYPE, EMBEDMENT J ROSOWSKI <br />TYP, ANICHOP SEE TABLE i, j jr 7- <br />ANDE 5HIZET 5 AND EDGE DISTANCE PIER 0 1070 7EC"AMOGY DRAIE rieff., <br />SUBSTRATE, SEE TABLE 1, SHEET 5 SUBSTRATE, SEE TABLE 1, SHEET 6 It VENICE, FL34276 VINYL SGD INSTALLATION GUIDELINES 11118110 <br />-UE-Tafc-5� I DETAIL 5 1 <br />P.Q BOX lag <br />rTNT_0114A�6-7Y L_��O -IDOO PWOKOMIS� FL W74 <br />j A. LYNN MILLER, PA. <br />P.E.# 58705 CCRT OF AU774. #29M 570/2770/2870 NTS 6 OF 13 FLA-SGD570-01 <br />Type <br />Substrate <br />Anchor <br />MI I <br />Emeba mum <br />edment <br />Min, Edge <br />DIMnee <br />A <br />P,T. Sauthem Pine <br />(60"55) <br />#12 Sheet MeIA Screw fGS) <br />1-315" <br />314 <br />1114'r-Ten Uitil;Gon <br />i-1/r <br />11-3/4" <br />1/4" Eiro CmIL-Flex SS4 <br />- <br />1.112" <br />1-3t4" <br />AlLonimmn, 6063-T5 min. <br />412 Sheet Metal Screw (G5) <br />0.125" <br />112' <br />n. <br />e rew <br />A35 Steel <br />4112 Sheet Metal Screw IG6) <br />189a(0,0451') <br />112, <br />B <br />P.T. SuLthem Fine (SG ZS) <br />#12 Wood Screw (G5) <br />314' <br />Gamete CmIn. 2.7 W� <br />1W Elco UttraCan <br />1.318. <br />1. <br />C <br />Concide On. �35 kai) <br />IM'Elcu Crate -Flex SS4 <br />1�3M' <br />1. <br />UngraAed CMU. Jarribs Only <br />(AS] M 0�90) <br />1W Elco UltraCon <br />11,V'Elce Cmie-Flex SS4 <br />I-Itt' <br />1-114 <br />1. <br />Comme (min 2,7 Is, <br />1/4' Elco UftmCon <br />2-1/7 <br />Concrde (min, 3.35 ksl) <br />1W Elco Qeta-Flex 984 <br />1-311" <br />2-112" <br />Ungrouled CMU, JaMb5 Ordy <br />(ASTIM t,-uuj <br />114* EIC:0, U11raCoij <br />-14' <br />2-112- <br />IW'Erca CrewFfex SS4 <br />1-114" <br />KLYSTON <br />D,,-t un, Ti- It: <br />CERT]FICATION AUTHORIZAnON REPORT <br />FRNI B 1 -02 <br />FMA Keystone Certification Program <br />Certification Authorization Report <br />OAR & Product ID Number 190 - 263 <br />CAR Issue Date: 12/1412010 <br />CAR Expiration Date: 11/11/2014 <br />Company Code: 190 <br />This Cerfification Authorization Report (CM) is issued by KP_,,-,1ona GR.rtficajons Ine MCI) after fu I validation review <br />of three oroduct qualification documents for 9-te product narned below. This report is only val.d when Signed by tlre <br />K( <br />-"esid ant o :1.,gnd nd cates -hp pror,.uct as mantfla.C.tUrF-d by the company named belcroi has been tested and meets <br />-he requiiamEnis of thra referenceii standa�c a��d.s ehig.ble for the application Of FMA Keystone Certification Program <br />certification labels. Licensee stipu tales in affixing certification la be s to pi, oducts. that 9-ose prod u cts ai e r op re se ntat ive <br />of the spearrien evaluated and documented fo, certification au-itionzation. Only products bearing such a cert.ficadon <br />label shall be --onsidered cer-Med. The nfo, -nation in this report can be verified at w,,,W-k-eystonecerts-com. <br />Company Information: <br />Product Information: <br />PGT Industries <br />Moda: <br />470/570/2770/2870 Impact PVG SGD w/As <br />1070 Technology Dr. <br />Operator Type: <br />SID <br />PO Box 1529 <br />Configuration: <br />H/J/S/AsUCIip1AII,GS-15/32 HS/Ann Lam 1 <br />Nokomis FIL 34274 <br />M a.x 'A' idth: <br />203 <br />Max Height: <br />96 <br />--rproduct Rating: <br />Ref@renced Standard: <br />ASTM E1886/E1996-05 Missile Level D, Wind Zone 4, DP +1-60, 203x96 XXXX <br />Qualifying Test Information: <br />Test Report No: <br />Test Reoort Expirat <br />FTL-6376/6377 <br />1111112014 <br />Authorized Signature: <br />';V� "q <br />_Ike st-nerpr.scorn <br />Keystone Certifications, Inc. <br />1790 Old Trail Road, Suite D <br />Ettars, Pennsylvania 17319 <br />Phone: 717-932-SSOC <br />Fax: 717-9:32-5501 <br />PRODUCT APPROVAL <br />PGT WINDOWS: FL239.2 <br />PGT SLIDING GLASS DOOR: FL8208.2 <br />OVERHEAD DOOR GARAGE DOOR: FL14170.3 <br />PLASTPRO ENTRY DOOR: FL1 5180.11 <br />CERTAINTEED SHINGLES: FL5444.1 <br />ACM SOFFITS: FL12019.1 <br />POLYGLASS PEEL N STICK: 5259.1 <br />XXXX <br />i or HM <br />Cn <br />