|
[DET)k
<br />INTO MASONRY
<br />IXOR2XWOO1D
<br />OUIRED IF DOOR
<br />1-1)(0
<br />�
<br />BUCKSTRIIP, SEE
<br />NOTE4,SHEET1
<br />Ht16HII5u*RVe"
<br />CONCRETEJCMU
<br />PER ANCHOR
<br />F,
<br />REQUIREMENT
<br />I- tMk*.0MtNT
<br />I I I
<br />TYP ANCHOR TYPE, EMBEDMFNT
<br />r- AND EDGE DISTANCE PER
<br />ussm-im sm TABLE 1, SHEET 8
<br />TIP
<br />W
<br />INnERILOCK
<br />EDGE
<br />... DISTANCE
<br />PANEL VAU...
<br />IUR PANELWIDTH 1_14'MAX�
<br />14"MAK SUBSTRATE, SEE TABLE I.Si
<br />17ON'TA1
<br />LOCXSTI�ES. DOOR FRAME VYIDTH
<br />ASTRAGALS: TYP. ANCHOR TYPE, UVEDMENT
<br />DOOR FRAME Vv.DTH
<br />FtXtD AND FDOb DISTANCE PER
<br />STILES AW)
<br />RAR S T_
<br />FOR EDGE
<br />EOC*
<br />SEE NOTES DISTANCE #A X 3i4'.';Mq RP NFORrhi DISTANCE
<br />3&6 SCREW. 3 PE
<br />I BELOW 46
<br />R RAPL. LOCATED r,
<br />q
<br />AT CENTERLINE AND ft' FROM it I
<br />ENDS (FACTORY INSTALLED)
<br />T2_8
<br />r
<br />__j
<br />Itir ROW
<br />OR
<br />TYP ANCHORTYPE, SPACING 2-31r ROW
<br />14TERLOCKS r%mrnmEisrr AND EDGE
<br />SPACING
<br />ONLY r
<br />TANGE FIER SU35 . . ....... . ............ 71 1
<br />DiS : *.
<br />H E-1
<br />SEE TABLE 1. 3 11-
<br />jD-
<br />EMBE
<br />r EDGE
<br />MENT
<br />DISTANCE
<br />FVKED PANEL LI
<br />'C NCRETMMU
<br />ANDANCi 0
<br />J_ DETAIL SHEET PER ANCHOR
<br />STANTIARD SCREEN
<br />2X WOO') RUCKSTRP 4 1
<br />CMDEDMEN7 -6- FIX170STILE
<br />OR FRAMING, SEE TYP. ANCHOR TYPE. EMBEDMENT EXTERIOR Im. MAX
<br />PAIJELV-40TH
<br />NOTE 4, SHFFT I AND ��IJQE U;U! ANCE PER SUBSTRATE 2)(woonAUCK TRIP
<br />SLLIAULLI,Si OR FRAMING; SEE
<br />ng NOTE 4, SHEET I [DETAIL 3 �DETAIL J, DETAIL 3
<br />Ea.
<br />DISTA.r-r
<br />17,/ N INTO_yy?oD `6��ONRY
<br />/7 MZTRUCTURAL
<br />ANCHOR
<br />I, MULD-
<br />MENI
<br />1A,
<br />MAX
<br />S APPLY TO X, 3 AND 4 11 RffvhW SY7
<br />1) Of: rAi.
<br />NOTE
<br />. ...... 44,
<br />CONFIrIURATIUNS.
<br />P4-ZX)K . . ...... I
<br />3)SEE-rARIFS2.4FORRFINFOnCr-.ME-4T . ':�
<br />: , Q
<br />2) SEE SHEET$ 24 FOR ANCHOR LOCATION & SPACING.
<br />4�) R F Anybed Nr bob-
<br />REGUIREMENTS.
<br />PLA I E (12' LUNC. 0 i
<br />4) CONTINUOUS ANCHOR PLATE, ITEM #15. IS
<br />I
<br />PANELMiDSPAN
<br />L-I ;.",- Al AILL f-RAME ANCHOR LOCATORS. Z
<br />P,H(X)K 7 Din" By,
<br />-1 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR Oak.:; PLI
<br />RENIF - . ....... .. ASTRAGAI. AIIF� ON
<br />�61 I HORIZONTAL INSTALLATION DETAILS J R0,9OWSKI :
<br />EXTERIOR "i of- i
<br />i
<br />PLATE SMS" II)ALL RILINFORGEMENTS ARC APPROXIMATELY THE SOO
<br />N't X 1 -1;4., PULL _17NGTH OF THE EXTRUSION. REFER TO TEST FLL0.01 1010 TIECIWM06YDR&V rox.,
<br />C:q�_
<br />4A 2 CC. REPORTS FOR EXACI UIMENSIUNti.
<br />M VENM R ME75
<br />P.O. Pox tug VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />DETAIL 1
<br />R, NTS 1'5 OF 13 'FLA'-SGD570-01
<br />I I I'l � % I NOWK,�% FE M274
<br />INTO WOOD A. LYNN MILLE P.E.
<br />P I (A sva� CERT. OFALM( #29M 57012770/2870 1
<br />............ ..........
<br />.. .............
<br />DET AIL 1 jp.�TAIL 2A b_E _TA E 2
<br />L� �MASONRYJ ASTRAGAL IN LO
<br />CONCnETF?CMtj TYP. ANCHOR TYPE, EMBEDW-N I AND I:Lx�F
<br />01!i IANCE MER SUBSTRATE, SEE TABLE i. SHEET 6 1
<br />PPR ANCIIOR
<br />REQUIREMENT
<br />DISTA I N^.F ASTRAGAL ADb-ON
<br />NON-STRUCTURAL
<br />QQ) ASTRAGAL ADD -ON REINF.
<br />A ANCHOR
<br />(40�-N
<br />1, _7�
<br />MENT REINFORGEWNIT SCREW; S
<br />PF R ASTRAGAL.
<br />h(JUALLY-5PACED AND 7'
<br />rROM ENDS (FACTORY
<br />V4' 'I I
<br />I J_
<br />MAX INSTALi
<br />a
<br />EXTERIOR
<br />A55TTZAG AJ
<br />Pwi
<br />POCKET
<br />LOCKS11LI:
<br />PANLLWIUIIl PANEi.WIDTH
<br />LCCKSTfLI:%, DOOR FRAME WIDTH
<br />ASTRAIDALS. DOOR FRAME W,DTH
<br />FIXED
<br />STILES AND 114* kW
<br />i3ORI?0NTA1
<br />T_.
<br />KAN.$
<br />SE�NOJ ES EDGE
<br />GEN_ERAI_ NOTES: SERIES 570,2770 & 281U LARGE MII%SILE, IMPACT-RE$1.51 ANT, VINYL, REINFORCED SLIDING GLASS DOOR
<br />1) THIS PRODUCT HAS BFFN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORILA 801 UINU CUDE.
<br />ALLRIGID WHIT E OR TAN PVC AND COMPOSITE RENFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS RFFN TFSTED TO
<br />COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS.
<br />ENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASO PLUS). EY�-,090"DUPONTSUTACITEPVB:
<br />2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR); Tt-TEMPERED. HS HEAT STRENGTHED. AN -ANNEALED, SG-.D90 DUPONT
<br />GLASS TYPE A: 3116' HS GLASS .090" SG INTERLAYER + 3116" HS GLASS + 7!16'AIR SPACE 4 3/16" T CAP
<br />CLASS 1 YPE 8-3116' �S GLASS
<br />-090" VVI3 INTERLAYER - &116�'AN GLASS + 7116- AIR SPACE + 3i16TT CAP
<br />GLASS TYPE C: 3M 6" HS GLASS + .090' PV13 1NTE RLAYE R * 3116' TN_ GLASS - 9110" AIR SPACE WITH H7EAT,M IRROR FILM + V 16" T CAP
<br />APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 9055.
<br />31, MASONRY ANCHORS MAY BE USED INTO WOOL) AS PER TABLE 1, SHEET 6. ALL WOOD DUCKS LESS THAN 1-1/2' THICK ARE TO BE
<br />CONSIDERED 1X INSTALLATIONS. IX WOOD BUCK,
<br />R ARF OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED
<br />THE
<br />AS2XARE1-V2"THICKORGRFATFR. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO
<br />STRUCTURE. WOOD BUCK DESIG RESPONSIBILITY OF I HE ENGINEER OR ARCHITECT OF RECORD.
<br />-SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS)
<br />4) Ir SILL 15 TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON
<br />'N AND IN'S.TAI.t ATION IS T1If
<br />(MAX. 1,4' SHIM SPACE FOR GROUT) MUST FULLY
<br />SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC.
<br />SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NO1 -IIGHT"FU THI= SUBSTRATE, AND
<br />TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FFI.T PAPFR OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD
<br />5) ANCf IOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SLIFFICIEN7 LENGTH TO
<br />ACHIEVE THE EMSEDMENTS SHOWN ON 1ABLE 1, SHEET 5. PROPER SEALING OF ENTIRE ASSFMKLY IS THE RESPONSIBILITY OF OTHERS AND IS
<br />BEYOND THE SCOPE OF THESE INSTRUCTIONS.
<br />6) DESIGN PRESSURES:
<br />A. NEGATIVE DESIGN LOADS 13ASED ON TESTED PRESSURE AND GLASS TABLES ASIM E1300 4
<br />B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-04.
<br />0.
<br />7) THE ANCHORAGE M
<br />ETHODS 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 DESIGN 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 SHALL
<br />MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
<br />8) SHUTTERS ARE NOT REQUIRED.
<br />9) ALL DOM CONFIGURATIONS, UP TO 8 PANELS ANDIOR 4 I -RACKS, ARE QUALIFIED,
<br />SEE SAMPLE CONFIGURAnONS ON SHEET 12. DOOR S17FS K41JST BE VERIFIED FOR
<br />COMPLIANCE WITH ECRESS REOUIREMENTS PER THE FLORIDA BUILDING CODE.
<br />10) RErERENCES: TEST REPORTS FTL-6337 116338; EXOVA-10-002-792(A)&10-OD6-10231-,
<br />CAMBRIDGE 535753-09. ELCO LILTRACON NOA 007-0425.01; E-I_CCCRE1EFLEXN0A
<br />#0,"225,05: VISION EXTRUSIONS. LTD. WHITE PVC NOA 910-0420,06, TAN PVC NOA
<br />#11-0902.10; ANSIIAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005
<br />1 ALUMINUM DESIGN MANUAL
<br />DESIGN PRESSURE RA rING IMPACT RATING
<br />VARIES. LARGE & SMALL
<br />SEE SHEETS 8 MISSILE I ACT
<br />I-V16'NOM. 11-VIS' NOM.
<br />711TAIRSPAC
<br />_1: 7016'AIRSPACE
<br />E
<br />Hj GLASS
<br />311S"ANGLASS
<br />3/10' t!,� GLASS
<br />4�
<br />3110 HiGLASS —
<br />1
<br />DUPONT.0Wr4E"T_
<br />-
<br />INT 111.
<br />SENTRYGLASO
<br />.0w Pvs
<br />7116. —
<br />—
<br />WIS' T CLASS ?he*
<br />NOM
<br />NON
<br />HE
<br />IV,
<br />7 7W
<br />H I I _ GLASS
<br />BITE
<br />BITE
<br />GLASS TYPE "A"
<br />—Se, —LA—kh-N—ATE,
<br />INSULATED GLASS
<br />Door Size
<br />—
<br />Width Height
<br />Configuration
<br />Design
<br />certilficaucin
<br />Numbers
<br />Pef
<br />0 psi
<br />241"
<br />60
<br />100-265.771
<br />20T
<br />120"
<br />)00O(wf*aIm9*I
<br />60
<br />6b
<br />190-267.774
<br />20Y'
<br />W
<br />—95"
<br />)000(vdastragal
<br />60
<br />60
<br />190-263, 770
<br />I.,
<br />80
<br />1 80
<br />1 190-787
<br />Ee_
<br />)OM w1ast,ega!
<br />__)060(�i I_r*agia1
<br />80
<br />90_
<br />1 80
<br />1 190-264, 772
<br />20T
<br />1 00
<br />1 190-268, 773
<br />3MS'AN GLASS
<br />3116' HS GLASS -
<br />OUPONT.DW PVS
<br />7116"
<br />_LOT�_
<br />7/r
<br />GLASS
<br />BITE
<br />_j
<br />— 311rTGLASS
<br />GLASS TYPE
<br />PVB LAMINATE,
<br />INSULATED GLASS
<br />11111116"AIRSPACE
<br />HEAT-MIAROR F
<br />3"5'T GLASS
<br />GLASS TYPE "C'
<br />PV8 LAMINATE, INSULATED
<br />WITH HEAT -MIRROR FILM
<br />GLASS
<br />SHEET
<br />GENERAL NOTES .......... 1
<br />NOA DRAWING MAP
<br />GLAZMG DETAILS ....... _1
<br />ELEVATIONS .................. 2-4
<br />HORIZ, SECTIONS ......... 5
<br />VERT- SECTIONS ........... 6
<br />ACCESSORIES ............... 7
<br />DESIGN PIRESSURES...."
<br />EXTRUSIONS ............. _10
<br />PARTS LIST ....... ........... _1 1
<br />CONIFIGURATIONS ......... 12
<br />PANIELTYPES .......... ...... 13
<br />INSTRUCTIONS:
<br />1) KNOWING THE REOUIRED DESIGN PRESSURF OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE
<br />SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES 8
<br />OR C. USE TABLE 4, SHEET 9. FOR GLASS TYPEA, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN
<br />PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2. SHEET 8.
<br />2) LOCATE THE SLIDING GLASS DOOR SIZE (A THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL
<br />PANEL WIDTH, WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS is [Z
<br />5 ROUND UP TO THE NEXT L TED S E.
<br />3) CHOSE WHICH ANCHOR OPTION (A-D);S MOST APPLICABLE. ANCHORS ARE DEFINED IN I A13LE 1, SHEE: 16,
<br />ALONG WITH THF APPROPRIATF I E GE DISTANCE
<br />SUBSTRATE, MINIMUM EMBEDMENT AND MIN MUM D
<br />4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4. SHEETS 8 & 9), VERIFY THAT THE REQUIRED DESIGN
<br />PRESSURE IS MET OR EXCEEDED. USF THIF ANCHOR QUANTITIES SHOWN.
<br />5) INSTALL AS PER Tf;E INSTRUCTIONS AND DETAILS ON SHEETS 2-7.
<br />6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTAI LED AS SHOWN ON SHEET 7.
<br />flawl"d Pr
<br />01
<br />......... �Plz
<br />N.-).
<br />W_
<br />A J
<br />...... \X
<br />A. LYNN ULAIP\f,
<br />P E # 587M
<br />GENERAL NOTES & GLASS TYPES
<br />J ROSOWSKI
<br />1070TEGhINCLOGYDRAff
<br />vvmr. Pi. $#M
<br />P-0. Box 15a
<br />MOKOW, r-L 34214
<br />7W.,
<br />VINYL SGD INSTALLATION GUID ELINES 111/18/10
<br />DaNiftne. -I
<br />FLA-SGD570-01
<br />__1
<br />CEW. OF AM. #25-12M
<br />I DETAIL I EETA7l'
<br />L IK
<br />WrERL(��_
<br />T
<br />I YP. ANCt,OR TYPF, FMRFDMFNT AND EDGF
<br />CoNCAE-1 Er-kiu PISTANCE
<br />PERANCNOR FER SUBSTRATE, SEE TABLE 1, SHEET6
<br />Fr)AF
<br />REQU 0 STANCE
<br />REMEN'l 1 .11, 66) ASTRAGAL ADD -ON
<br />I
<br />NOWSTRUCTURAL .,--430,,ASTRAGAL ADD -ON RFINF.
<br />ANCHOR
<br />EMBED. PIOX211/2"SMS
<br />REINIFORCEMENT SCF
<br />MEN7 '2 . 0,01"TICINA1 Prk ASTRAGAt.
<br />IT— QUAL;LY-SPACLDANc r
<br />VC FROM ENOS (FACTORY
<br />INSTALLED).
<br />MAX
<br />T MILL
<br />EXTERIOR
<br />P41
<br />ASTRAG-
<br />POCKET
<br />LW9,STILE
<br />7
<br />FD—ETAI,
<br />I INTO �F. Ix OR A WOOD
<br />y 8UCKSTRF.SEE
<br />1� BUCKS I RW
<br />DI IIRFn 99 1 NUTE4,SHEET1
<br />( *,-
<br />HEIGHT IS OVER 96'
<br />CONCRE7VCMU
<br />PIER ANCH04R
<br />REQUIREMENT
<br />LMBEDMCNT
<br />"M
<br />1YP. ANcNcn TYPE, EMBEDMENT
<br />A14D EDGE DISTANCE PER
<br />SVOSTRA I I- SEE TABLE 1, SHEET 6
<br />Dra 1 ANUI:
<br />114"MAK
<br />TYP. ANCHOR TYPC, CMBFDMFNT
<br />AND EDGE DISTANCE PER
<br />SUBS I RATE, SEE "TABLE 1, SHIM 6
<br />7' E013E
<br />DISTANCL #a X 314^ SMS REWFORCEMENT DISTANCE
<br />366
<br />SCREW; 3 PLRRAIL,,()CATLU
<br />BELOW
<br />AT CENTERIAW AND 9"1
<br />ENDS (FACTORY INS I ALI
<br />I 2-31ir ROW ED)
<br />TYP ANCHOR TYPE. SPACING L 2-31W ROW
<br />INTERLOCIKS
<br />F VIRFUMENT AND EDGE
<br />ONLY .: I SPACING
<br />UIS IAN(;t: FER SUBSTRATE, . . ........
<br />NFF TAM F 1, SOrF76
<br />.. . ....... . .
<br />EM13M
<br />MERIT
<br />EDGE r'ryi I
<br />DISTANCE 1-10-0 PANEL C1 ITT
<br />CONGRETEiCMU
<br />—ANDANCWJRq,Srr
<br />OFTAfL. SHEET 7 STANDARD SCRCCN PERAINCHOR
<br />REQUIREMENT
<br />rD( 0 STiz.
<br />2X WOOD RUCKSTRIP FMBLVAftNf E
<br />OR FRAWNG, SEE TYP. ANCHOR I-YPE. EMBE DMi,-h I 1.14IL-IDTIT EXTERIOR 1/4'MAX.
<br />NOTE 4, SHEET 1 AND EDGE D:S-.ANCE!ER SUBSTRAT17 2XWOOODUCKSTRIF 9R
<br />OR FRAMN13, btn:
<br />SrLrrA*I,t 1. SkiCE7 G
<br />EDGE
<br />NOTE 4, SHEE1 1 4DETAIL �_O [bti-A L 3
<br />DISTANCE 11
<br />I / I INTO WOOD
<br />i77-7 NUNSTRIJCTt1RA_' INTERL "2!, !RY
<br />EMBED.
<br />MAX. NOTES ��Jltjllj
<br />MLW
<br />1) DET Al-l$ APPLY 10 2, 3 AND 4 TRACK
<br />CONFiGUIRA11ONS.
<br />L 2)25t:L SIILLIS 24 FORANCHURLQUAIK)NA SPACING,
<br />01 ". , :�� -.4 � . -
<br />P41OOK 3)SEETAR FS 2-4 FORRIFINFOW.17 MEW j
<br />114� R ANF, 11: . 1�1
<br />REQUIREM NIS
<br />4)CDNTINUOUS ANCHOR NATE, TTEM#A, IS RIFOOINIFO �Z
<br />PLAT-P (12- tONG, 0
<br />PANEL M10.11PAN i
<br />AT ALLFRAME ANCHOR LOCATIONS. . . ..........
<br />P 400 5) PANEL WIDTH DOES NOT INCLUDE fNTERLOCK On
<br />K
<br />kli,- NI ASTRAGAL ADD -ON HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />, Ts OT
<br />PLATE SM,, 6) ALL RE INFORCEMENTS ARE APPROXIMATELY THE
<br />1070 7EChWOLOGY DRM T*r Bull,
<br />ftic X 111/41 FLn.1 FNGTH OF THE EXTRUSION. REFER TO TEST FLL)R
<br />2-5/0"O.C. RFPMI'$ FOR EXACT DIMEW.IONS .......... 40 N. VENICE-, FL 34275
<br />DETAIL 1 1 Pla " fm VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />NOKOMI� FL 34274 S000AIM 3c": prawftNo. IRM
<br />--INTO WOOD A. LYNN MILLER, PLE. .5 OF 13 1 FLA-SGD57?:��
<br />r—C-11T. OFAILITH. #29296 570/2770/2870 NTS
<br />INTERLOCK
<br />2-TRACK CONFIGURATION
<br />6.
<br />SP MAX. MAX.
<br />T
<br />IDE * FkFfil
<br />ARC -NOR
<br />LOCATIONS FOR
<br />AFXT.
<br />ANCHOR
<br />LOCATIONS FOR
<br />BYPASS
<br />APPROX. 6.
<br />NOt"IRIjcTQRAL
<br />(HFADi SILL)
<br />4EXT. I
<br />PorkrT
<br />CONDITXM�
<br />21 �r
<br />CONDITIONS.
<br />ANCHORS INTO
<br />MAX
<br />,
<br />12'MAX. D.C. P-4009. D.C.
<br />T_
<br />OF
<br />I ANCI IOR 0 CENTER 9 CENTER OF
<br />�j I ARC
<br />EACH PANEL. SEE TAKES EACH PANEL. SEt, TABLES
<br />ON SHEETS 6 A 9. ON SHII-E VA a 9 9.
<br />9* MIN. D.C.
<br />2 ANCHORS 0 CENTER OF
<br />HORS 6 CENTER OF
<br />PANEL. SEE TABLES ON hAf;H PANEL. SILL *i
<br />F1'qAA% ON SHEM a a 2.
<br />CXT.T EXr.V
<br />F_VA�_
<br />41 MIN, D.C.
<br />4'MIN. O.C,
<br />3.2110"MIN.O.0 —1
<br />ANCHORS $-TILE
<br />INTERSECTIONS
<br />*A
<br />SETAIL M 1 1
<br />.1 8 E TABi-ES ON
<br />T
<br />SHEETS 0 & 9. EXT.V
<br />"l-
<br />4"MIN. D.C.
<br />4'MIN. O.C. -
<br />rpk+�i
<br />CLUSTER CLUSTER OF 5 ANCHORS
<br />ANCAMI 06-11LE INTERSECTMS.
<br />INTFRSFV@.sTIj�-
<br />2.31V TYK I
<br />SEE TABLES ON :DGTAIL H2 -7. SEE TABLES ON SHEETS
<br />EXT.T SHEETS 8 & 9. Exr.v a 9.
<br />311TAMN.O.C. 4- MIN. O.C�
<br />S'MAX. G* MAX.
<br />RO END OF (TO END Of
<br />ATTACHED JAMS ATTACHED JAMS
<br />170—FAL.01 I ANCHOR 6
<br />I ANCHOR Tilt SILL ENDS.
<br />EXT.T HEAD FNI�R. EXIM
<br />%Uf;: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT.
<br />3,21
<br />2 ANC
<br />EACH
<br />SHE
<br />7C. �Ir
<br />11.1125�
<br />f.377
<br />FXT.V
<br />iEEPHOLE PATTERN 24- O.C.
<br />L 4
<br />DEt4l
<br />ORRY
<br />SMIP
<br />TYP. ANCHOR TYPE. EMBEDMENT AND
<br />MIN.2.7KSICCCRETEG EDGE DISTANCE PER SUBSTRATE
<br />HFAO PEn ANCHOR 9FF TAKE 1. 3NEET 0
<br />Et _31;
<br />RECiUIMMt:Ni,.-
<br />TABU 1, $1 IErT 6
<br />EDGE
<br />PACING
<br />STANCE
<br />MENT.
<br />EMi
<br />- J
<br />FRAME
<br />HECHT,
<br />SEE
<br />TAFA FS
<br />2.3 A 4
<br />WEEPHOLE PA-n'ERN SILL ENDS
<br />NTO WEnq_j
<br />[_DETAIL 4 1:
<br />iyp. Aw;Hc)R TYPE. EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE,
<br />SF
<br />F TABLE 1. SHE- ET C
<br />2-3W
<br />EMBED-
<br />MFNT
<br />MAX.
<br />1r5 X.V4^ SMS
<br />7 PER STILE� LOCATED AT
<br />INT
<br />REINFORCEMENT SCRM
<br />Ir FROM ENDS (rACTCRY
<br />INSTALLEDI.
<br />DETAIL 41
<br />FD
<br />L!Nro_m�NRY
<br />rYP. ANCHOR TYPE, EMBEOMEWir AND
<br />r- LDGL UISIARCL PER SUBSTRATE,
<br />SFFTABI_E1,sHFETS
<br />EDGE
<br />ROW DISTANCE
<br />PAGING
<br />A
<br />MAX
<br />_T 1W
<br />TABLE I.KWHOR TYPES:
<br />A
<br />/ , / / �
<br />" —
<br />Y, POCKET
<br />il
<br />BY L
<br />OTHERS
<br />(UNDER
<br />SEPARATE
<br />APPROVAL)
<br />'7- "-7.,::*_'
<br />D &SILL)
<br />HFA
<br />DAYLIGHT
<br />OPENING WIDTH
<br />xI OR 10,
<br />PANELTYPE
<br />C3-1 ANCHOR
<br />CONFIGURAT ON SHOWN;
<br />EDP
<br />ISEE APPLIZU
<br />TABLES 2. 1 OR 4)
<br />�c 91f- R&YLICHT OPERIN(i Q=LOLTI&S
<br />WIDTH: PANEL WIDTH . S-ShIr
<br />HEIGHT. PANEL HEIGH'I - $016"
<br />PANEL WIDTH . .....
<br />11
<br />DLO
<br />'E__
<br />DA IGHTi
<br />HEI .. . .......
<br />f'44 E
<br />X,
<br />PANELTYPE
<br />PANEL
<br />3r HEIGHT r'-O
<br />S'MAX
<br />L
<br />(6 HEAD
<br />1
<br />WVAX�.
<br />(VEAD & SILL)
<br />(7#
<br />4;.,,L J4
<br />C6+2ANCHOR
<br />__.-comrjGuRA-noN SHOWN,
<br />TABLES 2. 3 OR 4)
<br />(SEE APPLICABLE DP
<br />NOT-6h:
<br />11)f'OR CONFIGURATIONS, SEE SHEET 12.
<br />2) roR ANCHOR EDGE DISTANCE AND
<br />EMBEDMENT. SEL TABLE 1 SHEET 6.
<br />3) DAYUGHT OPENING trXO) FORMULAS.
<br />WInT14: PANEL WIDTH - 8016'
<br />HEIGHT; PANEI, HEIGII IT - WV
<br />ft*ww. Dmix
<br />..........
<br />RGW&kw
<br />PIZ
<br />v
<br />A"Imay.
<br />Z7
<br />5V05 S
<br />r Or
<br />ANCHOR LOCATIONS (2 TRACKS) J ROSOWSKI
<br />'I R&
<br />or
<br />.01
<br />TA N
<br />......
<br />1070 7ECH" OG V OWE
<br />IV. VDW= FL W75
<br />T",
<br />10
<br />P.O. am 15n
<br />VINYL SGD INSTALLATION GUIDEL INES 18/10
<br />0
<br />if 11111"
<br />Allwalm
<br />Dmhv Ilk
<br />I LYNN M" R 1-
<br />P.E.* 5'
<br />,Vrpf.
<br />570/2770/2870 j8=NirTS I 2 OF 13 FLA-SGD570-01
<br />TYP. ANCW)H I YPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE,
<br />SEE TABLE 1. SHEET 6
<br />EDGE
<br />STANCE
<br />ol
<br />-D&A I IT 47
<br />IIN[
<br />1 VAtumi
<br />lie" MIN. 601113-75
<br />ALUMINUM SUBSTRAYE
<br />TO TRANSFER LOAD IMPOSED ONT14EM
<br />METAL SUBSTRATES TO St PROPERLY DESIGNED
<br />TYP ANrHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCt AK SUL'S I RATE
<br />SEE TABLE 1. GA S TEEL STUD OR A35
<br />STRUCTURAL STEEL
<br />SHEET�
<br />SUBSTRATE
<br />IL4
<br />L
<br />JtT?�STEFL I
<br />METAL SUBSTRATE DETAILS St TOWN FOR HEAD
<br />EXCEPT POI JAMS)
<br />NOTE
<br />1) VE I AILS APPLY TO 2. 3 AND 4 TRACK CC NF;GURATIONS.
<br />2JSEL SIICETS 2 4 FOR ANCHOR LOCATION & SPACING.
<br />3)SEE TABLES 7-4 POR REINFORCEMENT REOUIREMENTS.
<br />4)CONFINUOUS ANnI PLATE, ITEM 08, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS
<br />5) PANFI WIDTH DOES NOT INCLUDE INTtRLOCK OR ASTRAGAL ADD -ON.
<br />TEST REPORTS FOR EXACT MMENSIONS.
<br />dv 6) ALL REINFORCEMENTS ARC APPROXIMATELY THE FULL LENGTH OF THE EXTRUMON. REFER TO
<br />t) C1�0
<br />Rii
<br />GROUTAS
<br />Rafted
<br />NEEDED.
<br />. t I % - . . - __ - L
<br />MAX.
<br />IJ4'
<br />!WED MAX,
<br />NOTE S. [L. — - - . - - _.-
<br />Milli SHEEl
<br />L:
<br />-Kor�— ! UIZ
<br />. .. .... CoNcRETC a ct
<br />2X1NO0UbLIUMi COGE
<br />EDGE SILLPFRANCHOR j Luz
<br />INSTANCE -4 REILREMENT OR FRAMING, SIFF DISTANCE VERTICAL INSTALLATION DETA
<br />ILS J ROSOWSKI
<br />1. FST I ' TYP ANCHOR TYPE, EMBIEL)MLN I
<br />NOTE 4. SHE
<br />TYP. ANCHOR TYPE, EMBEDMENT SEE TA13LE Dt-. (0
<br />:S DRrVr TWO:
<br />AND EDGE DISTANCE PER 1070 TECI 0%" OGY
<br />AND EDGE DIS1 ANGF PER SMFETO
<br />, 0
<br />'...: .......
<br />SLIM rRATIE, SEE TABLE i, SHEET 6 SUBSTRATE, SEE TABLE 1, SHEE I ti N. VENICt' TIL .31,105
<br />F. 5ETkCi� P.G. Box lug VINYL SGD INSTALLATION GUIDELINES 11118/10
<br />OVOKONS. FL W74
<br />SahaVANA.14 S-W Fsim�ftr� &Mft ft
<br />P F.114 A?'M CCRT 0FAUTK AWSIS 570/2770/2870 NTS 6OF13 FLA-SGD570-01
<br />t1liI00\
<br />A LYNN M0,i.rR. P F
<br />1
<br />. ........... . . . ....
<br />. ...... - - --- ------------
<br />i
<br />_j Z
<br />EE NOTES
<br />3A6
<br />ELOW
<br />-
<br />j
<br />SILL RISER VARIES
<br />VM1 I REGUIRIED
<br />POSITTVE DESIGN
<br />PRESSLM, SLE TABLE
<br />A, SHEETS 8 L
<br />(1-7)
<br />'r
<br />RISER 4.1110-
<br />RISER 3-IW
<br />RISER
<br />Type
<br />SubMV119
<br />Anchor
<br />11.1badment
<br />Dkofte
<br />A
<br />P. T. SaAham fte
<br />(So , -n
<br />#12 Shoot MOW Scrvw 05)
<br />1-318"
<br />kx"Cm
<br />i_1
<br />1 1/2'
<br />3-14-
<br />vw Elco CrWe-Flex iS4
<br />1.314"
<br />Akrnin-�, 6W3 IS min.
<br />$12 SheO MCIA SCMW (GS)
<br />0.125'
<br />112'
<br />Sttei� Stud, Gr% 33 nn.
<br />$12 Sr*6 Metal Screw PM
<br />#12 SiI� Metal Scmw P6)
<br />AIA Steel
<br />iap(o.oei-)
<br />112'
<br />5
<br />—
<br />111. 1. Southm Phe (SG -.55)
<br />#12 Wood SemwIGb)
<br />1-3/6,
<br />314'
<br />Comfete (MIn. 2.7 W),
<br />UriqvAed CMU. Janitis Only
<br />(ASIM (.;-9U)
<br />1W Elea UKmrcn
<br />149,
<br />1.
<br />V4" Elce UftraCcro
<br />14' Elco Crele Flex SS4
<br />..............
<br />1-1/4"
<br />1-1/4"
<br />1--314-
<br />CwmiWe (min P. P W)
<br />-
<br />Concrod a (mim. 3.35ist)
<br />VA- Elco Unfacuo
<br />1-&811
<br />2.1ir
<br />1 W Elm Crrolo-Flwx 884
<br />1 .3f4'
<br />2-1 /2"
<br />. . .......
<br />UrgWed CMLI, Jofflbs O,dy
<br />(ASTM C-90)
<br />IJA' CICO 1,111ACA).1
<br />1-11011"
<br />2-102'
<br />— '—i
<br />1/4" E�co Cloe-Flax SU
<br />___
<br />2.112'
<br />CERTIFICATION AUTHORIZATION REPORT
<br />FRM B 1-02
<br />17
<br />-T-
<br />FMA Keystone Certification Program
<br />Certification Authorizatior? Report
<br />190 263
<br />CAR Product ID Nurnber:
<br />CAR Issue Date: 12/14/2010
<br />CAR Expiration Date: 11/1112014
<br />Company Code: 190
<br />This Cartification Authorization Report (CAR) is issued by Keystone (,prtfica-ions Inc (KCI) after fu I validation fevisaw
<br />of the oroduct qualification documents for the producA ri below. This report is only val.d when signed by ti�e
<br />:"i5sidant o-KCI and nd cates -.1hil pror-airl as manufacturfA by the company named below has been tested and meets
<br />-.ha requirainents of the referenced standxa a:-.d.s ejig,bla for the application of FMA Keystone Certif"lion Program
<br />Certification labels. Licensee stipulates in atkinig certification 1@bes to pioducts that tl,cis,� prod ucts ai e repi ese itative
<br />"men e%-dluialed end clocurnented fo, cetificaftri auti
<br />of the sped orizalion Only products bearing such P, cerl.ficaJon
<br />label shall be nonsidered cen1ed The nfo, nation in this report can be verified at w.w,(.keystonecerts.com.
<br />Company Information: Product Information:
<br />PGT Industries ModF): 470/570/2770/2870 Impact PVC SGD w/Ast
<br />1070 Technology Dr. Operatioi Typts: SD
<br />PO, Box 1529 Configuration: H1J/S/Ast1CIip1AII,GS-15/32 HS/Ann Lami 113
<br />Nokomis FIT 34274 Max 'At idth: 203
<br />Max Height: 96
<br />Referenced Standard: Product Rating:
<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 Reciort Expiratior:
<br />nFTL 6376/6377
<br />11/111`2014
<br />120,
<br />Authorized Signature:
<br />';V� a.
<br />Martia Falko. Pitsiceil
<br />Keystone Certifications, Inc.
<br />1790 Old Trail Road, Suite D
<br />tt,,4rs, Annsyvania17319
<br />Plione 717-922-8500
<br />Fax: 717 932-5501
<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 />or HM
<br />'0(0
<br />
|