|
FOR
<br />LOCKSTILES,
<br />ASTRAGALS,
<br />FIXED
<br />STILES AND
<br />HORIZONTAL
<br />RAILIS
<br />SEENOTES
<br />3&6
<br />I BELOW
<br />GENERAL NOTES: SERIES 570,2770 & 281U LARGE MISSILE, IMPACT-RESI-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 AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, LTD. 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), R\a=.090-DUP6WT8UTACITEPVB:
<br />GLASS TYPE A: 3116'HS GLASS +.090" SG INTERLAYER + 3/16'HS GLASS+ 7/16"AIR SPACE+ 3/16' T CAP
<br />GLASS TYPE B: 3115- iTS- GLASS+ .090" VVB INTERLAYER -,3/16;'-AN GLASS + 7116' AIRSPACE+ 311OFTCAP
<br />GLASS TYPE C-3116�' �_$ GLASS +,090*PV8 INTERLAYER + 3/16'jFY GLASS * 9116" AIRSPACE WITH 14EAT-M IRROR FILM - W16" 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 SUCKS LESS THAN I-1r2' THICK ARE TO BE
<br />CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED
<br />AS 2X ARE 1-112'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. 1/4' SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND
<br />rRANSFER 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 FEIC.
<br />5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 13E BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH To
<br />ACHIEVE THE EMBEDIVIENTS, SHOWN ON TABLE 1, SHEET 6. PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS
<br />BEYOND THE SCOPE OF THESE INSTRUCTIONS.
<br />e) DESIGN PRESSURES:
<br />A- NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300-04.
<br />B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E13OD-04,
<br />7) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN
<br />PRESSURE. THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESGN OF THIS PRODUCT. THE '1.6 LOAD DURATION FACTOR WAS
<br />USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SFIALL
<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 SHEE712. 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-1 0-002-792(A) & 10-006-10231:
<br />CAMBRIDGE 535753-09; ELCO ULTRACON NOA #07-0425.01; ELCO CRETEFLEX NOA
<br />#03-0225.05; VISION EXTRUSIONS, LTD. WHITE PVC NOA 910-0420.06, TAN PVC NOA
<br />#11-0902.10; ANSVAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005
<br />ALUMINUM DESIGN MANUAL
<br />DESIGN PRESSURE RATING
<br />IMPACT RATING
<br />VARIES.
<br />SEE SHEETS 8 & 9
<br />LARGE & SMALL
<br />MISSILE IMP CT
<br />1-111W NOM. 1-1116, Nam.
<br />7116"AIPSPACE 7116AIRSPAC
<br />3116' Ul GLASS - 3/16"AN GLASS -
<br />&16'HS GLASS - VIWHS GLASS -
<br />DUFONT,09W4EXT' INT10. DUPONT 4EXT.
<br />SENTRYGLAS& .090* PVB
<br />7116* 31ftrTGIASS 7/1111"
<br />Nam NOM
<br />I /-<To) 1 76
<br />7W
<br />If BITE Iwo
<br />GLASS GLASS
<br />SITE � 1, 1 VA
<br />GLASS TYPE "A'
<br />SG LAMINATE,
<br />INSULATED GLASS
<br />000 Size
<br />Configuration
<br />Design
<br />Certification
<br />Numbers
<br />Width
<br />Height
<br />241.1
<br />9T
<br />)0=
<br />60
<br />60
<br />1913-265, 771
<br />20W
<br />120'
<br />)OOD(wifestragal
<br />60
<br />65
<br />190-257.774
<br />203!'
<br />W
<br />)O00(wifiestragal
<br />60
<br />60
<br />190-263,770
<br />241"
<br />96"
<br />)0=
<br />80
<br />80 1
<br />190-787
<br />201'
<br />98"
<br />X*O wlestregal
<br />80
<br />80
<br />1 90-264,772
<br />203'
<br />96"
<br />1 XION wfastragal
<br />1 90
<br />90 1
<br />190-266.773
<br />31116'ANGLASS
<br />3tlG'HS GLASS -
<br />DUPONT.020'PVB
<br />VIG'
<br />7 INOM
<br />GLASS
<br />GLASSTYEE 7P"
<br />PVB LAMINATE,
<br />INSULATED GLASS
<br />I-W16'NOM.
<br />WIWAIRSPACE
<br />-HEAT-MIRROR I"
<br />3/IVT GLASS
<br />GLASS TYPE'V
<br />PVB LAMINATE, INSULATED
<br />WITH HEAT -MIRROR FILM
<br />GLASS
<br />NOA DRAWING MAP
<br />. SHEET
<br />GENERAL NOTES .......... 1
<br />GLAZING DETAILS ......... I
<br />ELEVATIONS .................. 2-4
<br />FIORIZ. SECTIONS. ........ 5
<br />VERT, SECTIONS ........... 6
<br />ACCESSORIES ............... 7
<br />DESIGN PRESSURES 8-9
<br />EXTRUSIONS.. ... ........... 10
<br />PARTS LIST ..................... 11
<br />CONFIGURATIONS ........ J2
<br />PANEL TYPES ................. 13
<br />INSTRUCTIONS:
<br />1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING. THE ANCHOR REQUIREMENTS FOR THE
<br />SLIDING GLASS DOORS MAYBE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B
<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 8D PSF, OTHERWISE USE TABLE 2, SHEET 8.
<br />2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOWNAL
<br />PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE.
<br />3) CHOSE WHICH ANCHOR OPTION (A-D) 15 MOST APPLICABLE. ANCHORS ARE DEFINED IN TA13LE 1, SHEET 6,
<br />ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE.
<br />4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4, SHEETS 8 & 9� VERIFY THAT THE REQUIRED DESIGN
<br />PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN.
<br />5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7.
<br />6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7.
<br />, % k k � I I I I I I ".
<br />revindW,
<br />VWX
<br />-
<br />Riftabw
<br />%\0'� �YKN 441it"ll,
<br />I
<br />S
<br />N0.5B705
<br />EU -
<br />-13 4u, �' -
<br />%
<br />I � �1�1191�1 11 �0�0�1i'� 1,
<br />A. LYNN ULL
<br />Revie"fir-
<br />DNW-
<br />Rawlisk.
<br />RAL NOTES & GLASS TYPES
<br />J ROSOWSKI
<br />I0MTECMvaLOGyvMW
<br />VEMCC FIL 3IM
<br />P.O. am 15M
<br />N01<01I FL 34274
<br />I'llb:
<br />VINYL SGD INSTALLATION GUIDELINES
<br />111/18110
<br />570/2770/2870
<br />1 NTS
<br />Shent,
<br />1 1 OF 13
<br />FLA-SGD570-01
<br />CERT. OF AUTH. 023M
<br />DETAIL I PETAIL 2A [IJE-TAIL 2 FD-ET41L- 31
<br />__ L
<br />L!t �M_ONIRYJ IX OR 2X WOOD
<br />INTO MASONRY FILCKSTRIP SEE
<br />TYP. ANCHOR TYPE, EMBEDMENT AND EDGE L 01 NOTE 4. SHiET I
<br />CONCRIETEICMU REQUIRED IF DOOR
<br />PER ANCHOR DISTANCE R SUBSTRATE. SEE TABLE 1. SHEET 6 IGHJ Is OVER 96-
<br />R EDGE -��p ASTRAGAIL ADD -ON CONCRETEiCMU
<br />1 *7) PERANCHOR
<br />EQUIREI&NT _/
<br />DISTANCE NON-STRUCTURAL %ASTRA -ON REINF.
<br />3ALADD REQUIREMENT
<br />ANCHOR
<br />Y " 1' 11* '
<br />EMBED- NIOX2-I)TSMS
<br />REINFORCEMENT SCRE EMBEDMENT
<br />MENT W;S
<br />/_44 CIPTIONALf,,_. PER ASTRAGAL,
<br />__I EQUALLY-SPACEDAND 71
<br />114" _69IFROM ENDS (FACTORY TYP ANCHOR TYPE, EMBEDMENT
<br />MAX INSTALLED). AND EDGE DISTANCE PER
<br />SUBSTRATE, SEE TABLE 1. SHEET B
<br />P4
<br />INTERLOCK
<br />-�k7�- EDGE
<br />6 7 EXTERIOR DISTANCE
<br />POCKET ASTRAGAL BOX SCREEN
<br />P-HOOK
<br />LOCKSTILE
<br />C4
<br />FOR PANELWIOTH PA14EL NOT 1/4'.
<br />LOCKSTIUMS, DOOR FRAME WIDTH
<br />ASTRAGALS, D(�o - ; TYP- ANCHOR TYPE, EMBEDMENT
<br />FIXED DOOR FRAME WIDTH AND EDGE DISTANCE PER
<br />SUBSTRATE, SEE TABLE 1, SHEET6
<br />STILES AND 114' MAX.
<br />HORIZONTAL
<br />RAILS
<br />EDGE
<br />SEE NOTES DISTANCE- #8 X 314"SMS RE INFORCFMENT DISTANCE
<br />3&6 SCREW; 3 PER RAIL. LOCATED
<br />BELOW INr A 9'FROM
<br />AT CENTERL No
<br />ENDS (FACTORY INSTALLED)
<br />q
<br />-3/8- ROW 2-31W ROW
<br />FOR TYP ANCHOR TYPE, 2. SPACING q�' 8
<br />INTERLOCKS rmarOMENT AND EDGE__:jjj�� SPACING
<br />ONLY DISTANCE PER SUBST
<br />SEE TABLE 1, SIA
<br />EMBED -
<br />EDGE MENT
<br />DISTANCE I FIXED PANEL CLIP CbNCRETEiCMU
<br />AND ANCHORS, SEE ?ERANCHOR
<br />STANDARD SCREEN REQUIREMENT
<br />ZX WOOD BUCKSTRIP EMBEDMENT FIXED STILE
<br />OR FRAMING. SEE EXTERIOR 1A- MAX
<br />NOTE 4, SHEET I TYP. ANCHOR TYPE, EMBEDMENT 2X Wool) BUCKSTRIP PANEL WIDTH
<br />AND EDGE DISTANCE PER SUBSTRATE,
<br />EDGE SEE TABLE 1, SHEET 6 OR FRAMING SEE
<br />E.
<br />NOTE 4, SH ET I I DETAIL 3 [DffT_A_1L 37
<br />DISTANCE L
<br />_LNTO VVqOD__j I INTO �(?ry
<br />NON-S'FRUCTURAL
<br />ANCHOR
<br />EMBED-
<br />MENT
<br />MAX. NOTES
<br />1) DETAILS APPLY TO 2. 3 AND 4 TRACK kljt4 Revised
<br />CONFIGURATIONS.
<br />OPTIIONAL 2) SEE SHEETS 24 FOR ANCHOR LOCATION 6 SPACING. Cf Z"'
<br />P-HOOK 3) SEE TABLES 2-4 FORREINFORCEMENT
<br />RFINF_� REQUIREMENTS, 55705 R@WndBr 091ir
<br />PLATE (12' LONG, @ 1 4) CONTINUOUS ANCHOR PLATE, ITEM Life. IS REQUIRED Z 140
<br />PANELMIDSPAN
<br />AT ALL FRAME ANCHOR LOCATIONS.
<br />�6) 5) PANEL WIDTH DOES NOT INCLUDE NTERLOCK OR a 10T
<br />REINF.. ASTRACAL ADD -ON HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />EXTERIOR 1-0 of
<br />P TE
<br />1110 X 1414' P-HOOK FULLIENGTHOFTHE EXTRUSION. REFER TO TEST 107V TECHNOILOGY DRIVE r0e;
<br />PLATE SMS, III)ALL REINFORCEMENTS ARE APPROXIMATELY THE
<br />(5) 9 2-W OZ. REPORTS FOR EXACT DIMENSIONIS. At VIEWCE, FL 3075 VINYL SGD INSTALLATION GUIDELINES 111/18/10
<br />P.a DOW T&V
<br />DETAIL 1 NOWUA FL.W274 onwev No. ROW.
<br />I woof) MRT. OFAUT11. 02LM-1 570/2770/2870 1 NTS 1 5 OF 13 1 FLA-SGD570-01
<br />DET AIL 1: ETAIL 2A �b_E_TA_1_IL 2
<br />�!ZTRAnAl L
<br />=INTERI
<br />TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
<br />CONCRETEICMU DISTANCE PER SUBSTRATE. SEE TABLE 1. SHEET 6
<br />PER ANCHOR
<br />REQUIREMENT 'DGE ASTRAGAL ADD -ON
<br />DISTANCE
<br />NON-STRUCTURAL -(3� ASTRAGAL ADD -ON REINF.
<br />ANCHOR
<br />FMBED- IfIQX2-1,081019
<br />REINFORCEMENT SCREW 5
<br />MEN7 -
<br />OPTION
<br />EQUALLY -SPACED
<br />FROM ENDS (FACTORY
<br />INSTALLED)
<br />MAX. 2 1\
<br />TF
<br />Lo
<br />f_,44)
<br />F 7,_
<br />ASTRAGAL
<br />POCKET
<br />1-1 11 Z AV, ____
<br />PANELWIDTH LOCKSTILE _ _ _ j _ - PANEL WIDTI.
<br />DOOR FRAME WIDTH
<br />- DOOR FRAME WIDTH
<br />114' MAX. j I L
<br />T_:L/ I i �
<br />EDGE 11 F_ 11111 X 314"SMS REINFORCEMENT
<br />DISTANCE 17
<br />GREW; 3 PER RAJL. LOCATED
<br />AT CENTERLINIF AND 2'FROM
<br />ENDS (FACTORY INSTALLED)
<br />WIRED IF DOOR
<br />HEIGHT IS OVER 96'
<br />INTERLOCK
<br />FOR 2-31a"Row
<br />r TYVANCHORTYPF- SPACING
<br />INTERLOCKS ENT 7 E GE 5.
<br />ONLY =T r"BED" SUBS D
<br />DISTANG -PER TE
<br />r
<br />"E ,E ET
<br />TA
<br />E GE
<br />DISTANCE FIXED PANEL C IP
<br />AND ANCHORS, FF
<br />DETAIL SHEET 7 STANDARD SCREEN
<br />2X WOOD SUCKSTRIP EMBEDMENT FIXED STILE
<br />OR FRAMING, SEE TYP. ANCHOR TYPE, EMBEDMENT PANEL WIDTH EXTERIOR
<br />NOTE 4, SHEET 1 2X WOOD DUCKSFRIP
<br />AND EDGE DISTANCE PER SUBSTRATE, OR FRAM4NG. SEE
<br />- EDGE SEE TABLE 1, SHEET 6 NOTE 4,$HEET I [D_t_fA_1L ;DETAIL 2
<br />DISTANG r
<br />E _Z' INTO
<br />NON-S7RUCTURAL
<br />/-ANCHOR
<br />EMBED- VAII
<br />MENT
<br />7D-ETAk 3-1
<br />IXOR2XWOOD
<br />SUCKSTRIF SEE
<br />ix NOTE 4, SHEET 1
<br />CONCRETEiCMLI
<br />PER ANCHOR
<br />REQUIREMENT
<br />EM
<br />BEDMENT
<br />TYP. ANCHOR TYPE, EMBEDMENT
<br />AND EDGE DISTANCE PER
<br />SUa RATE. SEE TABLE 1. SHEET 8
<br />EDGE
<br />DISTANCE
<br />100
<br />TYP. ANCHOR TYPE, EMBEDMENT
<br />---- - - AND EDGE DISTANCE PER
<br />SUBSTRATE. SEE TABLE 1, SHEET6
<br />EDGE
<br />DISTANCE
<br />2-3/8* ROW
<br />SPACING
<br />EMBED-
<br />MENT
<br />CONCRETEICMU
<br />PER ANCHOR
<br />REQUIREMENT
<br />IA'MAX.
<br />FIDEI�!L� I
<br />INTO MAS2�RY
<br />MAX. NOTES .' � % I I � I I I I I , , "
<br />1) DETAILS APPLY 10 2,3 AND 4 TRACK �,,(NN ftWmxI IIY� DaW. 1111101AW:
<br />L OPTIONAL 2) BE E SHEETS 24. FOR ANCHOR LOCATION A SPACING.
<br />P-HOCK 3) SEE TABLES 2-4 FORREINFORCEMENT
<br />,eNS,
<br />R.Ad9r DOW R.Wakm
<br />REINF.
<br />REQUIREMENTS.
<br />PLATE (12' LONG, 41 CONTINUOUS ANCHOR PLATE, ITEM Life, IS REQUIRED Z
<br />PANEL MIDSPAN
<br />AT ALL FRAME ANCHOR LOCATIONS.
<br />P-HOOK 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR LLj By.
<br />REINF. EXTERIOR ASTRAGAL AD` -ON HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />AT;: Of
<br />PLATE SMS, ?.Q T 6)AUL REINFORCEMENTS ARE APPROXIMATELY THE
<br />1070 TECHIVOLOGY aR/W To.,
<br />910 X 1-11/4' P-HOOK FULL LENGTH OFTHE EXTRUSION. REFER TOTEST
<br />2-5W D.C. REPORTS FOR EXACT DIMENSIONS, N. VgMU-. R 3075 VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />I \7 " SSIONPNo P.O. am Iwo I
<br />DETAIL 1 AORWr� FE M274 amft No. RM
<br />INTO WOOD A. LYNN MILLER, P.E. 770/2870 js'N"TS GD570-01
<br />I P r 0 CERT. CFAUTH. #DM 570/2 5 OF 13 1 FLA-S I
<br />2-TRACK CONFIGURATION 10 E-7-A -*. 'C_ -21
<br />�/t �SE
<br />6' MAX. MAX.
<br />,THIS SHE
<br />[DETAIL 0
<br />ANCHOR FWTAIL E ANCHOR APPROX. 6'. [m.L A DETAIL DAYLIGHT OPENING IDUD) FORMULAS
<br />LOCATIONS FOR
<br />TAIL A I � LOCATIONS FOR NO"TRUCTURAL E�IS SHEq M.L., THIS 8 [THIS SH WIDTH: PANEL WIDTH - 6-911111!
<br />Ebi 4EXT. BYPASS MEAD A SILL) i -L HEIGHT. PANEL HEIGHT - &&IIV
<br />4EX1. POCKET CONDITIONS.
<br />CONDITICINIS. 21 _G' :L (7
<br />ANCHOR$ [INTO MAX. ..... ...... PANEL WIDTH
<br />12' MAX. O.G. P-HOOK. O.C. A
<br />OLD
<br />__j
<br />j DAYLIGHT
<br />T_ OPENING WIDTH.
<br />_4
<br />"41 DAYLIGHTI
<br />NiNG:
<br />/j/ I SHEET IS
<br />1 ANCHOR CENTER OF I ANCHOR 0 CENTER OF A DETAIL OPE
<br />[EiTAIL EFO 1A PANELSEETABLES EACH PANEL SEE TABLES HEIGHT
<br />ON SHEETS 8 A S. EXT.r ON SHEETS 3 & 9, 1 L FDETAL
<br />E: WOR'O' X
<br />.219' MIN. D.C. PANEL TYPE PANEL TYPE
<br />dC
<br />3ANCHORS 6 CENTER OF 2 ANCHORS 8 CENTER OF POC
<br />�Ail_ 1
<br />IVETAILEI�2j r-T---\-) EACH PANEL. SEE TABLES ON EACH PANEL. SEE TABLE$ BY - - ------ Rill
<br />SHEETS.R.As ON SHEETS & & 2:
<br />. I / OTHERS
<br />4'MIN. O.C. (UNDER
<br />EXT.V \___1 PANEL
<br />4'MIN. O.C. SEPARATE '4 mTAtL 3 HEIGHT DLO
<br />APPROVAL) EFFEE r M
<br />3.2119"MIN.O.C. -1
<br />LUSTER OF 3 CLUSTER OF 3 DETAIL
<br /> lr___ SHEET
<br />ANCHOR$ Q ST ILE ANCHORS 0 STILE
<br />INTERSECTM. INTERLC
<br />INTERSECTIONS. SEE 3HOWN
<br />E SEE TABLES Ol. I ABLES ON SHEETS a A 9. A
<br />SHEETS 15 & 9. EXT.V PANEL IVEI a, MAX.
<br />(0 HEAD
<br />4'MIN. D.C.
<br />--- - --------- ----
<br />I . I I . I I __ a SrLL)
<br />4* MIN. D.C. ! I k I I
<br />,TV F
<br />L
<br />_�N
<br />�E "
<br />a' MAX..
<br />4* MIN. O�C JHEAD A SILL) 6' MAX.,
<br />FuTiji (HEAD A SIUL�
<br />CLUSTER OF 5 DET
<br />ANCHORS @ STILE CLUSTER OF 5 ANCHORS ��L I G 1 ISS Derm F
<br />2.37b"TYP. INTERSECTIONS *SIT LE INTERSECTIONS. DETAIL THIS SHE
<br />SEE TABLES 0. SEE TABLES ON SHEETS VHISSHEET THISSH
<br />mg AL-Q
<br />LXT.v B&IT 1. 1Z I DETAIL H21
<br />EXT.v SHEETS 8 & 9. / THIS SH�" C6+2 ANCHOR
<br />C3+1 ANCHOR . __�! 1 CONFIGURATION SHOWNi
<br />3.21ir MIN. O.C� D.C. CONFIGURATION SHOIN 1; f__j
<br />(SEE APPUCABILE DP
<br />6^ MA)L TABLES? 3 OR 4)
<br />fTO END OF (TO END OF TABLES 2.3 OR 4)
<br />ATTACHED JAMB ATTACHEDJAMS NOTES:
<br />1) FOR CONFIGURATIONS, SEE SHEET 12.
<br />FDETAIL F71 IANCHOR 6 2) FOR ANCHOR EDGE INSTANCE AND
<br />ANCHOR 0 SILL ENDS. EMBEDMENT. SEE TABLE I SHEET 6.
<br />EXT.v -1EAD ENDS- EXT.V91 3) DAYL104T OPENING JDLO) FORIMULAS:
<br />WIDTH: PANEL WIDTH - "16'
<br />hgM'. SEE TABLE 1, SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. HEIGHT: PANEL HEIGHIT - 8.0116,
<br />1.37
<br />.low
<br />EXT.V
<br />VEEPHOLE PATTERN @ 24' O-C.
<br />WEEPHOLE PATTERN @ SILL ENDS
<br />_5ETA I L 4
<br />I P
<br />�R
<br />TYP. ANCHOR TYPE. EMBEDMENT AND
<br />MiN. 2.7 KSI CON E EDGE DISTANCE PER SUBSTRATE,
<br />HEAD PER ANCHOR SEE TASLE1. allEETO
<br />REQUIREMENT, SEE �_.Vjr
<br />TABLE 1. SHEET 6 ROW EDGE
<br />PACING DISTANC E EDGE
<br />DIATANCE
<br />EMBED-
<br />MENT.
<br />V4'
<br />MAX
<br />-Cl)
<br />IXCR2X
<br />WOOD
<br />RUCKSTRIP.
<br />SEE
<br />NOTE 4,
<br />DETAIL 4_1
<br />INTO WO 0 �'
<br />TYP. ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUMRATE,
<br />SEE TABLE 1, SHFFT6
<br />2-3t`B'
<br />IXA(L__�
<br />7, EMBED-
<br />1/4'
<br />PBX-V4"SMS
<br />REINFORCEMENT SCREW,
<br />7 PER STILE, LOCATED AT
<br />CENTERLINE AND W. 9* &
<br />1r FROM ENDS (FACTORY
<br />INSTALLEDY
<br />RVAWdW. DAIN,
<br />RrAleflily.
<br />Dinim,
<br />Ct 4u
<br />"a tA
<br />ANCHOR LOCATIONS (2 TRACKS)
<br />Dw#n
<br />J ROSOWSKI
<br />STA
<br />n1v
<br />011110.1
<br />FLORIP"-'.
<br />1070 TECHNIOLOG r ORWE
<br />.......
<br />N. W_MCj_: FL.UM
<br />VINYL SGD INSTALLATION GUIDELINES
<br />11/18/10
<br />P.O."Imp
<br />NOXOM4 rL 34274
<br />8wb&v"W1
<br />GCWK
<br />Shoat
<br />A. LYNN MILLER, P_F_
<br />E.# 511705 ,
<br />CENT OF A UTH. #29M
<br />1570/2770/2870
<br />1 NTS
<br />1 20F13
<br />j7T*AN-`SGD570-011
<br />FOR
<br />EXTERIOR
<br />AS-AGALS.
<br />FIXED STILES
<br />AND
<br />HORIZONTAL
<br />RAILS
<br />�j
<br />I
<br />SILL RISER VARIES
<br />WITH REQUIRED
<br />POS:TIVE DESIGN
<br />FRAME
<br />PRESSURE, SEE TABLE
<br />HEIGHT,
<br />I cc
<br />PANEL
<br />-zj.EF NOTES
<br />U
<br />A, S�AEETS A & 9.
<br />SEE
<br />I
<br />HEIGHT
<br />3&6
<br />BELOW
<br />TABLES
<br />I
<br />2,3 A 4
<br />;5
<br />FRIA E
<br />RISER
<br />ILI
<br />4-1110'
<br />RISER
<br />RISER
<br />&ETAIL �4
<br />L INTO MASON"
<br />TYP. ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE,
<br />SEE TABLE i SHEET 6
<br />2-3M. EDGE
<br />ROW DwrANCE
<br />PA CING
<br />14"
<br />MAX
<br />TABLE 1. ANCHOR TYPES:
<br />47
<br />TYP. ANCHOR TYPE, EMBEDMENT AND
<br />_qETAIL
<br />EDGE DISTANCE PER SUBSTRATE
<br />SEE TABLE 1. SHEET i
<br />EDGE
<br />CISTANCIE
<br />W63-75
<br />�LUMINUM SUBSTRATE
<br />METAL SUBSTRATES TO BE PROPERLY DESIGNED
<br />TO TRANSFER LOAD IMPOSED ON THEM
<br />TYP. ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE 16GASTEELSTLIDORA36
<br />SEE TABLE 1. SHEET i
<br />EDGE STRUCTURAL STEEL
<br />DISTANCE SUBSTRATE
<br />DETAIL
<br />METAL SUBSTRATE DETAILS SHOWN FOR HEAD
<br />(SIMILAR DETAILS APPLY TO FRAME JAMB AMD SILL,
<br />EXCEPT POCKET JAMB)
<br />NOTES
<br />1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS.
<br />2) SEE SHEETS 24 FOR ANCHOR LOCATION & SPACING.
<br />C9 3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS.
<br />4) CONTINUOUS ANCHOR PLATE. ITEM #B, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS.
<br />5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON.
<br />2 0 8) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF T14E EXTRUSION. REFER TO
<br />14 8 1-11 116* TEST REPORTS FOR EXACT DIMENSIONS.
<br />GROUTAS
<br />NEEDED, 114'
<br />1/4' L
<br />MAX. SEE
<br />EMBEDME91. N07E 5 MAX Z T pdvkwr
<br />Kil
<br />SHEET t4o'
<br />MiN 2
<br />CONCRETE 0 2X WOOL) BUCKS TRIP EIDGE LLI -
<br />E' SILL PER ANCHOR / CIL- 51 101, Lur Z: vow"M oven Dr.
<br />D REQUIREMENT. OR FRAMING, SEE DISTANrF
<br />NOTE 4, SHEET I VERTICAL INSTALLATION DETAILS J ROSOWSKI
<br />SEE TABLE 1. TYP ANCHOR TYPE, EMBEDMENT
<br />TYP. ANCHOR E, EM13EDMENT I
<br />AND EDGE DISTANCE PER SHEIET6 AND EDGE DISTANCE PER 1070 7ECHNOLO&Y DRIVE Nft'
<br />SUBSTRATE, SEE TABLE 1, SHEET 6 Y;=-r A SUBSTRATE. SEE TABLE 1. SHEET 6 ........ N. VENICE, FL M275 VINYL SGD INSTALLATION GUIDELINES 18110
<br />DETAIL DETAIL 5] SIIDNNI� P.O. Box IW9
<br />INTO MAS NCAOI1&, R 3W4 scaie: Sh"t one"v NA
<br />INTO WOOD -1 1
<br />A. LYMN MILLER, PE
<br />P.E.4 58705 CERT. OFAU77i 029M 570/2770/2870 NTS 6 OF 13 1 FLA-SGDr,7t)-nl
<br />Type
<br />Substrate
<br />Anchor
<br />Illialmium
<br />Embedment
<br />Wn' Edge
<br />Distance
<br />A
<br />P.T. Sauthem Pkv
<br />(5G -.55)
<br />#12 SheM Metal Screw IGS)
<br />1-318'
<br />314"
<br />114' Etco UltraCon
<br />1-112"
<br />1-314"
<br />IM"Elco Crate -Flex SS4
<br />I-Ijr
<br />1-314'
<br />Akonin=. 6053-T5 min.
<br />#12 Sheet Metal Screw (G5)
<br />0.125"
<br />112,
<br />SLOW Stud, Gr, 33 rnin.
<br />*12 Shed MetalScfew M
<br />Ifta (0.0451'�
<br />112"
<br />A36 Steel
<br />#12 Sheet Metal Screw (G6)
<br />18ga (0.0451')
<br />112'
<br />5
<br />P.T. Southern Pirke (SG - .55)
<br />012 Wood Screw (G5)
<br />I-afe,
<br />3/4"
<br />Concrete Onh Z7 ksil
<br />1/4' Elco UltraCon
<br />Ive-
<br />1.
<br />C
<br />ConcPale (viin 3,35 If I)
<br />IM'Elcc Crete -Flex SS4
<br />1-314*
<br />11
<br />Ungrciirled CMU. Jamini, Oniy
<br />(ASTM C-90)
<br />114" Elca UkraCon
<br />1_114r,
<br />1.
<br />1W Elca Crele-Flex SS4
<br />1-1/4'
<br />i1v4"
<br />Conclat" (min. 7.7 ksQ
<br />114" Elco UKraCon
<br />I've"
<br />2-1/2"
<br />3.35 ksl)
<br />1W Elco Qate-FIM SS4
<br />1-314"
<br />2-112"
<br />UZn
<br />"M
<br />(A �; Only
<br />S� 1 1
<br />IW Elco UllraCon
<br />1-111r,
<br />2.lL-
<br />114" Elco Cro&Flex SS4
<br />1-114"
<br />2-112'
<br />vT=y.S!401y I
<br />CERTTICATION AUTHORIZATION REPORT
<br />Doatund Nu. FP,.Nl B 1 -02
<br />hif",
<br />FMA Keystone Certification Program
<br />Certification Authorization Report
<br />CAR & Product ID Number: 190 - 263
<br />CAR Issue Date: 12/14/2010
<br />CAR Expiration Date: 11/11/2014
<br />Company Code: 190
<br />This Certification Aurthorvidion Report (CAR) is issued by KP,,-,Ione. Cert ficajons Inc. MCI) after fu I validation review
<br />of the onoduct qualificeition documents for t1he producA named below. This report is only vaLd when signed by t�.e
<br />��`esident cr KCI and nd cates -.hf, prOCLICt as nianUfaCtUred by the company named belaw has been tested and meets
<br />:hE requifenifE. its of tt-ie reference:i standa.ra a:-.ci s elig.bJe for the application of FMA Keystone Certification Program
<br />cedification labe4s. Ucensee stipulates in affixing certillicalian labe s to pi aducts that tt-ose products are repiesentalive
<br />of the speamen evaluated end clactimentedd fo, ce,tification auitionzation Only producAs bearing such a cerl,ficaaon
<br />label shall be zonsidered cer-Ned. The nfo- i-mlicin in this report can be verified at w.,,w.keystonecerts-com.
<br />Company Information:
<br />Product Information:
<br />PGT Industries
<br />Mode:
<br />470/6701277012870 Impact PVC SGD w/As
<br />1070 Technology Dr.
<br />Operatot Type:
<br />SD
<br />PO Box 1529
<br />Configuration:
<br />H1J/S/AsUC1ip1AI1,GS-15/32 HS/Ann Lanni 11
<br />Nokomis FL 34274
<br />N1 ax 'A' idth:
<br />203
<br />Max Height:
<br />96
<br />Referenced Standard: Product Rating:
<br />I isseave, n one, x
<br />Qualifying Test Information:
<br />Test Report No:
<br />Test Re.00rt Expiration:
<br />FTL-6376/6377
<br />1 1111 1=14
<br />Authorized Signature:
<br />Martia Falke. Presleeit
<br />Keystone Certifications, Inc.
<br />1790 Old Trail Road, Suits D
<br />Etters, Pannsylvanii 17319
<br />Phone: 717-932-850C
<br />Fax: 717-932-5501
<br />; -.ke,si:-nererscom,
<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 />f 0't'g I
<br />'10
<br />0
<br />U co
<br />IMM�
<br />
|