|
NOA DRAWING MAP
<br />SHEET
<br />GENERAL NOTES .......... 1
<br />GLAZING DETAILS ......... 1
<br />ELEVATIONS .................. 2-4
<br />HORL7. SECTIONS......... S
<br />VERT. SECTIONS .....6
<br />ACCESSORIES.......... 7
<br />DESIGN PRESSURES .... 8-9
<br />3M6• AN GLASS 'EXTRU5ION$..................10
<br />7) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN 31"18' HS GLASS PARTS
<br />LIST................1
<br />CONFIGURATIONS......12
<br />PRFSS RF. THE 331134STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.
<br />THE 1.6 LOAD DURATION FACTOR WAS
<br />USED FOR THE EVALUA fIUN OF ANCHORS INTO WOOD. ANCHORS THAT CAME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL ,-- ,�-HEAT•MLRRPANEL TYPES .... OR FILM ..""""' 13
<br />MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. AIIEX7. Lam,►
<br />DIiPON7 .OQ6'PVB -- - j '�-- 3H6•TGLASS
<br />B) SHUTTERS ARE NOT REQUIRED. 7116"
<br />01 ALL DOUR CONFIGURATIONS, UP TO 8 PANELS AND/OR 4 CRACKS, ARE QUALIFIED, `4J
<br />SEE SAMPLE CONFIGURATIONS ON SHEET 12. DOOR S17ES MUST BE VFRIFIFn FOR
<br />COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.
<br />10) REFERENCES: TEST REPORTS FTL-6337 A 0338; EXOVA-10-002-792(A) & 10-006.10231;
<br />CAMBRIDGE 535753-09: ELCO ULTRACON NOA 907-0425.01; ELCO CRETEFLEX NOA
<br />I 41)3-0225.05: VISION EXTRUSIONS. LTD. WH17E PVC NOA #1 G-0420.06, TAN PVC NOA
<br />I #11-0902.10; ANS:/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005
<br />i ALUMINUM DESIGN MANUAL
<br />Door Size
<br />t------
<br />Configuration
<br />Design
<br />(+) pf f (-) psi
<br />Cartlflcation
<br />Numbers
<br />i Width
<br />Height
<br />! 241"
<br />--203
<br />95"
<br />I Jou ...._ -
<br />--60
<br />60
<br />100-265, 771
<br />120"
<br />1 X)Mw/astrnggl
<br />60
<br />65
<br />190-267.774
<br />203"
<br />95"
<br />)000(W/astragal
<br />60
<br />60
<br />IW263, 770
<br />241"
<br />_....... ..... .._
<br />95"
<br />)XXX
<br />80
<br />80
<br />190.787
<br />203
<br />98"
<br />_....._.
<br />B6"
<br />XXXO w/Satrsgai
<br />_.. __.__... _.. _.._
<br />XXXX W/astragal
<br />-80
<br />..-...
<br />I 90
<br />1 80
<br />190-264, T72
<br />.._
<br />203
<br />I 90
<br />1 190.266, 773
<br />I-
<br />7 U
<br />GLASS
<br />f j ! / , _o I
<br />02
<br />""i .* I
<br />13 __/
<br />GLASS TYPE "C"
<br />PVB LAMINATE, INSULATED
<br />WITH HEAT -MIRROR FILM
<br />CLASS
<br />INSTRUCTIONS:
<br />t) KNDWING THE REQUIRED DFSIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE
<br />`\�iNNl1 lf'r�,
<br />- Rin*lKior « 1Rnuin:
<br />\�"
<br />�� , ....., I4 7,
<br />SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B
<br />tit • '\t;tiN F P �
<br />`•'k
<br />-
<br />OR C. USE TABLE 4, SHEET 9. FOR GLASS TYPE A. USE TABLE 3, SHEET 91F THE REQUIRED DESIGN
<br />Qom,•'
<br />iawsdey
<br />rww
<br />,.,•
<br />PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2, SHEET 8.
<br />. is ; N.t 1;705
<br />2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABU , U51NO I Ht FRAME HEIGHT AND THE NOMINAL
<br />PANEL WIDTH, WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE.
<br />-
<br />- L(
<br />' I I
<br />'`
<br />�
<br />_
<br />Oei�'01L
<br />NOTES TYPES
<br />viand :
<br />I 3) CHOSE WHICH ANCHOR OPTION (A-O) tS MOST APPLICABLE. ANCHORS ARE DEFINED IN TAtiLE 1, SHEET 6,
<br />-0 •. I OF : , -
<br />' '•
<br />GENERAL & GLASS
<br />J ROSOWSKI
<br />I ALONG WITH THE APPROPRIATE SUBSTRATE. MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE.
<br />• 4) FROM THE DESIGN PRESSURE FABLES (TABLES 2 4. SHEETS 8 & 9), VERIFY THAT THG REQUIRED DESIGN
<br />p S Al \_:
<br />`;�. ' -. F'LOR\O •' `j0 �`
<br />ro704 L><
<br />_.•.._
<br />ras:
<br />rkl.:
<br />'i,
<br />VEMCA paO P
<br />VINYL SGD INSTALLATION GUIDELINES
<br />11/18/10
<br />PRESSURE IS MET OR EXCEEDED. USF THE ANCHOR QUANTITIES SHOWN.
<br />1CANAL �.`��
<br />rr
<br />P.O. BM 150
<br />5) INSTALL AS PER TiiE INSTRUCTIONS AND DETAILS ON SHEETS 2-7.
<br />r r r I l LT 111
<br />r'E•
<br />MOKOWk iQ 34274
<br />6e rhaAWot
<br />lRaW:
<br />81° L
<br />�•
<br />/pv.
<br />r"1 ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7_
<br />1t LIP E III Tt�R�•
<br />CEW OFAtIftA N8
<br />570/277012,97Q
<br />NTS
<br />1 OF 13
<br />FLA-SGO570-01
<br />I DETAIL 1 ! DETAIL 2A DETAIL 2
<br />( INTO! MASONRY I h -, R__ AL i INTEfiID_CK�
<br />TYP ANCI TOR TYPE., F.11 DMFNT AND EDGE
<br />CON(:RE: t.2;I1L DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6
<br />PER ANC4101i FIEF ,
<br />11
<br />REQUIRE 3ASIIHAGAL WXiC)N /'
<br />r : /I DISTANCE -~I ~1� 409) !
<br />f _ NON-STRUCTURAL , i,rQ AS-RAGALADD-UNRF.INF. \`
<br />.t-..._.- __ ." . /- ANCHOR --f - - 3-)
<br />g� .0
<br />EMBED 'a� - % _. �' r% VICX21r7"SMS `-5
<br />- MENT - 'i - +`, R91CORCEME.YF 9CREW:5 I
<br />i.. '2Di DPTIONAI\, .\.•`. •}i PF.RASTRAGAI. Iffrr..
<br />i�--•-�« — _ _ 1. j t69-EQUALLY-SPACEDNVO r I�,-L� I-
<br />1 I -- ! \ / FROM FNT)S (FACTORY i c__ II
<br />.14 _ - - ' i76r ...
<br />MAX - /21;� / '- , L -•__ .. ---•} I ' ,.- / -INSTALLED) . ,AjiL ,i„=
<br />s-�, • _
<br />. i - ._.-
<br />`� • I' .y) EXTERIOR '�6' I
<br />,fig ,. I, AiT.RAGAI 0€
<br />POCKET 1' , � l �II�
<br />P-FOCK -,1/ � `-
<br />LW:K$ 111,E \'
<br />L... ..
<br />PANEL WIDTH
<br />.._ - _I - .. _ PAML NADTH ✓.-..
<br />IUK
<br />'
<br />&
<br />LCCKSTtLCS,
<br />":
<br />._.--- ---- --
<br />ODOR FRAME WIDTH -
<br />- • .-- -- __.--.
<br />ASTRAGALS, -'
<br />FIXED
<br />_ - --
<br />-'
<br />h----
<br />- - . - --.
<br />DCOR FRAME YP DIM
<br />STLES AND I ti -
<br />HORIZONTAL ' RAILS -;2TI
<br />I
<br />114" MAX -►I
<br />_
<br />, III
<br />SEE NOTES
<br />3dG
<br />EDGE
<br />DISTANCE
<br />I
<br />Ei ' i
<br />� I
<br />(
<br />!
<br />I
<br />L
<br />t -
<br />•c
<br />*8 X 3i4' SMS RF h. 11RGF,MF NT
<br />-- SCREW, 3 PER RAIL. LOCATED
<br />—
<br />;- -.-�----�.�--: _
<br />�'- �I,
<br />�.��L
<br />BELOW
<br />1END9
<br />.k.
<br />AT CENTERLINE AND 6• rnom
<br />(FACTORY IN$TN1.EDj
<br />1�1
<br />�'!I
<br />I; I II
<br />I-..�J E ,FUK
<br />2-3/N• KUPW
<br />_: 8\ 8-�
<br />•=..-_ '.•,+• _•
<br />TYP AN TYPE.
<br />INTERLOCKS ( r14nrDMENT AND EDGE
<br />._
<br />ONLY
<br />SPACING
<br />,
<br />I `ii ,
<br />I l
<br />�.
<br />�- --
<br />.., _
<br />L ,�• I
<br />�. ,-- --)l
<br />._. +
<br />�_- _
<br />'-.
<br />I Fq. ) 1
<br />DISTANCE TEREU7S?RATC,
<br />E TAB. t 3 r
<br />SE E . S LL 6
<br />�'
<br />r
<br />.i1:--
<br />,I'
<br />'
<br />1A ...
<br />� .
<br />r
<br />ii
<br />EDGE
<br />1i
<br />I/,
<br />!, ,
<br />I
<br />I. I.
<br />c: -
<br />!
<br />... _ v:
<br />t.:..
<br />c
<br />� 7n
<br />- --__ ."T1..__
<br />_:.:.._.._.
<br />DISTANCE
<br />L
<br />I 1
<br />1
<br />FIXED PANEL CLIP
<br />._.._. .
<br />1
<br />y.-=
<br />AND ANCHORS. SFF ,
<br />• ....... •.
<br />W
<br />_,
<br />UE•AILSHEET7 ',
<br />f
<br />'lX WOOD BIJCKSTR!P
<br />rMDCDMENT
<br />'
<br />FIXED STILE
<br />OR FRAMING, SEE TYP. ANCHOR TYPE, EMBEOMFNT
<br />NOTE 4, SHEFT 1
<br />7X WOOD BUCKSTRIP
<br />...
<br />- ... 1. -- -..-.,- PANEL WIDT1i ---
<br />-- . _--
<br />,- nNL' Li:t U!S ONCE PER SUBSTRATE
<br />EDGE i 5LL ADLL: L $ItEET6
<br />OR FRAMING, SEE
<br />NOTE 4, SHEET 1
<br />DETAIL 3
<br />DETAIL 2
<br />DISTANCX .--
<br />1 NONSTRUCTURAL
<br />INTO WOOD
<br />- -
<br />INTERLOCK
<br />_ - - /' ANCHOR
<br />EMSFI)I I r IA'
<br />MEN ( i
<br />I f - -` I. r�vc NOTES .�',111 I rrrr,
<br />_. -- 1
<br />r-- � "'•.""" 1)UEIAILS APPLY T02, 3AN04 IRACK �� 't \ l\a %1l1, ri,
<br />`l�.r� ,TJfJIC-1 %.., CONrouRA1TON5. �\ l: F,U
<br />/�,. `1811 /l'- L'-••--•---.•-. I, �I'OIIN'''KX'WI 2)SEE SMEET52.4 FOR ANCHOR LOCATION 85PAC!NG. i ` ,lC'. •'\\.,!"NSF � i
<br />Pa"OOX I 3) SEE 7ABI FS 2-4 FOR.REINrOnCFMENT . s'
<br />ld?I RFINF I _ t- REQUIREMENTS. v 705 -
<br />"LATt 02' LONG, @ -' / _I , 4) CONTINUOUS ANCHOR PWE, ITEM 98, G REOUINLO - 3t . Iva' 53 f -
<br />PtJ I M:ESP IK / _ r " \ 5) ALL FRAME ANCHOR LOCATIONS. _ W
<br />•46�FRE,NF.-% -. ..- _�__.... 1 PG PANU WIDTH DOES NOT INCLUDE 947ERLOCK[)R ' ` Q`3f):.
<br />PLATE SMS, r?p�Mr EXTERIOR 8)ALLREINFORCCMENTSAREAPPROXIMATELVTHE - s 1 - •- Z:
<br />IllI Iw P-H001C I.. I FULL ;.ENGT11OFTHE EXTRUSION. REFEKTU1ESr ^- 01'.... irLUR\Or_ NC ,
<br />(b) M 2.516' O.C. ti REPORTS FOR EXACT UIMENSION5.
<br />DE J '/ FSSIONAN-`�'
<br />J' r111tllllilt\
<br />INTO WOOD A. LYNN MIL LLR, P.E.
<br />DETAIL 1 i DETAIL 2A DETAIL 2
<br />INTO MASONRY ASTRAGAL INTERLOCK
<br />TYP. ANCHOR TYPE, EUSEDMENI ANU EDC"E
<br />CONCRE-F!CMI, , - '��
<br />PFR ANCI-OR i UIS IANGE PER SUBSTRATE, SEE TARE 1, SHEET 6 �.
<br />REQUIREMENT i UISTAt4CF - -I 36,• ASTRAGAL ADI}ON B y , _ ' ;
<br />• 1 NON-STRUCTURAL ,--t3Uj ASTRAGAL ADD -ON REINF, '`� /` •
<br />EMBED ,a ." r!-- ANCHOR (40 A , et6x2•ursn4s SGr35r `fam r Vey ;
<br />' 1, REINFORCEMENT SCREW 5
<br />Ell.. ••_ ,-:`2U,OPTIONA12 � t\} PER ASTRAGAL.,I�.- ,•
<br />,70. 1 I - -- - [ �� ••', :\ - FROM ENDS SPIFACTORY 7• I�c'J -
<br />MAX. �•j •-�. _ !-..�_ .... ._.- ( _INSTALIFD) VG--�-�— --..: -ci=2
<br />i /
<br />€ -_
<br />24 ao ._ Al j - ...__ —
<br />' /� - - _
<br />i
<br />_� r
<br />,, �. _ Y,
<br />I1 \. -'i-"-'� JL�---- �/r \car- L.=
<br />GENERAi. NOTES: SERIES 570, 2770 & 287U LARGE _MI§*ILF_, IMPACT -RESISTANT, VINYL, REINFORCED SLIDING GLASS DOOR
<br />1) THIS PRODUCT HAS RFFN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.
<br />ALL ,RIGID WHIT E UR TAN PVC, AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS R(=FN TESTED TO
<br />C(COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS.
<br />I 2) GLAZING TYPE OPTIONS: (FROM [XTERIOR TO INTERIOR); T=TEMPERED. HS=HEAT STRENGTHED, AN -ANNEALED, SG-.09D DUPONT
<br />I SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLAS(PPLUS), pM-.090' DUPONT BUTACITE PVB:
<br />GLASS TYPE A: 3,116" HS GLASS + .000" SG INTERLAYER + 3116" HS GLASS + 7116" AIR SPACE . 3/16" T CAP
<br />GLASS 1 YPE 8::i/1 W PS GLASS + .090" PVB IN I �:RLAYER + 3116" AN GLASS + 7116- AIR SPACE + 3M6" T CAP
<br />GLASS TYPE C:311(V HS GLASS + .090" M INTERLAYER+ 3/16" AN GLASS +• W16" AIR SPACE WITH HEAT -MIRROR FILM + 3116" T CAP
<br />I APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING M.
<br />i
<br />3) MASONRY ANCHORS MAY BE USED INTO YY004 AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1-1/2- THICK ARE TO BE
<br />I 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 R GRFATFR. 1X AND 2X KS T PROPERLY I 0 BUC {WHEN USED} SHALL BE DESIGNED O TRANSFER LOADS TO THE
<br />STRUCTURE. WOOD SUCK DESIGN AND INSTAI.I ATION IS 1NE 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. 114" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT -I IGH I TO THE SUBSTRATE, AND
<br />TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FFIT PAPFR OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD
<br />SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC.
<br />5) ANCI IOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO
<br />ACHIEVE TI IE CMBEDMENI S SHOWN ON TABLE 1, SHEET 5. PROPER SEALING OF FNTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS
<br />PIFYOND THE SCOPE OF THESE INSTRUCTIONS.
<br />6) DESIGN PRESSURES!
<br />A. NECA71VE DESIGN LOADS 13ASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-04.
<br />B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-04.
<br />DESIGN PRESSURE RATING I IMPACT RATING
<br />VARIES, LARGE & SMALL
<br />SEE SHEETS 8 & 9 MISSILE IMPACT
<br />- 1.1116' NOM. I I 1-1/16' NOM.
<br />- 7116' AIRSPACE -•-I ••. 7/18' AIRSPACE
<br />3H6' HS GLASS
<br />311V AN GLASS •
<br />3116' 1 IS GLASS
<br />MV HS GLASS - .
<br />ULWONT .0W4F_1.
<br />I
<br />r 1111 DUPONT4EXT.
<br />SC NTRYGLAS®
<br />_
<br />I
<br />.090• PVB
<br />7116•
<br />«1
<br />- 3118'TOIASS Vir _.•
<br />NOM
<br />.,i
<br />NOM
<br />�����s
<br />7/8'
<br />GLASS Ci
<br />? �,1 ,--(7 �, Era- i1
<br />U
<br />HH F. !
<br />GLASS
<br />I ! � SITE i
<br />j ,
<br />_ __ /.
<br />/
<br />GLASS TYPE "A"
<br />Sd LAMINATE.
<br />INSULATED GLASS
<br />IK7.►
<br />311V T GLASS
<br />GLASS TYPE "B"
<br />..................... _.........
<br />PVB LAMINATE,
<br />INSULATED GLASS
<br />-t 1311tr NON.
<br />, 1 _ 911VAIRSPACE
<br />DETAIL 3 1XOR2XWOOD
<br />B41O MASONHY -RI IT`. ,TRIP. SEE
<br />QUIRED IF DOOR 1X BUCKSTRB' / NOTE 4. SHEET I
<br />r— `''
<br />HEIGHT IS OVER BB" \ �\, -.
<br />ti CONCRETC/CMU
<br />* I PER
<br />h91 \ Lea :.:......,r / I' -. tTE0U8REMft4?
<br />ANCHOR
<br />\ % ` 1 //., . .
<br />1-= t;1, „ I
<br />1 EMBEDMENT
<br />1 a tI�I8re11t E�
<br />-- I I r - , ,/ ,
<br />,
<br />1'YP.ANCHOR TYPE EMBEDMENT
<br />i T � ' ml ' i- AND EDGE DISTANCE PER
<br />�; � 1 ,,, � ` I I ( , . l7 SUBSTRATE, SF.E TARLIF 1, SWEETS
<br />)i
<br />k _ ���' I
<br />+ I
<br />I 4.
<br />!INTERLOCK /i
<br />I „/ rm �I/ ,etl EDGE
<br />.............._.__ .
<br />BOx SCREEN _ l DISTANCE
<br />ice./ Y;
<br />�i-_ / i
<br />��rr_ / tya I ....._
<br />.- `'�� — I+- 114' MAX`
<br />TYP. ANCHOR TYPE, EMBEDMENT
<br />-. . - - —_ - ..-•«-I `- AND FIXib DISTANCE PER
<br />(—� i- SIIRSTRATF, SEE TABLE 1, SHEF.T6
<br />1
<br />t /EOM
<br />I
<br />�.
<br />i , -.. • DISTANCE
<br />C-'fil I III I
<br />I,
<br />i
<br />— I .,f
<br />I �Ip
<br />L_.� .t
<br />�_..._.�.._-�� --, 8� C,•, 2.3/B'ROW
<br />_ I ; SPACING
<br />� � i
<br />I-.,--7 ---- I '
<br />of % -1 lmmskdkw.
<br />MINT
<br />. CONCRETEICMU
<br />ID SCREEN • NC PER ANCHOR
<br />(7t1�! ! .--v 2EMCNT
<br />ERIOR - _/ -1 I- u4' MAX
<br />\/ I DETAIL 3
<br />IN rO.MASONRY
<br />DETA_I L 3 IX OR 2X WOOD
<br />INTO MASONRY BUCKS Ir4iP. SEE
<br />QUIRED E Dt?!-TR - --. 1X UUgCSrFt1P NOT£ 4, SHEET 1
<br />HEIGHT IS OVER 98- \ N,� .. % I
<br />\;_ CONCRETFiCMU
<br />J9� ��, + ..�.. . / �1 PER ANCHOR
<br />C_ .l _T p �f . REOUIREMENTI
<br />fir-- raj E€ /1t, I
<br />_r- _ .. BI1i." ( -I..... EMBEDMENT
<br />I, ��I;
<br />_...
<br />L� - _� ( 1 - TYP. ANCHOR TYPF, EMBEDMENT
<br />" f ,� - •� AND EDGE DISTANCE PER
<br />i5�' I t �� : I / SUBSTRATE. SEE TABLE 1,SI M 6
<br />i, :
<br />- •, (3 J-! !/ \� I INTERLOCK ' ' EDGE
<br />37 i26 9 T '' ,— I'
<br />)� . ,13+
<br />�_- _ -',
<br />EXTERIOR - I. r .
<br />_-
<br />POCKET f�6,(Z7: : ; - :ASTRAGAL tlox BENIGN 1.
<br />i1 •. UtS1AN;E
<br />I � / `9? I I
<br />LUCKS ILk . .
<br />__._.... °9-
<br />1sF- --..
<br />r ._.:_I- PANELWIOTN .-._ ,.i +--_. -__. PANEL WIDTH —_ .................. ..._...-_-«. .1�
<br />ti €
<br />FOR F12-il
<br />- 1d• MAXLOCKS7NF5, j I I- DOORFRAME WIDTH -------- - . __ _. _ .............._j �'TYP. ANCHOR TYPE, CMBFDMENT
<br />ASTRAGALS. - ; --. _. _.-
<br />FIXED �'... `' -- - .. - ---__. _.". -"."- DOOR FRAME WIDTH ••--1 /— EDGE DISTANCEP R
<br />r��� E
<br />STILES AND _�_- 114• MAX. --I L-- t \� i�g)-� I BSTHATE. SLC TABLE 1, SHEET
<br />HORIZONTAL 1- -T•
<br />i
<br />HAILS T ' ii' I �ol .11 i ,�^_
<br />1
<br />f , \ ! EDGE LfJ I -", .,.. I �� ( ` IjJY
<br />EDGE
<br />:- ---- SEE NOTES DISTANCE '- JJj *8 X W4" SMS REINFORCEMENT - '•D ISTANCE
<br />IkL
<br />3 & C I I . L_ -..._ SCREW:3 PER RAIL. LOCATED . r: '- `..._. . = V j
<br />j -BELOW AT CENTER!. oRyNIF IN R° FROM " II [ E€�{ .
<br />If ;, ENDS (FACTORY IN6tALl EU) If• ^ I ��_: _�,.. -
<br />moo, `�-.' ,� III
<br />FOR 2-3/8' ROHY \ , i '_'{ 6 ! �+ -„�- . ... 2.3t8' ROW
<br />TYP ANCHOR TYPE, SPACING , ` I �' `4i- =�• - 1,8)-, .
<br />INTCFHLOL'KS FMHH!MEN1 AND EDGE ! I t I ' - �>q- -. ...`'a" i -- I ° t SPACING
<br />-Y � Uls IAW : PER SUBSTRATE, I ` i - i I - I - I _-.._ .-
<br />i SFF TABLE 1. SHIFTS , ,
<br />9J
<br />` .. i ��J7tr I - I i� .: -- (I - _ t f �-, EMBED-
<br />C- ...-- EDGE r.�rt I.I'.; _.-, -.. c c ��- :C.�}' , MENT
<br />DISTANCE ( \ FBCED PANEL CLIP 1_I •
<br />LI ; l AVDANCHORS,SEF 1. / �-- ° CONCRETEkAW
<br />•` ' ' DETAIL SHEET 7 , i� -I 4I � STANDARD 9CRCCN PER ANCHOR
<br />2X WOOD SUCKSTR P EMBEDMENT - --- - FIX! D.STILE 1 _Ili` b+tr RED MENT
<br />OR FRAMING, SEE ..'...... " -'" EXTERIOR UIRC
<br />TYP. ANCHOR TYPE, EMBE DMtNI PANEL WIDTH - 125`� 1N"MAX.
<br />NOTE 4, SHEET 1 AND ECGE DIS i ANCE PER SURSTRATE 2X WOOD DUCKSTRIP - .. __ _ •.._... .. .... .-. '`- J __ .....
<br />OR FRAMING, SEE - ........ . -
<br />EDGC _ srl' TnaLT• t, s1rEETL NOTE 4•SNEET I DETAIL 3 DETAIL 2 DETAIL 3
<br />DISTANCE I- / vI
<br />_-,_„-.._._.,._, ..:._ . _ Neki STRIICTURAi INTO WOOD 1 INT6RLO INTO MASS
<br />._L. _ T
<br />i -_- ��- ._'`-_.-_� /" ANCHOR
<br />EMBED- " _ / 1/4°
<br />MINI Ir�"'`�`- :y,.! , ` ..._ '' _. MAX NOTES l l l l '. i I ! , , r
<br />.i... I _ I I - ' 1) OCI�A4LS APPLY 10 2, 3 AND 4 TRACK -\,% � \: • , ff( 17% ft."; wl1r. Oslo ,
<br />\-.. -. µsr 1 Ir"-'�"" T-` TT CONE{GURATIUN5. dC\ - (F� r,
<br />j ylsl -7/ 4-20)OWIONAL 2)SEE.E SHE E)52.4 FOK ANCHOR LOCATION B SPACING. <\,r.•\?CEtN SF- -
<br />' ' I H WX i ) SEE'ABLFS 2-4 FOR RFI NFORCFkENY
<br />_ ......- 3)
<br />�45) RLINF. I -0_ �L. REOUBIFMtNIS = �: r 705 �"• ileac Asdaf"n:
<br />JB
<br />PLATE (tr LONG, r� ! t i ' 4 CONTINUOUS ANCHOR r'lA`E, ITEM *R, IS aF GUI)Ep = •It hV' `
<br />PANEL MFDS�K i! i r l •_ I AT ALL FRAME ANCHOR LOCATIONS. - : : IX C »,__
<br />.� ._.
<br />"-',"....".4\ 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR € a-�'/y'..'�S )"J` 1�•e1ilb"' a°a"
<br />`4G' I,*Ni.--` -�"- EXTERIOR ASTR'AGALAOD•ON. - -b I l of ,. Z�` .. HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />PLATE SMS, PO �K T 6)ALL RE NFORCEMENTS ARE APPROXIMATELY THE Sir' _
<br />B16 X t tr4" N'- -.I 1y RFP(Xi13 FOR EXACT DIMEFIc1UNSREFER TOTEST �11. I S, FLL.I'* �`�C?`` I 10
<br />70 N PLC, CE. 1. M275
<br />(S)b)25/6'D.C. _ ,, :,, S/DNA l \ VINYL SGD INSTALLATION GUIDELINES 111/18/10
<br />DETAIL 1 -
<br />t r ` } 1 r III , l l I \ AIOKI"J61l it 34274 Ssds9fidaC Buts: Slush rAlrtling No. Sew.
<br />_INTO SNOOD A. LYNN MILLER, PIE. CE'RK OFAU H. a'2Nff 57012770/2870 NT5 5 OF 13 FLA-SGD570-01
<br />P.F.* 56705 €
<br />2-TRACK CONFIGURATIONS
<br />8
<br />... W MAX. MAX. I
<br />DEtAII is p ANCHOR APPROX. 6'. tX3TA1LA
<br />-..._. ANCHOR is NON-STRUCTURAL --•r;
<br />LOCATIONS FOR I HIS SNff
<br />LOCATIONS FOR 4EXT. RYPASS ) """"
<br />CETAa. A (HEAR d SILL
<br />�EX'T. POCKET CONDITIONS. I__L..._,
<br />CONDITIONS, 21A• /___+*-'�--.'_-------- -.,_'F-- ;--....... ..L
<br />f. ANCHORS INTO MAX. / ` r /
<br />12' MAX. O.C. P-HOOK. O.C.k ,I/ f %' ; f/ /� A
<br />f. , / x� %
<br />l .! / %jf /' .
<br />@.--�
<br />1 ANCHOR CENTER OF "- 1 ANCHOR ♦aT CENTER OF I / ;jHP F f/ iDETAI;, B1EACH PANEL•'SEE TABLES I.T11t1G1 EAC ANSI. S E T4HLES / / / ,�1ON SHEETSaas. ONSHEEI$899. / /EXT.v - / .�
<br />EXT.v �'.. /; /
<br />r/
<br />3.21T MIN, O.C. `�.� / i r// /i •
<br />*1. ANCHORS Q CENTER OF 2 ANCHORS 0 CENTER OF I j POCKET / 17..�Uk1 AIL BIZAC?I PANEL SEE YABk.ES ON EAi:FF PALL. SEE TAHLE6 I/ BY !"HEETS B 8 9. ON SHEETS 68 9. Ij/ .,
<br />FJCT. ExT.f • ('/ OTHERS/,N. O.C. 4• MIN. O.C. i j (UNDER ' !' 1 /. .
<br />�, SEPARATE ;'
<br />3.21a-MIN.u.0 - I% APPROVAL) !•!/,!
<br />Cl. R / i
<br />USTE CE
<br />ANCHORS 49 STILE ANCHORS a STILE Y / . /� , ,
<br />DETAIL INTERSECTIONS. .IWL INTERSECTIONS. SILL \1.` / /
<br />r-
<br />EXiv SEE TABLES ON TABLES ON SHEETS a & a. j i / /�t
<br />SHEETS 0 a 0. Exr,v��/ '/ 1. - 4• MIN. o.G. / _<.....,c ._•_
<br />"- 4" MIN. O.C. 6, MAX
<br />4' NON. O.C. -- , {HEAD & SILL) I-
<br />DF-n- _...
<br />CLUSTER OF 5 CLUSTER OF S ANCHORS
<br />_ _ . __. ANCHORS STILE - a8� STILE INTERSECTIONS.
<br />2.316" T YP. INTERSECTIONS. 1D6 _ H2_
<br />BEE TABLES ON • SEE TABLES ON SHEETS
<br />EXT.v SHEETS a & 9. LXT•v • _.._......:...- .- B d 9.
<br />3219• AIN. D.C. I'•- -- 4• MIN. U.C.
<br />61 MAX. W MAX.
<br />- (TO END OF - ETD END OF
<br />ATTACHED JAMB ATTACHED JAMB
<br />D£TAR U II DFjgI1 tT;�; 1 ANCHOR G
<br />1 ANCHOR@ - SILL ENDS,
<br />F.XT.v _ HEAD FNDS. EXII.v
<br />NOTE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGF DISTANCE AND EMBEDMENT.
<br />I A25'-
<br />x,
<br />, `-sty -, ` �'-
<br />,xv ` -•h
<br />\� 19tr
<br />EXT.v • ,11
<br />IEEPHOLE PATTERN @ 24.O.C.
<br />WEEPHOLE PATI ERN 0 SILL ENDS
<br />DETAIL 4 A
<br />INTD MASDwy DETAIL 4 !
<br />-1X BUCxSTRIP NTO WOOD
<br />.. TYP. ANCHOR TYPE, EMBEDMENT AND . _..'.:
<br />MIN. 2.7 KSt CONCRETE a I..... EDGE DIRTANCF PER MIRSTRATE, TYP. ANCHOR TYPE. EMBEDMENT AND
<br />HEAD PER ANCHOR 1/ SEE TABLE 1 8HEET 8
<br />REOUIREMEN (, SEE 1 P-W 7 EDGE DISTANCE PER SUBSTRATE,
<br />TA8LE 1. SHEET 6 , SEE TABLE 1. SHEET 6
<br />�_ r' SPACWIJCi «i-•- EDGE 1` 2 3!8'
<br />} DISTANCE -1 EDGE S
<br />j rXsrnNc_.E ` - Row -►
<br />EMBED. 4 , j 1 SPADING
<br />MENT. aF. vj
<br />=� = � ` -t_
<br />- i EMBED-
<br />- ---_ - 4y
<br />J. I
<br />_.
<br />4
<br />f
<br />__ - -
<br />�^ C�
<br />.rn� �1/4" r _ f 4.'7'
<br />�. _(.. i Z� �� Mj,lAX. HB\ , _ Yei H-11
<br />MAX.
<br />j,r,k,
<br />` , ; \\��ll
<br />1 7
<br />1XUN2X -(40) �� I ' #8X3/4'SMS
<br />WOOD i 1 I' ._.. I REINFORCEMENT SCREW;
<br />BUCKSTRIP, j(: `-�7i i90i�! , --I 8•,� 7 PERSTt! E, LOCATED AT
<br />(C / SEE �. i I C•FNTERLINE AND r, r &
<br />NOW 4 ,3 �': iM STFROM ALLED NOS (EAGTfMv
<br />DETAR 1
<br />?H18 9H
<br />DAYLIGHT
<br />OPENING WIDTH
<br />� /
<br />'X' OR 'O-
<br />PANELTYPE
<br />1
<br />OF
<br />PANEI
<br />- _ I--
<br />G3+ 1�'
<br />CONFIGURATION SHOWN;
<br />ISEE APPLICABLE OP
<br />TABLES 2.3 OR 4)
<br />nEDL DDAYLIGHT OPENING tDLO) FORMIU),,,A.5
<br />TNtB TASHE" 17H1L a 6TAIL u �+ WIDTH: PANEL WIDTH - 8-Sher
<br />---"""1 4 / ....
<br />. �.r...._ • .� HEIGHT. PANEL HEIGHT' -8. IV
<br />w, i \._ i; PANEL WIDTH-•-•••••-.•._._-4
<br />TT
<br />I --)
<br />Jiili DAYLIGHT1 I
<br />EASY 4 OPENING I
<br />HEIGHT ,
<br />I DE1Ac Ei
<br />,X. 1- ' S
<br />j PANELTYPE I I I
<br />I
<br />1 f I
<br />SHEET 5 I, ; _�I
<br />/(__ I PA1•IEL
<br />( OFTAk HEIGHT OLD
<br />\\ I SHEET _
<br />/11 I � d L
<br />I1TF7tlOq(
<br />BNOwN
<br />I
<br />F
<br />1
<br />4
<br />O
<br />e• MAx_
<br />PANEL
<br />(iD
<br />MEAD
<br />I ,,�� - . � 1 & SILL)
<br />�-L� _.....[6. MAX
<br />\�.._ (HEAD & SAL)
<br />-- -T ! T14r3
<br />DETAI�H2�
<br />THIS SANCHOR
<br />ATION SHOWN,
<br />..,,,•) (SFF APPLICABLE DP
<br />TABLES 2, 3 OR 4)
<br />NF OR 1)CONFIGURATIONS, SEE SHEET 12.
<br />2) FOR ANCHOR EDGE DISTANCE AND
<br />EMBEDMENT. SEETABLE ISHEET 6.
<br />3) DAYLIGHT OPENING tDLD) FORMULAS:
<br />WIDTH: PANEL WIDTH -"IV
<br />HEIGHT: PANEL HEIGI IT - MIS'
<br />IS'
<br />,)III III11
<br />RoLkeCSY
<br />,.................. -
<br />rrerlsfar.
<br />��\10-:1...,h1t(C� .,'
<br />1 4�.•.I,- 8NSE ''
<br />` * ' t40. 5370� 10j
<br />7T
<br />Rwk *r
<br />Dare:
<br />lrs"kforr
<br />'
<br />5_101 t �� L1�
<br />•`' STPTc OF .T .?-
<br />,' 0 •'•., F'LORtOT, - 0
<br />. FS E :
<br />�1'!rr`slONA�- \
<br />r 11 I 1 I 1 1 t \ \
<br />A. LYNN MILLER, P.E.
<br />n F8SIl7nR
<br />..........-'--
<br />ANCHOR LOCATIONS {2 TRACKS) J ROSOWSKI
<br />-- - ---
<br />rw amm:
<br />VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />1070rEc"XILOGYDRIVE'
<br />N. P.O.BOXf829V01111CIE, FL �
<br />AOlWMIS II'll.MM
<br />swb*sk*k
<br />570/2770/2870
<br />Srmlr.
<br />NTS
<br />8Msee
<br />2 OF 13
<br />laaa*,y Kr.
<br />1 FLA-SGD570-01
<br />to -1
<br />CERr. OFAUTH.1120M
<br />l
<br />SHEETI
<br />FOR
<br />I �'I
<br />.
<br />LOCKSTILES.
<br />i /
<br />ASTRAGALS,
<br />\,
<br />i
<br />-9}
<br />I
<br />EXTERIOR
<br />FIXED STILES
<br />)
<br />/t_
<br />"I
<br />` AND
<br />�j
<br />\`
<br />)/
<br />�H}ORIZON`TAL
<br />'
<br />i
<br />slu RISER VARIES
<br />WITH REOUIRED
<br />y
<br />w
<br />-
<br />��21
<br />Z
<br />POSITIVE DE&GN
<br />FRAME
<br />•
<br />IU
<br />I N
<br />- SEE NOTES
<br />w
<br />PRESSURE SEE TABLE
<br />A. SHEETS e & 9.
<br />HEIGHT,
<br />L
<br />PANEL
<br />i 3 a 6
<br />��uq
<br />v1
<br />;tg
<br />SEE
<br />TAN FS
<br />I
<br />HEIGHT
<br />( BELOW
<br />j
<br />2,984
<br />FRAME I
<br />II J
<br />.-r f
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<br />1
<br />�7,
<br />HEIGHT I
<br />:
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<br />i
<br />i'I 43 44} I
<br />JI
<br />RISER
<br />4_7r18-
<br />. RISER
<br />RISER
<br />DETAIL 4
<br />INTO MASONRY
<br />I'YP.ANC14ORTYPE, EMB£DME14TAND
<br />LDGL WS I ANCL PER SUBSTRATE,
<br />SFF TABLE 1, SHEET 6
<br />• EDGE _
<br />, L�_ L 316 ROW DISTANCE
<br />\ I PAGING I
<br />•• ` •' ," r
<br />. i
<br /> . j . I .
<br />r ,
<br />F8, n« MAX
<br />TABLE 1. ANCHQR TYPES:
<br />TYP. ANCHOR I YPE. EMSEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE,
<br />SEE TABLE 1, SHEET 6
<br />EDGE
<br />'I DISTANCE
<br />DETAIL 4
<br />uvro ALUMINLI►4
<br />1/8' M IN.1XX13.15
<br />MFTAI SUBSTRATES TO BE PROPERLY DESIGNED
<br />TO TRANSFER LOAD IMPOSED ON THEM
<br />TYP. ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUtISIKAiE,
<br />SEE TABLE 1, BRIER 6 18 (:iA S IEEL STUD OR A38
<br />EDGE STRUCTURAL STEEL
<br />mum Min. Edge -'I DISTANCE " SUBSTRATE
<br />I
<br />DETAIL 4
<br />INTO STEEL
<br />METAL SUBSTRATE DETAILS SHOWN FOR HEAD
<br />(SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL,
<br />EXCEPT POCKET JAMB)
<br />NOTES
<br />t , : ?} I'I 1) DETAILS APPLY TO 2.3 AND 4 TRACK CCNF�URATIONS.
<br />�2 - �a •) `,, 2) SEL SUCETS 2-4 FOR ANCHOR LOCATION & SPACING.
<br />-l:• ! 3) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS.
<br />C9 ,. �] 4) CONTINUOUS ANCHnR PLATE, ITEM #8, IS REQUIRED AT ALL FRAMF ANCHOR LOCATIONS.
<br />i �a2+ ' \ j i4Q1 .••� 10i ,. U. 5) PANFt WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON,
<br />�r."l-' 11 •'-LZ! O � !I f, , .If 6) ALL REINFORCEMENTS ARF APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
<br />- 1 .
<br />(1- TEST REPORTS FOR EXACT DIMENSIONS.
<br />$ ". \I Qjl \� C i 1 1111 ! I .iMENSIONS.
<br />��-= f''-I 1•tlllli t
<br />...... \ y , .. .
<br />�.... -
<br />f!
<br />. ., CRWTAS `.. - D'-, NSf• �1
<br />114 . NEED --' ~r (j - 'A .•' \GE •,�
<br />MAX. EMBEDMENT .. , C SEE �`—--,Sr49� - ......_.,� - MAX, 1t..r.de1T Data wL1YMIx
<br />" , t • • NOTE S. — - ' :_= A8T06
<br />' .L�_ - \d - MIN. 2.7 KSl SHEET 1 F ........�- ____ ...3 .._.. �-<. - Ntl r _� .«.,.•.__.
<br />_ ,__ : tY
<br />EDGE CONCRCTC� IX WOOD BUCKS IIRIP EDGE ' u LU DislapYac Amur Dr.
<br />� __ -.� SILL PER ANCHOR / L - --" a" , 19_ LLJ : ...
<br />DISTANCE \ REQUEaCMENT, OR FRAMING, SEE , DIS-ANt.r ^ �''. t 3 f ; -- V.E—RTI•C•-A-L INSTALLATION DETAILS J ROSOWSKI
<br />TYP. ANCHOR TYPE, EMBEDMENT SEE TADLE 1, NOTE 4, SHEET 1 TYP ANCF�R TYPE, EMBEEM4ENI 5 P Ci ; t070 TEC.IINOLOGYDRIYE 1 r+os: µ.. AYr
<br />AND EDGE DLS1'ANCE PER ...... �- SHEET B .. At40 EDGE DISTANCE PER �OF• .... FL01�\ •' ��,�� : N. VENICt. FL 31?}'5
<br />SUBSTRATE, SEE TAKEI,SHEE.T6 SUBSTRATE. SEE 1, SHEET �',�F,SStoNA4.\�� P.tzeoxrS�J ;VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />DETAIL 5 DETAIL 5
<br />:..INTO MASONRY 11JT0 WOOD r r 1 r 1 I I i ! 1 l 1 \ I NOKOMI§, FL 34274 . .%baiAeoet yap„• ehset 00" Ift Repr
<br />-' -' "''rPNNAn't'FE rOF umc>rty6 570/2770/2870 NTS 6 OF 13 FLA-SGD570-01
<br />.............. L_......"...-
<br />Type
<br />--
<br />Submaw
<br />Anchor
<br />mint
<br />Embedment
<br />Dlalence
<br />A
<br />P.T. Southem Pine
<br />(SG - -S5)
<br />012 Shell MeW Screw (G5)
<br />113.1w
<br />1-1/r
<br />.. .
<br />.,_ I.11r.
<br />i".. ..._.
<br />1-3/4"
<br />- 1 314"
<br />114, Fico Uarecon-- --..
<br />1/4• Elko Cfele•F1ex S54
<br />Aluminum, 6083-TS min.
<br />$12 Shed MWA Screw (GS)
<br />*12 !31 ed Mcl.. Sem1Y f6+Si
<br />0.125-
<br />18{X) (0.1)451 )
<br />112"
<br />1rP-
<br />Sler11 SLIM, Car. 33 min.
<br />A1b - I
<br />Stee
<br />_e _he M-
<br />12 Shed etal Screw !cam
<br />1 b1
<br />ego ro 04 �
<br />112'
<br />5
<br />P.1. Southern Pine (SG - .55)
<br />*12 Wald Srmw (G5)
<br />1318•
<br />W
<br />Concrete (min. 2.T kaq
<br />-. ......
<br />Concrete {mil. 3.35 kai)
<br />Ungraded CMU, Jal s Only
<br />(AS (.;.W
<br />( }
<br />IM" Elco UffraCen
<br />I'vir
<br />",•
<br />._ _._,
<br />114' Ekc trine-1 lax S,a4
<br />..•_. ....-.__
<br />I-N4"
<br />I.
<br />114 Clce UltraCcn
<br />1/4 Eka C21e-Flex SSa
<br />1-1/4'
<br />1'
<br />1.1/0'
<br />1 Y4"
<br />D
<br />Uoncate (min 71 ka1)
<br />1/4" Elco UIIreCon
<br />1/4" Ek0 Crete -Flex S84
<br />14VIT'
<br />*1 1.
<br />2.112'
<br />2-1tr
<br />Commile (min. 3.35 ksp
<br />I
<br />I
<br />UrgWed CMU, Jambs Orly
<br />(ASTM C-90)
<br />114" Elco Ultral
<br />114" EIcO Crete•F1ex SS4
<br />Z
<br />"-1/4'
<br />1-114"
<br />2.1)2"
<br />_..._
<br />2-117'
<br />"YST01y�I
<br />r �L—r
<br />1r! -,.r.aoiv Ink:
<br />CERTIFICATION AUTHORIZATION REPORT
<br />a,aaunll Ko. FRh4 B 1-02
<br />3„
<br />Ile 1 I
<br />P---,q,S PZnP1-0^
<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 Authorizalion Report (CAR) is issued by Ke;,Stona Cert fica-3ons Inc. (KCI1 after fu I validation r1=Vlew
<br />of the orvduct qualificafion documents for the product named beload. This report is only val.d when signed by t^e
<br />-I' F
<br />s H t; s P �-; r, Id _ nt o K . I and rid cote. _h . .routes manufa^turn-d b the Company named below has been tested and meets
<br />p Y P Y
<br />:he requiramEats of the referenced standa: c a :d .s elig.bla for the application of FMA Keystone Certification Program
<br />certification labels. Licensee stipulates in affixarg cedifcation labe s to products that t)'ose products are representative
<br />of the specimen evaluated and downwlted for certification audlorizatlon Only products bearing such a cert,flca;ion
<br />label Shall be considered ceitied The nfo-Tiation in this report can be verified at w wv.keystonecerts.com
<br />Company Information:
<br />Product Information:
<br />PGT Industries
<br />MOdR :
<br />470/570/2770/2670 Impact PVC SGD WAS
<br />1070 Technology Dr.
<br />Operatot Type:
<br />SD
<br />PO Box 1529
<br />Configl.)ration:
<br />H/J/S/Ast/Clip/AII,GS-15/32 HS/Ann Lami I
<br />Nokomis FL 34274
<br />MaX A'idth:
<br />203
<br />1`01 ix Height:
<br />96
<br />Referenced Standard: Product Rating:
<br />ASTM E1886/E1996-05 Missile Level D, Wind Zone 4, DP +/-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No:
<br />Test Reoort Expiration:
<br />FTL-6376/6377
<br />I 11/11/2014
<br />Authorized Signature:
<br />,�VW "
<br />Marcia Falke. Presiceit
<br />1,I stonec4cseom
<br />Keystone Certifications; Inc.
<br />1790 Old Trail Road, Suite D
<br />Etters, Pennsylvania 17319
<br />Phone: 717-932-8500
<br />Fax: 717-932-8501
<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: FL15180.11
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />;XXXX
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