|
. ____._____________________ -_
<br />.[_ ^ I . 1111._��������� - _________________
<br />GENER.AL NOTES: SERIES 571) 2710 & 2870 LARGE MISSILF-, IMPACT-RF-51,5TANT, VINYL, REINFORCED SLIDING GLASS DOOR
<br />. G --,--- . I ____ , __
<br />i
<br />'I I)THIS PRODUCT HAS BEENDESIGNED & TE&TED ;TO COMPLY WITH THE REQUIREMENTSOFTHE FLORl[QABUfI DINGCODF.
<br />�
<br />� ALLRIGIDWHITE ORTANPVCAND COMPOSITE RENFORCEMENTMANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BFFNTESTED TO
<br />I COPAPILY WITH THE FLORmIDA BUILDING CODE FOR PLASTIC&
<br />,
<br />�
<br />i
<br />1 2) GLA71NG TYPE OPTIONS; fFROM EXTERIOR -0 INTERIOR); T�TSMPERED, HS�HEA'F STRENGTHED, AN�ANNEALED, SG�.O�90 DUPONT
<br /> � —
<br />i SE,IJTRYGLAS(FORMLR�,YKNOVVNASSENTRYG�-AS�DPLUS), EI�B�,090` DUPONT BUTACITE PVB,
<br />i GLASS TYPE A: 3116" HS GLASS, .090" SG !NTERLAYER + 3116" HS GLASS, V16"AIR SPACE s 3/16" T CAR
<br />� — — — -
<br />1 GLASS I YPE 8:3116" HS GLASS +.090" PVB INTERILAYER + 31IIE'AN GLASS+ 7116" AIRSPACE+ 3/16" T CAP
<br />�
<br />� GLASS TYPE C:3f1W HS GLASS +.0110" PV5:,NTERLAYER -� 3116�WNIGLASS t 9/16"AIR SPACE WITH k-EAT-MIRROR FILM+ 3M6" TCAP
<br />1 APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 1995.
<br />�
<br />I
<br />I 3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD DUCKS LESS 714AN 1-1/2'THICK ARE TO BE
<br />I CONSIDERED I X INSTALLAI IONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT 13 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED
<br />3, AS2XARE1-V2"THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE
<br />I STRUCTURE. WOOD 5UCK DESIGN AND INSTAi.LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARGHTECT OF RECORD.
<br />4) IF SILL IS TIGHT To SUBSTRATE, GROUT IS NO T REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MiW, (DONE BY OTHERS)
<br />I .
<br />(MAX. 1A� 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 WC0D
<br />SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FRC.
<br />5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALLORESSING OR STUCCO. USE ANCHORS OF SUFPICENT LENGTH TO
<br />ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1, SHEET Q. PROPFIRSEALING OF ENTIRE ASSFMBLY IS THE RESPONSIBILITY OF OTHERS AND IS
<br />BEYOND THE SCOPE OF THESE INSTRUCTIONS.
<br />6) DESIGN PRESSURES�
<br />A- NEGA71VE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 3OD-04.
<br />B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-04,
<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 DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION FACTOR WAS
<br />IUSED FOR THE EVALUATION OF ANCHORS INTO WOOD, ANCHORS THAT COME INTO CONTACT WITH OTHER DiSSImfLAR MATERIALS SHALL
<br />MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
<br />I B) SHUTTERS ARE NOT REQUIRED. I
<br />i
<br />I
<br />'
<br />i 91) ALL DOOR CONFIGURATIONS, UP TO 8 PANELS AND/OR 4 TRACKS, ARE QUALIFIED,
<br />I SEE SAMPLE CONNGURATIONS ON SHEET 12. DOOR SIZES MUST BE VERIFIED FOR
<br />� COMPLIANCE VIATH EGRESS REQUIREMENTS PFR THE FLORIDA BUILDING CODE,
<br />I
<br />I .
<br />�
<br />10) REFERENCES: TEST REPORTS FTL-6337 & 6338; FXOVA-1 0-002-792(A) & 10-006-10231;
<br />I! CAMBRIDGE 535753-09; ELCO ULTRACON NOA 907-0425.01� ELCOCRETEFLEXNOA
<br />�
<br />: #133-0225.05: VISION EXTRUSIONS, LTD. WHITE PVCNOA9111-0420,D6, TAN PVCNOA
<br />�
<br />� #
<br />: 11-0902,10; ANSIIAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2w5
<br />�
<br />I ALUMINUM DESIGN MANUAL
<br />DESIGN PRESSURE RATING
<br />IMPACT RATING
<br />VARIES,
<br />SEE SHEETS 8 & 9
<br />LARGE & SMALL
<br />MISSILE IMPACT
<br />__ 1-1i"161NOM. 1-1116'NONC
<br />__ .- 7116"AIRSPACE _ _[ ?l`16"ARSPACE
<br />NWHS GLASS - --I - 3116"AN GLASS - T -
<br />3M6'IjS GLASS - - 3/16" dS GLASS - -
<br />DUPONT.090.4EXr, - - � Il DUPONIF 4FXT� __ W-,_)�
<br />____
<br />SENTRYGLASS , �09901 PVB
<br />__� __ 3ilfr T GLASS 7115* - - 3116'TGLASS
<br />7116, - - _Q NOM - - 7
<br />- 4,177 _1� I I 1 /�71 1 -3 I , ,
<br />'
<br />-
<br />f. 11 �� -
<br />�7 �,
<br />�
<br />7W _r I., � ��,1�/,,70D,, P61 1 i I rl�7_ 7 p
<br />8
<br /> � I
<br />I
<br />Z - (�7) i 'IC ,_
<br />, j 3�
<br />] .-S. 'I _w I ,(Z-�, �,__
<br />GLASS I d
<br />BITE I ,� I SITE . i
<br />GLASS TYPE "A"
<br />SG LAMINATE,
<br />INSULATED GLASS
<br />-
<br />� l Design Certification
<br />I �!! l�� I Configuration -
<br />i �_ Width I Heeight I __ --- J ._ I (.-) p Numbers -
<br />1 241" w 60 265,771
<br />203, 120" 1 )0=vvlastragal 60 65 19U-ZI57. 774
<br />...
<br />20S. 95" )Qmw/astragal - 60 60 190-263,711D
<br />_,_i1iF,_ _95- )0= 80 BID 190-787
<br />,i&f_ ---w- wo wissil 86 I so 190-264,772
<br />__�0_T_____ _96.� _)Dmv�i-lst;a�.-�I_iofl_ 90 190-266.773
<br />I
<br />WIVAN GLASS
<br />31WHS GLASS -
<br />GLASSTYPE"B"
<br />PVB W-N--A-T-E,
<br />INSULATED GLASS
<br />1-3116'NOM.
<br />WiTAIRSPACE
<br />-
<br />/-HEAT-WRROR PILU
<br />�
<br />4EXT �/ � IINT.jp�
<br />I
<br />i i 311VTGLASS
<br />DUPONT.000'PVB T - -
<br />7/16' 1 i -
<br />I - " -- _It4i
<br />I �_ " 11 �,
<br />719' , i ., 1-800,
<br />GLASS
<br />BITE I - --R
<br />- f. 'r I\i I / -
<br />1�fl�2 - � ,/
<br />(D3 -
<br />GLASS TYPE "C'
<br />PVS LAMINATE, INSULATED
<br />WITH HEAT -MIRROR FILM
<br />GLASS
<br />NOA DRAWING MAP
<br />SHEE
<br />GENERAL NOTES .... � ..... I
<br />GLAZING DETAILS, ........ 1
<br />EILEVATIONS___ .......... 2-4
<br />HORIZ. SECTIONS...__6
<br />VERT. SECTIONS .... ___6
<br />ACCESSORIES.... ......... -7
<br />DESIGN PRESSURES,...8-9
<br />EXTRUSIONS ...... � ----------- 10
<br />PARTS LIST... ------- � .......... 11
<br />CONFIGURATIONS ...... _12
<br />PANEL TYPES ................. 13 I I
<br />INSTRUCTIONS: I I % % � � I i � I f f) " — I
<br />,\" ; IfNN Arj� I/ " pe.ieoo ar, 0 - Rmis
<br />1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE , �
<br />SLIDING GLASS DOORSIMAY BE DETERMINIED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B 1� " " ""' "-'-,, I% I
<br />I . , N,� ,� I -_
<br />I
<br />, . ,,l
<br />OR C, USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN � - , �, -,t :, � , .-. , * I R.vfMd9r D.I.- R.%isiw I
<br />PRESSURE IS ABOVE 8G PSF, OTHERWISE USE TABLF 2. SHEET 8. - I
<br />Z : NO, sgp3s 1. , �: -
<br />2) LOCATE THE SLONG GLASS DOOR SIZE ONTHE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL = : , - I nF I I
<br />,
<br />PANEL WIDTH, WHEN FINDING YOUR SIZE IN THE TABLE. ALWAYGROUND UP TO THE NrZXT LISTED S[zr. - : Z�, L _ 0-#ft- 0�6I,:
<br />7: -10 '. , 67, - Luz —0
<br />-,. ,p - , 7— W �:
<br />3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS Af�E_DEFINED IN TA13LE 1, SHEET 6. ,I ?�, .-�� GENERAL NOTES & GLASS TYPES J ROSOWSKI
<br />� , �� ,. � -
<br />ALONG WITH THP APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIIM�JM EDGE DISTANCE, , - .. S P�11 � .-;�, I ______ I
<br />1�
<br />, () '. Op, " I 11 '1070 TECHNOLOGY ORAe TW: D.ts.
<br />4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4, .SHEETS 8 & 9), VERIFY THAT THE REQUIRED DESIGN , Z�� FIOR� .. .0
<br />1�', �'S'_�___ , I N. l ft 34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />,�, �,�,
<br />PRESSURE IS MET OR FXCFFDcD. USE THE ANCHOR QUANTITIES SHOWN. e P-0. BOX 15W
<br />.
<br />E) INSTALL AS PER Tt-;,E JNSTRG,'IONS AND DETAILS ON SHEETS 2-7. f ONP,�- \\ MOKOWS, FL 34274 5"fi--#/0&t st.a I I Rar
<br />6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET T A. LYNN UILl 4'p�.�E. CERT OF AUTH- *2WN 570/277012870 ISNwTS 1 OF 13 1 DFrj'DAft-S'GD570_01
<br />I ___ __ - .. -_ . — --- _______ P EA 5137D5 - --::] I I —
<br />I I
<br /> - . ------- - __
<br />.
<br />� 1 I I
<br />i i --kit- �
<br />I DETAIL I 1 : �bu
<br />FINTO MASONR�( I i -
<br />I ---- 11_111..__ i F:71111&1_q�x�
<br />CONCRETl ,� - YP. ANCHOR TYPE, EMMDMFNf AND EDGE
<br />PERANChOP ' / DISTANCE FER SUBSTRATE, SEE TABLE 11, SHEETS _� /
<br />REQUIREMENT -� ""' -1
<br />. � / / DISTANCE "_�o ASTRAGAL ADl �� �) ,, / /
<br />I . ", ':Tib' STRAGAI. ADD -ON RIFINF. ",
<br />i I : ., I / . I I I � j / NON-STRUCTURAL I �_- ;A 11� "
<br /> ...... 11 ...... . -2 " .1 ANCHOR __I____�� .- L 'j __ - --
<br /> , : - I ( #I0X2-1/2'SMS (��sl - \ ,
<br />Emem- - , - 1i . . . I I Z-0
<br />. VENT 4 � I it- 11 ,�, I R_9NFORCEMENT SCREW; 5 \ , -
<br />. . . . . fl/' ,.--,i& .1, �,�__ PE 11
<br />I � I -a I I . 4 ,-_1)OPTtONA1 �--, �� 1, i I i
<br />- L � - - _ _.=-7.41 L=?" - I - - T 0 FQUAL�.Y-SPACE D ANU 'r I_ -
<br />�
<br />,�� - . __::L7=1 I I I � ' I - .1
<br />i � - 5�3, . (�8�;\,." FROM ENOS (FACTORY " i - -
<br />V4- /.,-, I . ---`_.=� , 16--1 /- I --- -
<br />M ,z- I I-/ � =_ Lj1EE, 6.'11 1 INSTIALLEM L, - ____
<br />I- , .., . - , � - - 5�7 _ I -
<br />�_� / __� �� . - _ I ]L_�_- - - LL LL -
<br />I- I .- � f'17 L 11 _
<br />;
<br />_, F�,
<br />,�� " !� ______ -_ - . . :��,,
<br />- .� � 1. i uj�� 11 I i� � 111
<br />1. ' I �___ __ _1 __ � �_ 11 � I l iiiii F?1. ! '77'- __ rN TIM
<br />,_ L ... � - - - - .1- , 77�7=1�
<br />, I 1. �' 7771F . . ....... 11 . th
<br />.. _
<br />I _/ �.. . - -_ t �. - I
<br />I�D5 [ - I I-
<br />.1 X"L_ 't
<br />- - - � -4
<br />- - I
<br /> -
<br />1-1 �, . ,.7pm 11 ,
<br />� / I , �-, .L -, "T7F ��L
<br />,�_ ' 9'I� ,3 , � ` 'I . ,
<br />,!,L. ' C;�g�� "
<br />,7 , ---' ,
<br />` -1 --- i�i§ EXTERIOR ��17_ I Q_
<br />,ji
<br />%_,�_T_/ ..--- �__" i I 7L,t!
<br />,
<br />— i _ �� I 1ASTRAGAL \ / "i C�' � P
<br />POCKET i - . -
<br />� ('L- ,;�;' � .7
<br />P-F,'OOK 1�1 � i 1-1 L
<br />. I LOCKSTILE : i 1\1 11
<br />� : ! �_1164)
<br />. I � - ' U,,: -� ----� PANILINID"li ____ . ..... � _1 - I . - -- PANEL WIE
<br />, �
<br />....
<br />F(-)R � i p � , - __ --- DOORFRAMEWIDTH -- - -------, -
<br />LOCKSTIl (;�4) 11
<br />I
<br />ASTRAGALS, _1_; 11 I
<br />FIXED I- �___ : ___ - - _____ __ ,.._______ DCOR FRAME W,Ulti
<br />. 2
<br />ST4E$.A11D �__,-_ , I Al MAX, _-I '.--
<br />- , :
<br />HORRON7AL _F__, �jjj'j 1 .
<br />FAK8 .�,\, fl:-117`
<br />EDGE � 1�f �
<br />I � j "'I- SEE NOTES DISTANCE ; , 1 ,5 1 #8 X 2WSMS REWFORCEMIEWF -
<br />; 3&L I � L � If* - ---
<br />: z " , SCREW, 3 PER RAIL. LOCATED 11 � � , - --- -
<br />I "", I I I I : , i , � - - T
<br />I ' 14_4� 2 AT CIENt ERLINF AND 91 FROM , , , I :
<br />' __ , 2 , I Z. -
<br />-
<br />L-7' __ BE , L_i �
<br />' - �
<br />; � �5 1 � �E=__
<br />I 1 =2_61 JI : IS (FACTORY INS 1-11-1
<br />i ( _� ro "�NC k4lbll - X I
<br />: ()R � �- I RM, , 11 I ��
<br />� ,_�) - %
<br />-
<br />. [NTEl HOR TYPE ,sPA ING , I __ 1 1_4�) 1 ....
<br />/ . .1- I
<br /> -1
<br />ON . __ _ _,_ " F_'All AND EDG� . � � I � c::- -- - � , _� I - ____
<br />" � = RA TE, _______2� - _]`ii K - ----- -4 .---
<br />DiZ-TANIaE PER SUBST �r ..- �_'
<br />I ] ;z, 1 SEE TARl-E I, SI' 11 T� 1, 1 Nil 1 C -,.,.
<br />� 4 E E I- 6 ! �L � !!!!! . -...- 5 - I 1� ,� I _j I
<br />I
<br />: 111, ;
<br />I t _,��j I ,j -),i � " I �' - 1;,z
<br />, .
<br />L.
<br />I ............. ___ EDGE 11'.-i� ... L --'-
<br />I DISTANC - f . I I
<br />I FIXED PA
<br />i �
<br />I _ I ANDARC
<br />I DETAIL Sl
<br />2X AIDED SUCKSTl L I
<br />! CMBEDME - r X -D ST LE
<br />I OR FRAMING, SEE TYP. ANCHOR TYPE, EMBEDMENT .
<br />7 2X 0D - . ...... --.---..
<br />l 4. SF`FiFT 1 ,� _ AND EUG� 9'tl7ANCE PER SUBSTRATE, BUCKSTRIP I _.
<br />" _A6UE OR FRAMING. SEE .
<br />- L EDGE I__ "' SEE : - I� Sl G NOTE 4� $11.= ; I DETAIL 3 i
<br />I DKTAI,��
<br />-:_'4"- L ,/ -- - - I
<br />1 I - - � ' - _______--- 71 NON-STRUC7URA1_ L �no�-
<br />.. - ___ I �1_ -_:: - - - - ' I �/_ANCHOR
<br />Ell ( _1. .�7
<br />LIL '= I --]L"-
<br />,
<br />MEN ,�, - _-,
<br />- _ , __:� - --- IA'
<br />.
<br />, .- -
<br />FD _ET, k I C�l Ix OR 2X WOOD
<br />I INTO MASONRY - Bur.11CSTRip, SEE
<br />,
<br />j_ IX SUCKS-MIP NOTF4,SHLETI
<br />QUIRED IF DOOR ]�,:_ . . .- I /
<br />HEIGHT IS OVER 95^ ". lz�_, I .
<br />I ,_,_,, 1'�� i . ', CONCRETEICMU
<br />I I�� - � 11 - -, 14#�� - , , I I PERANCHOR
<br />� IN J-1. lrr,j , , " 'A , 7 I -,.' . REQUIREMENT
<br />11 �_' I ... ,,�,) i -. �
<br />1 I , ----' - L ,L1-;�'7_'---rr - -- I j1 - .- F EMBEDMENT
<br /> - � . ..... -JIL., . [Ill!
<br />�;� � KII, I 1 � �� � *iwomll
<br />-� I -1 , , I 'L, . ,
<br />11 % N�_�E I., i \ "" I ' TYP. ANCHOR TYPE, EMBEDMENT
<br />.
<br />.
<br />, .1 � : ei� , �j I I AND EDGE DISTANCE PER
<br />, 1 '' . " - SLffiSTRATE SCF TABLE 1, SHEET 6
<br />,
<br />,
<br />11
<br />Ll� , I C
<br />Mi-11 ...- I ... i ,
<br />3 #_-, - -,--- I ii . �./, "
<br />I - --.,.. I ��P,lIl , ,,.�� -----r-T
<br />I . . I , �
<br />111 (T)_ 1 , /�' � r ' % I
<br />. . ' �
<br />I INTERLOCK . -\I L I
<br />; 11 � . ,: if ' ' , - EDGE
<br />� .
<br />I , " - , ii& k�_Ei]� ---- _. I � .- Z I . ('/I - � ' � I DISTANCE
<br />: . I v I '.
<br />: - / I k " �
<br />f �/ V 1i I
<br />: * -
<br />: ,_ I - I I .
<br />I T-1 1, IF6)II, --- __'t
<br />� ,1 1.��/ ,
<br />I �- 114' M, AX, ,
<br />TYP. ANCHOR TYPE, EMBEDMENT
<br />-,.----- ____ - ____ - ___11 AND 5 - -- PE-
<br />.
<br />�;DETAIL,2 7��
<br />[ ,-Te 19
<br />...... [ - _;it_77�__ -__ I ------ � MAyr NOTES __ ,� , � � . 11�1 I�Ifj,_
<br />j i ---
<br />: � - - ,_ --I
<br />� . - _. T
<br />11 11 ��
<br />� " �
<br />"J,q I I.. 1. -
<br />P-kDOK , ��,�g �, -
<br />§) 7 HN� I I -1 . �
<br />C - �
<br />PLATE (12'LON '_�
<br />PANEL I r/jlt I __
<br />, - 11
<br />( - � 11 ::,...
<br />li@'11 RLINF. - / - - - � �_'� -
<br />PLATE Sl f9LN�_T
<br />I (�_ #10XI4f4" P-HOOK
<br />,� @ 2 -5/0' Q, C.
<br />i I I
<br />; � DETAIL I 1
<br />� I INTO INOOD _� I
<br />i______________._.._ . __j
<br />I
<br />) --\ i / /SUBSTRATE,SEETA61E ILSTIF�43
<br />I \ I ,/ -
<br />1, \,- -- ..Z i - - / T
<br />k I—L-11 i /(,
<br />-
<br />1. L � ,� :. ,/ EDGE
<br />11 I �
<br />LL
<br />-
<br />_1i _ � , ljj� , / � ' � ' DISTANCE
<br />I
<br />I L
<br />I ,;"ml _�
<br />.
<br />J I . I
<br />- , , ,
<br />.
<br />__, __ , 2-318"ROW
<br />� - _� '� .
<br />r= �!- _�, : - -
<br />I , � ... V , - . . SPACING
<br />� L' _N I ; , -
<br />I- . 131=1400-oll --I
<br />L�L 11 I I -
<br />I EMBED -
<br />I L .1
<br />: � , ' MENT
<br />11 I .
<br />� --- . � CbLNCRETEi0AU
<br />I '�, . . PERANCHOR
<br />REQUIREMENT ,
<br />I � �__ 114' MAX
<br />I
<br />[btTAIL 31
<br />LNTO �.A�. I
<br />__�
<br />, I" �yk,4l`l Mhz , I/ : ftyk.dgy: 0.1. __ -
<br />1) l AILS APPLY YO 2, 3 AND 4 MA�F \ ____ _ Revimbn:
<br />IT , CONFIGURATIONS. I "I .1. 4,�q "I
<br />I " - ,
<br />,)'lOT'f1ONAL L ' Z�'.-' Cej,ISP "
<br />2) SEE SHEETS 24 FOR ANtHOR LOCATION &SPACING, r - -. I . :1
<br />-�. 151- _� I
<br />� I _-� ,��, - ,,� - '.. * . � �
<br />3) SEE 7ABLFS 2-4 FORREWFORCEMEW " " . 1� R.,?.d Ity- Mfe: RevIsbri;
<br />RECUIREMENTS. �-7 ',-:. t�(). 557C35 ,_ :�
<br />CCONTINUOUS ANCHOR PLAT E, ITEM #8, IS RF�Ull I - -�< -' -
<br />=� ZT ALL FRAME ANCHOR LOCATIONS. I- : � � � - = _1 __... ____
<br />i- *
<br />.
<br />- _A 5� PANEL WIDTH DOES NOT INCLUDE NTERLOCK OR :I --. a .3ill )-�J�- " w Z l 6�
<br />EXTERIOR AST RAGAt ADD- ON - 13 - .. LU:_- HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />�7 -,, �', �jF 101F ., -
<br />,, jI_ �
<br />ELY THE �, _,�T; __ ......... .
<br />$)ALL REINFORCEMENTS ARE APPROXIMAT ,� , I _
<br />FULL LENGTH OFTHE EXTRUSION. REFER TOTCST ? , , , �,� 770ft" -
<br />� I—[ F �� . , �, '. 1070 TECHNOLOGY DRM D.Il,.
<br />I \ REPORTS FOR FXAC I Dil , _ , �p 9 VENICE, FL 34275
<br />,
<br />�/ , , 1 VINYL SGD INSTALLATION GUIDELINES 11118/10
<br />1 ""�,()"4�, F. a. BOX 152a 1
<br />,;I'''' " NOKOMI�, FL 34274 SEARWv0dw Asov No. R.,
<br />I , , - - - I -
<br />I A, t YNN MR 1,,ER, P,F. 4MFR r, OF A 077 f #ZqZ96 5701277012870 1 NTS I LA-SGD570-01
<br />L ............ ___ _pF_#,s67`§
<br />— -- ---- ____ - _.- � - - - --------- - - - ---------I- --_'_'_-_
<br />.
<br />_ -
<br />_-
<br />I jp�TAIL 2A . -1 � , "' - -
<br />-
<br />I DETAIL I! __.E_TAi - FDET;klL 3; IX OR 2X WOOD
<br />L11410 MASC�lr,Ry 1: TERLO M05M, ONRY
<br />IN I
<br />- . * L M4 _-�11 -
<br />, Ix E
<br />CONCPE'l - YP. Al TYPE, EMBEDMENT AND tl __ AFOUIRFID IF l _. - �xr BUC4<5Tl / NOTF4,SHEET1
<br />- / I l PER SUBSTRATE, SEE TABLE 1. SHEET� -�) "' � ,%N .
<br />PERANGf1nR , 4 _\11FtGHT IS OVER 96" r , .
<br />� , Fj lciF , �, \.- ,�� , , - 1, � I
<br />REQUIRENIENT 7� , ��6,'ASIRAGAILACCION ,/" , - ,�. '_ ., CONCRFTEfCl j
<br />STANCE 1� " 1 '765) N _� I 11-11-I.- ��.n I PERANGHOR
<br />I '.. , , �/ ,,, `�� I - ... . I—. 1 ' ' ' .
<br />1 1. 2, �,� .
<br />, I � � NON-RTRUCTURAL .1 I ; TRAGAL ADD -ON REll , , \ I 'A - REQUIREMENT
<br />.1, .., � -11 / / K
<br />1-1 �1_ .1. .
<br />" � DI " , , - -1 ..,., _� ' � AS �9@)__ . -_ - - - I
<br />121 �', - ji I I . I /__ AWHOR le. - I __ '. - . � � W., I - L_
<br />4 I 1 . � ,, (40--� ,--- -`/ rii)- . ..... . I I . � ,
<br />'= I ,�, -, — - , -- . _..� i �.j , � � . - -
<br />Er,1BED- - ' . , . , " I ��, -_� I v I __,_,� #IGX2-1j2'1SMS _ .1 'L�- � - .
<br />MENU � ' ' Nt , ."\ ,�, rr I RENFOR'� a . - __ - �. .'.. - �_�Ugl 1,:! . �
<br />.: �,, , , ` I—' ', �, -_ EMEW SCREW; 5 " I I . - '(0, ( j � . j EMBEDMENT
<br />� , ! _ I " 11 �, I I "I .
<br />j , � , � � � � /-�20)OPTICNAL, , � 1 ,
<br />� � - 1, 'I F ,-, PER ASI RAGA�. I 1 ; 11 z , i
<br />zz- I . . _�W
<br />- i F__ ___::�. �! I . /_kw.'�QUALLY-SPACEDANCr I : - ___ IJ - .. I . . . �
<br />4 7____T=__1__T "' 4;��-_, L=/. -, �, - %, q� . om",
<br />_____�_�'�� =1 , ,__ -- - -1 1
<br />14' I '�7� 2 `�,- , - ,"� � I - FROM ENDS (FACTORY , - .. - I TYR ANCHOR TYPE, EMBEDMENT
<br />, -_- --
<br />i 't 11 � - ;��; �L f, I I " . I..... .-.--.-. . / INSTAI I ED), L;-:�:�.'� .1-1 - - - - yl� . , � I ,
<br />�_ � ,
<br />, " j
<br />I ".�; � L__" '.
<br />g
<br />;�t , _
<br />__.. - � L I � �.-- AM) EDGE DISTANCE PER
<br />- "
<br />_ �� - -
<br />" _
<br />MAX. __ - ,_, __ = _.." _7� ----\ _:7v� �, '_ SUBSTRAT
<br />i-J), - \ a:_� 01, LI I \8,-\
<br />"f — ,�F— -.--- __ ,. I , - . s
<br />/ ---I- I � - ___- I_ I .._,;:_===--_-','_ -
<br />— �JLI I , — ,� — I "' 11
<br />- -1 , -.1.11. -_ .. .. '. E, SEE TABLE 1, SHEET B
<br />I __ � i, -- — RI.,--4—_--- --- -'- _j _ . -E----=-=--_1__ _�_ � I . I/ ,
<br />(;�11 j 10 07 W, , , , -, - 11�;r I i
<br />Ir
<br />- /
<br />z!0 -1
<br />POCI<ET
<br />P-HOOK
<br />- :
<br />( I i ��--, ", ; �__
<br />�
<br />�
<br />FOR �j :
<br />.
<br />LOCKSMI,l !
<br />.
<br />ASTR,AGALS. I :
<br />FIXED __ , __ I ,
<br />S I �LES A'ID �,-
<br />HORIZON7AI , -
<br />XAIL,; :
<br />� I � " ii�!)) I I
<br />.,
<br />_�� " I '��--'-:'-' SEE NOTES
<br />. 3&6
<br />A
<br />i - - - _.� BE LOW
<br />.
<br />:
<br />;
<br />l (
<br />\ 11� � � ..... - - I �__ _. .
<br />� i ! 11��__ . I I
<br />11 ____ 1 --- (11_____ - � .
<br />r . i " _1 - I
<br />-I'll.. t NIP[ I ,_ ,-- mftmu, �
<br />- -------- L �., __ .— � JtR .. .... _,_= I— �= �� a : . 11CA17 I I % . �
<br />� ___ I 1. � — - _.... - I
<br />V�� .. : I - - -_ -_ -_ - - ,_' __11 . � , �
<br />I
<br />1 .11�__4___ .. I �, C7�__ 1 1 / I . I , 1.
<br />, ,� -
<br />.
<br />/ ., , , I: - _ I -_ I I . �� ,�, A ! � I
<br />0�tl_ ,., ____ I L jJ-6,) INTERLOCK 11 - I -! /U -
<br />90,./ _-, 11 1 ,, EXTERIOR _' I 1- ._:� - 'I . . EDGE
<br />- - 'RA�m � �_� 'r -_6o_iSC'-R"r'-EN-- � '-'�j � , ' - - . � DISTANCE
<br />�
<br />- ___ ,_ 1 �s _T �k _�� a
<br />, e
<br />`�_,_ I J_L r /.. / , I I . ��
<br />i �\,/ (r4� I I
<br />1� ,-. � _. i .
<br />- - I .- 1. -
<br />l l %I- '_ 42) ( - / \�,� - , 1� - 1,
<br />V41 A �
<br />,_� tr� - -1.
<br />PANEl - - ___11 - ____ PANELWIDTH - ------------ _�:�, � / 11 I- " MAY,
<br />L- 114� * �
<br />. - 11.1-. DOOR FRAME WIDTH ---- -- -- ---- I -
<br />�___ __ . .- DOORFRAMEWIDTH -------------------- -- I TYP. ANCHOR TYPE, EMBEDMENT
<br />: 1\ I- ___ --i /- AND EDGE DISTANCE PER
<br />..- - \ =�'��, 1
<br />114- MAX --� : 7- / SUBSTRATE, SEE TABLI� 1, 8HEET6
<br />� ,-, 1:�p I I
<br />- I
<br />f
<br />_� I :
<br />. .
<br />DISTANCE I I r - - I ,,, -- . j � ., / ... E
<br />. I 1 -
<br />I , � D7 ___ __ -7
<br />T_ , , ,_ � I . A . /"
<br />EDGE i I
<br />:
<br />�
<br />,
<br />�' � � : IRI X 3WSMS RENFORCEMEITT ,=_--jr7 -------- jkzr�� - ". , _ ; -1 � .
<br />,-- -
<br />.� -1 , - .--- I SCREW, 3 PER l LOCATED - ____ ---- --- 4 �
<br />_ 51 1; -- _ A j I I I . .
<br />I - I . 1� __1 AT CEN7ERI_NF. AND 9'FROM I � �1- .
<br />1 .1 .. ��_�71 1
<br />,
<br />,- __ - a '.0w,111 lk
<br />i : : - -_ - ,
<br />,6 "I ��� ____ __ �
<br />r L ENDS (FACTORY INSTALLED) NIL ___ i ; ,
<br />. .. '.. r Al I --- :: �� . - I 0 , �
<br />i .!�_ I -1 -� � I
<br />: �� I I I � 11 - - =�i ,� .
<br />I
<br />: FOR � 2-319"ROW . � i I I L , I - - - -- ------------ �__
<br />,� , -
<br />I tNTE TYP ANCHORTYPE, SPACING .1� . , f - kll /-1:@2) L�_1.L=L1__'_ �'-. � j .
<br />�' 4 ��-_,, -,' �-:-i-l__' . 2-118"ROW
<br />PLCIC�- I l - I I... --'I- - �
<br />I 1`1.413�- rl AND EDGE � I ,I� z 4, ]__!_�� -----,.-::--_M�= I ;;_2� _._=� i,,�Kj' 1� . . SPACING
<br />____ 1. (�_'i . . . i'l,", i � _. 4�_�_, . : r I � j .. I I
<br />i --- -
<br />ll ( = � I _�L - , I _
<br />-
<br />.- OtSIAN4UL .PER SUaSTRATE,-, ' �� "! I 1 j I F77=1 --i - � - jj ..
<br />- ��, �, I SIEF TABLE 1, SI4EF- 6 1 , r�_ ; � - . . .
<br />� . i _ ,�,-;�7 �� - I .
<br />i � 11.1 1. � i . awaw&l I
<br />: . I "'r, F Il I I - I I
<br />; _ ...
<br />� � -1 I , 'I"i i I- . it ::;;;� __ I L,� .... � i , . . ;
<br />I ,/, - . -_ - 1�_,__z , -1 El
<br />f I EDGE � � I . r _ _/ �E:�;� _
<br />i DISTANCE I I r , I - FIXED PANEL CLIP ,)� F7 _T_ I - , I .,, �, . , ' MENT
<br />p �� � _.. - AND ANC -ORS, Srr - - I ... -_ . , CONCRETE[CMU
<br />� I- ". 11 � I � � - DETAIL SHEET 7 ��,�_/ 91� �r I -, , I '; . PER ANCHOR
<br />I 2X WOO[) 8IJQKSTR;P . ' ; � STANDARD SCREEN .,- ^ I ,
<br />�
<br />- . - r]Xf,,) STILE F .
<br />0 R F FAM ING, S E C EMB E DWE N T 4__.� � li REOURIE'l
<br />i NOTE 4, S�iEET i TYP. ANCHOR TYPE,EMBE Dl f . . __..._1_ � EXTERIOR I - I �_- 1A"MAX.
<br />I /- AND �EUGE 0�1�,-ANCE PER SUBSTRAT E 2X WOOD BUCKS TRIP -- 1. � .... PANEI-WIDTH - --- � 4 11?��
<br />5 I ON �RAWNG SEE ___1 --- _6�T___
<br />s DIST;NCE ; / 11 ____0 7�,_� [ AIL 3�
<br />�_- /1 " -C F 4, SHEET C ' EtkiL ' ' `�
<br />- EDGE SE , TAOT! I NO rE 41 �HL.71 [_D 3 � !:DETAIL 2
<br />: � . �__ -.11 -
<br />------ - _. .
<br />I., __ .__ � , -..", __ - NCIIN�S fRUCT URAL L��,DD �� 'IT Ric- [ INTO MASR�R�Y
<br />� [:LL=
<br />�-.-- � _ I z _ ___',
<br />I __._-qjy , ----,- - I I -ANCHOR
<br />EMBED- - __ --4, ;,---,--.---,----I "I �.
<br />-
<br />MLN; --_-_�!::::�-_:�__: - 1W
<br /> ........ - I I - __ ',�; -'( �I� Ij Ili,,,_
<br />.F. - �� " _ _��7_7' - MAX 4Cf-,ES 10 ,
<br />: _, �--�_, , _=� ...--I- I : I . 1', LIE YAls APPLY 10 Z. I AND 4 TRACK 11 I.. "' j�q R.w'.d Ry. vailn
<br />I I ( - . ,,, \ 11,11 0" ",
<br />,��::, __ -.--.---P/ 1 --1-7- 'I ,�, i Regsk1w,
<br />. =1 "I 0. "I I
<br />- I _7 ------ � 1 ,� - doNrGuRATioNs. . " ,
<br />- ,-, - __ - (� - �
<br />. - .- . " .. ..... � �ql OPI IOPML 2j SEE SHEETS 24 FOR ANCHOR l I l0l SPACNG, - .�N " _�I�,� '� 11 -
<br />- � - 1,.� -, __ ... , I I .
<br />P-4-OOK � .... .. - 3) SEE 7ABLES P-4 FOR RFINFORrl ��, 11� � "IN.-- 1� - * _�_ i
<br />1� Rl t - "... ... � I... - .L . _� � R.Wsi-
<br />1�) , , , V I _:� 't " , r". vi.d R3" ODIC I
<br />__ T ,: � " , " , � RECUIREMEl - � . 0.551(35 , -
<br />"L,41-- � I;r' LONG, 8 / . : � 4) CONTINUOUS ANCHOR Fll ITEM #9, IS IRFOVIRED - .)It .� 1� � . I
<br />PANEL MIDSPAN � / I . I - . , �ww
<br />. I ,., ---- -- ,- - I :
<br />� 1� ..... � , I I AT A�L FRAN F. ANOW)R LOCATIONS. - k - � 'a' 7 __� -_ � ----
<br />I I �. � 11 i- , -
<br />!LP_HOO� - � 5� PANEL WrDTH ODES NOT INCLUDE INTERLOCK OR . � a-;��3jj� -jr, : U -- -_ a l sy,
<br />IS - R NI . _--- - Ir ... __/ T � .. 11, .. tu :: 7"
<br />-
<br />�1� L EXTERIOP AS I RAGAL ADD -ON. -13 - I C� � -,- .HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />PLATE SIMS, PO-qM1 6�ALL REINFORCEMENTS ARE APPROXIMATELY THE 11 I. ;"
<br />#lox 1.141 PK)OK � I . s 'l,' ..., <: -� ---- -- ------ --- .. .
<br />I I , pt Cc) , I I aff&
<br />,
<br />1* L FULL.-ENGTH OPTHE EXTRUSION. REFER TGTEST ." " ". 1 1070 TECHNOLOGY DRWE r1ft
<br /> / I
<br />(11) @ 2-5-15' D.C. I I I 1.� "I REPOR IS FOR EXACT DWER81ONS. � " . .... i .. , ,�, I IV. VENICE, FT M275 VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />4 . " ,/, SS!ON �� I P.01 Box 1529
<br />� , I - I -
<br />i _,D,ETAIL 1 1 �j, I � I I I I 0, AOKO" FL _U274
<br />I - � � � . I sarI00"t v,awing %�
<br />I ; INTO WOOD I . A,LYNN,kAfL R.P,E. I - -1�: l
<br />4 -------- I . 1'. r V �_" 6 7 G5 - . T. OF A VTH, #29296 57012770/2870 ISNTS 5 OF 13 FLA-SGD570-0
<br />__ - - - . _ ... ___ . ............ . ... _ ___ . .......... � ... .... � ..... .. .. _,_____,_______ I � ---- _._,_____J I "'O'�` I 171
<br />I .__________.____-_._-
<br />I.....- ___
<br />11 2-TRACK CONFIGURATI I --I
<br />[i -_ ___�
<br />F - �. I I ' IDETAI C2
<br />. 61 1
<br />t __ 1_1 _LL['4IM1
<br />: NA
<br />. a, MAX, MAX. 1. 6E ,
<br />�
<br />� - - T- - � �-! -,---I
<br />.
<br />7- . . '" � L -)
<br />: i
<br />.
<br />—
<br />-1 - 11 A ; �. - 92-
<br />' ANCHOR T �-��A _6F
<br />' APPROX, 6% . � I ,' AIL 15] DAYLIGHT OPIENING Ill FCRNTU�A�,
<br />ANCHOR � NOWSTRUCTURAL - - .
<br /># _
<br />.FALIL
<br />�j
<br />�
<br />�',
<br />,
<br />_�]
<br />L
<br />,
<br />� I LOCATIONS FOR , \ THIS SHEETI ITHM SHE
<br />LOCATIONS FOR : o I WTDTFL PANEL WIDTH - 8.2116"
<br />� 1. -
<br />1-lih � . 4EXT. _L_ - : : BYPASS (HEAD & SILL) I -I------, -L- .I-- -1 p, HEIGHT. PANEL HEIGHT - a-vw
<br />4EXT. , POCKET : CONDITIONS- (--,- � , I f /_ \
<br />�
<br />I CONDITIONS. 21 _6. � � I --- I I I I
<br />MAX i -�- -- I- - _,-, -, -,-,- -� -- -- +_ - -, - -1 . ....... ... - - 0 f
<br />-1 __ - __- - � ANCIOIS NTO I F7 _, 1 ;- - - 4--.11 1 � 1 =14' . ,
<br />I I � , i, 1, � / I/ -, /f 'I,--, I 1\� \,- 3�; 4 - - PANEL WIDTH -- ----,
<br />12' MAX. O.G, P-HOOK. O.C., , fl 1, / " I 11. - - � ---
<br />- - , : � �
<br />., / ", . I I � t . I �-- DLO -
<br />I . . /. / / .. / I I I . - -1 I
<br />- I
<br />I I _ I - � ) � t, -, I I I DAWC�Kr IL___ -_ ___j I --- - r ---
<br />-F—J � I . T '_ r I
<br />11
<br />t I � - i I � � 0 - ____::7— ��
<br />v / I OPEl WIDTH �
<br />� /� - �/ I F I
<br />I , / // I . . DAYLIGHTI : I
<br />I
<br />I"/ / �. / , � . I � 1"4
<br />� I // , ;T, - 5 I
<br />Al' / -
<br />, I
<br />d4
<br />- ANCHOR @ CENTER OF (@ I ANCHOR C CENTER OF AiL 6 I I
<br />' F_ EACH PANEL- SEE TABLES / / /' ,6 OPENING,
<br />. � SHE ,
<br />PI�F
<br />A
<br />�
<br />It, C
<br />Flir�TAT. (@7 EACH PANEL, SEE TABLES ;�j / " / " , , I SHE HEIGHT 1 1 �
<br />I '1� /
<br />11 .
<br />/ " / /1 ,�� , � I
<br />___ I / I,/ � : i [TtF�tE� _U
<br />ON SHEETS 8 & 9. ON SHEETS a & P, / / i . .
<br />.1 ___ . I I L -
<br />I
<br />�
<br />. . EXITY ,,./ I . F
<br />� A j 1XI OR 10, . .X, I I I I
<br />, I �
<br />-, �// , . I
<br />I,
<br />"
<br />_911 1219" MIN. O.C. - Y/ / " 1 . PANELTYPE PANELTYPE I , I �
<br />. %/ " I ! 1 1 1 -
<br />I
<br />�� � � 2 ANCHORS @ CENTER OF ' --- 2 ANCHORS @ CENTER OF ) / P6C �� v1__ I I , I
<br />11 I EACH PANEL. SEE TABLES ON � . - EACH PANEL. SEE TABLES i/ BY / / 7 � . 'qt DETAIL I F AiL 2 ; . I
<br />SHEETS 8 a 9, 11 I"- ON SHEETS 8 & 9� � I SHEET 6j SHEET 5 1 �__ I � - I
<br />,( ,1 I EXT.V .� / OTHERS / , -Ill -
<br />EXTT I �/ , (UNDER / ,' ! . A L_ __ [T- PANEL
<br />I- N , 41 MIN, O.C. - 41 MIN. O.C. � ,1 /1.1 , __� <�j 'w 1 DETAIL 3 F' HEIGHT' DLO
<br />- ,/SEPARATE,.' , � �', f FS-KE-Er T I
<br />) ,"APPROVAL) ; . w
<br />12i9-MIW0.0 - [--- // 1, I/ .I.- / I./I . ; --v - -, r
<br />� / , . " ,� , I ./I .: I t
<br />� �
<br />. � . . , ; I
<br />4 . CLUSTER OF 3 �, /, , ,/ / / -, " . I 9 I
<br />�
<br />� .1 1� , I I , ,9D 6
<br />ffz� I -FILE TER OF 3 I". .' / , / !, . � L ' I
<br />/ / 11 , I !
<br />`US O,S,O,T, ' �� 114-1 i :
<br />C . 6
<br />, ANCHORS Q S WAICH LE � " i, I I __ INTERLOCK :
<br />, "T"'S S, .
<br />INTERSECTIONS. TERS E \ " / / , ;; I SHOWN I
<br />TABLES ON 'FEET, �' / / / / I
<br />I SEE TABLES ON . rt OF I CL OF -
<br />EXT.V l 1i I 6'MAX-
<br />. SHEETS 8 & S. E)CV,V PANEL 7 F_T_ ____) PANEL I L ;
<br />" , --,-,4. 1 1 , __
<br />, / )__ -,, I I I / ! ,,--\ _`1 (O HEAD
<br />, /
<br />, /
<br />, /
<br />, /
<br />1, /
<br />1__/ ._ , " , , I'll I I I � I � I . I e . � 4 _ - a SfLL)
<br />'��- 4" MIN. D.C. _/ :_ ;,-r k I I I , �I -I )__,_J_� _. i . I
<br />. � , 11
<br />4'W.RO_C'1 tHEAD & SILL) - I- .,L) It 1___T1j ,,-,< 1-_�, � l
<br />.
<br />1156�i "",I �' / . / / - Z\�__ (HEAD & SILL)
<br />" _
<br />
<br />i
<br />. �� � CLUSTER OF 5 . . . . . . . . CLUSTER OF 5 ANCHORS I/ . 1 2� - -
<br />- I DETAIL F
<br />. ANCHORS @ STILE I - fD_FTXL'6f IDETAIL __ - __ F _I
<br />__7 - ig� -STILE INTERSECTIONS. ELdS �HEE F �17 ,1 jHIS SHE"
<br />2.37v TYP. ! I INTEFISECTIONS. - SEE TABLES ON SHEETS
<br />�7-, —.- - 5FAil, H2 0-__0__ �TE___ FPT]=H
<br />__ SEE TABLES ON ", f H2
<br />EXT.T SHEETS 8 & 9. EXT.v l I-- - _� - - - C6+2 ANCHOR
<br />, f . t== ------- C3+1 ANCHOR CONFIGURA'FION SHO^
<br />31 IT MIN. O.C� �_ ---� �-- 4- MIN. O.G. CONFIGURATION S�IOWN; � /§�!4
<br />ISEE Al -_ (SEE APPUICASLE DIP
<br />WMAX. 6"MAX. TABLES 2, 3 OR 4) TABLES 2. 3 OR 4)
<br />'To END OF - (TO END OF NOTES:
<br />ATIA �"ED'AMB - I ATTACHED JAMB T) FOR CONFIGURATIONS, SEE SHEET 12.
<br />Ffi _LF7 I ANCHOR @ 2) FOR ANCHOR EDGE DISTANCE AND
<br />=
<br />4 �IA W . '0 F? J7 4 SILL ENDS, EMBEDMENT. SEE TABLE I SHEET 6.
<br />EXT,v A , EXT.T . 3) DAYLIGHT OPENING �DLO) FORMULAS;
<br />Wil PANEL WIDTH - "16- i
<br />NO TIE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGV EVANCE AND EMBEDMENT. HEIG, HT: PANEL HEIG4�`F . "Ji6l I I
<br />-
<br />11125�
<br />N11
<br />I
<br />. � +,
<br />I �_ 1, 11
<br />I -
<br />I , ,
<br />I I - � 1�11 I
<br />I
<br />"' �,
<br />f.37 ' I
<br />I . I ",
<br />EXT.V -1 '., , , T, 190,
<br />1 �_;
<br />`VEEPHOLE PATTERN g 24- O.C.
<br />WEEPHOLE PATTERN @ SILL ENDS
<br />-1-11 __
<br />— _ - -_
<br />� � . DETAIL 4] 1 DETAIL441
<br />�
<br />. 1: 1��q_NnONRY I :
<br />: -1 - INTO GO "I
<br />� i Ix BU&SMIF [
<br />I --,---.- ------ _�
<br />. TYP. ANCHOR TYPE, EMBEDMENT AND
<br />,
<br />MIN. 2.7 KSI CONCRETE Q r- EDGE DISTANCE PER SUBSTRATE.
<br />HEAD PERANCHOR 1 SEE TABLE 1, aHEET 6 TYP_ ANCHOR TYPE, EMBEDMENT AND
<br />REQUIMNifNT, sEt ,/p-3,w � ' -- EDGE DISTANCE PEP. SUBSTRATE,
<br />ITABLE 1 SHEET 6 1 _� DISTANCE -1 EDGE \ \ SEE TABLE 1, SIFFFT 6
<br />' rr1rA1ZG7 - EDGE 2-30*
<br />. I . _;Ii 'A . � DISTANCE .\ , , - ROW --I
<br />1 2 . I I ' I SPACING I r
<br />EMBED- . � I - !; , , � __ __ � .
<br />MEN7. - 17 , � - - 9� . f
<br />, � f ________�1_____, �� - ---.----
<br />I . . � , , t - - 4 , .11 - �- -
<br />____E. I - , :�� --c EMBED_
<br />_�7 - --7- �� � - - _:� I
<br />.
<br />I - _ - - I _J Im -,- _ - �,, -�-] - ,
<br />-4v ,=�_ e__ -
<br />.���m �_7�
<br />.� I �:z -
<br />-1 -i'__ , :�� i
<br />_��A_�� _
<br />, �_ �_ , .
<br />I - i I m.k,- i C 1
<br />51. . -, , Eii= L , p""
<br />; , f _� L`4'
<br />: 1/4'
<br />! , lii� I I 11 MAX ,:�,-.� � � ___� ---
<br />. IF q�,l wil �1 �.,_., A 111 _/ I vgr-ml * MAX.
<br />IiOR2X � , , 98 X,V4'SM
<br />.; 1�) A_&_!11 ! REINFORCFWNT SCREW
<br />WOOD 1-==k, 0 _��
<br />I I
<br />BUCKSTRIP, I[I \-C7 � 96-1 �� ; -
<br />I
<br />1 7 PFRSTL E�, LOCATED AT
<br />.
<br />�, i
<br />SEE I k,-., . � CEINTERLINE AND 6', T&
<br />11 - , r. ;
<br />NOTE, 4, .�, � 12- FROM ENDS (FACTORY
<br />I
<br />.
<br />- � :1 h 11
<br />h
<br />7 �, .� INSTALLED)
<br />., � I � I I I I I i � " "
<br />11.1
<br />I ,��. , " * . � - - / l ar. . .
<br />�� -�'.._ . I r-N,11 ,��",-S.
<br />, . .. '�
<br />, � V�c . .
<br />I , I 11� - RVMW W. D.I�.- R..I.blr
<br />-Z7 * � ", 5q�705 . 7�
<br />� r4o. �. -
<br />- : . -
<br />.
<br />- : ct, - � j Go 0-allsft1v 0� Ev
<br />:� , ,;�, I �jp a- -.-' quf �_ -7
<br />0 , .. . "
<br />I 4tjz� ANGHOR LOCATIONS (2 TRACKS) J ROSOWSKI
<br />, ,;� " S-ZA-re 0� .-, ,:,:-' - I
<br />, 0 ", .,,� ,
<br />, X\ " 1-,I.ORt0'-" 0 , , 1070 TECHNMMY CWIVE TW& l.
<br />I 11 I �
<br />I �� ...... ... ,I� � , N. VENICE, FL 34276 VINYL SGD INSTALLATION GUIDELINES 11118110
<br />-,,, Is'sl , XV 0 P.0- BOK MEW
<br />/�1?10N 0 MWOW, PL M274 swossAxlk, Shea pi� I
<br />IIIIII0 P" __T__
<br />A- LYNN M E I
<br />. P.Ed IL14'I"E I CL-mT_ ()FAvaf. Awx ,97012770/2870 Isile"T'S, 1 2 OF 13 1 FLA-SGD570-01 I
<br />i 11 � I .
<br />1. -,.,? . FOR
<br />: . /
<br />t . LOCKSTILES, ::
<br />: @��' R , ASTRAGALS, / 1 :: j
<br />: I / ; j .
<br />I . , : I ;1 .,
<br />; EXTERIOR I ... \ FD(rO STLES I .., � ;
<br />� . I �
<br />; AND , . �)
<br />/t,_1 . � . i z
<br />.
<br />,� 6 I \ HORIZOWAL / i J
<br />,\j _. i . \ I
<br />I I I \ RAILS :
<br />I � I I \ % / I I
<br />s . �
<br />;
<br />I L_ T[ : � i ,
<br />i
<br />I . , ; � SILL RISER VARIES
<br />� .
<br />w .
<br />��
<br />� . ... 2 11, ;I � WITH REOUIRFO
<br />I (9 ; POSITIVE DESIGN
<br />! . - z
<br />FRAME I C � , �_ q La . PRESSURE, SEE TABLE
<br />__: w - ?�
<br />: T .. - - SEE NOTES it . -, A, SHEETS 8 & a
<br />.
<br />L
<br />O .
<br />HEIGHT , : i PANEL j 3&G V) I I li-9)
<br />SEE : HEIGHT i I
<br />TABLES I - BELOW i X
<br />I .
<br />i 7 I i I @)
<br />2. 3 & 4 f r FRAME . � `___1 ; 2 3. .1 cii,
<br />0 HEI FIT - ' , � I � I
<br />'11-111 ; !
<br />.
<br />2- 1 . :
<br />I I (�,) i 4-51W
<br />I i /,J�� RISER 1 4-1116"
<br />. � 3_1W
<br />.
<br />I ��
<br />U [ � f T � I `- 1�
<br />, ,-_ i - � RISER
<br />I
<br />I ... � RISER
<br />I
<br />; 1 (4___3)4 1 l- -1 11�
<br />[ _DETAIL 4-1
<br />L�N
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />_
<br />r ' EDGE DISTANCE PER SUBSTRATE,
<br />, � SEE TABLE T SHEET 6
<br />2_316, -1 EDGE
<br />\ I Row :� DISTANCE -
<br /> . 11 � r! PA I CING I . . I I I
<br />_. . , 11 - 1.� I � I�L , 11.1 I I , I I
<br />� - .
<br />. 1� � r. I . , I I Ill - .
<br />1. . . . - -
<br />". I 1. S , , k , - �
<br />� . . -f -1 � w . 4 �, -.
<br />� I
<br />1
<br />.
<br />IE - �_ �_ ___ �
<br />.
<br />�Iw
<br />I X MAX
<br />I . I �
<br />TABLE 1, ANCHOR TYPES:
<br />TYF, ANC40R TYPE, EMBEDMENT AND
<br />EDGE DISTAXCE PER SUBSTRATE,
<br />SEE TABLE 1. SHEET 6
<br />EDGE
<br />---� L)I$TANM
<br />FDE�
<br />1_TN_r6 Awv_mwwl
<br />V81, MtU el
<br />ALUMINUM SUBSTRATE
<br />METAL SUBSTRATES TO FIF PROPERLY DESIGNED
<br />TO TRANSFER LOAD IMPOSED ON THEM
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE __\
<br />SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
<br />EDGE STRUCTURAL STEEL
<br />-1 DISTANCE ,'_\� SUBSTRATE
<br />� -
<br />_
<br />1 DETA L4
<br />L I!L
<br />TO STEEL
<br />METAL SUBSTRATE DETAILSSRMIN FOR READ
<br />ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
<br />EXCEPT POCKET �AMB)
<br />! I k,
<br />,i
<br />I I --(�6 �, f
<br />I __
<br />I F9 , ,4_�h ".1 j �. �
<br />,
<br />I 1
<br />62�_, i ,,, I ;. NOTES
<br />, - : _6 -
<br />- \ � - � 3 � -
<br />I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
<br />� ; I I
<br />I f.� I
<br />K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
<br />>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
<br />Q21) i (J4_1. i
<br />(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
<br />- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
<br />I
<br />I (1_5�_ 1 ��2 1 f 110
<br />i I i . __
<br />� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
<br />I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
<br />ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
<br />.
<br />11-_ --- ��, I I t , ,\1 \� NN 41'?�Q I/ Rv.twd W, 09W l
<br />I
<br />- - - - 1.1� _1 1, - 1-17 .___�,'��." . GROUT AS __ -, . I " ,�� _1111"��? "
<br />� . . . _ I 1�,� NEEDED� I -, __. - lf, -,�)' - eNSE' " I- __
<br />. .. I . . , .1 . I __ -D
<br />114' T ." - � . � � __�� . V4' 'C' . * I-
<br />. . . Ej . � - I"__ ��T- L , A,� , ,,, 1. �
<br />-
<br />� E �I �� __ �-_-_.Z- -.-- _- .
<br />L� --- � ' �-, �', - - - '. -_7_'�:f�� z -9- I40. - � jy, -
<br />_ , - � MIN. 2�1 KSI SHEET =::�_ - , , - - -
<br />. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
<br />I l
<br />MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
<br />. 1, 4 1 . NOT - ,;� : *
<br />PER E E 4w� � III -_ 5 Q
<br />- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
<br />[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
<br />NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
<br />TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
<br />, .. I --T—m-
<br />.
<br />�
<br />�
<br />AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
<br />SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
<br />I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
<br />, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
<br />, ...
<br />. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
<br />. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
<br />P1_4 58705 CEPT OF AUnl CSM 57012770/2870 NTS 6OF13 I7M1A'ft-SGD570-01!
<br />__ .---- -
<br />Ty Pe subwate Anchor . Minimum wn. Edge
<br />__ , - Embedment Distance
<br />______ -
<br /># 2 heet eWScrvw,IG,% I -Ts" T,I�
<br />P.T. Sauttmm Pine -
<br />($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
<br />1
<br />114* Elco Cirele-Nex SS4 1AIT 1-314"
<br />A -
<br />Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
<br />Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
<br />- - _
<br />A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
<br />I I = , Mly -
<br />Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
<br />C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
<br />__ - _____
<br />Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
<br />(AS TM -90) -
<br />114" Elco Crele-Flex SS4 i-14' 1.3141
<br />-
<br />CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
<br />Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
<br />T) � --,."-.,--- ___
<br />ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
<br />(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
<br />. _
<br />tq�YST-Ojy I
<br />., ie
<br />L_4_____A___j
<br />11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
<br />,
<br />E q P,12a'l I �w.
<br />CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
<br />\�., I I
<br />11-T-ilfl?" P7r)p.1-0'z
<br />FMA Keystone Certification Program
<br />Certification Authorization Report
<br />OAR & Product ID Number 190 - 263
<br />CAR Issue Date: 12114/201 0
<br />CAR Expiration Data: 11/1 1/2014
<br />Company Code: 190
<br />This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
<br />of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
<br />-1— :
<br />- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
<br />-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
<br />cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
<br />of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
<br />label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
<br />Company Information: Product Information:
<br />PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
<br />1070 Technology Dr. Operatoi Typa: SD
<br />PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
<br />Nokomis FL 34274 Pv1 ax 'A' idth: 203
<br />1 Mix Height: 96
<br />Referenced Standard: I Product Rating:
<br />ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No: FTL-6376/6377
<br />Test Re,�,ort Expirition: 1 1111112014
<br />Authorized Signature:
<br />"�?� Ill -7--
<br />, _
<br />. ,�
<br />Ilarcsia Fall_,. Presicril
<br />- �%,.kelslinecersconn
<br />Keystone Certifications. Inc.
<br />1790 Old Trail Road, Suite D
<br />Ett-rs, Pennsylvania 17219
<br />Phone: 717-922-850C,
<br />Fax; 717-9.32-15501
<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 D R: FL 5 0.
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />XXXX
<br />i or HM
<br />— - HVIIT _F_777TF_I I _T1 -F-----7--
<br />WIVAN GLASS
<br />31WHS GLASS -
<br />GLASSTYPE"B"
<br />PVB W-N--A-T-E,
<br />INSULATED GLASS
<br />1-3116'NOM.
<br />WiTAIRSPACE
<br />-
<br />/-HEAT-WRROR PILU
<br />�
<br />4EXT �/ � IINT.jp�
<br />I
<br />i i 311VTGLASS
<br />DUPONT.000'PVB T - -
<br />7/16' 1 i -
<br />I - " -- _It4i
<br />I �_ " 11 �,
<br />719' , i ., 1-800,
<br />GLASS
<br />BITE I - --R
<br />- f. 'r I\i I / -
<br />1�fl�2 - � ,/
<br />(D3 -
<br />GLASS TYPE "C'
<br />PVS LAMINATE, INSULATED
<br />WITH HEAT -MIRROR FILM
<br />GLASS
<br />NOA DRAWING MAP
<br />SHEE
<br />GENERAL NOTES .... � ..... I
<br />GLAZING DETAILS, ........ 1
<br />EILEVATIONS___ .......... 2-4
<br />HORIZ. SECTIONS...__6
<br />VERT. SECTIONS .... ___6
<br />ACCESSORIES.... ......... -7
<br />DESIGN PRESSURES,...8-9
<br />EXTRUSIONS ...... � ----------- 10
<br />PARTS LIST... ------- � .......... 11
<br />CONFIGURATIONS ...... _12
<br />PANEL TYPES ................. 13 I I
<br />INSTRUCTIONS: I I % % � � I i � I f f) " — I
<br />,\" ; IfNN Arj� I/ " pe.ieoo ar, 0 - Rmis
<br />1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE , �
<br />SLIDING GLASS DOORSIMAY BE DETERMINIED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B 1� " " ""' "-'-,, I% I
<br />I . , N,� ,� I -_
<br />I
<br />, . ,,l
<br />OR C, USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN � - , �, -,t :, � , .-. , * I R.vfMd9r D.I.- R.%isiw I
<br />PRESSURE IS ABOVE 8G PSF, OTHERWISE USE TABLF 2. SHEET 8. - I
<br />Z : NO, sgp3s 1. , �: -
<br />2) LOCATE THE SLONG GLASS DOOR SIZE ONTHE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL = : , - I nF I I
<br />,
<br />PANEL WIDTH, WHEN FINDING YOUR SIZE IN THE TABLE. ALWAYGROUND UP TO THE NrZXT LISTED S[zr. - : Z�, L _ 0-#ft- 0�6I,:
<br />7: -10 '. , 67, - Luz —0
<br />-,. ,p - , 7— W �:
<br />3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS Af�E_DEFINED IN TA13LE 1, SHEET 6. ,I ?�, .-�� GENERAL NOTES & GLASS TYPES J ROSOWSKI
<br />� , �� ,. � -
<br />ALONG WITH THP APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIIM�JM EDGE DISTANCE, , - .. S P�11 � .-;�, I ______ I
<br />1�
<br />, () '. Op, " I 11 '1070 TECHNOLOGY ORAe TW: D.ts.
<br />4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4, .SHEETS 8 & 9), VERIFY THAT THE REQUIRED DESIGN , Z�� FIOR� .. .0
<br />1�', �'S'_�___ , I N. l ft 34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />,�, �,�,
<br />PRESSURE IS MET OR FXCFFDcD. USE THE ANCHOR QUANTITIES SHOWN. e P-0. BOX 15W
<br />.
<br />E) INSTALL AS PER Tt-;,E JNSTRG,'IONS AND DETAILS ON SHEETS 2-7. f ONP,�- \\ MOKOWS, FL 34274 5"fi--#/0&t st.a I I Rar
<br />6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET T A. LYNN UILl 4'p�.�E. CERT OF AUTH- *2WN 570/277012870 ISNwTS 1 OF 13 1 DFrj'DAft-S'GD570_01
<br />I ___ __ - .. -_ . — --- _______ P EA 5137D5 - --::] I I —
<br />I I
<br /> - . ------- - __
<br />.
<br />� 1 I I
<br />i i --kit- �
<br />I DETAIL I 1 : �bu
<br />FINTO MASONR�( I i -
<br />I ---- 11_111..__ i F:71111&1_q�x�
<br />CONCRETl ,� - YP. ANCHOR TYPE, EMMDMFNf AND EDGE
<br />PERANChOP ' / DISTANCE FER SUBSTRATE, SEE TABLE 11, SHEETS _� /
<br />REQUIREMENT -� ""' -1
<br />. � / / DISTANCE "_�o ASTRAGAL ADl �� �) ,, / /
<br />I . ", ':Tib' STRAGAI. ADD -ON RIFINF. ",
<br />i I : ., I / . I I I � j / NON-STRUCTURAL I �_- ;A 11� "
<br /> ...... 11 ...... . -2 " .1 ANCHOR __I____�� .- L 'j __ - --
<br /> , : - I ( #I0X2-1/2'SMS (��sl - \ ,
<br />Emem- - , - 1i . . . I I Z-0
<br />. VENT 4 � I it- 11 ,�, I R_9NFORCEMENT SCREW; 5 \ , -
<br />. . . . . fl/' ,.--,i& .1, �,�__ PE 11
<br />I � I -a I I . 4 ,-_1)OPTtONA1 �--, �� 1, i I i
<br />- L � - - _ _.=-7.41 L=?" - I - - T 0 FQUAL�.Y-SPACE D ANU 'r I_ -
<br />�
<br />,�� - . __::L7=1 I I I � ' I - .1
<br />i � - 5�3, . (�8�;\,." FROM ENOS (FACTORY " i - -
<br />V4- /.,-, I . ---`_.=� , 16--1 /- I --- -
<br />M ,z- I I-/ � =_ Lj1EE, 6.'11 1 INSTIALLEM L, - ____
<br />I- , .., . - , � - - 5�7 _ I -
<br />�_� / __� �� . - _ I ]L_�_- - - LL LL -
<br />I- I .- � f'17 L 11 _
<br />;
<br />_, F�,
<br />,�� " !� ______ -_ - . . :��,,
<br />- .� � 1. i uj�� 11 I i� � 111
<br />1. ' I �___ __ _1 __ � �_ 11 � I l iiiii F?1. ! '77'- __ rN TIM
<br />,_ L ... � - - - - .1- , 77�7=1�
<br />, I 1. �' 7771F . . ....... 11 . th
<br />.. _
<br />I _/ �.. . - -_ t �. - I
<br />I�D5 [ - I I-
<br />.1 X"L_ 't
<br />- - - � -4
<br />- - I
<br /> -
<br />1-1 �, . ,.7pm 11 ,
<br />� / I , �-, .L -, "T7F ��L
<br />,�_ ' 9'I� ,3 , � ` 'I . ,
<br />,!,L. ' C;�g�� "
<br />,7 , ---' ,
<br />` -1 --- i�i§ EXTERIOR ��17_ I Q_
<br />,ji
<br />%_,�_T_/ ..--- �__" i I 7L,t!
<br />,
<br />— i _ �� I 1ASTRAGAL \ / "i C�' � P
<br />POCKET i - . -
<br />� ('L- ,;�;' � .7
<br />P-F,'OOK 1�1 � i 1-1 L
<br />. I LOCKSTILE : i 1\1 11
<br />� : ! �_1164)
<br />. I � - ' U,,: -� ----� PANILINID"li ____ . ..... � _1 - I . - -- PANEL WIE
<br />, �
<br />....
<br />F(-)R � i p � , - __ --- DOORFRAMEWIDTH -- - -------, -
<br />LOCKSTIl (;�4) 11
<br />I
<br />ASTRAGALS, _1_; 11 I
<br />FIXED I- �___ : ___ - - _____ __ ,.._______ DCOR FRAME W,Ulti
<br />. 2
<br />ST4E$.A11D �__,-_ , I Al MAX, _-I '.--
<br />- , :
<br />HORRON7AL _F__, �jjj'j 1 .
<br />FAK8 .�,\, fl:-117`
<br />EDGE � 1�f �
<br />I � j "'I- SEE NOTES DISTANCE ; , 1 ,5 1 #8 X 2WSMS REWFORCEMIEWF -
<br />; 3&L I � L � If* - ---
<br />: z " , SCREW, 3 PER RAIL. LOCATED 11 � � , - --- -
<br />I "", I I I I : , i , � - - T
<br />I ' 14_4� 2 AT CIENt ERLINF AND 91 FROM , , , I :
<br />' __ , 2 , I Z. -
<br />-
<br />L-7' __ BE , L_i �
<br />' - �
<br />; � �5 1 � �E=__
<br />I 1 =2_61 JI : IS (FACTORY INS 1-11-1
<br />i ( _� ro "�NC k4lbll - X I
<br />: ()R � �- I RM, , 11 I ��
<br />� ,_�) - %
<br />-
<br />. [NTEl HOR TYPE ,sPA ING , I __ 1 1_4�) 1 ....
<br />/ . .1- I
<br /> -1
<br />ON . __ _ _,_ " F_'All AND EDG� . � � I � c::- -- - � , _� I - ____
<br />" � = RA TE, _______2� - _]`ii K - ----- -4 .---
<br />DiZ-TANIaE PER SUBST �r ..- �_'
<br />I ] ;z, 1 SEE TARl-E I, SI' 11 T� 1, 1 Nil 1 C -,.,.
<br />� 4 E E I- 6 ! �L � !!!!! . -...- 5 - I 1� ,� I _j I
<br />I
<br />: 111, ;
<br />I t _,��j I ,j -),i � " I �' - 1;,z
<br />, .
<br />L.
<br />I ............. ___ EDGE 11'.-i� ... L --'-
<br />I DISTANC - f . I I
<br />I FIXED PA
<br />i �
<br />I _ I ANDARC
<br />I DETAIL Sl
<br />2X AIDED SUCKSTl L I
<br />! CMBEDME - r X -D ST LE
<br />I OR FRAMING, SEE TYP. ANCHOR TYPE, EMBEDMENT .
<br />7 2X 0D - . ...... --.---..
<br />l 4. SF`FiFT 1 ,� _ AND EUG� 9'tl7ANCE PER SUBSTRATE, BUCKSTRIP I _.
<br />" _A6UE OR FRAMING. SEE .
<br />- L EDGE I__ "' SEE : - I� Sl G NOTE 4� $11.= ; I DETAIL 3 i
<br />I DKTAI,��
<br />-:_'4"- L ,/ -- - - I
<br />1 I - - � ' - _______--- 71 NON-STRUC7URA1_ L �no�-
<br />.. - ___ I �1_ -_:: - - - - ' I �/_ANCHOR
<br />Ell ( _1. .�7
<br />LIL '= I --]L"-
<br />,
<br />MEN ,�, - _-,
<br />- _ , __:� - --- IA'
<br />.
<br />, .- -
<br />FD _ET, k I C�l Ix OR 2X WOOD
<br />I INTO MASONRY - Bur.11CSTRip, SEE
<br />,
<br />j_ IX SUCKS-MIP NOTF4,SHLETI
<br />QUIRED IF DOOR ]�,:_ . . .- I /
<br />HEIGHT IS OVER 95^ ". lz�_, I .
<br />I ,_,_,, 1'�� i . ', CONCRETEICMU
<br />I I�� - � 11 - -, 14#�� - , , I I PERANCHOR
<br />� IN J-1. lrr,j , , " 'A , 7 I -,.' . REQUIREMENT
<br />11 �_' I ... ,,�,) i -. �
<br />1 I , ----' - L ,L1-;�'7_'---rr - -- I j1 - .- F EMBEDMENT
<br /> - � . ..... -JIL., . [Ill!
<br />�;� � KII, I 1 � �� � *iwomll
<br />-� I -1 , , I 'L, . ,
<br />11 % N�_�E I., i \ "" I ' TYP. ANCHOR TYPE, EMBEDMENT
<br />.
<br />.
<br />, .1 � : ei� , �j I I AND EDGE DISTANCE PER
<br />, 1 '' . " - SLffiSTRATE SCF TABLE 1, SHEET 6
<br />,
<br />,
<br />11
<br />Ll� , I C
<br />Mi-11 ...- I ... i ,
<br />3 #_-, - -,--- I ii . �./, "
<br />I - --.,.. I ��P,lIl , ,,.�� -----r-T
<br />I . . I , �
<br />111 (T)_ 1 , /�' � r ' % I
<br />. . ' �
<br />I INTERLOCK . -\I L I
<br />; 11 � . ,: if ' ' , - EDGE
<br />� .
<br />I , " - , ii& k�_Ei]� ---- _. I � .- Z I . ('/I - � ' � I DISTANCE
<br />: . I v I '.
<br />: - / I k " �
<br />f �/ V 1i I
<br />: * -
<br />: ,_ I - I I .
<br />I T-1 1, IF6)II, --- __'t
<br />� ,1 1.��/ ,
<br />I �- 114' M, AX, ,
<br />TYP. ANCHOR TYPE, EMBEDMENT
<br />-,.----- ____ - ____ - ___11 AND 5 - -- PE-
<br />.
<br />�;DETAIL,2 7��
<br />[ ,-Te 19
<br />...... [ - _;it_77�__ -__ I ------ � MAyr NOTES __ ,� , � � . 11�1 I�Ifj,_
<br />j i ---
<br />: � - - ,_ --I
<br />� . - _. T
<br />11 11 ��
<br />� " �
<br />"J,q I I.. 1. -
<br />P-kDOK , ��,�g �, -
<br />§) 7 HN� I I -1 . �
<br />C - �
<br />PLATE (12'LON '_�
<br />PANEL I r/jlt I __
<br />, - 11
<br />( - � 11 ::,...
<br />li@'11 RLINF. - / - - - � �_'� -
<br />PLATE Sl f9LN�_T
<br />I (�_ #10XI4f4" P-HOOK
<br />,� @ 2 -5/0' Q, C.
<br />i I I
<br />; � DETAIL I 1
<br />� I INTO INOOD _� I
<br />i______________._.._ . __j
<br />I
<br />) --\ i / /SUBSTRATE,SEETA61E ILSTIF�43
<br />I \ I ,/ -
<br />1, \,- -- ..Z i - - / T
<br />k I—L-11 i /(,
<br />-
<br />1. L � ,� :. ,/ EDGE
<br />11 I �
<br />LL
<br />-
<br />_1i _ � , ljj� , / � ' � ' DISTANCE
<br />I
<br />I L
<br />I ,;"ml _�
<br />.
<br />J I . I
<br />- , , ,
<br />.
<br />__, __ , 2-318"ROW
<br />� - _� '� .
<br />r= �!- _�, : - -
<br />I , � ... V , - . . SPACING
<br />� L' _N I ; , -
<br />I- . 131=1400-oll --I
<br />L�L 11 I I -
<br />I EMBED -
<br />I L .1
<br />: � , ' MENT
<br />11 I .
<br />� --- . � CbLNCRETEi0AU
<br />I '�, . . PERANCHOR
<br />REQUIREMENT ,
<br />I � �__ 114' MAX
<br />I
<br />[btTAIL 31
<br />LNTO �.A�. I
<br />__�
<br />, I" �yk,4l`l Mhz , I/ : ftyk.dgy: 0.1. __ -
<br />1) l AILS APPLY YO 2, 3 AND 4 MA�F \ ____ _ Revimbn:
<br />IT , CONFIGURATIONS. I "I .1. 4,�q "I
<br />I " - ,
<br />,)'lOT'f1ONAL L ' Z�'.-' Cej,ISP "
<br />2) SEE SHEETS 24 FOR ANtHOR LOCATION &SPACING, r - -. I . :1
<br />-�. 151- _� I
<br />� I _-� ,��, - ,,� - '.. * . � �
<br />3) SEE 7ABLFS 2-4 FORREWFORCEMEW " " . 1� R.,?.d Ity- Mfe: RevIsbri;
<br />RECUIREMENTS. �-7 ',-:. t�(). 557C35 ,_ :�
<br />CCONTINUOUS ANCHOR PLAT E, ITEM #8, IS RF�Ull I - -�< -' -
<br />=� ZT ALL FRAME ANCHOR LOCATIONS. I- : � � � - = _1 __... ____
<br />i- *
<br />.
<br />- _A 5� PANEL WIDTH DOES NOT INCLUDE NTERLOCK OR :I --. a .3ill )-�J�- " w Z l 6�
<br />EXTERIOR AST RAGAt ADD- ON - 13 - .. LU:_- HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />�7 -,, �', �jF 101F ., -
<br />,, jI_ �
<br />ELY THE �, _,�T; __ ......... .
<br />$)ALL REINFORCEMENTS ARE APPROXIMAT ,� , I _
<br />FULL LENGTH OFTHE EXTRUSION. REFER TOTCST ? , , , �,� 770ft" -
<br />� I—[ F �� . , �, '. 1070 TECHNOLOGY DRM D.Il,.
<br />I \ REPORTS FOR FXAC I Dil , _ , �p 9 VENICE, FL 34275
<br />,
<br />�/ , , 1 VINYL SGD INSTALLATION GUIDELINES 11118/10
<br />1 ""�,()"4�, F. a. BOX 152a 1
<br />,;I'''' " NOKOMI�, FL 34274 SEARWv0dw Asov No. R.,
<br />I , , - - - I -
<br />I A, t YNN MR 1,,ER, P,F. 4MFR r, OF A 077 f #ZqZ96 5701277012870 1 NTS I LA-SGD570-01
<br />L ............ ___ _pF_#,s67`§
<br />— -- ---- ____ - _.- � - - - --------- - - - ---------I- --_'_'_-_
<br />.
<br />_ -
<br />_-
<br />I jp�TAIL 2A . -1 � , "' - -
<br />-
<br />I DETAIL I! __.E_TAi - FDET;klL 3; IX OR 2X WOOD
<br />L11410 MASC�lr,Ry 1: TERLO M05M, ONRY
<br />IN I
<br />- . * L M4 _-�11 -
<br />, Ix E
<br />CONCPE'l - YP. Al TYPE, EMBEDMENT AND tl __ AFOUIRFID IF l _. - �xr BUC4<5Tl / NOTF4,SHEET1
<br />- / I l PER SUBSTRATE, SEE TABLE 1. SHEET� -�) "' � ,%N .
<br />PERANGf1nR , 4 _\11FtGHT IS OVER 96" r , .
<br />� , Fj lciF , �, \.- ,�� , , - 1, � I
<br />REQUIRENIENT 7� , ��6,'ASIRAGAILACCION ,/" , - ,�. '_ ., CONCRFTEfCl j
<br />STANCE 1� " 1 '765) N _� I 11-11-I.- ��.n I PERANGHOR
<br />I '.. , , �/ ,,, `�� I - ... . I—. 1 ' ' ' .
<br />1 1. 2, �,� .
<br />, I � � NON-RTRUCTURAL .1 I ; TRAGAL ADD -ON REll , , \ I 'A - REQUIREMENT
<br />.1, .., � -11 / / K
<br />1-1 �1_ .1. .
<br />" � DI " , , - -1 ..,., _� ' � AS �9@)__ . -_ - - - I
<br />121 �', - ji I I . I /__ AWHOR le. - I __ '. - . � � W., I - L_
<br />4 I 1 . � ,, (40--� ,--- -`/ rii)- . ..... . I I . � ,
<br />'= I ,�, -, — - , -- . _..� i �.j , � � . - -
<br />Er,1BED- - ' . , . , " I ��, -_� I v I __,_,� #IGX2-1j2'1SMS _ .1 'L�- � - .
<br />MENU � ' ' Nt , ."\ ,�, rr I RENFOR'� a . - __ - �. .'.. - �_�Ugl 1,:! . �
<br />.: �,, , , ` I—' ', �, -_ EMEW SCREW; 5 " I I . - '(0, ( j � . j EMBEDMENT
<br />� , ! _ I " 11 �, I I "I .
<br />j , � , � � � � /-�20)OPTICNAL, , � 1 ,
<br />� � - 1, 'I F ,-, PER ASI RAGA�. I 1 ; 11 z , i
<br />zz- I . . _�W
<br />- i F__ ___::�. �! I . /_kw.'�QUALLY-SPACEDANCr I : - ___ IJ - .. I . . . �
<br />4 7____T=__1__T "' 4;��-_, L=/. -, �, - %, q� . om",
<br />_____�_�'�� =1 , ,__ -- - -1 1
<br />14' I '�7� 2 `�,- , - ,"� � I - FROM ENDS (FACTORY , - .. - I TYR ANCHOR TYPE, EMBEDMENT
<br />, -_- --
<br />i 't 11 � - ;��; �L f, I I " . I..... .-.--.-. . / INSTAI I ED), L;-:�:�.'� .1-1 - - - - yl� . , � I ,
<br />�_ � ,
<br />, " j
<br />I ".�; � L__" '.
<br />g
<br />;�t , _
<br />__.. - � L I � �.-- AM) EDGE DISTANCE PER
<br />- "
<br />_ �� - -
<br />" _
<br />MAX. __ - ,_, __ = _.." _7� ----\ _:7v� �, '_ SUBSTRAT
<br />i-J), - \ a:_� 01, LI I \8,-\
<br />"f — ,�F— -.--- __ ,. I , - . s
<br />/ ---I- I � - ___- I_ I .._,;:_===--_-','_ -
<br />— �JLI I , — ,� — I "' 11
<br />- -1 , -.1.11. -_ .. .. '. E, SEE TABLE 1, SHEET B
<br />I __ � i, -- — RI.,--4—_--- --- -'- _j _ . -E----=-=--_1__ _�_ � I . I/ ,
<br />(;�11 j 10 07 W, , , , -, - 11�;r I i
<br />Ir
<br />- /
<br />z!0 -1
<br />POCI<ET
<br />P-HOOK
<br />- :
<br />( I i ��--, ", ; �__
<br />�
<br />�
<br />FOR �j :
<br />.
<br />LOCKSMI,l !
<br />.
<br />ASTR,AGALS. I :
<br />FIXED __ , __ I ,
<br />S I �LES A'ID �,-
<br />HORIZON7AI , -
<br />XAIL,; :
<br />� I � " ii�!)) I I
<br />.,
<br />_�� " I '��--'-:'-' SEE NOTES
<br />. 3&6
<br />A
<br />i - - - _.� BE LOW
<br />.
<br />:
<br />;
<br />l (
<br />\ 11� � � ..... - - I �__ _. .
<br />� i ! 11��__ . I I
<br />11 ____ 1 --- (11_____ - � .
<br />r . i " _1 - I
<br />-I'll.. t NIP[ I ,_ ,-- mftmu, �
<br />- -------- L �., __ .— � JtR .. .... _,_= I— �= �� a : . 11CA17 I I % . �
<br />� ___ I 1. � — - _.... - I
<br />V�� .. : I - - -_ -_ -_ - - ,_' __11 . � , �
<br />I
<br />1 .11�__4___ .. I �, C7�__ 1 1 / I . I , 1.
<br />, ,� -
<br />.
<br />/ ., , , I: - _ I -_ I I . �� ,�, A ! � I
<br />0�tl_ ,., ____ I L jJ-6,) INTERLOCK 11 - I -! /U -
<br />90,./ _-, 11 1 ,, EXTERIOR _' I 1- ._:� - 'I . . EDGE
<br />- - 'RA�m � �_� 'r -_6o_iSC'-R"r'-EN-- � '-'�j � , ' - - . � DISTANCE
<br />�
<br />- ___ ,_ 1 �s _T �k _�� a
<br />, e
<br />`�_,_ I J_L r /.. / , I I . ��
<br />i �\,/ (r4� I I
<br />1� ,-. � _. i .
<br />- - I .- 1. -
<br />l l %I- '_ 42) ( - / \�,� - , 1� - 1,
<br />V41 A �
<br />,_� tr� - -1.
<br />PANEl - - ___11 - ____ PANELWIDTH - ------------ _�:�, � / 11 I- " MAY,
<br />L- 114� * �
<br />. - 11.1-. DOOR FRAME WIDTH ---- -- -- ---- I -
<br />�___ __ . .- DOORFRAMEWIDTH -------------------- -- I TYP. ANCHOR TYPE, EMBEDMENT
<br />: 1\ I- ___ --i /- AND EDGE DISTANCE PER
<br />..- - \ =�'��, 1
<br />114- MAX --� : 7- / SUBSTRATE, SEE TABLI� 1, 8HEET6
<br />� ,-, 1:�p I I
<br />- I
<br />f
<br />_� I :
<br />. .
<br />DISTANCE I I r - - I ,,, -- . j � ., / ... E
<br />. I 1 -
<br />I , � D7 ___ __ -7
<br />T_ , , ,_ � I . A . /"
<br />EDGE i I
<br />:
<br />�
<br />,
<br />�' � � : IRI X 3WSMS RENFORCEMEITT ,=_--jr7 -------- jkzr�� - ". , _ ; -1 � .
<br />,-- -
<br />.� -1 , - .--- I SCREW, 3 PER l LOCATED - ____ ---- --- 4 �
<br />_ 51 1; -- _ A j I I I . .
<br />I - I . 1� __1 AT CEN7ERI_NF. AND 9'FROM I � �1- .
<br />1 .1 .. ��_�71 1
<br />,
<br />,- __ - a '.0w,111 lk
<br />i : : - -_ - ,
<br />,6 "I ��� ____ __ �
<br />r L ENDS (FACTORY INSTALLED) NIL ___ i ; ,
<br />. .. '.. r Al I --- :: �� . - I 0 , �
<br />i .!�_ I -1 -� � I
<br />: �� I I I � 11 - - =�i ,� .
<br />I
<br />: FOR � 2-319"ROW . � i I I L , I - - - -- ------------ �__
<br />,� , -
<br />I tNTE TYP ANCHORTYPE, SPACING .1� . , f - kll /-1:@2) L�_1.L=L1__'_ �'-. � j .
<br />�' 4 ��-_,, -,' �-:-i-l__' . 2-118"ROW
<br />PLCIC�- I l - I I... --'I- - �
<br />I 1`1.413�- rl AND EDGE � I ,I� z 4, ]__!_�� -----,.-::--_M�= I ;;_2� _._=� i,,�Kj' 1� . . SPACING
<br />____ 1. (�_'i . . . i'l,", i � _. 4�_�_, . : r I � j .. I I
<br />i --- -
<br />ll ( = � I _�L - , I _
<br />-
<br />.- OtSIAN4UL .PER SUaSTRATE,-, ' �� "! I 1 j I F77=1 --i - � - jj ..
<br />- ��, �, I SIEF TABLE 1, SI4EF- 6 1 , r�_ ; � - . . .
<br />� . i _ ,�,-;�7 �� - I .
<br />i � 11.1 1. � i . awaw&l I
<br />: . I "'r, F Il I I - I I
<br />; _ ...
<br />� � -1 I , 'I"i i I- . it ::;;;� __ I L,� .... � i , . . ;
<br />I ,/, - . -_ - 1�_,__z , -1 El
<br />f I EDGE � � I . r _ _/ �E:�;� _
<br />i DISTANCE I I r , I - FIXED PANEL CLIP ,)� F7 _T_ I - , I .,, �, . , ' MENT
<br />p �� � _.. - AND ANC -ORS, Srr - - I ... -_ . , CONCRETE[CMU
<br />� I- ". 11 � I � � - DETAIL SHEET 7 ��,�_/ 91� �r I -, , I '; . PER ANCHOR
<br />I 2X WOO[) 8IJQKSTR;P . ' ; � STANDARD SCREEN .,- ^ I ,
<br />�
<br />- . - r]Xf,,) STILE F .
<br />0 R F FAM ING, S E C EMB E DWE N T 4__.� � li REOURIE'l
<br />i NOTE 4, S�iEET i TYP. ANCHOR TYPE,EMBE Dl f . . __..._1_ � EXTERIOR I - I �_- 1A"MAX.
<br />I /- AND �EUGE 0�1�,-ANCE PER SUBSTRAT E 2X WOOD BUCKS TRIP -- 1. � .... PANEI-WIDTH - --- � 4 11?��
<br />5 I ON �RAWNG SEE ___1 --- _6�T___
<br />s DIST;NCE ; / 11 ____0 7�,_� [ AIL 3�
<br />�_- /1 " -C F 4, SHEET C ' EtkiL ' ' `�
<br />- EDGE SE , TAOT! I NO rE 41 �HL.71 [_D 3 � !:DETAIL 2
<br />: � . �__ -.11 -
<br />------ - _. .
<br />I., __ .__ � , -..", __ - NCIIN�S fRUCT URAL L��,DD �� 'IT Ric- [ INTO MASR�R�Y
<br />� [:LL=
<br />�-.-- � _ I z _ ___',
<br />I __._-qjy , ----,- - I I -ANCHOR
<br />EMBED- - __ --4, ;,---,--.---,----I "I �.
<br />-
<br />MLN; --_-_�!::::�-_:�__: - 1W
<br /> ........ - I I - __ ',�; -'( �I� Ij Ili,,,_
<br />.F. - �� " _ _��7_7' - MAX 4Cf-,ES 10 ,
<br />: _, �--�_, , _=� ...--I- I : I . 1', LIE YAls APPLY 10 Z. I AND 4 TRACK 11 I.. "' j�q R.w'.d Ry. vailn
<br />I I ( - . ,,, \ 11,11 0" ",
<br />,��::, __ -.--.---P/ 1 --1-7- 'I ,�, i Regsk1w,
<br />. =1 "I 0. "I I
<br />- I _7 ------ � 1 ,� - doNrGuRATioNs. . " ,
<br />- ,-, - __ - (� - �
<br />. - .- . " .. ..... � �ql OPI IOPML 2j SEE SHEETS 24 FOR ANCHOR l I l0l SPACNG, - .�N " _�I�,� '� 11 -
<br />- � - 1,.� -, __ ... , I I .
<br />P-4-OOK � .... .. - 3) SEE 7ABLES P-4 FOR RFINFORrl ��, 11� � "IN.-- 1� - * _�_ i
<br />1� Rl t - "... ... � I... - .L . _� � R.Wsi-
<br />1�) , , , V I _:� 't " , r". vi.d R3" ODIC I
<br />__ T ,: � " , " , � RECUIREMEl - � . 0.551(35 , -
<br />"L,41-- � I;r' LONG, 8 / . : � 4) CONTINUOUS ANCHOR Fll ITEM #9, IS IRFOVIRED - .)It .� 1� � . I
<br />PANEL MIDSPAN � / I . I - . , �ww
<br />. I ,., ---- -- ,- - I :
<br />� 1� ..... � , I I AT A�L FRAN F. ANOW)R LOCATIONS. - k - � 'a' 7 __� -_ � ----
<br />I I �. � 11 i- , -
<br />!LP_HOO� - � 5� PANEL WrDTH ODES NOT INCLUDE INTERLOCK OR . � a-;��3jj� -jr, : U -- -_ a l sy,
<br />IS - R NI . _--- - Ir ... __/ T � .. 11, .. tu :: 7"
<br />-
<br />�1� L EXTERIOP AS I RAGAL ADD -ON. -13 - I C� � -,- .HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />PLATE SIMS, PO-qM1 6�ALL REINFORCEMENTS ARE APPROXIMATELY THE 11 I. ;"
<br />#lox 1.141 PK)OK � I . s 'l,' ..., <: -� ---- -- ------ --- .. .
<br />I I , pt Cc) , I I aff&
<br />,
<br />1* L FULL.-ENGTH OPTHE EXTRUSION. REFER TGTEST ." " ". 1 1070 TECHNOLOGY DRWE r1ft
<br /> / I
<br />(11) @ 2-5-15' D.C. I I I 1.� "I REPOR IS FOR EXACT DWER81ONS. � " . .... i .. , ,�, I IV. VENICE, FT M275 VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />4 . " ,/, SS!ON �� I P.01 Box 1529
<br />� , I - I -
<br />i _,D,ETAIL 1 1 �j, I � I I I I 0, AOKO" FL _U274
<br />I - � � � . I sarI00"t v,awing %�
<br />I ; INTO WOOD I . A,LYNN,kAfL R.P,E. I - -1�: l
<br />4 -------- I . 1'. r V �_" 6 7 G5 - . T. OF A VTH, #29296 57012770/2870 ISNTS 5 OF 13 FLA-SGD570-0
<br />__ - - - . _ ... ___ . ............ . ... _ ___ . .......... � ... .... � ..... .. .. _,_____,_______ I � ---- _._,_____J I "'O'�` I 171
<br />I .__________.____-_._-
<br />I.....- ___
<br />11 2-TRACK CONFIGURATI I --I
<br />[i -_ ___�
<br />F - �. I I ' IDETAI C2
<br />. 61 1
<br />t __ 1_1 _LL['4IM1
<br />: NA
<br />. a, MAX, MAX. 1. 6E ,
<br />�
<br />� - - T- - � �-! -,---I
<br />.
<br />7- . . '" � L -)
<br />: i
<br />.
<br />—
<br />-1 - 11 A ; �. - 92-
<br />' ANCHOR T �-��A _6F
<br />' APPROX, 6% . � I ,' AIL 15] DAYLIGHT OPIENING Ill FCRNTU�A�,
<br />ANCHOR � NOWSTRUCTURAL - - .
<br /># _
<br />.FALIL
<br />�j
<br />�
<br />�',
<br />,
<br />_�]
<br />L
<br />,
<br />� I LOCATIONS FOR , \ THIS SHEETI ITHM SHE
<br />LOCATIONS FOR : o I WTDTFL PANEL WIDTH - 8.2116"
<br />� 1. -
<br />1-lih � . 4EXT. _L_ - : : BYPASS (HEAD & SILL) I -I------, -L- .I-- -1 p, HEIGHT. PANEL HEIGHT - a-vw
<br />4EXT. , POCKET : CONDITIONS- (--,- � , I f /_ \
<br />�
<br />I CONDITIONS. 21 _6. � � I --- I I I I
<br />MAX i -�- -- I- - _,-, -, -,-,- -� -- -- +_ - -, - -1 . ....... ... - - 0 f
<br />-1 __ - __- - � ANCIOIS NTO I F7 _, 1 ;- - - 4--.11 1 � 1 =14' . ,
<br />I I � , i, 1, � / I/ -, /f 'I,--, I 1\� \,- 3�; 4 - - PANEL WIDTH -- ----,
<br />12' MAX. O.G, P-HOOK. O.C., , fl 1, / " I 11. - - � ---
<br />- - , : � �
<br />., / ", . I I � t . I �-- DLO -
<br />I . . /. / / .. / I I I . - -1 I
<br />- I
<br />I I _ I - � ) � t, -, I I I DAWC�Kr IL___ -_ ___j I --- - r ---
<br />-F—J � I . T '_ r I
<br />11
<br />t I � - i I � � 0 - ____::7— ��
<br />v / I OPEl WIDTH �
<br />� /� - �/ I F I
<br />I , / // I . . DAYLIGHTI : I
<br />I
<br />I"/ / �. / , � . I � 1"4
<br />� I // , ;T, - 5 I
<br />Al' / -
<br />, I
<br />d4
<br />- ANCHOR @ CENTER OF (@ I ANCHOR C CENTER OF AiL 6 I I
<br />' F_ EACH PANEL- SEE TABLES / / /' ,6 OPENING,
<br />. � SHE ,
<br />PI�F
<br />A
<br />�
<br />It, C
<br />Flir�TAT. (@7 EACH PANEL, SEE TABLES ;�j / " / " , , I SHE HEIGHT 1 1 �
<br />I '1� /
<br />11 .
<br />/ " / /1 ,�� , � I
<br />___ I / I,/ � : i [TtF�tE� _U
<br />ON SHEETS 8 & 9. ON SHEETS a & P, / / i . .
<br />.1 ___ . I I L -
<br />I
<br />�
<br />. . EXITY ,,./ I . F
<br />� A j 1XI OR 10, . .X, I I I I
<br />, I �
<br />-, �// , . I
<br />I,
<br />"
<br />_911 1219" MIN. O.C. - Y/ / " 1 . PANELTYPE PANELTYPE I , I �
<br />. %/ " I ! 1 1 1 -
<br />I
<br />�� � � 2 ANCHORS @ CENTER OF ' --- 2 ANCHORS @ CENTER OF ) / P6C �� v1__ I I , I
<br />11 I EACH PANEL. SEE TABLES ON � . - EACH PANEL. SEE TABLES i/ BY / / 7 � . 'qt DETAIL I F AiL 2 ; . I
<br />SHEETS 8 a 9, 11 I"- ON SHEETS 8 & 9� � I SHEET 6j SHEET 5 1 �__ I � - I
<br />,( ,1 I EXT.V .� / OTHERS / , -Ill -
<br />EXTT I �/ , (UNDER / ,' ! . A L_ __ [T- PANEL
<br />I- N , 41 MIN, O.C. - 41 MIN. O.C. � ,1 /1.1 , __� <�j 'w 1 DETAIL 3 F' HEIGHT' DLO
<br />- ,/SEPARATE,.' , � �', f FS-KE-Er T I
<br />) ,"APPROVAL) ; . w
<br />12i9-MIW0.0 - [--- // 1, I/ .I.- / I./I . ; --v - -, r
<br />� / , . " ,� , I ./I .: I t
<br />� �
<br />. � . . , ; I
<br />4 . CLUSTER OF 3 �, /, , ,/ / / -, " . I 9 I
<br />�
<br />� .1 1� , I I , ,9D 6
<br />ffz� I -FILE TER OF 3 I". .' / , / !, . � L ' I
<br />/ / 11 , I !
<br />`US O,S,O,T, ' �� 114-1 i :
<br />C . 6
<br />, ANCHORS Q S WAICH LE � " i, I I __ INTERLOCK :
<br />, "T"'S S, .
<br />INTERSECTIONS. TERS E \ " / / , ;; I SHOWN I
<br />TABLES ON 'FEET, �' / / / / I
<br />I SEE TABLES ON . rt OF I CL OF -
<br />EXT.V l 1i I 6'MAX-
<br />. SHEETS 8 & S. E)CV,V PANEL 7 F_T_ ____) PANEL I L ;
<br />" , --,-,4. 1 1 , __
<br />, / )__ -,, I I I / ! ,,--\ _`1 (O HEAD
<br />, /
<br />, /
<br />, /
<br />, /
<br />1, /
<br />1__/ ._ , " , , I'll I I I � I � I . I e . � 4 _ - a SfLL)
<br />'��- 4" MIN. D.C. _/ :_ ;,-r k I I I , �I -I )__,_J_� _. i . I
<br />. � , 11
<br />4'W.RO_C'1 tHEAD & SILL) - I- .,L) It 1___T1j ,,-,< 1-_�, � l
<br />.
<br />1156�i "",I �' / . / / - Z\�__ (HEAD & SILL)
<br />" _
<br />
<br />i
<br />. �� � CLUSTER OF 5 . . . . . . . . CLUSTER OF 5 ANCHORS I/ . 1 2� - -
<br />- I DETAIL F
<br />. ANCHORS @ STILE I - fD_FTXL'6f IDETAIL __ - __ F _I
<br />__7 - ig� -STILE INTERSECTIONS. ELdS �HEE F �17 ,1 jHIS SHE"
<br />2.37v TYP. ! I INTEFISECTIONS. - SEE TABLES ON SHEETS
<br />�7-, —.- - 5FAil, H2 0-__0__ �TE___ FPT]=H
<br />__ SEE TABLES ON ", f H2
<br />EXT.T SHEETS 8 & 9. EXT.v l I-- - _� - - - C6+2 ANCHOR
<br />, f . t== ------- C3+1 ANCHOR CONFIGURA'FION SHO^
<br />31 IT MIN. O.C� �_ ---� �-- 4- MIN. O.G. CONFIGURATION S�IOWN; � /§�!4
<br />ISEE Al -_ (SEE APPUICASLE DIP
<br />WMAX. 6"MAX. TABLES 2, 3 OR 4) TABLES 2. 3 OR 4)
<br />'To END OF - (TO END OF NOTES:
<br />ATIA �"ED'AMB - I ATTACHED JAMB T) FOR CONFIGURATIONS, SEE SHEET 12.
<br />Ffi _LF7 I ANCHOR @ 2) FOR ANCHOR EDGE DISTANCE AND
<br />=
<br />4 �IA W . '0 F? J7 4 SILL ENDS, EMBEDMENT. SEE TABLE I SHEET 6.
<br />EXT,v A , EXT.T . 3) DAYLIGHT OPENING �DLO) FORMULAS;
<br />Wil PANEL WIDTH - "16- i
<br />NO TIE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGV EVANCE AND EMBEDMENT. HEIG, HT: PANEL HEIG4�`F . "Ji6l I I
<br />-
<br />11125�
<br />N11
<br />I
<br />. � +,
<br />I �_ 1, 11
<br />I -
<br />I , ,
<br />I I - � 1�11 I
<br />I
<br />"' �,
<br />f.37 ' I
<br />I . I ",
<br />EXT.V -1 '., , , T, 190,
<br />1 �_;
<br />`VEEPHOLE PATTERN g 24- O.C.
<br />WEEPHOLE PATTERN @ SILL ENDS
<br />-1-11 __
<br />— _ - -_
<br />� � . DETAIL 4] 1 DETAIL441
<br />�
<br />. 1: 1��q_NnONRY I :
<br />: -1 - INTO GO "I
<br />� i Ix BU&SMIF [
<br />I --,---.- ------ _�
<br />. TYP. ANCHOR TYPE, EMBEDMENT AND
<br />,
<br />MIN. 2.7 KSI CONCRETE Q r- EDGE DISTANCE PER SUBSTRATE.
<br />HEAD PERANCHOR 1 SEE TABLE 1, aHEET 6 TYP_ ANCHOR TYPE, EMBEDMENT AND
<br />REQUIMNifNT, sEt ,/p-3,w � ' -- EDGE DISTANCE PEP. SUBSTRATE,
<br />ITABLE 1 SHEET 6 1 _� DISTANCE -1 EDGE \ \ SEE TABLE 1, SIFFFT 6
<br />' rr1rA1ZG7 - EDGE 2-30*
<br />. I . _;Ii 'A . � DISTANCE .\ , , - ROW --I
<br />1 2 . I I ' I SPACING I r
<br />EMBED- . � I - !; , , � __ __ � .
<br />MEN7. - 17 , � - - 9� . f
<br />, � f ________�1_____, �� - ---.----
<br />I . . � , , t - - 4 , .11 - �- -
<br />____E. I - , :�� --c EMBED_
<br />_�7 - --7- �� � - - _:� I
<br />.
<br />I - _ - - I _J Im -,- _ - �,, -�-] - ,
<br />-4v ,=�_ e__ -
<br />.���m �_7�
<br />.� I �:z -
<br />-1 -i'__ , :�� i
<br />_��A_�� _
<br />, �_ �_ , .
<br />I - i I m.k,- i C 1
<br />51. . -, , Eii= L , p""
<br />; , f _� L`4'
<br />: 1/4'
<br />! , lii� I I 11 MAX ,:�,-.� � � ___� ---
<br />. IF q�,l wil �1 �.,_., A 111 _/ I vgr-ml * MAX.
<br />IiOR2X � , , 98 X,V4'SM
<br />.; 1�) A_&_!11 ! REINFORCFWNT SCREW
<br />WOOD 1-==k, 0 _��
<br />I I
<br />BUCKSTRIP, I[I \-C7 � 96-1 �� ; -
<br />I
<br />1 7 PFRSTL E�, LOCATED AT
<br />.
<br />�, i
<br />SEE I k,-., . � CEINTERLINE AND 6', T&
<br />11 - , r. ;
<br />NOTE, 4, .�, � 12- FROM ENDS (FACTORY
<br />I
<br />.
<br />- � :1 h 11
<br />h
<br />7 �, .� INSTALLED)
<br />., � I � I I I I I i � " "
<br />11.1
<br />I ,��. , " * . � - - / l ar. . .
<br />�� -�'.._ . I r-N,11 ,��",-S.
<br />, . .. '�
<br />, � V�c . .
<br />I , I 11� - RVMW W. D.I�.- R..I.blr
<br />-Z7 * � ", 5q�705 . 7�
<br />� r4o. �. -
<br />- : . -
<br />.
<br />- : ct, - � j Go 0-allsft1v 0� Ev
<br />:� , ,;�, I �jp a- -.-' quf �_ -7
<br />0 , .. . "
<br />I 4tjz� ANGHOR LOCATIONS (2 TRACKS) J ROSOWSKI
<br />, ,;� " S-ZA-re 0� .-, ,:,:-' - I
<br />, 0 ", .,,� ,
<br />, X\ " 1-,I.ORt0'-" 0 , , 1070 TECHNMMY CWIVE TW& l.
<br />I 11 I �
<br />I �� ...... ... ,I� � , N. VENICE, FL 34276 VINYL SGD INSTALLATION GUIDELINES 11118110
<br />-,,, Is'sl , XV 0 P.0- BOK MEW
<br />/�1?10N 0 MWOW, PL M274 swossAxlk, Shea pi� I
<br />IIIIII0 P" __T__
<br />A- LYNN M E I
<br />. P.Ed IL14'I"E I CL-mT_ ()FAvaf. Awx ,97012770/2870 Isile"T'S, 1 2 OF 13 1 FLA-SGD570-01 I
<br />i 11 � I .
<br />1. -,.,? . FOR
<br />: . /
<br />t . LOCKSTILES, ::
<br />: @��' R , ASTRAGALS, / 1 :: j
<br />: I / ; j .
<br />I . , : I ;1 .,
<br />; EXTERIOR I ... \ FD(rO STLES I .., � ;
<br />� . I �
<br />; AND , . �)
<br />/t,_1 . � . i z
<br />.
<br />,� 6 I \ HORIZOWAL / i J
<br />,\j _. i . \ I
<br />I I I \ RAILS :
<br />I � I I \ % / I I
<br />s . �
<br />;
<br />I L_ T[ : � i ,
<br />i
<br />I . , ; � SILL RISER VARIES
<br />� .
<br />w .
<br />��
<br />� . ... 2 11, ;I � WITH REOUIRFO
<br />I (9 ; POSITIVE DESIGN
<br />! . - z
<br />FRAME I C � , �_ q La . PRESSURE, SEE TABLE
<br />__: w - ?�
<br />: T .. - - SEE NOTES it . -, A, SHEETS 8 & a
<br />.
<br />L
<br />O .
<br />HEIGHT , : i PANEL j 3&G V) I I li-9)
<br />SEE : HEIGHT i I
<br />TABLES I - BELOW i X
<br />I .
<br />i 7 I i I @)
<br />2. 3 & 4 f r FRAME . � `___1 ; 2 3. .1 cii,
<br />0 HEI FIT - ' , � I � I
<br />'11-111 ; !
<br />.
<br />2- 1 . :
<br />I I (�,) i 4-51W
<br />I i /,J�� RISER 1 4-1116"
<br />. � 3_1W
<br />.
<br />I ��
<br />U [ � f T � I `- 1�
<br />, ,-_ i - � RISER
<br />I
<br />I ... � RISER
<br />I
<br />; 1 (4___3)4 1 l- -1 11�
<br />[ _DETAIL 4-1
<br />L�N
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />_
<br />r ' EDGE DISTANCE PER SUBSTRATE,
<br />, � SEE TABLE T SHEET 6
<br />2_316, -1 EDGE
<br />\ I Row :� DISTANCE -
<br /> . 11 � r! PA I CING I . . I I I
<br />_. . , 11 - 1.� I � I�L , 11.1 I I , I I
<br />� - .
<br />. 1� � r. I . , I I Ill - .
<br />1. . . . - -
<br />". I 1. S , , k , - �
<br />� . . -f -1 � w . 4 �, -.
<br />� I
<br />1
<br />.
<br />IE - �_ �_ ___ �
<br />.
<br />�Iw
<br />I X MAX
<br />I . I �
<br />TABLE 1, ANCHOR TYPES:
<br />TYF, ANC40R TYPE, EMBEDMENT AND
<br />EDGE DISTAXCE PER SUBSTRATE,
<br />SEE TABLE 1. SHEET 6
<br />EDGE
<br />---� L)I$TANM
<br />FDE�
<br />1_TN_r6 Awv_mwwl
<br />V81, MtU el
<br />ALUMINUM SUBSTRATE
<br />METAL SUBSTRATES TO FIF PROPERLY DESIGNED
<br />TO TRANSFER LOAD IMPOSED ON THEM
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE __\
<br />SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
<br />EDGE STRUCTURAL STEEL
<br />-1 DISTANCE ,'_\� SUBSTRATE
<br />� -
<br />_
<br />1 DETA L4
<br />L I!L
<br />TO STEEL
<br />METAL SUBSTRATE DETAILSSRMIN FOR READ
<br />ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
<br />EXCEPT POCKET �AMB)
<br />! I k,
<br />,i
<br />I I --(�6 �, f
<br />I __
<br />I F9 , ,4_�h ".1 j �. �
<br />,
<br />I 1
<br />62�_, i ,,, I ;. NOTES
<br />, - : _6 -
<br />- \ � - � 3 � -
<br />I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
<br />� ; I I
<br />I f.� I
<br />K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
<br />>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
<br />Q21) i (J4_1. i
<br />(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
<br />- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
<br />I
<br />I (1_5�_ 1 ��2 1 f 110
<br />i I i . __
<br />� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
<br />I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
<br />ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
<br />.
<br />11-_ --- ��, I I t , ,\1 \� NN 41'?�Q I/ Rv.twd W, 09W l
<br />I
<br />- - - - 1.1� _1 1, - 1-17 .___�,'��." . GROUT AS __ -, . I " ,�� _1111"��? "
<br />� . . . _ I 1�,� NEEDED� I -, __. - lf, -,�)' - eNSE' " I- __
<br />. .. I . . , .1 . I __ -D
<br />114' T ." - � . � � __�� . V4' 'C' . * I-
<br />. . . Ej . � - I"__ ��T- L , A,� , ,,, 1. �
<br />-
<br />� E �I �� __ �-_-_.Z- -.-- _- .
<br />L� --- � ' �-, �', - - - '. -_7_'�:f�� z -9- I40. - � jy, -
<br />_ , - � MIN. 2�1 KSI SHEET =::�_ - , , - - -
<br />. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
<br />I l
<br />MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
<br />. 1, 4 1 . NOT - ,;� : *
<br />PER E E 4w� � III -_ 5 Q
<br />- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
<br />[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
<br />NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
<br />TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
<br />, .. I --T—m-
<br />.
<br />�
<br />�
<br />AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
<br />SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
<br />I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
<br />, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
<br />, ...
<br />. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
<br />. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
<br />P1_4 58705 CEPT OF AUnl CSM 57012770/2870 NTS 6OF13 I7M1A'ft-SGD570-01!
<br />__ .---- -
<br />Ty Pe subwate Anchor . Minimum wn. Edge
<br />__ , - Embedment Distance
<br />______ -
<br /># 2 heet eWScrvw,IG,% I -Ts" T,I�
<br />P.T. Sauttmm Pine -
<br />($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
<br />1
<br />114* Elco Cirele-Nex SS4 1AIT 1-314"
<br />A -
<br />Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
<br />Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
<br />- - _
<br />A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
<br />I I = , Mly -
<br />Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
<br />C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
<br />__ - _____
<br />Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
<br />(AS TM -90) -
<br />114" Elco Crele-Flex SS4 i-14' 1.3141
<br />-
<br />CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
<br />Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
<br />T) � --,."-.,--- ___
<br />ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
<br />(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
<br />. _
<br />tq�YST-Ojy I
<br />., ie
<br />L_4_____A___j
<br />11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
<br />,
<br />E q P,12a'l I �w.
<br />CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
<br />\�., I I
<br />11-T-ilfl?" P7r)p.1-0'z
<br />FMA Keystone Certification Program
<br />Certification Authorization Report
<br />OAR & Product ID Number 190 - 263
<br />CAR Issue Date: 12114/201 0
<br />CAR Expiration Data: 11/1 1/2014
<br />Company Code: 190
<br />This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
<br />of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
<br />-1— :
<br />- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
<br />-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
<br />cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
<br />of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
<br />label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
<br />Company Information: Product Information:
<br />PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
<br />1070 Technology Dr. Operatoi Typa: SD
<br />PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
<br />Nokomis FL 34274 Pv1 ax 'A' idth: 203
<br />1 Mix Height: 96
<br />Referenced Standard: I Product Rating:
<br />ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No: FTL-6376/6377
<br />Test Re,�,ort Expirition: 1 1111112014
<br />Authorized Signature:
<br />"�?� Ill -7--
<br />, _
<br />. ,�
<br />Ilarcsia Fall_,. Presicril
<br />- �%,.kelslinecersconn
<br />Keystone Certifications. Inc.
<br />1790 Old Trail Road, Suite D
<br />Ett-rs, Pennsylvania 17219
<br />Phone: 717-922-850C,
<br />Fax; 717-9.32-15501
<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 D R: FL 5 0.
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />XXXX
<br />i or HM
<br />— - HVIIT _F_777TF_I I _T1 -F-----7--
<br /> - . ------- - __
<br />.
<br />� 1 I I
<br />i i --kit- �
<br />I DETAIL I 1 : �bu
<br />FINTO MASONR�( I i -
<br />I ---- 11_111..__ i F:71111&1_q�x�
<br />CONCRETl ,� - YP. ANCHOR TYPE, EMMDMFNf AND EDGE
<br />PERANChOP ' / DISTANCE FER SUBSTRATE, SEE TABLE 11, SHEETS _� /
<br />REQUIREMENT -� ""' -1
<br />. � / / DISTANCE "_�o ASTRAGAL ADl �� �) ,, / /
<br />I . ", ':Tib' STRAGAI. ADD -ON RIFINF. ",
<br />i I : ., I / . I I I � j / NON-STRUCTURAL I �_- ;A 11� "
<br /> ...... 11 ...... . -2 " .1 ANCHOR __I____�� .- L 'j __ - --
<br /> , : - I ( #I0X2-1/2'SMS (��sl - \ ,
<br />Emem- - , - 1i . . . I I Z-0
<br />. VENT 4 � I it- 11 ,�, I R_9NFORCEMENT SCREW; 5 \ , -
<br />. . . . . fl/' ,.--,i& .1, �,�__ PE 11
<br />I � I -a I I . 4 ,-_1)OPTtONA1 �--, �� 1, i I i
<br />- L � - - _ _.=-7.41 L=?" - I - - T 0 FQUAL�.Y-SPACE D ANU 'r I_ -
<br />�
<br />,�� - . __::L7=1 I I I � ' I - .1
<br />i � - 5�3, . (�8�;\,." FROM ENOS (FACTORY " i - -
<br />V4- /.,-, I . ---`_.=� , 16--1 /- I --- -
<br />M ,z- I I-/ � =_ Lj1EE, 6.'11 1 INSTIALLEM L, - ____
<br />I- , .., . - , � - - 5�7 _ I -
<br />�_� / __� �� . - _ I ]L_�_- - - LL LL -
<br />I- I .- � f'17 L 11 _
<br />;
<br />_, F�,
<br />,�� " !� ______ -_ - . . :��,,
<br />- .� � 1. i uj�� 11 I i� � 111
<br />1. ' I �___ __ _1 __ � �_ 11 � I l iiiii F?1. ! '77'- __ rN TIM
<br />,_ L ... � - - - - .1- , 77�7=1�
<br />, I 1. �' 7771F . . ....... 11 . th
<br />.. _
<br />I _/ �.. . - -_ t �. - I
<br />I�D5 [ - I I-
<br />.1 X"L_ 't
<br />- - - � -4
<br />- - I
<br /> -
<br />1-1 �, . ,.7pm 11 ,
<br />� / I , �-, .L -, "T7F ��L
<br />,�_ ' 9'I� ,3 , � ` 'I . ,
<br />,!,L. ' C;�g�� "
<br />,7 , ---' ,
<br />` -1 --- i�i§ EXTERIOR ��17_ I Q_
<br />,ji
<br />%_,�_T_/ ..--- �__" i I 7L,t!
<br />,
<br />— i _ �� I 1ASTRAGAL \ / "i C�' � P
<br />POCKET i - . -
<br />� ('L- ,;�;' � .7
<br />P-F,'OOK 1�1 � i 1-1 L
<br />. I LOCKSTILE : i 1\1 11
<br />� : ! �_1164)
<br />. I � - ' U,,: -� ----� PANILINID"li ____ . ..... � _1 - I . - -- PANEL WIE
<br />, �
<br />....
<br />F(-)R � i p � , - __ --- DOORFRAMEWIDTH -- - -------, -
<br />LOCKSTIl (;�4) 11
<br />I
<br />ASTRAGALS, _1_; 11 I
<br />FIXED I- �___ : ___ - - _____ __ ,.._______ DCOR FRAME W,Ulti
<br />. 2
<br />ST4E$.A11D �__,-_ , I Al MAX, _-I '.--
<br />- , :
<br />HORRON7AL _F__, �jjj'j 1 .
<br />FAK8 .�,\, fl:-117`
<br />EDGE � 1�f �
<br />I � j "'I- SEE NOTES DISTANCE ; , 1 ,5 1 #8 X 2WSMS REWFORCEMIEWF -
<br />; 3&L I � L � If* - ---
<br />: z " , SCREW, 3 PER RAIL. LOCATED 11 � � , - --- -
<br />I "", I I I I : , i , � - - T
<br />I ' 14_4� 2 AT CIENt ERLINF AND 91 FROM , , , I :
<br />' __ , 2 , I Z. -
<br />-
<br />L-7' __ BE , L_i �
<br />' - �
<br />; � �5 1 � �E=__
<br />I 1 =2_61 JI : IS (FACTORY INS 1-11-1
<br />i ( _� ro "�NC k4lbll - X I
<br />: ()R � �- I RM, , 11 I ��
<br />� ,_�) - %
<br />-
<br />. [NTEl HOR TYPE ,sPA ING , I __ 1 1_4�) 1 ....
<br />/ . .1- I
<br /> -1
<br />ON . __ _ _,_ " F_'All AND EDG� . � � I � c::- -- - � , _� I - ____
<br />" � = RA TE, _______2� - _]`ii K - ----- -4 .---
<br />DiZ-TANIaE PER SUBST �r ..- �_'
<br />I ] ;z, 1 SEE TARl-E I, SI' 11 T� 1, 1 Nil 1 C -,.,.
<br />� 4 E E I- 6 ! �L � !!!!! . -...- 5 - I 1� ,� I _j I
<br />I
<br />: 111, ;
<br />I t _,��j I ,j -),i � " I �' - 1;,z
<br />, .
<br />L.
<br />I ............. ___ EDGE 11'.-i� ... L --'-
<br />I DISTANC - f . I I
<br />I FIXED PA
<br />i �
<br />I _ I ANDARC
<br />I DETAIL Sl
<br />2X AIDED SUCKSTl L I
<br />! CMBEDME - r X -D ST LE
<br />I OR FRAMING, SEE TYP. ANCHOR TYPE, EMBEDMENT .
<br />7 2X 0D - . ...... --.---..
<br />l 4. SF`FiFT 1 ,� _ AND EUG� 9'tl7ANCE PER SUBSTRATE, BUCKSTRIP I _.
<br />" _A6UE OR FRAMING. SEE .
<br />- L EDGE I__ "' SEE : - I� Sl G NOTE 4� $11.= ; I DETAIL 3 i
<br />I DKTAI,��
<br />-:_'4"- L ,/ -- - - I
<br />1 I - - � ' - _______--- 71 NON-STRUC7URA1_ L �no�-
<br />.. - ___ I �1_ -_:: - - - - ' I �/_ANCHOR
<br />Ell ( _1. .�7
<br />LIL '= I --]L"-
<br />,
<br />MEN ,�, - _-,
<br />- _ , __:� - --- IA'
<br />.
<br />, .- -
<br />FD _ET, k I C�l Ix OR 2X WOOD
<br />I INTO MASONRY - Bur.11CSTRip, SEE
<br />,
<br />j_ IX SUCKS-MIP NOTF4,SHLETI
<br />QUIRED IF DOOR ]�,:_ . . .- I /
<br />HEIGHT IS OVER 95^ ". lz�_, I .
<br />I ,_,_,, 1'�� i . ', CONCRETEICMU
<br />I I�� - � 11 - -, 14#�� - , , I I PERANCHOR
<br />� IN J-1. lrr,j , , " 'A , 7 I -,.' . REQUIREMENT
<br />11 �_' I ... ,,�,) i -. �
<br />1 I , ----' - L ,L1-;�'7_'---rr - -- I j1 - .- F EMBEDMENT
<br /> - � . ..... -JIL., . [Ill!
<br />�;� � KII, I 1 � �� � *iwomll
<br />-� I -1 , , I 'L, . ,
<br />11 % N�_�E I., i \ "" I ' TYP. ANCHOR TYPE, EMBEDMENT
<br />.
<br />.
<br />, .1 � : ei� , �j I I AND EDGE DISTANCE PER
<br />, 1 '' . " - SLffiSTRATE SCF TABLE 1, SHEET 6
<br />,
<br />,
<br />11
<br />Ll� , I C
<br />Mi-11 ...- I ... i ,
<br />3 #_-, - -,--- I ii . �./, "
<br />I - --.,.. I ��P,lIl , ,,.�� -----r-T
<br />I . . I , �
<br />111 (T)_ 1 , /�' � r ' % I
<br />. . ' �
<br />I INTERLOCK . -\I L I
<br />; 11 � . ,: if ' ' , - EDGE
<br />� .
<br />I , " - , ii& k�_Ei]� ---- _. I � .- Z I . ('/I - � ' � I DISTANCE
<br />: . I v I '.
<br />: - / I k " �
<br />f �/ V 1i I
<br />: * -
<br />: ,_ I - I I .
<br />I T-1 1, IF6)II, --- __'t
<br />� ,1 1.��/ ,
<br />I �- 114' M, AX, ,
<br />TYP. ANCHOR TYPE, EMBEDMENT
<br />-,.----- ____ - ____ - ___11 AND 5 - -- PE-
<br />.
<br />�;DETAIL,2 7��
<br />[ ,-Te 19
<br />...... [ - _;it_77�__ -__ I ------ � MAyr NOTES __ ,� , � � . 11�1 I�Ifj,_
<br />j i ---
<br />: � - - ,_ --I
<br />� . - _. T
<br />11 11 ��
<br />� " �
<br />"J,q I I.. 1. -
<br />P-kDOK , ��,�g �, -
<br />§) 7 HN� I I -1 . �
<br />C - �
<br />PLATE (12'LON '_�
<br />PANEL I r/jlt I __
<br />, - 11
<br />( - � 11 ::,...
<br />li@'11 RLINF. - / - - - � �_'� -
<br />PLATE Sl f9LN�_T
<br />I (�_ #10XI4f4" P-HOOK
<br />,� @ 2 -5/0' Q, C.
<br />i I I
<br />; � DETAIL I 1
<br />� I INTO INOOD _� I
<br />i______________._.._ . __j
<br />I
<br />) --\ i / /SUBSTRATE,SEETA61E ILSTIF�43
<br />I \ I ,/ -
<br />1, \,- -- ..Z i - - / T
<br />k I—L-11 i /(,
<br />-
<br />1. L � ,� :. ,/ EDGE
<br />11 I �
<br />LL
<br />-
<br />_1i _ � , ljj� , / � ' � ' DISTANCE
<br />I
<br />I L
<br />I ,;"ml _�
<br />.
<br />J I . I
<br />- , , ,
<br />.
<br />__, __ , 2-318"ROW
<br />� - _� '� .
<br />r= �!- _�, : - -
<br />I , � ... V , - . . SPACING
<br />� L' _N I ; , -
<br />I- . 131=1400-oll --I
<br />L�L 11 I I -
<br />I EMBED -
<br />I L .1
<br />: � , ' MENT
<br />11 I .
<br />� --- . � CbLNCRETEi0AU
<br />I '�, . . PERANCHOR
<br />REQUIREMENT ,
<br />I � �__ 114' MAX
<br />I
<br />[btTAIL 31
<br />LNTO �.A�. I
<br />__�
<br />, I" �yk,4l`l Mhz , I/ : ftyk.dgy: 0.1. __ -
<br />1) l AILS APPLY YO 2, 3 AND 4 MA�F \ ____ _ Revimbn:
<br />IT , CONFIGURATIONS. I "I .1. 4,�q "I
<br />I " - ,
<br />,)'lOT'f1ONAL L ' Z�'.-' Cej,ISP "
<br />2) SEE SHEETS 24 FOR ANtHOR LOCATION &SPACING, r - -. I . :1
<br />-�. 151- _� I
<br />� I _-� ,��, - ,,� - '.. * . � �
<br />3) SEE 7ABLFS 2-4 FORREWFORCEMEW " " . 1� R.,?.d Ity- Mfe: RevIsbri;
<br />RECUIREMENTS. �-7 ',-:. t�(). 557C35 ,_ :�
<br />CCONTINUOUS ANCHOR PLAT E, ITEM #8, IS RF�Ull I - -�< -' -
<br />=� ZT ALL FRAME ANCHOR LOCATIONS. I- : � � � - = _1 __... ____
<br />i- *
<br />.
<br />- _A 5� PANEL WIDTH DOES NOT INCLUDE NTERLOCK OR :I --. a .3ill )-�J�- " w Z l 6�
<br />EXTERIOR AST RAGAt ADD- ON - 13 - .. LU:_- HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />�7 -,, �', �jF 101F ., -
<br />,, jI_ �
<br />ELY THE �, _,�T; __ ......... .
<br />$)ALL REINFORCEMENTS ARE APPROXIMAT ,� , I _
<br />FULL LENGTH OFTHE EXTRUSION. REFER TOTCST ? , , , �,� 770ft" -
<br />� I—[ F �� . , �, '. 1070 TECHNOLOGY DRM D.Il,.
<br />I \ REPORTS FOR FXAC I Dil , _ , �p 9 VENICE, FL 34275
<br />,
<br />�/ , , 1 VINYL SGD INSTALLATION GUIDELINES 11118/10
<br />1 ""�,()"4�, F. a. BOX 152a 1
<br />,;I'''' " NOKOMI�, FL 34274 SEARWv0dw Asov No. R.,
<br />I , , - - - I -
<br />I A, t YNN MR 1,,ER, P,F. 4MFR r, OF A 077 f #ZqZ96 5701277012870 1 NTS I LA-SGD570-01
<br />L ............ ___ _pF_#,s67`§
<br />— -- ---- ____ - _.- � - - - --------- - - - ---------I- --_'_'_-_
<br />.
<br />_ -
<br />_-
<br />I jp�TAIL 2A . -1 � , "' - -
<br />-
<br />I DETAIL I! __.E_TAi - FDET;klL 3; IX OR 2X WOOD
<br />L11410 MASC�lr,Ry 1: TERLO M05M, ONRY
<br />IN I
<br />- . * L M4 _-�11 -
<br />, Ix E
<br />CONCPE'l - YP. Al TYPE, EMBEDMENT AND tl __ AFOUIRFID IF l _. - �xr BUC4<5Tl / NOTF4,SHEET1
<br />- / I l PER SUBSTRATE, SEE TABLE 1. SHEET� -�) "' � ,%N .
<br />PERANGf1nR , 4 _\11FtGHT IS OVER 96" r , .
<br />� , Fj lciF , �, \.- ,�� , , - 1, � I
<br />REQUIRENIENT 7� , ��6,'ASIRAGAILACCION ,/" , - ,�. '_ ., CONCRFTEfCl j
<br />STANCE 1� " 1 '765) N _� I 11-11-I.- ��.n I PERANGHOR
<br />I '.. , , �/ ,,, `�� I - ... . I—. 1 ' ' ' .
<br />1 1. 2, �,� .
<br />, I � � NON-RTRUCTURAL .1 I ; TRAGAL ADD -ON REll , , \ I 'A - REQUIREMENT
<br />.1, .., � -11 / / K
<br />1-1 �1_ .1. .
<br />" � DI " , , - -1 ..,., _� ' � AS �9@)__ . -_ - - - I
<br />121 �', - ji I I . I /__ AWHOR le. - I __ '. - . � � W., I - L_
<br />4 I 1 . � ,, (40--� ,--- -`/ rii)- . ..... . I I . � ,
<br />'= I ,�, -, — - , -- . _..� i �.j , � � . - -
<br />Er,1BED- - ' . , . , " I ��, -_� I v I __,_,� #IGX2-1j2'1SMS _ .1 'L�- � - .
<br />MENU � ' ' Nt , ."\ ,�, rr I RENFOR'� a . - __ - �. .'.. - �_�Ugl 1,:! . �
<br />.: �,, , , ` I—' ', �, -_ EMEW SCREW; 5 " I I . - '(0, ( j � . j EMBEDMENT
<br />� , ! _ I " 11 �, I I "I .
<br />j , � , � � � � /-�20)OPTICNAL, , � 1 ,
<br />� � - 1, 'I F ,-, PER ASI RAGA�. I 1 ; 11 z , i
<br />zz- I . . _�W
<br />- i F__ ___::�. �! I . /_kw.'�QUALLY-SPACEDANCr I : - ___ IJ - .. I . . . �
<br />4 7____T=__1__T "' 4;��-_, L=/. -, �, - %, q� . om",
<br />_____�_�'�� =1 , ,__ -- - -1 1
<br />14' I '�7� 2 `�,- , - ,"� � I - FROM ENDS (FACTORY , - .. - I TYR ANCHOR TYPE, EMBEDMENT
<br />, -_- --
<br />i 't 11 � - ;��; �L f, I I " . I..... .-.--.-. . / INSTAI I ED), L;-:�:�.'� .1-1 - - - - yl� . , � I ,
<br />�_ � ,
<br />, " j
<br />I ".�; � L__" '.
<br />g
<br />;�t , _
<br />__.. - � L I � �.-- AM) EDGE DISTANCE PER
<br />- "
<br />_ �� - -
<br />" _
<br />MAX. __ - ,_, __ = _.." _7� ----\ _:7v� �, '_ SUBSTRAT
<br />i-J), - \ a:_� 01, LI I \8,-\
<br />"f — ,�F— -.--- __ ,. I , - . s
<br />/ ---I- I � - ___- I_ I .._,;:_===--_-','_ -
<br />— �JLI I , — ,� — I "' 11
<br />- -1 , -.1.11. -_ .. .. '. E, SEE TABLE 1, SHEET B
<br />I __ � i, -- — RI.,--4—_--- --- -'- _j _ . -E----=-=--_1__ _�_ � I . I/ ,
<br />(;�11 j 10 07 W, , , , -, - 11�;r I i
<br />Ir
<br />- /
<br />z!0 -1
<br />POCI<ET
<br />P-HOOK
<br />- :
<br />( I i ��--, ", ; �__
<br />�
<br />�
<br />FOR �j :
<br />.
<br />LOCKSMI,l !
<br />.
<br />ASTR,AGALS. I :
<br />FIXED __ , __ I ,
<br />S I �LES A'ID �,-
<br />HORIZON7AI , -
<br />XAIL,; :
<br />� I � " ii�!)) I I
<br />.,
<br />_�� " I '��--'-:'-' SEE NOTES
<br />. 3&6
<br />A
<br />i - - - _.� BE LOW
<br />.
<br />:
<br />;
<br />l (
<br />\ 11� � � ..... - - I �__ _. .
<br />� i ! 11��__ . I I
<br />11 ____ 1 --- (11_____ - � .
<br />r . i " _1 - I
<br />-I'll.. t NIP[ I ,_ ,-- mftmu, �
<br />- -------- L �., __ .— � JtR .. .... _,_= I— �= �� a : . 11CA17 I I % . �
<br />� ___ I 1. � — - _.... - I
<br />V�� .. : I - - -_ -_ -_ - - ,_' __11 . � , �
<br />I
<br />1 .11�__4___ .. I �, C7�__ 1 1 / I . I , 1.
<br />, ,� -
<br />.
<br />/ ., , , I: - _ I -_ I I . �� ,�, A ! � I
<br />0�tl_ ,., ____ I L jJ-6,) INTERLOCK 11 - I -! /U -
<br />90,./ _-, 11 1 ,, EXTERIOR _' I 1- ._:� - 'I . . EDGE
<br />- - 'RA�m � �_� 'r -_6o_iSC'-R"r'-EN-- � '-'�j � , ' - - . � DISTANCE
<br />�
<br />- ___ ,_ 1 �s _T �k _�� a
<br />, e
<br />`�_,_ I J_L r /.. / , I I . ��
<br />i �\,/ (r4� I I
<br />1� ,-. � _. i .
<br />- - I .- 1. -
<br />l l %I- '_ 42) ( - / \�,� - , 1� - 1,
<br />V41 A �
<br />,_� tr� - -1.
<br />PANEl - - ___11 - ____ PANELWIDTH - ------------ _�:�, � / 11 I- " MAY,
<br />L- 114� * �
<br />. - 11.1-. DOOR FRAME WIDTH ---- -- -- ---- I -
<br />�___ __ . .- DOORFRAMEWIDTH -------------------- -- I TYP. ANCHOR TYPE, EMBEDMENT
<br />: 1\ I- ___ --i /- AND EDGE DISTANCE PER
<br />..- - \ =�'��, 1
<br />114- MAX --� : 7- / SUBSTRATE, SEE TABLI� 1, 8HEET6
<br />� ,-, 1:�p I I
<br />- I
<br />f
<br />_� I :
<br />. .
<br />DISTANCE I I r - - I ,,, -- . j � ., / ... E
<br />. I 1 -
<br />I , � D7 ___ __ -7
<br />T_ , , ,_ � I . A . /"
<br />EDGE i I
<br />:
<br />�
<br />,
<br />�' � � : IRI X 3WSMS RENFORCEMEITT ,=_--jr7 -------- jkzr�� - ". , _ ; -1 � .
<br />,-- -
<br />.� -1 , - .--- I SCREW, 3 PER l LOCATED - ____ ---- --- 4 �
<br />_ 51 1; -- _ A j I I I . .
<br />I - I . 1� __1 AT CEN7ERI_NF. AND 9'FROM I � �1- .
<br />1 .1 .. ��_�71 1
<br />,
<br />,- __ - a '.0w,111 lk
<br />i : : - -_ - ,
<br />,6 "I ��� ____ __ �
<br />r L ENDS (FACTORY INSTALLED) NIL ___ i ; ,
<br />. .. '.. r Al I --- :: �� . - I 0 , �
<br />i .!�_ I -1 -� � I
<br />: �� I I I � 11 - - =�i ,� .
<br />I
<br />: FOR � 2-319"ROW . � i I I L , I - - - -- ------------ �__
<br />,� , -
<br />I tNTE TYP ANCHORTYPE, SPACING .1� . , f - kll /-1:@2) L�_1.L=L1__'_ �'-. � j .
<br />�' 4 ��-_,, -,' �-:-i-l__' . 2-118"ROW
<br />PLCIC�- I l - I I... --'I- - �
<br />I 1`1.413�- rl AND EDGE � I ,I� z 4, ]__!_�� -----,.-::--_M�= I ;;_2� _._=� i,,�Kj' 1� . . SPACING
<br />____ 1. (�_'i . . . i'l,", i � _. 4�_�_, . : r I � j .. I I
<br />i --- -
<br />ll ( = � I _�L - , I _
<br />-
<br />.- OtSIAN4UL .PER SUaSTRATE,-, ' �� "! I 1 j I F77=1 --i - � - jj ..
<br />- ��, �, I SIEF TABLE 1, SI4EF- 6 1 , r�_ ; � - . . .
<br />� . i _ ,�,-;�7 �� - I .
<br />i � 11.1 1. � i . awaw&l I
<br />: . I "'r, F Il I I - I I
<br />; _ ...
<br />� � -1 I , 'I"i i I- . it ::;;;� __ I L,� .... � i , . . ;
<br />I ,/, - . -_ - 1�_,__z , -1 El
<br />f I EDGE � � I . r _ _/ �E:�;� _
<br />i DISTANCE I I r , I - FIXED PANEL CLIP ,)� F7 _T_ I - , I .,, �, . , ' MENT
<br />p �� � _.. - AND ANC -ORS, Srr - - I ... -_ . , CONCRETE[CMU
<br />� I- ". 11 � I � � - DETAIL SHEET 7 ��,�_/ 91� �r I -, , I '; . PER ANCHOR
<br />I 2X WOO[) 8IJQKSTR;P . ' ; � STANDARD SCREEN .,- ^ I ,
<br />�
<br />- . - r]Xf,,) STILE F .
<br />0 R F FAM ING, S E C EMB E DWE N T 4__.� � li REOURIE'l
<br />i NOTE 4, S�iEET i TYP. ANCHOR TYPE,EMBE Dl f . . __..._1_ � EXTERIOR I - I �_- 1A"MAX.
<br />I /- AND �EUGE 0�1�,-ANCE PER SUBSTRAT E 2X WOOD BUCKS TRIP -- 1. � .... PANEI-WIDTH - --- � 4 11?��
<br />5 I ON �RAWNG SEE ___1 --- _6�T___
<br />s DIST;NCE ; / 11 ____0 7�,_� [ AIL 3�
<br />�_- /1 " -C F 4, SHEET C ' EtkiL ' ' `�
<br />- EDGE SE , TAOT! I NO rE 41 �HL.71 [_D 3 � !:DETAIL 2
<br />: � . �__ -.11 -
<br />------ - _. .
<br />I., __ .__ � , -..", __ - NCIIN�S fRUCT URAL L��,DD �� 'IT Ric- [ INTO MASR�R�Y
<br />� [:LL=
<br />�-.-- � _ I z _ ___',
<br />I __._-qjy , ----,- - I I -ANCHOR
<br />EMBED- - __ --4, ;,---,--.---,----I "I �.
<br />-
<br />MLN; --_-_�!::::�-_:�__: - 1W
<br /> ........ - I I - __ ',�; -'( �I� Ij Ili,,,_
<br />.F. - �� " _ _��7_7' - MAX 4Cf-,ES 10 ,
<br />: _, �--�_, , _=� ...--I- I : I . 1', LIE YAls APPLY 10 Z. I AND 4 TRACK 11 I.. "' j�q R.w'.d Ry. vailn
<br />I I ( - . ,,, \ 11,11 0" ",
<br />,��::, __ -.--.---P/ 1 --1-7- 'I ,�, i Regsk1w,
<br />. =1 "I 0. "I I
<br />- I _7 ------ � 1 ,� - doNrGuRATioNs. . " ,
<br />- ,-, - __ - (� - �
<br />. - .- . " .. ..... � �ql OPI IOPML 2j SEE SHEETS 24 FOR ANCHOR l I l0l SPACNG, - .�N " _�I�,� '� 11 -
<br />- � - 1,.� -, __ ... , I I .
<br />P-4-OOK � .... .. - 3) SEE 7ABLES P-4 FOR RFINFORrl ��, 11� � "IN.-- 1� - * _�_ i
<br />1� Rl t - "... ... � I... - .L . _� � R.Wsi-
<br />1�) , , , V I _:� 't " , r". vi.d R3" ODIC I
<br />__ T ,: � " , " , � RECUIREMEl - � . 0.551(35 , -
<br />"L,41-- � I;r' LONG, 8 / . : � 4) CONTINUOUS ANCHOR Fll ITEM #9, IS IRFOVIRED - .)It .� 1� � . I
<br />PANEL MIDSPAN � / I . I - . , �ww
<br />. I ,., ---- -- ,- - I :
<br />� 1� ..... � , I I AT A�L FRAN F. ANOW)R LOCATIONS. - k - � 'a' 7 __� -_ � ----
<br />I I �. � 11 i- , -
<br />!LP_HOO� - � 5� PANEL WrDTH ODES NOT INCLUDE INTERLOCK OR . � a-;��3jj� -jr, : U -- -_ a l sy,
<br />IS - R NI . _--- - Ir ... __/ T � .. 11, .. tu :: 7"
<br />-
<br />�1� L EXTERIOP AS I RAGAL ADD -ON. -13 - I C� � -,- .HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />PLATE SIMS, PO-qM1 6�ALL REINFORCEMENTS ARE APPROXIMATELY THE 11 I. ;"
<br />#lox 1.141 PK)OK � I . s 'l,' ..., <: -� ---- -- ------ --- .. .
<br />I I , pt Cc) , I I aff&
<br />,
<br />1* L FULL.-ENGTH OPTHE EXTRUSION. REFER TGTEST ." " ". 1 1070 TECHNOLOGY DRWE r1ft
<br /> / I
<br />(11) @ 2-5-15' D.C. I I I 1.� "I REPOR IS FOR EXACT DWER81ONS. � " . .... i .. , ,�, I IV. VENICE, FT M275 VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />4 . " ,/, SS!ON �� I P.01 Box 1529
<br />� , I - I -
<br />i _,D,ETAIL 1 1 �j, I � I I I I 0, AOKO" FL _U274
<br />I - � � � . I sarI00"t v,awing %�
<br />I ; INTO WOOD I . A,LYNN,kAfL R.P,E. I - -1�: l
<br />4 -------- I . 1'. r V �_" 6 7 G5 - . T. OF A VTH, #29296 57012770/2870 ISNTS 5 OF 13 FLA-SGD570-0
<br />__ - - - . _ ... ___ . ............ . ... _ ___ . .......... � ... .... � ..... .. .. _,_____,_______ I � ---- _._,_____J I "'O'�` I 171
<br />I .__________.____-_._-
<br />I.....- ___
<br />11 2-TRACK CONFIGURATI I --I
<br />[i -_ ___�
<br />F - �. I I ' IDETAI C2
<br />. 61 1
<br />t __ 1_1 _LL['4IM1
<br />: NA
<br />. a, MAX, MAX. 1. 6E ,
<br />�
<br />� - - T- - � �-! -,---I
<br />.
<br />7- . . '" � L -)
<br />: i
<br />.
<br />—
<br />-1 - 11 A ; �. - 92-
<br />' ANCHOR T �-��A _6F
<br />' APPROX, 6% . � I ,' AIL 15] DAYLIGHT OPIENING Ill FCRNTU�A�,
<br />ANCHOR � NOWSTRUCTURAL - - .
<br /># _
<br />.FALIL
<br />�j
<br />�
<br />�',
<br />,
<br />_�]
<br />L
<br />,
<br />� I LOCATIONS FOR , \ THIS SHEETI ITHM SHE
<br />LOCATIONS FOR : o I WTDTFL PANEL WIDTH - 8.2116"
<br />� 1. -
<br />1-lih � . 4EXT. _L_ - : : BYPASS (HEAD & SILL) I -I------, -L- .I-- -1 p, HEIGHT. PANEL HEIGHT - a-vw
<br />4EXT. , POCKET : CONDITIONS- (--,- � , I f /_ \
<br />�
<br />I CONDITIONS. 21 _6. � � I --- I I I I
<br />MAX i -�- -- I- - _,-, -, -,-,- -� -- -- +_ - -, - -1 . ....... ... - - 0 f
<br />-1 __ - __- - � ANCIOIS NTO I F7 _, 1 ;- - - 4--.11 1 � 1 =14' . ,
<br />I I � , i, 1, � / I/ -, /f 'I,--, I 1\� \,- 3�; 4 - - PANEL WIDTH -- ----,
<br />12' MAX. O.G, P-HOOK. O.C., , fl 1, / " I 11. - - � ---
<br />- - , : � �
<br />., / ", . I I � t . I �-- DLO -
<br />I . . /. / / .. / I I I . - -1 I
<br />- I
<br />I I _ I - � ) � t, -, I I I DAWC�Kr IL___ -_ ___j I --- - r ---
<br />-F—J � I . T '_ r I
<br />11
<br />t I � - i I � � 0 - ____::7— ��
<br />v / I OPEl WIDTH �
<br />� /� - �/ I F I
<br />I , / // I . . DAYLIGHTI : I
<br />I
<br />I"/ / �. / , � . I � 1"4
<br />� I // , ;T, - 5 I
<br />Al' / -
<br />, I
<br />d4
<br />- ANCHOR @ CENTER OF (@ I ANCHOR C CENTER OF AiL 6 I I
<br />' F_ EACH PANEL- SEE TABLES / / /' ,6 OPENING,
<br />. � SHE ,
<br />PI�F
<br />A
<br />�
<br />It, C
<br />Flir�TAT. (@7 EACH PANEL, SEE TABLES ;�j / " / " , , I SHE HEIGHT 1 1 �
<br />I '1� /
<br />11 .
<br />/ " / /1 ,�� , � I
<br />___ I / I,/ � : i [TtF�tE� _U
<br />ON SHEETS 8 & 9. ON SHEETS a & P, / / i . .
<br />.1 ___ . I I L -
<br />I
<br />�
<br />. . EXITY ,,./ I . F
<br />� A j 1XI OR 10, . .X, I I I I
<br />, I �
<br />-, �// , . I
<br />I,
<br />"
<br />_911 1219" MIN. O.C. - Y/ / " 1 . PANELTYPE PANELTYPE I , I �
<br />. %/ " I ! 1 1 1 -
<br />I
<br />�� � � 2 ANCHORS @ CENTER OF ' --- 2 ANCHORS @ CENTER OF ) / P6C �� v1__ I I , I
<br />11 I EACH PANEL. SEE TABLES ON � . - EACH PANEL. SEE TABLES i/ BY / / 7 � . 'qt DETAIL I F AiL 2 ; . I
<br />SHEETS 8 a 9, 11 I"- ON SHEETS 8 & 9� � I SHEET 6j SHEET 5 1 �__ I � - I
<br />,( ,1 I EXT.V .� / OTHERS / , -Ill -
<br />EXTT I �/ , (UNDER / ,' ! . A L_ __ [T- PANEL
<br />I- N , 41 MIN, O.C. - 41 MIN. O.C. � ,1 /1.1 , __� <�j 'w 1 DETAIL 3 F' HEIGHT' DLO
<br />- ,/SEPARATE,.' , � �', f FS-KE-Er T I
<br />) ,"APPROVAL) ; . w
<br />12i9-MIW0.0 - [--- // 1, I/ .I.- / I./I . ; --v - -, r
<br />� / , . " ,� , I ./I .: I t
<br />� �
<br />. � . . , ; I
<br />4 . CLUSTER OF 3 �, /, , ,/ / / -, " . I 9 I
<br />�
<br />� .1 1� , I I , ,9D 6
<br />ffz� I -FILE TER OF 3 I". .' / , / !, . � L ' I
<br />/ / 11 , I !
<br />`US O,S,O,T, ' �� 114-1 i :
<br />C . 6
<br />, ANCHORS Q S WAICH LE � " i, I I __ INTERLOCK :
<br />, "T"'S S, .
<br />INTERSECTIONS. TERS E \ " / / , ;; I SHOWN I
<br />TABLES ON 'FEET, �' / / / / I
<br />I SEE TABLES ON . rt OF I CL OF -
<br />EXT.V l 1i I 6'MAX-
<br />. SHEETS 8 & S. E)CV,V PANEL 7 F_T_ ____) PANEL I L ;
<br />" , --,-,4. 1 1 , __
<br />, / )__ -,, I I I / ! ,,--\ _`1 (O HEAD
<br />, /
<br />, /
<br />, /
<br />, /
<br />1, /
<br />1__/ ._ , " , , I'll I I I � I � I . I e . � 4 _ - a SfLL)
<br />'��- 4" MIN. D.C. _/ :_ ;,-r k I I I , �I -I )__,_J_� _. i . I
<br />. � , 11
<br />4'W.RO_C'1 tHEAD & SILL) - I- .,L) It 1___T1j ,,-,< 1-_�, � l
<br />.
<br />1156�i "",I �' / . / / - Z\�__ (HEAD & SILL)
<br />" _
<br />
<br />i
<br />. �� � CLUSTER OF 5 . . . . . . . . CLUSTER OF 5 ANCHORS I/ . 1 2� - -
<br />- I DETAIL F
<br />. ANCHORS @ STILE I - fD_FTXL'6f IDETAIL __ - __ F _I
<br />__7 - ig� -STILE INTERSECTIONS. ELdS �HEE F �17 ,1 jHIS SHE"
<br />2.37v TYP. ! I INTEFISECTIONS. - SEE TABLES ON SHEETS
<br />�7-, —.- - 5FAil, H2 0-__0__ �TE___ FPT]=H
<br />__ SEE TABLES ON ", f H2
<br />EXT.T SHEETS 8 & 9. EXT.v l I-- - _� - - - C6+2 ANCHOR
<br />, f . t== ------- C3+1 ANCHOR CONFIGURA'FION SHO^
<br />31 IT MIN. O.C� �_ ---� �-- 4- MIN. O.G. CONFIGURATION S�IOWN; � /§�!4
<br />ISEE Al -_ (SEE APPUICASLE DIP
<br />WMAX. 6"MAX. TABLES 2, 3 OR 4) TABLES 2. 3 OR 4)
<br />'To END OF - (TO END OF NOTES:
<br />ATIA �"ED'AMB - I ATTACHED JAMB T) FOR CONFIGURATIONS, SEE SHEET 12.
<br />Ffi _LF7 I ANCHOR @ 2) FOR ANCHOR EDGE DISTANCE AND
<br />=
<br />4 �IA W . '0 F? J7 4 SILL ENDS, EMBEDMENT. SEE TABLE I SHEET 6.
<br />EXT,v A , EXT.T . 3) DAYLIGHT OPENING �DLO) FORMULAS;
<br />Wil PANEL WIDTH - "16- i
<br />NO TIE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGV EVANCE AND EMBEDMENT. HEIG, HT: PANEL HEIG4�`F . "Ji6l I I
<br />-
<br />11125�
<br />N11
<br />I
<br />. � +,
<br />I �_ 1, 11
<br />I -
<br />I , ,
<br />I I - � 1�11 I
<br />I
<br />"' �,
<br />f.37 ' I
<br />I . I ",
<br />EXT.V -1 '., , , T, 190,
<br />1 �_;
<br />`VEEPHOLE PATTERN g 24- O.C.
<br />WEEPHOLE PATTERN @ SILL ENDS
<br />-1-11 __
<br />— _ - -_
<br />� � . DETAIL 4] 1 DETAIL441
<br />�
<br />. 1: 1��q_NnONRY I :
<br />: -1 - INTO GO "I
<br />� i Ix BU&SMIF [
<br />I --,---.- ------ _�
<br />. TYP. ANCHOR TYPE, EMBEDMENT AND
<br />,
<br />MIN. 2.7 KSI CONCRETE Q r- EDGE DISTANCE PER SUBSTRATE.
<br />HEAD PERANCHOR 1 SEE TABLE 1, aHEET 6 TYP_ ANCHOR TYPE, EMBEDMENT AND
<br />REQUIMNifNT, sEt ,/p-3,w � ' -- EDGE DISTANCE PEP. SUBSTRATE,
<br />ITABLE 1 SHEET 6 1 _� DISTANCE -1 EDGE \ \ SEE TABLE 1, SIFFFT 6
<br />' rr1rA1ZG7 - EDGE 2-30*
<br />. I . _;Ii 'A . � DISTANCE .\ , , - ROW --I
<br />1 2 . I I ' I SPACING I r
<br />EMBED- . � I - !; , , � __ __ � .
<br />MEN7. - 17 , � - - 9� . f
<br />, � f ________�1_____, �� - ---.----
<br />I . . � , , t - - 4 , .11 - �- -
<br />____E. I - , :�� --c EMBED_
<br />_�7 - --7- �� � - - _:� I
<br />.
<br />I - _ - - I _J Im -,- _ - �,, -�-] - ,
<br />-4v ,=�_ e__ -
<br />.���m �_7�
<br />.� I �:z -
<br />-1 -i'__ , :�� i
<br />_��A_�� _
<br />, �_ �_ , .
<br />I - i I m.k,- i C 1
<br />51. . -, , Eii= L , p""
<br />; , f _� L`4'
<br />: 1/4'
<br />! , lii� I I 11 MAX ,:�,-.� � � ___� ---
<br />. IF q�,l wil �1 �.,_., A 111 _/ I vgr-ml * MAX.
<br />IiOR2X � , , 98 X,V4'SM
<br />.; 1�) A_&_!11 ! REINFORCFWNT SCREW
<br />WOOD 1-==k, 0 _��
<br />I I
<br />BUCKSTRIP, I[I \-C7 � 96-1 �� ; -
<br />I
<br />1 7 PFRSTL E�, LOCATED AT
<br />.
<br />�, i
<br />SEE I k,-., . � CEINTERLINE AND 6', T&
<br />11 - , r. ;
<br />NOTE, 4, .�, � 12- FROM ENDS (FACTORY
<br />I
<br />.
<br />- � :1 h 11
<br />h
<br />7 �, .� INSTALLED)
<br />., � I � I I I I I i � " "
<br />11.1
<br />I ,��. , " * . � - - / l ar. . .
<br />�� -�'.._ . I r-N,11 ,��",-S.
<br />, . .. '�
<br />, � V�c . .
<br />I , I 11� - RVMW W. D.I�.- R..I.blr
<br />-Z7 * � ", 5q�705 . 7�
<br />� r4o. �. -
<br />- : . -
<br />.
<br />- : ct, - � j Go 0-allsft1v 0� Ev
<br />:� , ,;�, I �jp a- -.-' quf �_ -7
<br />0 , .. . "
<br />I 4tjz� ANGHOR LOCATIONS (2 TRACKS) J ROSOWSKI
<br />, ,;� " S-ZA-re 0� .-, ,:,:-' - I
<br />, 0 ", .,,� ,
<br />, X\ " 1-,I.ORt0'-" 0 , , 1070 TECHNMMY CWIVE TW& l.
<br />I 11 I �
<br />I �� ...... ... ,I� � , N. VENICE, FL 34276 VINYL SGD INSTALLATION GUIDELINES 11118110
<br />-,,, Is'sl , XV 0 P.0- BOK MEW
<br />/�1?10N 0 MWOW, PL M274 swossAxlk, Shea pi� I
<br />IIIIII0 P" __T__
<br />A- LYNN M E I
<br />. P.Ed IL14'I"E I CL-mT_ ()FAvaf. Awx ,97012770/2870 Isile"T'S, 1 2 OF 13 1 FLA-SGD570-01 I
<br />i 11 � I .
<br />1. -,.,? . FOR
<br />: . /
<br />t . LOCKSTILES, ::
<br />: @��' R , ASTRAGALS, / 1 :: j
<br />: I / ; j .
<br />I . , : I ;1 .,
<br />; EXTERIOR I ... \ FD(rO STLES I .., � ;
<br />� . I �
<br />; AND , . �)
<br />/t,_1 . � . i z
<br />.
<br />,� 6 I \ HORIZOWAL / i J
<br />,\j _. i . \ I
<br />I I I \ RAILS :
<br />I � I I \ % / I I
<br />s . �
<br />;
<br />I L_ T[ : � i ,
<br />i
<br />I . , ; � SILL RISER VARIES
<br />� .
<br />w .
<br />��
<br />� . ... 2 11, ;I � WITH REOUIRFO
<br />I (9 ; POSITIVE DESIGN
<br />! . - z
<br />FRAME I C � , �_ q La . PRESSURE, SEE TABLE
<br />__: w - ?�
<br />: T .. - - SEE NOTES it . -, A, SHEETS 8 & a
<br />.
<br />L
<br />O .
<br />HEIGHT , : i PANEL j 3&G V) I I li-9)
<br />SEE : HEIGHT i I
<br />TABLES I - BELOW i X
<br />I .
<br />i 7 I i I @)
<br />2. 3 & 4 f r FRAME . � `___1 ; 2 3. .1 cii,
<br />0 HEI FIT - ' , � I � I
<br />'11-111 ; !
<br />.
<br />2- 1 . :
<br />I I (�,) i 4-51W
<br />I i /,J�� RISER 1 4-1116"
<br />. � 3_1W
<br />.
<br />I ��
<br />U [ � f T � I `- 1�
<br />, ,-_ i - � RISER
<br />I
<br />I ... � RISER
<br />I
<br />; 1 (4___3)4 1 l- -1 11�
<br />[ _DETAIL 4-1
<br />L�N
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />_
<br />r ' EDGE DISTANCE PER SUBSTRATE,
<br />, � SEE TABLE T SHEET 6
<br />2_316, -1 EDGE
<br />\ I Row :� DISTANCE -
<br /> . 11 � r! PA I CING I . . I I I
<br />_. . , 11 - 1.� I � I�L , 11.1 I I , I I
<br />� - .
<br />. 1� � r. I . , I I Ill - .
<br />1. . . . - -
<br />". I 1. S , , k , - �
<br />� . . -f -1 � w . 4 �, -.
<br />� I
<br />1
<br />.
<br />IE - �_ �_ ___ �
<br />.
<br />�Iw
<br />I X MAX
<br />I . I �
<br />TABLE 1, ANCHOR TYPES:
<br />TYF, ANC40R TYPE, EMBEDMENT AND
<br />EDGE DISTAXCE PER SUBSTRATE,
<br />SEE TABLE 1. SHEET 6
<br />EDGE
<br />---� L)I$TANM
<br />FDE�
<br />1_TN_r6 Awv_mwwl
<br />V81, MtU el
<br />ALUMINUM SUBSTRATE
<br />METAL SUBSTRATES TO FIF PROPERLY DESIGNED
<br />TO TRANSFER LOAD IMPOSED ON THEM
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE __\
<br />SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
<br />EDGE STRUCTURAL STEEL
<br />-1 DISTANCE ,'_\� SUBSTRATE
<br />� -
<br />_
<br />1 DETA L4
<br />L I!L
<br />TO STEEL
<br />METAL SUBSTRATE DETAILSSRMIN FOR READ
<br />ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
<br />EXCEPT POCKET �AMB)
<br />! I k,
<br />,i
<br />I I --(�6 �, f
<br />I __
<br />I F9 , ,4_�h ".1 j �. �
<br />,
<br />I 1
<br />62�_, i ,,, I ;. NOTES
<br />, - : _6 -
<br />- \ � - � 3 � -
<br />I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
<br />� ; I I
<br />I f.� I
<br />K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
<br />>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
<br />Q21) i (J4_1. i
<br />(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
<br />- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
<br />I
<br />I (1_5�_ 1 ��2 1 f 110
<br />i I i . __
<br />� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
<br />I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
<br />ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
<br />.
<br />11-_ --- ��, I I t , ,\1 \� NN 41'?�Q I/ Rv.twd W, 09W l
<br />I
<br />- - - - 1.1� _1 1, - 1-17 .___�,'��." . GROUT AS __ -, . I " ,�� _1111"��? "
<br />� . . . _ I 1�,� NEEDED� I -, __. - lf, -,�)' - eNSE' " I- __
<br />. .. I . . , .1 . I __ -D
<br />114' T ." - � . � � __�� . V4' 'C' . * I-
<br />. . . Ej . � - I"__ ��T- L , A,� , ,,, 1. �
<br />-
<br />� E �I �� __ �-_-_.Z- -.-- _- .
<br />L� --- � ' �-, �', - - - '. -_7_'�:f�� z -9- I40. - � jy, -
<br />_ , - � MIN. 2�1 KSI SHEET =::�_ - , , - - -
<br />. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
<br />I l
<br />MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
<br />. 1, 4 1 . NOT - ,;� : *
<br />PER E E 4w� � III -_ 5 Q
<br />- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
<br />[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
<br />NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
<br />TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
<br />, .. I --T—m-
<br />.
<br />�
<br />�
<br />AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
<br />SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
<br />I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
<br />, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
<br />, ...
<br />. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
<br />. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
<br />P1_4 58705 CEPT OF AUnl CSM 57012770/2870 NTS 6OF13 I7M1A'ft-SGD570-01!
<br />__ .---- -
<br />Ty Pe subwate Anchor . Minimum wn. Edge
<br />__ , - Embedment Distance
<br />______ -
<br /># 2 heet eWScrvw,IG,% I -Ts" T,I�
<br />P.T. Sauttmm Pine -
<br />($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
<br />1
<br />114* Elco Cirele-Nex SS4 1AIT 1-314"
<br />A -
<br />Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
<br />Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
<br />- - _
<br />A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
<br />I I = , Mly -
<br />Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
<br />C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
<br />__ - _____
<br />Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
<br />(AS TM -90) -
<br />114" Elco Crele-Flex SS4 i-14' 1.3141
<br />-
<br />CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
<br />Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
<br />T) � --,."-.,--- ___
<br />ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
<br />(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
<br />. _
<br />tq�YST-Ojy I
<br />., ie
<br />L_4_____A___j
<br />11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
<br />,
<br />E q P,12a'l I �w.
<br />CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
<br />\�., I I
<br />11-T-ilfl?" P7r)p.1-0'z
<br />FMA Keystone Certification Program
<br />Certification Authorization Report
<br />OAR & Product ID Number 190 - 263
<br />CAR Issue Date: 12114/201 0
<br />CAR Expiration Data: 11/1 1/2014
<br />Company Code: 190
<br />This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
<br />of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
<br />-1— :
<br />- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
<br />-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
<br />cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
<br />of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
<br />label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
<br />Company Information: Product Information:
<br />PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
<br />1070 Technology Dr. Operatoi Typa: SD
<br />PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
<br />Nokomis FL 34274 Pv1 ax 'A' idth: 203
<br />1 Mix Height: 96
<br />Referenced Standard: I Product Rating:
<br />ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No: FTL-6376/6377
<br />Test Re,�,ort Expirition: 1 1111112014
<br />Authorized Signature:
<br />"�?� Ill -7--
<br />, _
<br />. ,�
<br />Ilarcsia Fall_,. Presicril
<br />- �%,.kelslinecersconn
<br />Keystone Certifications. Inc.
<br />1790 Old Trail Road, Suite D
<br />Ett-rs, Pennsylvania 17219
<br />Phone: 717-922-850C,
<br />Fax; 717-9.32-15501
<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 D R: FL 5 0.
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />XXXX
<br />i or HM
<br />— - HVIIT _F_777TF_I I _T1 -F-----7--
<br />I
<br />: 111, ;
<br />I t _,��j I ,j -),i � " I �' - 1;,z
<br />, .
<br />L.
<br />I ............. ___ EDGE 11'.-i� ... L --'-
<br />I DISTANC - f . I I
<br />I FIXED PA
<br />i �
<br />I _ I ANDARC
<br />I DETAIL Sl
<br />2X AIDED SUCKSTl L I
<br />! CMBEDME - r X -D ST LE
<br />I OR FRAMING, SEE TYP. ANCHOR TYPE, EMBEDMENT .
<br />7 2X 0D - . ...... --.---..
<br />l 4. SF`FiFT 1 ,� _ AND EUG� 9'tl7ANCE PER SUBSTRATE, BUCKSTRIP I _.
<br />" _A6UE OR FRAMING. SEE .
<br />- L EDGE I__ "' SEE : - I� Sl G NOTE 4� $11.= ; I DETAIL 3 i
<br />I DKTAI,��
<br />-:_'4"- L ,/ -- - - I
<br />1 I - - � ' - _______--- 71 NON-STRUC7URA1_ L �no�-
<br />.. - ___ I �1_ -_:: - - - - ' I �/_ANCHOR
<br />Ell ( _1. .�7
<br />LIL '= I --]L"-
<br />,
<br />MEN ,�, - _-,
<br />- _ , __:� - --- IA'
<br />.
<br />, .- -
<br />FD _ET, k I C�l Ix OR 2X WOOD
<br />I INTO MASONRY - Bur.11CSTRip, SEE
<br />,
<br />j_ IX SUCKS-MIP NOTF4,SHLETI
<br />QUIRED IF DOOR ]�,:_ . . .- I /
<br />HEIGHT IS OVER 95^ ". lz�_, I .
<br />I ,_,_,, 1'�� i . ', CONCRETEICMU
<br />I I�� - � 11 - -, 14#�� - , , I I PERANCHOR
<br />� IN J-1. lrr,j , , " 'A , 7 I -,.' . REQUIREMENT
<br />11 �_' I ... ,,�,) i -. �
<br />1 I , ----' - L ,L1-;�'7_'---rr - -- I j1 - .- F EMBEDMENT
<br /> - � . ..... -JIL., . [Ill!
<br />�;� � KII, I 1 � �� � *iwomll
<br />-� I -1 , , I 'L, . ,
<br />11 % N�_�E I., i \ "" I ' TYP. ANCHOR TYPE, EMBEDMENT
<br />.
<br />.
<br />, .1 � : ei� , �j I I AND EDGE DISTANCE PER
<br />, 1 '' . " - SLffiSTRATE SCF TABLE 1, SHEET 6
<br />,
<br />,
<br />11
<br />Ll� , I C
<br />Mi-11 ...- I ... i ,
<br />3 #_-, - -,--- I ii . �./, "
<br />I - --.,.. I ��P,lIl , ,,.�� -----r-T
<br />I . . I , �
<br />111 (T)_ 1 , /�' � r ' % I
<br />. . ' �
<br />I INTERLOCK . -\I L I
<br />; 11 � . ,: if ' ' , - EDGE
<br />� .
<br />I , " - , ii& k�_Ei]� ---- _. I � .- Z I . ('/I - � ' � I DISTANCE
<br />: . I v I '.
<br />: - / I k " �
<br />f �/ V 1i I
<br />: * -
<br />: ,_ I - I I .
<br />I T-1 1, IF6)II, --- __'t
<br />� ,1 1.��/ ,
<br />I �- 114' M, AX, ,
<br />TYP. ANCHOR TYPE, EMBEDMENT
<br />-,.----- ____ - ____ - ___11 AND 5 - -- PE-
<br />.
<br />�;DETAIL,2 7��
<br />[ ,-Te 19
<br />...... [ - _;it_77�__ -__ I ------ � MAyr NOTES __ ,� , � � . 11�1 I�Ifj,_
<br />j i ---
<br />: � - - ,_ --I
<br />� . - _. T
<br />11 11 ��
<br />� " �
<br />"J,q I I.. 1. -
<br />P-kDOK , ��,�g �, -
<br />§) 7 HN� I I -1 . �
<br />C - �
<br />PLATE (12'LON '_�
<br />PANEL I r/jlt I __
<br />, - 11
<br />( - � 11 ::,...
<br />li@'11 RLINF. - / - - - � �_'� -
<br />PLATE Sl f9LN�_T
<br />I (�_ #10XI4f4" P-HOOK
<br />,� @ 2 -5/0' Q, C.
<br />i I I
<br />; � DETAIL I 1
<br />� I INTO INOOD _� I
<br />i______________._.._ . __j
<br />I
<br />) --\ i / /SUBSTRATE,SEETA61E ILSTIF�43
<br />I \ I ,/ -
<br />1, \,- -- ..Z i - - / T
<br />k I—L-11 i /(,
<br />-
<br />1. L � ,� :. ,/ EDGE
<br />11 I �
<br />LL
<br />-
<br />_1i _ � , ljj� , / � ' � ' DISTANCE
<br />I
<br />I L
<br />I ,;"ml _�
<br />.
<br />J I . I
<br />- , , ,
<br />.
<br />__, __ , 2-318"ROW
<br />� - _� '� .
<br />r= �!- _�, : - -
<br />I , � ... V , - . . SPACING
<br />� L' _N I ; , -
<br />I- . 131=1400-oll --I
<br />L�L 11 I I -
<br />I EMBED -
<br />I L .1
<br />: � , ' MENT
<br />11 I .
<br />� --- . � CbLNCRETEi0AU
<br />I '�, . . PERANCHOR
<br />REQUIREMENT ,
<br />I � �__ 114' MAX
<br />I
<br />[btTAIL 31
<br />LNTO �.A�. I
<br />__�
<br />, I" �yk,4l`l Mhz , I/ : ftyk.dgy: 0.1. __ -
<br />1) l AILS APPLY YO 2, 3 AND 4 MA�F \ ____ _ Revimbn:
<br />IT , CONFIGURATIONS. I "I .1. 4,�q "I
<br />I " - ,
<br />,)'lOT'f1ONAL L ' Z�'.-' Cej,ISP "
<br />2) SEE SHEETS 24 FOR ANtHOR LOCATION &SPACING, r - -. I . :1
<br />-�. 151- _� I
<br />� I _-� ,��, - ,,� - '.. * . � �
<br />3) SEE 7ABLFS 2-4 FORREWFORCEMEW " " . 1� R.,?.d Ity- Mfe: RevIsbri;
<br />RECUIREMENTS. �-7 ',-:. t�(). 557C35 ,_ :�
<br />CCONTINUOUS ANCHOR PLAT E, ITEM #8, IS RF�Ull I - -�< -' -
<br />=� ZT ALL FRAME ANCHOR LOCATIONS. I- : � � � - = _1 __... ____
<br />i- *
<br />.
<br />- _A 5� PANEL WIDTH DOES NOT INCLUDE NTERLOCK OR :I --. a .3ill )-�J�- " w Z l 6�
<br />EXTERIOR AST RAGAt ADD- ON - 13 - .. LU:_- HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />�7 -,, �', �jF 101F ., -
<br />,, jI_ �
<br />ELY THE �, _,�T; __ ......... .
<br />$)ALL REINFORCEMENTS ARE APPROXIMAT ,� , I _
<br />FULL LENGTH OFTHE EXTRUSION. REFER TOTCST ? , , , �,� 770ft" -
<br />� I—[ F �� . , �, '. 1070 TECHNOLOGY DRM D.Il,.
<br />I \ REPORTS FOR FXAC I Dil , _ , �p 9 VENICE, FL 34275
<br />,
<br />�/ , , 1 VINYL SGD INSTALLATION GUIDELINES 11118/10
<br />1 ""�,()"4�, F. a. BOX 152a 1
<br />,;I'''' " NOKOMI�, FL 34274 SEARWv0dw Asov No. R.,
<br />I , , - - - I -
<br />I A, t YNN MR 1,,ER, P,F. 4MFR r, OF A 077 f #ZqZ96 5701277012870 1 NTS I LA-SGD570-01
<br />L ............ ___ _pF_#,s67`§
<br />— -- ---- ____ - _.- � - - - --------- - - - ---------I- --_'_'_-_
<br />.
<br />_ -
<br />_-
<br />I jp�TAIL 2A . -1 � , "' - -
<br />-
<br />I DETAIL I! __.E_TAi - FDET;klL 3; IX OR 2X WOOD
<br />L11410 MASC�lr,Ry 1: TERLO M05M, ONRY
<br />IN I
<br />- . * L M4 _-�11 -
<br />, Ix E
<br />CONCPE'l - YP. Al TYPE, EMBEDMENT AND tl __ AFOUIRFID IF l _. - �xr BUC4<5Tl / NOTF4,SHEET1
<br />- / I l PER SUBSTRATE, SEE TABLE 1. SHEET� -�) "' � ,%N .
<br />PERANGf1nR , 4 _\11FtGHT IS OVER 96" r , .
<br />� , Fj lciF , �, \.- ,�� , , - 1, � I
<br />REQUIRENIENT 7� , ��6,'ASIRAGAILACCION ,/" , - ,�. '_ ., CONCRFTEfCl j
<br />STANCE 1� " 1 '765) N _� I 11-11-I.- ��.n I PERANGHOR
<br />I '.. , , �/ ,,, `�� I - ... . I—. 1 ' ' ' .
<br />1 1. 2, �,� .
<br />, I � � NON-RTRUCTURAL .1 I ; TRAGAL ADD -ON REll , , \ I 'A - REQUIREMENT
<br />.1, .., � -11 / / K
<br />1-1 �1_ .1. .
<br />" � DI " , , - -1 ..,., _� ' � AS �9@)__ . -_ - - - I
<br />121 �', - ji I I . I /__ AWHOR le. - I __ '. - . � � W., I - L_
<br />4 I 1 . � ,, (40--� ,--- -`/ rii)- . ..... . I I . � ,
<br />'= I ,�, -, — - , -- . _..� i �.j , � � . - -
<br />Er,1BED- - ' . , . , " I ��, -_� I v I __,_,� #IGX2-1j2'1SMS _ .1 'L�- � - .
<br />MENU � ' ' Nt , ."\ ,�, rr I RENFOR'� a . - __ - �. .'.. - �_�Ugl 1,:! . �
<br />.: �,, , , ` I—' ', �, -_ EMEW SCREW; 5 " I I . - '(0, ( j � . j EMBEDMENT
<br />� , ! _ I " 11 �, I I "I .
<br />j , � , � � � � /-�20)OPTICNAL, , � 1 ,
<br />� � - 1, 'I F ,-, PER ASI RAGA�. I 1 ; 11 z , i
<br />zz- I . . _�W
<br />- i F__ ___::�. �! I . /_kw.'�QUALLY-SPACEDANCr I : - ___ IJ - .. I . . . �
<br />4 7____T=__1__T "' 4;��-_, L=/. -, �, - %, q� . om",
<br />_____�_�'�� =1 , ,__ -- - -1 1
<br />14' I '�7� 2 `�,- , - ,"� � I - FROM ENDS (FACTORY , - .. - I TYR ANCHOR TYPE, EMBEDMENT
<br />, -_- --
<br />i 't 11 � - ;��; �L f, I I " . I..... .-.--.-. . / INSTAI I ED), L;-:�:�.'� .1-1 - - - - yl� . , � I ,
<br />�_ � ,
<br />, " j
<br />I ".�; � L__" '.
<br />g
<br />;�t , _
<br />__.. - � L I � �.-- AM) EDGE DISTANCE PER
<br />- "
<br />_ �� - -
<br />" _
<br />MAX. __ - ,_, __ = _.." _7� ----\ _:7v� �, '_ SUBSTRAT
<br />i-J), - \ a:_� 01, LI I \8,-\
<br />"f — ,�F— -.--- __ ,. I , - . s
<br />/ ---I- I � - ___- I_ I .._,;:_===--_-','_ -
<br />— �JLI I , — ,� — I "' 11
<br />- -1 , -.1.11. -_ .. .. '. E, SEE TABLE 1, SHEET B
<br />I __ � i, -- — RI.,--4—_--- --- -'- _j _ . -E----=-=--_1__ _�_ � I . I/ ,
<br />(;�11 j 10 07 W, , , , -, - 11�;r I i
<br />Ir
<br />- /
<br />z!0 -1
<br />POCI<ET
<br />P-HOOK
<br />- :
<br />( I i ��--, ", ; �__
<br />�
<br />�
<br />FOR �j :
<br />.
<br />LOCKSMI,l !
<br />.
<br />ASTR,AGALS. I :
<br />FIXED __ , __ I ,
<br />S I �LES A'ID �,-
<br />HORIZON7AI , -
<br />XAIL,; :
<br />� I � " ii�!)) I I
<br />.,
<br />_�� " I '��--'-:'-' SEE NOTES
<br />. 3&6
<br />A
<br />i - - - _.� BE LOW
<br />.
<br />:
<br />;
<br />l (
<br />\ 11� � � ..... - - I �__ _. .
<br />� i ! 11��__ . I I
<br />11 ____ 1 --- (11_____ - � .
<br />r . i " _1 - I
<br />-I'll.. t NIP[ I ,_ ,-- mftmu, �
<br />- -------- L �., __ .— � JtR .. .... _,_= I— �= �� a : . 11CA17 I I % . �
<br />� ___ I 1. � — - _.... - I
<br />V�� .. : I - - -_ -_ -_ - - ,_' __11 . � , �
<br />I
<br />1 .11�__4___ .. I �, C7�__ 1 1 / I . I , 1.
<br />, ,� -
<br />.
<br />/ ., , , I: - _ I -_ I I . �� ,�, A ! � I
<br />0�tl_ ,., ____ I L jJ-6,) INTERLOCK 11 - I -! /U -
<br />90,./ _-, 11 1 ,, EXTERIOR _' I 1- ._:� - 'I . . EDGE
<br />- - 'RA�m � �_� 'r -_6o_iSC'-R"r'-EN-- � '-'�j � , ' - - . � DISTANCE
<br />�
<br />- ___ ,_ 1 �s _T �k _�� a
<br />, e
<br />`�_,_ I J_L r /.. / , I I . ��
<br />i �\,/ (r4� I I
<br />1� ,-. � _. i .
<br />- - I .- 1. -
<br />l l %I- '_ 42) ( - / \�,� - , 1� - 1,
<br />V41 A �
<br />,_� tr� - -1.
<br />PANEl - - ___11 - ____ PANELWIDTH - ------------ _�:�, � / 11 I- " MAY,
<br />L- 114� * �
<br />. - 11.1-. DOOR FRAME WIDTH ---- -- -- ---- I -
<br />�___ __ . .- DOORFRAMEWIDTH -------------------- -- I TYP. ANCHOR TYPE, EMBEDMENT
<br />: 1\ I- ___ --i /- AND EDGE DISTANCE PER
<br />..- - \ =�'��, 1
<br />114- MAX --� : 7- / SUBSTRATE, SEE TABLI� 1, 8HEET6
<br />� ,-, 1:�p I I
<br />- I
<br />f
<br />_� I :
<br />. .
<br />DISTANCE I I r - - I ,,, -- . j � ., / ... E
<br />. I 1 -
<br />I , � D7 ___ __ -7
<br />T_ , , ,_ � I . A . /"
<br />EDGE i I
<br />:
<br />�
<br />,
<br />�' � � : IRI X 3WSMS RENFORCEMEITT ,=_--jr7 -------- jkzr�� - ". , _ ; -1 � .
<br />,-- -
<br />.� -1 , - .--- I SCREW, 3 PER l LOCATED - ____ ---- --- 4 �
<br />_ 51 1; -- _ A j I I I . .
<br />I - I . 1� __1 AT CEN7ERI_NF. AND 9'FROM I � �1- .
<br />1 .1 .. ��_�71 1
<br />,
<br />,- __ - a '.0w,111 lk
<br />i : : - -_ - ,
<br />,6 "I ��� ____ __ �
<br />r L ENDS (FACTORY INSTALLED) NIL ___ i ; ,
<br />. .. '.. r Al I --- :: �� . - I 0 , �
<br />i .!�_ I -1 -� � I
<br />: �� I I I � 11 - - =�i ,� .
<br />I
<br />: FOR � 2-319"ROW . � i I I L , I - - - -- ------------ �__
<br />,� , -
<br />I tNTE TYP ANCHORTYPE, SPACING .1� . , f - kll /-1:@2) L�_1.L=L1__'_ �'-. � j .
<br />�' 4 ��-_,, -,' �-:-i-l__' . 2-118"ROW
<br />PLCIC�- I l - I I... --'I- - �
<br />I 1`1.413�- rl AND EDGE � I ,I� z 4, ]__!_�� -----,.-::--_M�= I ;;_2� _._=� i,,�Kj' 1� . . SPACING
<br />____ 1. (�_'i . . . i'l,", i � _. 4�_�_, . : r I � j .. I I
<br />i --- -
<br />ll ( = � I _�L - , I _
<br />-
<br />.- OtSIAN4UL .PER SUaSTRATE,-, ' �� "! I 1 j I F77=1 --i - � - jj ..
<br />- ��, �, I SIEF TABLE 1, SI4EF- 6 1 , r�_ ; � - . . .
<br />� . i _ ,�,-;�7 �� - I .
<br />i � 11.1 1. � i . awaw&l I
<br />: . I "'r, F Il I I - I I
<br />; _ ...
<br />� � -1 I , 'I"i i I- . it ::;;;� __ I L,� .... � i , . . ;
<br />I ,/, - . -_ - 1�_,__z , -1 El
<br />f I EDGE � � I . r _ _/ �E:�;� _
<br />i DISTANCE I I r , I - FIXED PANEL CLIP ,)� F7 _T_ I - , I .,, �, . , ' MENT
<br />p �� � _.. - AND ANC -ORS, Srr - - I ... -_ . , CONCRETE[CMU
<br />� I- ". 11 � I � � - DETAIL SHEET 7 ��,�_/ 91� �r I -, , I '; . PER ANCHOR
<br />I 2X WOO[) 8IJQKSTR;P . ' ; � STANDARD SCREEN .,- ^ I ,
<br />�
<br />- . - r]Xf,,) STILE F .
<br />0 R F FAM ING, S E C EMB E DWE N T 4__.� � li REOURIE'l
<br />i NOTE 4, S�iEET i TYP. ANCHOR TYPE,EMBE Dl f . . __..._1_ � EXTERIOR I - I �_- 1A"MAX.
<br />I /- AND �EUGE 0�1�,-ANCE PER SUBSTRAT E 2X WOOD BUCKS TRIP -- 1. � .... PANEI-WIDTH - --- � 4 11?��
<br />5 I ON �RAWNG SEE ___1 --- _6�T___
<br />s DIST;NCE ; / 11 ____0 7�,_� [ AIL 3�
<br />�_- /1 " -C F 4, SHEET C ' EtkiL ' ' `�
<br />- EDGE SE , TAOT! I NO rE 41 �HL.71 [_D 3 � !:DETAIL 2
<br />: � . �__ -.11 -
<br />------ - _. .
<br />I., __ .__ � , -..", __ - NCIIN�S fRUCT URAL L��,DD �� 'IT Ric- [ INTO MASR�R�Y
<br />� [:LL=
<br />�-.-- � _ I z _ ___',
<br />I __._-qjy , ----,- - I I -ANCHOR
<br />EMBED- - __ --4, ;,---,--.---,----I "I �.
<br />-
<br />MLN; --_-_�!::::�-_:�__: - 1W
<br /> ........ - I I - __ ',�; -'( �I� Ij Ili,,,_
<br />.F. - �� " _ _��7_7' - MAX 4Cf-,ES 10 ,
<br />: _, �--�_, , _=� ...--I- I : I . 1', LIE YAls APPLY 10 Z. I AND 4 TRACK 11 I.. "' j�q R.w'.d Ry. vailn
<br />I I ( - . ,,, \ 11,11 0" ",
<br />,��::, __ -.--.---P/ 1 --1-7- 'I ,�, i Regsk1w,
<br />. =1 "I 0. "I I
<br />- I _7 ------ � 1 ,� - doNrGuRATioNs. . " ,
<br />- ,-, - __ - (� - �
<br />. - .- . " .. ..... � �ql OPI IOPML 2j SEE SHEETS 24 FOR ANCHOR l I l0l SPACNG, - .�N " _�I�,� '� 11 -
<br />- � - 1,.� -, __ ... , I I .
<br />P-4-OOK � .... .. - 3) SEE 7ABLES P-4 FOR RFINFORrl ��, 11� � "IN.-- 1� - * _�_ i
<br />1� Rl t - "... ... � I... - .L . _� � R.Wsi-
<br />1�) , , , V I _:� 't " , r". vi.d R3" ODIC I
<br />__ T ,: � " , " , � RECUIREMEl - � . 0.551(35 , -
<br />"L,41-- � I;r' LONG, 8 / . : � 4) CONTINUOUS ANCHOR Fll ITEM #9, IS IRFOVIRED - .)It .� 1� � . I
<br />PANEL MIDSPAN � / I . I - . , �ww
<br />. I ,., ---- -- ,- - I :
<br />� 1� ..... � , I I AT A�L FRAN F. ANOW)R LOCATIONS. - k - � 'a' 7 __� -_ � ----
<br />I I �. � 11 i- , -
<br />!LP_HOO� - � 5� PANEL WrDTH ODES NOT INCLUDE INTERLOCK OR . � a-;��3jj� -jr, : U -- -_ a l sy,
<br />IS - R NI . _--- - Ir ... __/ T � .. 11, .. tu :: 7"
<br />-
<br />�1� L EXTERIOP AS I RAGAL ADD -ON. -13 - I C� � -,- .HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />PLATE SIMS, PO-qM1 6�ALL REINFORCEMENTS ARE APPROXIMATELY THE 11 I. ;"
<br />#lox 1.141 PK)OK � I . s 'l,' ..., <: -� ---- -- ------ --- .. .
<br />I I , pt Cc) , I I aff&
<br />,
<br />1* L FULL.-ENGTH OPTHE EXTRUSION. REFER TGTEST ." " ". 1 1070 TECHNOLOGY DRWE r1ft
<br /> / I
<br />(11) @ 2-5-15' D.C. I I I 1.� "I REPOR IS FOR EXACT DWER81ONS. � " . .... i .. , ,�, I IV. VENICE, FT M275 VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />4 . " ,/, SS!ON �� I P.01 Box 1529
<br />� , I - I -
<br />i _,D,ETAIL 1 1 �j, I � I I I I 0, AOKO" FL _U274
<br />I - � � � . I sarI00"t v,awing %�
<br />I ; INTO WOOD I . A,LYNN,kAfL R.P,E. I - -1�: l
<br />4 -------- I . 1'. r V �_" 6 7 G5 - . T. OF A VTH, #29296 57012770/2870 ISNTS 5 OF 13 FLA-SGD570-0
<br />__ - - - . _ ... ___ . ............ . ... _ ___ . .......... � ... .... � ..... .. .. _,_____,_______ I � ---- _._,_____J I "'O'�` I 171
<br />I .__________.____-_._-
<br />I.....- ___
<br />11 2-TRACK CONFIGURATI I --I
<br />[i -_ ___�
<br />F - �. I I ' IDETAI C2
<br />. 61 1
<br />t __ 1_1 _LL['4IM1
<br />: NA
<br />. a, MAX, MAX. 1. 6E ,
<br />�
<br />� - - T- - � �-! -,---I
<br />.
<br />7- . . '" � L -)
<br />: i
<br />.
<br />—
<br />-1 - 11 A ; �. - 92-
<br />' ANCHOR T �-��A _6F
<br />' APPROX, 6% . � I ,' AIL 15] DAYLIGHT OPIENING Ill FCRNTU�A�,
<br />ANCHOR � NOWSTRUCTURAL - - .
<br /># _
<br />.FALIL
<br />�j
<br />�
<br />�',
<br />,
<br />_�]
<br />L
<br />,
<br />� I LOCATIONS FOR , \ THIS SHEETI ITHM SHE
<br />LOCATIONS FOR : o I WTDTFL PANEL WIDTH - 8.2116"
<br />� 1. -
<br />1-lih � . 4EXT. _L_ - : : BYPASS (HEAD & SILL) I -I------, -L- .I-- -1 p, HEIGHT. PANEL HEIGHT - a-vw
<br />4EXT. , POCKET : CONDITIONS- (--,- � , I f /_ \
<br />�
<br />I CONDITIONS. 21 _6. � � I --- I I I I
<br />MAX i -�- -- I- - _,-, -, -,-,- -� -- -- +_ - -, - -1 . ....... ... - - 0 f
<br />-1 __ - __- - � ANCIOIS NTO I F7 _, 1 ;- - - 4--.11 1 � 1 =14' . ,
<br />I I � , i, 1, � / I/ -, /f 'I,--, I 1\� \,- 3�; 4 - - PANEL WIDTH -- ----,
<br />12' MAX. O.G, P-HOOK. O.C., , fl 1, / " I 11. - - � ---
<br />- - , : � �
<br />., / ", . I I � t . I �-- DLO -
<br />I . . /. / / .. / I I I . - -1 I
<br />- I
<br />I I _ I - � ) � t, -, I I I DAWC�Kr IL___ -_ ___j I --- - r ---
<br />-F—J � I . T '_ r I
<br />11
<br />t I � - i I � � 0 - ____::7— ��
<br />v / I OPEl WIDTH �
<br />� /� - �/ I F I
<br />I , / // I . . DAYLIGHTI : I
<br />I
<br />I"/ / �. / , � . I � 1"4
<br />� I // , ;T, - 5 I
<br />Al' / -
<br />, I
<br />d4
<br />- ANCHOR @ CENTER OF (@ I ANCHOR C CENTER OF AiL 6 I I
<br />' F_ EACH PANEL- SEE TABLES / / /' ,6 OPENING,
<br />. � SHE ,
<br />PI�F
<br />A
<br />�
<br />It, C
<br />Flir�TAT. (@7 EACH PANEL, SEE TABLES ;�j / " / " , , I SHE HEIGHT 1 1 �
<br />I '1� /
<br />11 .
<br />/ " / /1 ,�� , � I
<br />___ I / I,/ � : i [TtF�tE� _U
<br />ON SHEETS 8 & 9. ON SHEETS a & P, / / i . .
<br />.1 ___ . I I L -
<br />I
<br />�
<br />. . EXITY ,,./ I . F
<br />� A j 1XI OR 10, . .X, I I I I
<br />, I �
<br />-, �// , . I
<br />I,
<br />"
<br />_911 1219" MIN. O.C. - Y/ / " 1 . PANELTYPE PANELTYPE I , I �
<br />. %/ " I ! 1 1 1 -
<br />I
<br />�� � � 2 ANCHORS @ CENTER OF ' --- 2 ANCHORS @ CENTER OF ) / P6C �� v1__ I I , I
<br />11 I EACH PANEL. SEE TABLES ON � . - EACH PANEL. SEE TABLES i/ BY / / 7 � . 'qt DETAIL I F AiL 2 ; . I
<br />SHEETS 8 a 9, 11 I"- ON SHEETS 8 & 9� � I SHEET 6j SHEET 5 1 �__ I � - I
<br />,( ,1 I EXT.V .� / OTHERS / , -Ill -
<br />EXTT I �/ , (UNDER / ,' ! . A L_ __ [T- PANEL
<br />I- N , 41 MIN, O.C. - 41 MIN. O.C. � ,1 /1.1 , __� <�j 'w 1 DETAIL 3 F' HEIGHT' DLO
<br />- ,/SEPARATE,.' , � �', f FS-KE-Er T I
<br />) ,"APPROVAL) ; . w
<br />12i9-MIW0.0 - [--- // 1, I/ .I.- / I./I . ; --v - -, r
<br />� / , . " ,� , I ./I .: I t
<br />� �
<br />. � . . , ; I
<br />4 . CLUSTER OF 3 �, /, , ,/ / / -, " . I 9 I
<br />�
<br />� .1 1� , I I , ,9D 6
<br />ffz� I -FILE TER OF 3 I". .' / , / !, . � L ' I
<br />/ / 11 , I !
<br />`US O,S,O,T, ' �� 114-1 i :
<br />C . 6
<br />, ANCHORS Q S WAICH LE � " i, I I __ INTERLOCK :
<br />, "T"'S S, .
<br />INTERSECTIONS. TERS E \ " / / , ;; I SHOWN I
<br />TABLES ON 'FEET, �' / / / / I
<br />I SEE TABLES ON . rt OF I CL OF -
<br />EXT.V l 1i I 6'MAX-
<br />. SHEETS 8 & S. E)CV,V PANEL 7 F_T_ ____) PANEL I L ;
<br />" , --,-,4. 1 1 , __
<br />, / )__ -,, I I I / ! ,,--\ _`1 (O HEAD
<br />, /
<br />, /
<br />, /
<br />, /
<br />1, /
<br />1__/ ._ , " , , I'll I I I � I � I . I e . � 4 _ - a SfLL)
<br />'��- 4" MIN. D.C. _/ :_ ;,-r k I I I , �I -I )__,_J_� _. i . I
<br />. � , 11
<br />4'W.RO_C'1 tHEAD & SILL) - I- .,L) It 1___T1j ,,-,< 1-_�, � l
<br />.
<br />1156�i "",I �' / . / / - Z\�__ (HEAD & SILL)
<br />" _
<br />
<br />i
<br />. �� � CLUSTER OF 5 . . . . . . . . CLUSTER OF 5 ANCHORS I/ . 1 2� - -
<br />- I DETAIL F
<br />. ANCHORS @ STILE I - fD_FTXL'6f IDETAIL __ - __ F _I
<br />__7 - ig� -STILE INTERSECTIONS. ELdS �HEE F �17 ,1 jHIS SHE"
<br />2.37v TYP. ! I INTEFISECTIONS. - SEE TABLES ON SHEETS
<br />�7-, —.- - 5FAil, H2 0-__0__ �TE___ FPT]=H
<br />__ SEE TABLES ON ", f H2
<br />EXT.T SHEETS 8 & 9. EXT.v l I-- - _� - - - C6+2 ANCHOR
<br />, f . t== ------- C3+1 ANCHOR CONFIGURA'FION SHO^
<br />31 IT MIN. O.C� �_ ---� �-- 4- MIN. O.G. CONFIGURATION S�IOWN; � /§�!4
<br />ISEE Al -_ (SEE APPUICASLE DIP
<br />WMAX. 6"MAX. TABLES 2, 3 OR 4) TABLES 2. 3 OR 4)
<br />'To END OF - (TO END OF NOTES:
<br />ATIA �"ED'AMB - I ATTACHED JAMB T) FOR CONFIGURATIONS, SEE SHEET 12.
<br />Ffi _LF7 I ANCHOR @ 2) FOR ANCHOR EDGE DISTANCE AND
<br />=
<br />4 �IA W . '0 F? J7 4 SILL ENDS, EMBEDMENT. SEE TABLE I SHEET 6.
<br />EXT,v A , EXT.T . 3) DAYLIGHT OPENING �DLO) FORMULAS;
<br />Wil PANEL WIDTH - "16- i
<br />NO TIE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGV EVANCE AND EMBEDMENT. HEIG, HT: PANEL HEIG4�`F . "Ji6l I I
<br />-
<br />11125�
<br />N11
<br />I
<br />. � +,
<br />I �_ 1, 11
<br />I -
<br />I , ,
<br />I I - � 1�11 I
<br />I
<br />"' �,
<br />f.37 ' I
<br />I . I ",
<br />EXT.V -1 '., , , T, 190,
<br />1 �_;
<br />`VEEPHOLE PATTERN g 24- O.C.
<br />WEEPHOLE PATTERN @ SILL ENDS
<br />-1-11 __
<br />— _ - -_
<br />� � . DETAIL 4] 1 DETAIL441
<br />�
<br />. 1: 1��q_NnONRY I :
<br />: -1 - INTO GO "I
<br />� i Ix BU&SMIF [
<br />I --,---.- ------ _�
<br />. TYP. ANCHOR TYPE, EMBEDMENT AND
<br />,
<br />MIN. 2.7 KSI CONCRETE Q r- EDGE DISTANCE PER SUBSTRATE.
<br />HEAD PERANCHOR 1 SEE TABLE 1, aHEET 6 TYP_ ANCHOR TYPE, EMBEDMENT AND
<br />REQUIMNifNT, sEt ,/p-3,w � ' -- EDGE DISTANCE PEP. SUBSTRATE,
<br />ITABLE 1 SHEET 6 1 _� DISTANCE -1 EDGE \ \ SEE TABLE 1, SIFFFT 6
<br />' rr1rA1ZG7 - EDGE 2-30*
<br />. I . _;Ii 'A . � DISTANCE .\ , , - ROW --I
<br />1 2 . I I ' I SPACING I r
<br />EMBED- . � I - !; , , � __ __ � .
<br />MEN7. - 17 , � - - 9� . f
<br />, � f ________�1_____, �� - ---.----
<br />I . . � , , t - - 4 , .11 - �- -
<br />____E. I - , :�� --c EMBED_
<br />_�7 - --7- �� � - - _:� I
<br />.
<br />I - _ - - I _J Im -,- _ - �,, -�-] - ,
<br />-4v ,=�_ e__ -
<br />.���m �_7�
<br />.� I �:z -
<br />-1 -i'__ , :�� i
<br />_��A_�� _
<br />, �_ �_ , .
<br />I - i I m.k,- i C 1
<br />51. . -, , Eii= L , p""
<br />; , f _� L`4'
<br />: 1/4'
<br />! , lii� I I 11 MAX ,:�,-.� � � ___� ---
<br />. IF q�,l wil �1 �.,_., A 111 _/ I vgr-ml * MAX.
<br />IiOR2X � , , 98 X,V4'SM
<br />.; 1�) A_&_!11 ! REINFORCFWNT SCREW
<br />WOOD 1-==k, 0 _��
<br />I I
<br />BUCKSTRIP, I[I \-C7 � 96-1 �� ; -
<br />I
<br />1 7 PFRSTL E�, LOCATED AT
<br />.
<br />�, i
<br />SEE I k,-., . � CEINTERLINE AND 6', T&
<br />11 - , r. ;
<br />NOTE, 4, .�, � 12- FROM ENDS (FACTORY
<br />I
<br />.
<br />- � :1 h 11
<br />h
<br />7 �, .� INSTALLED)
<br />., � I � I I I I I i � " "
<br />11.1
<br />I ,��. , " * . � - - / l ar. . .
<br />�� -�'.._ . I r-N,11 ,��",-S.
<br />, . .. '�
<br />, � V�c . .
<br />I , I 11� - RVMW W. D.I�.- R..I.blr
<br />-Z7 * � ", 5q�705 . 7�
<br />� r4o. �. -
<br />- : . -
<br />.
<br />- : ct, - � j Go 0-allsft1v 0� Ev
<br />:� , ,;�, I �jp a- -.-' quf �_ -7
<br />0 , .. . "
<br />I 4tjz� ANGHOR LOCATIONS (2 TRACKS) J ROSOWSKI
<br />, ,;� " S-ZA-re 0� .-, ,:,:-' - I
<br />, 0 ", .,,� ,
<br />, X\ " 1-,I.ORt0'-" 0 , , 1070 TECHNMMY CWIVE TW& l.
<br />I 11 I �
<br />I �� ...... ... ,I� � , N. VENICE, FL 34276 VINYL SGD INSTALLATION GUIDELINES 11118110
<br />-,,, Is'sl , XV 0 P.0- BOK MEW
<br />/�1?10N 0 MWOW, PL M274 swossAxlk, Shea pi� I
<br />IIIIII0 P" __T__
<br />A- LYNN M E I
<br />. P.Ed IL14'I"E I CL-mT_ ()FAvaf. Awx ,97012770/2870 Isile"T'S, 1 2 OF 13 1 FLA-SGD570-01 I
<br />i 11 � I .
<br />1. -,.,? . FOR
<br />: . /
<br />t . LOCKSTILES, ::
<br />: @��' R , ASTRAGALS, / 1 :: j
<br />: I / ; j .
<br />I . , : I ;1 .,
<br />; EXTERIOR I ... \ FD(rO STLES I .., � ;
<br />� . I �
<br />; AND , . �)
<br />/t,_1 . � . i z
<br />.
<br />,� 6 I \ HORIZOWAL / i J
<br />,\j _. i . \ I
<br />I I I \ RAILS :
<br />I � I I \ % / I I
<br />s . �
<br />;
<br />I L_ T[ : � i ,
<br />i
<br />I . , ; � SILL RISER VARIES
<br />� .
<br />w .
<br />��
<br />� . ... 2 11, ;I � WITH REOUIRFO
<br />I (9 ; POSITIVE DESIGN
<br />! . - z
<br />FRAME I C � , �_ q La . PRESSURE, SEE TABLE
<br />__: w - ?�
<br />: T .. - - SEE NOTES it . -, A, SHEETS 8 & a
<br />.
<br />L
<br />O .
<br />HEIGHT , : i PANEL j 3&G V) I I li-9)
<br />SEE : HEIGHT i I
<br />TABLES I - BELOW i X
<br />I .
<br />i 7 I i I @)
<br />2. 3 & 4 f r FRAME . � `___1 ; 2 3. .1 cii,
<br />0 HEI FIT - ' , � I � I
<br />'11-111 ; !
<br />.
<br />2- 1 . :
<br />I I (�,) i 4-51W
<br />I i /,J�� RISER 1 4-1116"
<br />. � 3_1W
<br />.
<br />I ��
<br />U [ � f T � I `- 1�
<br />, ,-_ i - � RISER
<br />I
<br />I ... � RISER
<br />I
<br />; 1 (4___3)4 1 l- -1 11�
<br />[ _DETAIL 4-1
<br />L�N
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />_
<br />r ' EDGE DISTANCE PER SUBSTRATE,
<br />, � SEE TABLE T SHEET 6
<br />2_316, -1 EDGE
<br />\ I Row :� DISTANCE -
<br /> . 11 � r! PA I CING I . . I I I
<br />_. . , 11 - 1.� I � I�L , 11.1 I I , I I
<br />� - .
<br />. 1� � r. I . , I I Ill - .
<br />1. . . . - -
<br />". I 1. S , , k , - �
<br />� . . -f -1 � w . 4 �, -.
<br />� I
<br />1
<br />.
<br />IE - �_ �_ ___ �
<br />.
<br />�Iw
<br />I X MAX
<br />I . I �
<br />TABLE 1, ANCHOR TYPES:
<br />TYF, ANC40R TYPE, EMBEDMENT AND
<br />EDGE DISTAXCE PER SUBSTRATE,
<br />SEE TABLE 1. SHEET 6
<br />EDGE
<br />---� L)I$TANM
<br />FDE�
<br />1_TN_r6 Awv_mwwl
<br />V81, MtU el
<br />ALUMINUM SUBSTRATE
<br />METAL SUBSTRATES TO FIF PROPERLY DESIGNED
<br />TO TRANSFER LOAD IMPOSED ON THEM
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE __\
<br />SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
<br />EDGE STRUCTURAL STEEL
<br />-1 DISTANCE ,'_\� SUBSTRATE
<br />� -
<br />_
<br />1 DETA L4
<br />L I!L
<br />TO STEEL
<br />METAL SUBSTRATE DETAILSSRMIN FOR READ
<br />ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
<br />EXCEPT POCKET �AMB)
<br />! I k,
<br />,i
<br />I I --(�6 �, f
<br />I __
<br />I F9 , ,4_�h ".1 j �. �
<br />,
<br />I 1
<br />62�_, i ,,, I ;. NOTES
<br />, - : _6 -
<br />- \ � - � 3 � -
<br />I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
<br />� ; I I
<br />I f.� I
<br />K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
<br />>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
<br />Q21) i (J4_1. i
<br />(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
<br />- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
<br />I
<br />I (1_5�_ 1 ��2 1 f 110
<br />i I i . __
<br />� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
<br />I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
<br />ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
<br />.
<br />11-_ --- ��, I I t , ,\1 \� NN 41'?�Q I/ Rv.twd W, 09W l
<br />I
<br />- - - - 1.1� _1 1, - 1-17 .___�,'��." . GROUT AS __ -, . I " ,�� _1111"��? "
<br />� . . . _ I 1�,� NEEDED� I -, __. - lf, -,�)' - eNSE' " I- __
<br />. .. I . . , .1 . I __ -D
<br />114' T ." - � . � � __�� . V4' 'C' . * I-
<br />. . . Ej . � - I"__ ��T- L , A,� , ,,, 1. �
<br />-
<br />� E �I �� __ �-_-_.Z- -.-- _- .
<br />L� --- � ' �-, �', - - - '. -_7_'�:f�� z -9- I40. - � jy, -
<br />_ , - � MIN. 2�1 KSI SHEET =::�_ - , , - - -
<br />. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
<br />I l
<br />MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
<br />. 1, 4 1 . NOT - ,;� : *
<br />PER E E 4w� � III -_ 5 Q
<br />- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
<br />[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
<br />NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
<br />TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
<br />, .. I --T—m-
<br />.
<br />�
<br />�
<br />AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
<br />SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
<br />I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
<br />, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
<br />, ...
<br />. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
<br />. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
<br />P1_4 58705 CEPT OF AUnl CSM 57012770/2870 NTS 6OF13 I7M1A'ft-SGD570-01!
<br />__ .---- -
<br />Ty Pe subwate Anchor . Minimum wn. Edge
<br />__ , - Embedment Distance
<br />______ -
<br /># 2 heet eWScrvw,IG,% I -Ts" T,I�
<br />P.T. Sauttmm Pine -
<br />($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
<br />1
<br />114* Elco Cirele-Nex SS4 1AIT 1-314"
<br />A -
<br />Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
<br />Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
<br />- - _
<br />A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
<br />I I = , Mly -
<br />Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
<br />C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
<br />__ - _____
<br />Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
<br />(AS TM -90) -
<br />114" Elco Crele-Flex SS4 i-14' 1.3141
<br />-
<br />CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
<br />Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
<br />T) � --,."-.,--- ___
<br />ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
<br />(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
<br />. _
<br />tq�YST-Ojy I
<br />., ie
<br />L_4_____A___j
<br />11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
<br />,
<br />E q P,12a'l I �w.
<br />CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
<br />\�., I I
<br />11-T-ilfl?" P7r)p.1-0'z
<br />FMA Keystone Certification Program
<br />Certification Authorization Report
<br />OAR & Product ID Number 190 - 263
<br />CAR Issue Date: 12114/201 0
<br />CAR Expiration Data: 11/1 1/2014
<br />Company Code: 190
<br />This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
<br />of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
<br />-1— :
<br />- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
<br />-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
<br />cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
<br />of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
<br />label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
<br />Company Information: Product Information:
<br />PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
<br />1070 Technology Dr. Operatoi Typa: SD
<br />PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
<br />Nokomis FL 34274 Pv1 ax 'A' idth: 203
<br />1 Mix Height: 96
<br />Referenced Standard: I Product Rating:
<br />ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No: FTL-6376/6377
<br />Test Re,�,ort Expirition: 1 1111112014
<br />Authorized Signature:
<br />"�?� Ill -7--
<br />, _
<br />. ,�
<br />Ilarcsia Fall_,. Presicril
<br />- �%,.kelslinecersconn
<br />Keystone Certifications. Inc.
<br />1790 Old Trail Road, Suite D
<br />Ett-rs, Pennsylvania 17219
<br />Phone: 717-922-850C,
<br />Fax; 717-9.32-15501
<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 D R: FL 5 0.
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />XXXX
<br />i or HM
<br />— - HVIIT _F_777TF_I I _T1 -F-----7--
<br />I
<br />) --\ i / /SUBSTRATE,SEETA61E ILSTIF�43
<br />I \ I ,/ -
<br />1, \,- -- ..Z i - - / T
<br />k I—L-11 i /(,
<br />-
<br />1. L � ,� :. ,/ EDGE
<br />11 I �
<br />LL
<br />-
<br />_1i _ � , ljj� , / � ' � ' DISTANCE
<br />I
<br />I L
<br />I ,;"ml _�
<br />.
<br />J I . I
<br />- , , ,
<br />.
<br />__, __ , 2-318"ROW
<br />� - _� '� .
<br />r= �!- _�, : - -
<br />I , � ... V , - . . SPACING
<br />� L' _N I ; , -
<br />I- . 131=1400-oll --I
<br />L�L 11 I I -
<br />I EMBED -
<br />I L .1
<br />: � , ' MENT
<br />11 I .
<br />� --- . � CbLNCRETEi0AU
<br />I '�, . . PERANCHOR
<br />REQUIREMENT ,
<br />I � �__ 114' MAX
<br />I
<br />[btTAIL 31
<br />LNTO �.A�. I
<br />__�
<br />, I" �yk,4l`l Mhz , I/ : ftyk.dgy: 0.1. __ -
<br />1) l AILS APPLY YO 2, 3 AND 4 MA�F \ ____ _ Revimbn:
<br />IT , CONFIGURATIONS. I "I .1. 4,�q "I
<br />I " - ,
<br />,)'lOT'f1ONAL L ' Z�'.-' Cej,ISP "
<br />2) SEE SHEETS 24 FOR ANtHOR LOCATION &SPACING, r - -. I . :1
<br />-�. 151- _� I
<br />� I _-� ,��, - ,,� - '.. * . � �
<br />3) SEE 7ABLFS 2-4 FORREWFORCEMEW " " . 1� R.,?.d Ity- Mfe: RevIsbri;
<br />RECUIREMENTS. �-7 ',-:. t�(). 557C35 ,_ :�
<br />CCONTINUOUS ANCHOR PLAT E, ITEM #8, IS RF�Ull I - -�< -' -
<br />=� ZT ALL FRAME ANCHOR LOCATIONS. I- : � � � - = _1 __... ____
<br />i- *
<br />.
<br />- _A 5� PANEL WIDTH DOES NOT INCLUDE NTERLOCK OR :I --. a .3ill )-�J�- " w Z l 6�
<br />EXTERIOR AST RAGAt ADD- ON - 13 - .. LU:_- HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />�7 -,, �', �jF 101F ., -
<br />,, jI_ �
<br />ELY THE �, _,�T; __ ......... .
<br />$)ALL REINFORCEMENTS ARE APPROXIMAT ,� , I _
<br />FULL LENGTH OFTHE EXTRUSION. REFER TOTCST ? , , , �,� 770ft" -
<br />� I—[ F �� . , �, '. 1070 TECHNOLOGY DRM D.Il,.
<br />I \ REPORTS FOR FXAC I Dil , _ , �p 9 VENICE, FL 34275
<br />,
<br />�/ , , 1 VINYL SGD INSTALLATION GUIDELINES 11118/10
<br />1 ""�,()"4�, F. a. BOX 152a 1
<br />,;I'''' " NOKOMI�, FL 34274 SEARWv0dw Asov No. R.,
<br />I , , - - - I -
<br />I A, t YNN MR 1,,ER, P,F. 4MFR r, OF A 077 f #ZqZ96 5701277012870 1 NTS I LA-SGD570-01
<br />L ............ ___ _pF_#,s67`§
<br />— -- ---- ____ - _.- � - - - --------- - - - ---------I- --_'_'_-_
<br />.
<br />_ -
<br />_-
<br />I jp�TAIL 2A . -1 � , "' - -
<br />-
<br />I DETAIL I! __.E_TAi - FDET;klL 3; IX OR 2X WOOD
<br />L11410 MASC�lr,Ry 1: TERLO M05M, ONRY
<br />IN I
<br />- . * L M4 _-�11 -
<br />, Ix E
<br />CONCPE'l - YP. Al TYPE, EMBEDMENT AND tl __ AFOUIRFID IF l _. - �xr BUC4<5Tl / NOTF4,SHEET1
<br />- / I l PER SUBSTRATE, SEE TABLE 1. SHEET� -�) "' � ,%N .
<br />PERANGf1nR , 4 _\11FtGHT IS OVER 96" r , .
<br />� , Fj lciF , �, \.- ,�� , , - 1, � I
<br />REQUIRENIENT 7� , ��6,'ASIRAGAILACCION ,/" , - ,�. '_ ., CONCRFTEfCl j
<br />STANCE 1� " 1 '765) N _� I 11-11-I.- ��.n I PERANGHOR
<br />I '.. , , �/ ,,, `�� I - ... . I—. 1 ' ' ' .
<br />1 1. 2, �,� .
<br />, I � � NON-RTRUCTURAL .1 I ; TRAGAL ADD -ON REll , , \ I 'A - REQUIREMENT
<br />.1, .., � -11 / / K
<br />1-1 �1_ .1. .
<br />" � DI " , , - -1 ..,., _� ' � AS �9@)__ . -_ - - - I
<br />121 �', - ji I I . I /__ AWHOR le. - I __ '. - . � � W., I - L_
<br />4 I 1 . � ,, (40--� ,--- -`/ rii)- . ..... . I I . � ,
<br />'= I ,�, -, — - , -- . _..� i �.j , � � . - -
<br />Er,1BED- - ' . , . , " I ��, -_� I v I __,_,� #IGX2-1j2'1SMS _ .1 'L�- � - .
<br />MENU � ' ' Nt , ."\ ,�, rr I RENFOR'� a . - __ - �. .'.. - �_�Ugl 1,:! . �
<br />.: �,, , , ` I—' ', �, -_ EMEW SCREW; 5 " I I . - '(0, ( j � . j EMBEDMENT
<br />� , ! _ I " 11 �, I I "I .
<br />j , � , � � � � /-�20)OPTICNAL, , � 1 ,
<br />� � - 1, 'I F ,-, PER ASI RAGA�. I 1 ; 11 z , i
<br />zz- I . . _�W
<br />- i F__ ___::�. �! I . /_kw.'�QUALLY-SPACEDANCr I : - ___ IJ - .. I . . . �
<br />4 7____T=__1__T "' 4;��-_, L=/. -, �, - %, q� . om",
<br />_____�_�'�� =1 , ,__ -- - -1 1
<br />14' I '�7� 2 `�,- , - ,"� � I - FROM ENDS (FACTORY , - .. - I TYR ANCHOR TYPE, EMBEDMENT
<br />, -_- --
<br />i 't 11 � - ;��; �L f, I I " . I..... .-.--.-. . / INSTAI I ED), L;-:�:�.'� .1-1 - - - - yl� . , � I ,
<br />�_ � ,
<br />, " j
<br />I ".�; � L__" '.
<br />g
<br />;�t , _
<br />__.. - � L I � �.-- AM) EDGE DISTANCE PER
<br />- "
<br />_ �� - -
<br />" _
<br />MAX. __ - ,_, __ = _.." _7� ----\ _:7v� �, '_ SUBSTRAT
<br />i-J), - \ a:_� 01, LI I \8,-\
<br />"f — ,�F— -.--- __ ,. I , - . s
<br />/ ---I- I � - ___- I_ I .._,;:_===--_-','_ -
<br />— �JLI I , — ,� — I "' 11
<br />- -1 , -.1.11. -_ .. .. '. E, SEE TABLE 1, SHEET B
<br />I __ � i, -- — RI.,--4—_--- --- -'- _j _ . -E----=-=--_1__ _�_ � I . I/ ,
<br />(;�11 j 10 07 W, , , , -, - 11�;r I i
<br />Ir
<br />- /
<br />z!0 -1
<br />POCI<ET
<br />P-HOOK
<br />- :
<br />( I i ��--, ", ; �__
<br />�
<br />�
<br />FOR �j :
<br />.
<br />LOCKSMI,l !
<br />.
<br />ASTR,AGALS. I :
<br />FIXED __ , __ I ,
<br />S I �LES A'ID �,-
<br />HORIZON7AI , -
<br />XAIL,; :
<br />� I � " ii�!)) I I
<br />.,
<br />_�� " I '��--'-:'-' SEE NOTES
<br />. 3&6
<br />A
<br />i - - - _.� BE LOW
<br />.
<br />:
<br />;
<br />l (
<br />\ 11� � � ..... - - I �__ _. .
<br />� i ! 11��__ . I I
<br />11 ____ 1 --- (11_____ - � .
<br />r . i " _1 - I
<br />-I'll.. t NIP[ I ,_ ,-- mftmu, �
<br />- -------- L �., __ .— � JtR .. .... _,_= I— �= �� a : . 11CA17 I I % . �
<br />� ___ I 1. � — - _.... - I
<br />V�� .. : I - - -_ -_ -_ - - ,_' __11 . � , �
<br />I
<br />1 .11�__4___ .. I �, C7�__ 1 1 / I . I , 1.
<br />, ,� -
<br />.
<br />/ ., , , I: - _ I -_ I I . �� ,�, A ! � I
<br />0�tl_ ,., ____ I L jJ-6,) INTERLOCK 11 - I -! /U -
<br />90,./ _-, 11 1 ,, EXTERIOR _' I 1- ._:� - 'I . . EDGE
<br />- - 'RA�m � �_� 'r -_6o_iSC'-R"r'-EN-- � '-'�j � , ' - - . � DISTANCE
<br />�
<br />- ___ ,_ 1 �s _T �k _�� a
<br />, e
<br />`�_,_ I J_L r /.. / , I I . ��
<br />i �\,/ (r4� I I
<br />1� ,-. � _. i .
<br />- - I .- 1. -
<br />l l %I- '_ 42) ( - / \�,� - , 1� - 1,
<br />V41 A �
<br />,_� tr� - -1.
<br />PANEl - - ___11 - ____ PANELWIDTH - ------------ _�:�, � / 11 I- " MAY,
<br />L- 114� * �
<br />. - 11.1-. DOOR FRAME WIDTH ---- -- -- ---- I -
<br />�___ __ . .- DOORFRAMEWIDTH -------------------- -- I TYP. ANCHOR TYPE, EMBEDMENT
<br />: 1\ I- ___ --i /- AND EDGE DISTANCE PER
<br />..- - \ =�'��, 1
<br />114- MAX --� : 7- / SUBSTRATE, SEE TABLI� 1, 8HEET6
<br />� ,-, 1:�p I I
<br />- I
<br />f
<br />_� I :
<br />. .
<br />DISTANCE I I r - - I ,,, -- . j � ., / ... E
<br />. I 1 -
<br />I , � D7 ___ __ -7
<br />T_ , , ,_ � I . A . /"
<br />EDGE i I
<br />:
<br />�
<br />,
<br />�' � � : IRI X 3WSMS RENFORCEMEITT ,=_--jr7 -------- jkzr�� - ". , _ ; -1 � .
<br />,-- -
<br />.� -1 , - .--- I SCREW, 3 PER l LOCATED - ____ ---- --- 4 �
<br />_ 51 1; -- _ A j I I I . .
<br />I - I . 1� __1 AT CEN7ERI_NF. AND 9'FROM I � �1- .
<br />1 .1 .. ��_�71 1
<br />,
<br />,- __ - a '.0w,111 lk
<br />i : : - -_ - ,
<br />,6 "I ��� ____ __ �
<br />r L ENDS (FACTORY INSTALLED) NIL ___ i ; ,
<br />. .. '.. r Al I --- :: �� . - I 0 , �
<br />i .!�_ I -1 -� � I
<br />: �� I I I � 11 - - =�i ,� .
<br />I
<br />: FOR � 2-319"ROW . � i I I L , I - - - -- ------------ �__
<br />,� , -
<br />I tNTE TYP ANCHORTYPE, SPACING .1� . , f - kll /-1:@2) L�_1.L=L1__'_ �'-. � j .
<br />�' 4 ��-_,, -,' �-:-i-l__' . 2-118"ROW
<br />PLCIC�- I l - I I... --'I- - �
<br />I 1`1.413�- rl AND EDGE � I ,I� z 4, ]__!_�� -----,.-::--_M�= I ;;_2� _._=� i,,�Kj' 1� . . SPACING
<br />____ 1. (�_'i . . . i'l,", i � _. 4�_�_, . : r I � j .. I I
<br />i --- -
<br />ll ( = � I _�L - , I _
<br />-
<br />.- OtSIAN4UL .PER SUaSTRATE,-, ' �� "! I 1 j I F77=1 --i - � - jj ..
<br />- ��, �, I SIEF TABLE 1, SI4EF- 6 1 , r�_ ; � - . . .
<br />� . i _ ,�,-;�7 �� - I .
<br />i � 11.1 1. � i . awaw&l I
<br />: . I "'r, F Il I I - I I
<br />; _ ...
<br />� � -1 I , 'I"i i I- . it ::;;;� __ I L,� .... � i , . . ;
<br />I ,/, - . -_ - 1�_,__z , -1 El
<br />f I EDGE � � I . r _ _/ �E:�;� _
<br />i DISTANCE I I r , I - FIXED PANEL CLIP ,)� F7 _T_ I - , I .,, �, . , ' MENT
<br />p �� � _.. - AND ANC -ORS, Srr - - I ... -_ . , CONCRETE[CMU
<br />� I- ". 11 � I � � - DETAIL SHEET 7 ��,�_/ 91� �r I -, , I '; . PER ANCHOR
<br />I 2X WOO[) 8IJQKSTR;P . ' ; � STANDARD SCREEN .,- ^ I ,
<br />�
<br />- . - r]Xf,,) STILE F .
<br />0 R F FAM ING, S E C EMB E DWE N T 4__.� � li REOURIE'l
<br />i NOTE 4, S�iEET i TYP. ANCHOR TYPE,EMBE Dl f . . __..._1_ � EXTERIOR I - I �_- 1A"MAX.
<br />I /- AND �EUGE 0�1�,-ANCE PER SUBSTRAT E 2X WOOD BUCKS TRIP -- 1. � .... PANEI-WIDTH - --- � 4 11?��
<br />5 I ON �RAWNG SEE ___1 --- _6�T___
<br />s DIST;NCE ; / 11 ____0 7�,_� [ AIL 3�
<br />�_- /1 " -C F 4, SHEET C ' EtkiL ' ' `�
<br />- EDGE SE , TAOT! I NO rE 41 �HL.71 [_D 3 � !:DETAIL 2
<br />: � . �__ -.11 -
<br />------ - _. .
<br />I., __ .__ � , -..", __ - NCIIN�S fRUCT URAL L��,DD �� 'IT Ric- [ INTO MASR�R�Y
<br />� [:LL=
<br />�-.-- � _ I z _ ___',
<br />I __._-qjy , ----,- - I I -ANCHOR
<br />EMBED- - __ --4, ;,---,--.---,----I "I �.
<br />-
<br />MLN; --_-_�!::::�-_:�__: - 1W
<br /> ........ - I I - __ ',�; -'( �I� Ij Ili,,,_
<br />.F. - �� " _ _��7_7' - MAX 4Cf-,ES 10 ,
<br />: _, �--�_, , _=� ...--I- I : I . 1', LIE YAls APPLY 10 Z. I AND 4 TRACK 11 I.. "' j�q R.w'.d Ry. vailn
<br />I I ( - . ,,, \ 11,11 0" ",
<br />,��::, __ -.--.---P/ 1 --1-7- 'I ,�, i Regsk1w,
<br />. =1 "I 0. "I I
<br />- I _7 ------ � 1 ,� - doNrGuRATioNs. . " ,
<br />- ,-, - __ - (� - �
<br />. - .- . " .. ..... � �ql OPI IOPML 2j SEE SHEETS 24 FOR ANCHOR l I l0l SPACNG, - .�N " _�I�,� '� 11 -
<br />- � - 1,.� -, __ ... , I I .
<br />P-4-OOK � .... .. - 3) SEE 7ABLES P-4 FOR RFINFORrl ��, 11� � "IN.-- 1� - * _�_ i
<br />1� Rl t - "... ... � I... - .L . _� � R.Wsi-
<br />1�) , , , V I _:� 't " , r". vi.d R3" ODIC I
<br />__ T ,: � " , " , � RECUIREMEl - � . 0.551(35 , -
<br />"L,41-- � I;r' LONG, 8 / . : � 4) CONTINUOUS ANCHOR Fll ITEM #9, IS IRFOVIRED - .)It .� 1� � . I
<br />PANEL MIDSPAN � / I . I - . , �ww
<br />. I ,., ---- -- ,- - I :
<br />� 1� ..... � , I I AT A�L FRAN F. ANOW)R LOCATIONS. - k - � 'a' 7 __� -_ � ----
<br />I I �. � 11 i- , -
<br />!LP_HOO� - � 5� PANEL WrDTH ODES NOT INCLUDE INTERLOCK OR . � a-;��3jj� -jr, : U -- -_ a l sy,
<br />IS - R NI . _--- - Ir ... __/ T � .. 11, .. tu :: 7"
<br />-
<br />�1� L EXTERIOP AS I RAGAL ADD -ON. -13 - I C� � -,- .HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />PLATE SIMS, PO-qM1 6�ALL REINFORCEMENTS ARE APPROXIMATELY THE 11 I. ;"
<br />#lox 1.141 PK)OK � I . s 'l,' ..., <: -� ---- -- ------ --- .. .
<br />I I , pt Cc) , I I aff&
<br />,
<br />1* L FULL.-ENGTH OPTHE EXTRUSION. REFER TGTEST ." " ". 1 1070 TECHNOLOGY DRWE r1ft
<br /> / I
<br />(11) @ 2-5-15' D.C. I I I 1.� "I REPOR IS FOR EXACT DWER81ONS. � " . .... i .. , ,�, I IV. VENICE, FT M275 VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />4 . " ,/, SS!ON �� I P.01 Box 1529
<br />� , I - I -
<br />i _,D,ETAIL 1 1 �j, I � I I I I 0, AOKO" FL _U274
<br />I - � � � . I sarI00"t v,awing %�
<br />I ; INTO WOOD I . A,LYNN,kAfL R.P,E. I - -1�: l
<br />4 -------- I . 1'. r V �_" 6 7 G5 - . T. OF A VTH, #29296 57012770/2870 ISNTS 5 OF 13 FLA-SGD570-0
<br />__ - - - . _ ... ___ . ............ . ... _ ___ . .......... � ... .... � ..... .. .. _,_____,_______ I � ---- _._,_____J I "'O'�` I 171
<br />I .__________.____-_._-
<br />I.....- ___
<br />11 2-TRACK CONFIGURATI I --I
<br />[i -_ ___�
<br />F - �. I I ' IDETAI C2
<br />. 61 1
<br />t __ 1_1 _LL['4IM1
<br />: NA
<br />. a, MAX, MAX. 1. 6E ,
<br />�
<br />� - - T- - � �-! -,---I
<br />.
<br />7- . . '" � L -)
<br />: i
<br />.
<br />—
<br />-1 - 11 A ; �. - 92-
<br />' ANCHOR T �-��A _6F
<br />' APPROX, 6% . � I ,' AIL 15] DAYLIGHT OPIENING Ill FCRNTU�A�,
<br />ANCHOR � NOWSTRUCTURAL - - .
<br /># _
<br />.FALIL
<br />�j
<br />�
<br />�',
<br />,
<br />_�]
<br />L
<br />,
<br />� I LOCATIONS FOR , \ THIS SHEETI ITHM SHE
<br />LOCATIONS FOR : o I WTDTFL PANEL WIDTH - 8.2116"
<br />� 1. -
<br />1-lih � . 4EXT. _L_ - : : BYPASS (HEAD & SILL) I -I------, -L- .I-- -1 p, HEIGHT. PANEL HEIGHT - a-vw
<br />4EXT. , POCKET : CONDITIONS- (--,- � , I f /_ \
<br />�
<br />I CONDITIONS. 21 _6. � � I --- I I I I
<br />MAX i -�- -- I- - _,-, -, -,-,- -� -- -- +_ - -, - -1 . ....... ... - - 0 f
<br />-1 __ - __- - � ANCIOIS NTO I F7 _, 1 ;- - - 4--.11 1 � 1 =14' . ,
<br />I I � , i, 1, � / I/ -, /f 'I,--, I 1\� \,- 3�; 4 - - PANEL WIDTH -- ----,
<br />12' MAX. O.G, P-HOOK. O.C., , fl 1, / " I 11. - - � ---
<br />- - , : � �
<br />., / ", . I I � t . I �-- DLO -
<br />I . . /. / / .. / I I I . - -1 I
<br />- I
<br />I I _ I - � ) � t, -, I I I DAWC�Kr IL___ -_ ___j I --- - r ---
<br />-F—J � I . T '_ r I
<br />11
<br />t I � - i I � � 0 - ____::7— ��
<br />v / I OPEl WIDTH �
<br />� /� - �/ I F I
<br />I , / // I . . DAYLIGHTI : I
<br />I
<br />I"/ / �. / , � . I � 1"4
<br />� I // , ;T, - 5 I
<br />Al' / -
<br />, I
<br />d4
<br />- ANCHOR @ CENTER OF (@ I ANCHOR C CENTER OF AiL 6 I I
<br />' F_ EACH PANEL- SEE TABLES / / /' ,6 OPENING,
<br />. � SHE ,
<br />PI�F
<br />A
<br />�
<br />It, C
<br />Flir�TAT. (@7 EACH PANEL, SEE TABLES ;�j / " / " , , I SHE HEIGHT 1 1 �
<br />I '1� /
<br />11 .
<br />/ " / /1 ,�� , � I
<br />___ I / I,/ � : i [TtF�tE� _U
<br />ON SHEETS 8 & 9. ON SHEETS a & P, / / i . .
<br />.1 ___ . I I L -
<br />I
<br />�
<br />. . EXITY ,,./ I . F
<br />� A j 1XI OR 10, . .X, I I I I
<br />, I �
<br />-, �// , . I
<br />I,
<br />"
<br />_911 1219" MIN. O.C. - Y/ / " 1 . PANELTYPE PANELTYPE I , I �
<br />. %/ " I ! 1 1 1 -
<br />I
<br />�� � � 2 ANCHORS @ CENTER OF ' --- 2 ANCHORS @ CENTER OF ) / P6C �� v1__ I I , I
<br />11 I EACH PANEL. SEE TABLES ON � . - EACH PANEL. SEE TABLES i/ BY / / 7 � . 'qt DETAIL I F AiL 2 ; . I
<br />SHEETS 8 a 9, 11 I"- ON SHEETS 8 & 9� � I SHEET 6j SHEET 5 1 �__ I � - I
<br />,( ,1 I EXT.V .� / OTHERS / , -Ill -
<br />EXTT I �/ , (UNDER / ,' ! . A L_ __ [T- PANEL
<br />I- N , 41 MIN, O.C. - 41 MIN. O.C. � ,1 /1.1 , __� <�j 'w 1 DETAIL 3 F' HEIGHT' DLO
<br />- ,/SEPARATE,.' , � �', f FS-KE-Er T I
<br />) ,"APPROVAL) ; . w
<br />12i9-MIW0.0 - [--- // 1, I/ .I.- / I./I . ; --v - -, r
<br />� / , . " ,� , I ./I .: I t
<br />� �
<br />. � . . , ; I
<br />4 . CLUSTER OF 3 �, /, , ,/ / / -, " . I 9 I
<br />�
<br />� .1 1� , I I , ,9D 6
<br />ffz� I -FILE TER OF 3 I". .' / , / !, . � L ' I
<br />/ / 11 , I !
<br />`US O,S,O,T, ' �� 114-1 i :
<br />C . 6
<br />, ANCHORS Q S WAICH LE � " i, I I __ INTERLOCK :
<br />, "T"'S S, .
<br />INTERSECTIONS. TERS E \ " / / , ;; I SHOWN I
<br />TABLES ON 'FEET, �' / / / / I
<br />I SEE TABLES ON . rt OF I CL OF -
<br />EXT.V l 1i I 6'MAX-
<br />. SHEETS 8 & S. E)CV,V PANEL 7 F_T_ ____) PANEL I L ;
<br />" , --,-,4. 1 1 , __
<br />, / )__ -,, I I I / ! ,,--\ _`1 (O HEAD
<br />, /
<br />, /
<br />, /
<br />, /
<br />1, /
<br />1__/ ._ , " , , I'll I I I � I � I . I e . � 4 _ - a SfLL)
<br />'��- 4" MIN. D.C. _/ :_ ;,-r k I I I , �I -I )__,_J_� _. i . I
<br />. � , 11
<br />4'W.RO_C'1 tHEAD & SILL) - I- .,L) It 1___T1j ,,-,< 1-_�, � l
<br />.
<br />1156�i "",I �' / . / / - Z\�__ (HEAD & SILL)
<br />" _
<br />
<br />i
<br />. �� � CLUSTER OF 5 . . . . . . . . CLUSTER OF 5 ANCHORS I/ . 1 2� - -
<br />- I DETAIL F
<br />. ANCHORS @ STILE I - fD_FTXL'6f IDETAIL __ - __ F _I
<br />__7 - ig� -STILE INTERSECTIONS. ELdS �HEE F �17 ,1 jHIS SHE"
<br />2.37v TYP. ! I INTEFISECTIONS. - SEE TABLES ON SHEETS
<br />�7-, —.- - 5FAil, H2 0-__0__ �TE___ FPT]=H
<br />__ SEE TABLES ON ", f H2
<br />EXT.T SHEETS 8 & 9. EXT.v l I-- - _� - - - C6+2 ANCHOR
<br />, f . t== ------- C3+1 ANCHOR CONFIGURA'FION SHO^
<br />31 IT MIN. O.C� �_ ---� �-- 4- MIN. O.G. CONFIGURATION S�IOWN; � /§�!4
<br />ISEE Al -_ (SEE APPUICASLE DIP
<br />WMAX. 6"MAX. TABLES 2, 3 OR 4) TABLES 2. 3 OR 4)
<br />'To END OF - (TO END OF NOTES:
<br />ATIA �"ED'AMB - I ATTACHED JAMB T) FOR CONFIGURATIONS, SEE SHEET 12.
<br />Ffi _LF7 I ANCHOR @ 2) FOR ANCHOR EDGE DISTANCE AND
<br />=
<br />4 �IA W . '0 F? J7 4 SILL ENDS, EMBEDMENT. SEE TABLE I SHEET 6.
<br />EXT,v A , EXT.T . 3) DAYLIGHT OPENING �DLO) FORMULAS;
<br />Wil PANEL WIDTH - "16- i
<br />NO TIE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGV EVANCE AND EMBEDMENT. HEIG, HT: PANEL HEIG4�`F . "Ji6l I I
<br />-
<br />11125�
<br />N11
<br />I
<br />. � +,
<br />I �_ 1, 11
<br />I -
<br />I , ,
<br />I I - � 1�11 I
<br />I
<br />"' �,
<br />f.37 ' I
<br />I . I ",
<br />EXT.V -1 '., , , T, 190,
<br />1 �_;
<br />`VEEPHOLE PATTERN g 24- O.C.
<br />WEEPHOLE PATTERN @ SILL ENDS
<br />-1-11 __
<br />— _ - -_
<br />� � . DETAIL 4] 1 DETAIL441
<br />�
<br />. 1: 1��q_NnONRY I :
<br />: -1 - INTO GO "I
<br />� i Ix BU&SMIF [
<br />I --,---.- ------ _�
<br />. TYP. ANCHOR TYPE, EMBEDMENT AND
<br />,
<br />MIN. 2.7 KSI CONCRETE Q r- EDGE DISTANCE PER SUBSTRATE.
<br />HEAD PERANCHOR 1 SEE TABLE 1, aHEET 6 TYP_ ANCHOR TYPE, EMBEDMENT AND
<br />REQUIMNifNT, sEt ,/p-3,w � ' -- EDGE DISTANCE PEP. SUBSTRATE,
<br />ITABLE 1 SHEET 6 1 _� DISTANCE -1 EDGE \ \ SEE TABLE 1, SIFFFT 6
<br />' rr1rA1ZG7 - EDGE 2-30*
<br />. I . _;Ii 'A . � DISTANCE .\ , , - ROW --I
<br />1 2 . I I ' I SPACING I r
<br />EMBED- . � I - !; , , � __ __ � .
<br />MEN7. - 17 , � - - 9� . f
<br />, � f ________�1_____, �� - ---.----
<br />I . . � , , t - - 4 , .11 - �- -
<br />____E. I - , :�� --c EMBED_
<br />_�7 - --7- �� � - - _:� I
<br />.
<br />I - _ - - I _J Im -,- _ - �,, -�-] - ,
<br />-4v ,=�_ e__ -
<br />.���m �_7�
<br />.� I �:z -
<br />-1 -i'__ , :�� i
<br />_��A_�� _
<br />, �_ �_ , .
<br />I - i I m.k,- i C 1
<br />51. . -, , Eii= L , p""
<br />; , f _� L`4'
<br />: 1/4'
<br />! , lii� I I 11 MAX ,:�,-.� � � ___� ---
<br />. IF q�,l wil �1 �.,_., A 111 _/ I vgr-ml * MAX.
<br />IiOR2X � , , 98 X,V4'SM
<br />.; 1�) A_&_!11 ! REINFORCFWNT SCREW
<br />WOOD 1-==k, 0 _��
<br />I I
<br />BUCKSTRIP, I[I \-C7 � 96-1 �� ; -
<br />I
<br />1 7 PFRSTL E�, LOCATED AT
<br />.
<br />�, i
<br />SEE I k,-., . � CEINTERLINE AND 6', T&
<br />11 - , r. ;
<br />NOTE, 4, .�, � 12- FROM ENDS (FACTORY
<br />I
<br />.
<br />- � :1 h 11
<br />h
<br />7 �, .� INSTALLED)
<br />., � I � I I I I I i � " "
<br />11.1
<br />I ,��. , " * . � - - / l ar. . .
<br />�� -�'.._ . I r-N,11 ,��",-S.
<br />, . .. '�
<br />, � V�c . .
<br />I , I 11� - RVMW W. D.I�.- R..I.blr
<br />-Z7 * � ", 5q�705 . 7�
<br />� r4o. �. -
<br />- : . -
<br />.
<br />- : ct, - � j Go 0-allsft1v 0� Ev
<br />:� , ,;�, I �jp a- -.-' quf �_ -7
<br />0 , .. . "
<br />I 4tjz� ANGHOR LOCATIONS (2 TRACKS) J ROSOWSKI
<br />, ,;� " S-ZA-re 0� .-, ,:,:-' - I
<br />, 0 ", .,,� ,
<br />, X\ " 1-,I.ORt0'-" 0 , , 1070 TECHNMMY CWIVE TW& l.
<br />I 11 I �
<br />I �� ...... ... ,I� � , N. VENICE, FL 34276 VINYL SGD INSTALLATION GUIDELINES 11118110
<br />-,,, Is'sl , XV 0 P.0- BOK MEW
<br />/�1?10N 0 MWOW, PL M274 swossAxlk, Shea pi� I
<br />IIIIII0 P" __T__
<br />A- LYNN M E I
<br />. P.Ed IL14'I"E I CL-mT_ ()FAvaf. Awx ,97012770/2870 Isile"T'S, 1 2 OF 13 1 FLA-SGD570-01 I
<br />i 11 � I .
<br />1. -,.,? . FOR
<br />: . /
<br />t . LOCKSTILES, ::
<br />: @��' R , ASTRAGALS, / 1 :: j
<br />: I / ; j .
<br />I . , : I ;1 .,
<br />; EXTERIOR I ... \ FD(rO STLES I .., � ;
<br />� . I �
<br />; AND , . �)
<br />/t,_1 . � . i z
<br />.
<br />,� 6 I \ HORIZOWAL / i J
<br />,\j _. i . \ I
<br />I I I \ RAILS :
<br />I � I I \ % / I I
<br />s . �
<br />;
<br />I L_ T[ : � i ,
<br />i
<br />I . , ; � SILL RISER VARIES
<br />� .
<br />w .
<br />��
<br />� . ... 2 11, ;I � WITH REOUIRFO
<br />I (9 ; POSITIVE DESIGN
<br />! . - z
<br />FRAME I C � , �_ q La . PRESSURE, SEE TABLE
<br />__: w - ?�
<br />: T .. - - SEE NOTES it . -, A, SHEETS 8 & a
<br />.
<br />L
<br />O .
<br />HEIGHT , : i PANEL j 3&G V) I I li-9)
<br />SEE : HEIGHT i I
<br />TABLES I - BELOW i X
<br />I .
<br />i 7 I i I @)
<br />2. 3 & 4 f r FRAME . � `___1 ; 2 3. .1 cii,
<br />0 HEI FIT - ' , � I � I
<br />'11-111 ; !
<br />.
<br />2- 1 . :
<br />I I (�,) i 4-51W
<br />I i /,J�� RISER 1 4-1116"
<br />. � 3_1W
<br />.
<br />I ��
<br />U [ � f T � I `- 1�
<br />, ,-_ i - � RISER
<br />I
<br />I ... � RISER
<br />I
<br />; 1 (4___3)4 1 l- -1 11�
<br />[ _DETAIL 4-1
<br />L�N
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />_
<br />r ' EDGE DISTANCE PER SUBSTRATE,
<br />, � SEE TABLE T SHEET 6
<br />2_316, -1 EDGE
<br />\ I Row :� DISTANCE -
<br /> . 11 � r! PA I CING I . . I I I
<br />_. . , 11 - 1.� I � I�L , 11.1 I I , I I
<br />� - .
<br />. 1� � r. I . , I I Ill - .
<br />1. . . . - -
<br />". I 1. S , , k , - �
<br />� . . -f -1 � w . 4 �, -.
<br />� I
<br />1
<br />.
<br />IE - �_ �_ ___ �
<br />.
<br />�Iw
<br />I X MAX
<br />I . I �
<br />TABLE 1, ANCHOR TYPES:
<br />TYF, ANC40R TYPE, EMBEDMENT AND
<br />EDGE DISTAXCE PER SUBSTRATE,
<br />SEE TABLE 1. SHEET 6
<br />EDGE
<br />---� L)I$TANM
<br />FDE�
<br />1_TN_r6 Awv_mwwl
<br />V81, MtU el
<br />ALUMINUM SUBSTRATE
<br />METAL SUBSTRATES TO FIF PROPERLY DESIGNED
<br />TO TRANSFER LOAD IMPOSED ON THEM
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE __\
<br />SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
<br />EDGE STRUCTURAL STEEL
<br />-1 DISTANCE ,'_\� SUBSTRATE
<br />� -
<br />_
<br />1 DETA L4
<br />L I!L
<br />TO STEEL
<br />METAL SUBSTRATE DETAILSSRMIN FOR READ
<br />ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
<br />EXCEPT POCKET �AMB)
<br />! I k,
<br />,i
<br />I I --(�6 �, f
<br />I __
<br />I F9 , ,4_�h ".1 j �. �
<br />,
<br />I 1
<br />62�_, i ,,, I ;. NOTES
<br />, - : _6 -
<br />- \ � - � 3 � -
<br />I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
<br />� ; I I
<br />I f.� I
<br />K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
<br />>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
<br />Q21) i (J4_1. i
<br />(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
<br />- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
<br />I
<br />I (1_5�_ 1 ��2 1 f 110
<br />i I i . __
<br />� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
<br />I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
<br />ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
<br />.
<br />11-_ --- ��, I I t , ,\1 \� NN 41'?�Q I/ Rv.twd W, 09W l
<br />I
<br />- - - - 1.1� _1 1, - 1-17 .___�,'��." . GROUT AS __ -, . I " ,�� _1111"��? "
<br />� . . . _ I 1�,� NEEDED� I -, __. - lf, -,�)' - eNSE' " I- __
<br />. .. I . . , .1 . I __ -D
<br />114' T ." - � . � � __�� . V4' 'C' . * I-
<br />. . . Ej . � - I"__ ��T- L , A,� , ,,, 1. �
<br />-
<br />� E �I �� __ �-_-_.Z- -.-- _- .
<br />L� --- � ' �-, �', - - - '. -_7_'�:f�� z -9- I40. - � jy, -
<br />_ , - � MIN. 2�1 KSI SHEET =::�_ - , , - - -
<br />. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
<br />I l
<br />MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
<br />. 1, 4 1 . NOT - ,;� : *
<br />PER E E 4w� � III -_ 5 Q
<br />- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
<br />[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
<br />NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
<br />TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
<br />, .. I --T—m-
<br />.
<br />�
<br />�
<br />AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
<br />SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
<br />I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
<br />, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
<br />, ...
<br />. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
<br />. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
<br />P1_4 58705 CEPT OF AUnl CSM 57012770/2870 NTS 6OF13 I7M1A'ft-SGD570-01!
<br />__ .---- -
<br />Ty Pe subwate Anchor . Minimum wn. Edge
<br />__ , - Embedment Distance
<br />______ -
<br /># 2 heet eWScrvw,IG,% I -Ts" T,I�
<br />P.T. Sauttmm Pine -
<br />($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
<br />1
<br />114* Elco Cirele-Nex SS4 1AIT 1-314"
<br />A -
<br />Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
<br />Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
<br />- - _
<br />A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
<br />I I = , Mly -
<br />Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
<br />C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
<br />__ - _____
<br />Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
<br />(AS TM -90) -
<br />114" Elco Crele-Flex SS4 i-14' 1.3141
<br />-
<br />CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
<br />Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
<br />T) � --,."-.,--- ___
<br />ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
<br />(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
<br />. _
<br />tq�YST-Ojy I
<br />., ie
<br />L_4_____A___j
<br />11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
<br />,
<br />E q P,12a'l I �w.
<br />CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
<br />\�., I I
<br />11-T-ilfl?" P7r)p.1-0'z
<br />FMA Keystone Certification Program
<br />Certification Authorization Report
<br />OAR & Product ID Number 190 - 263
<br />CAR Issue Date: 12114/201 0
<br />CAR Expiration Data: 11/1 1/2014
<br />Company Code: 190
<br />This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
<br />of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
<br />-1— :
<br />- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
<br />-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
<br />cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
<br />of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
<br />label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
<br />Company Information: Product Information:
<br />PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
<br />1070 Technology Dr. Operatoi Typa: SD
<br />PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
<br />Nokomis FL 34274 Pv1 ax 'A' idth: 203
<br />1 Mix Height: 96
<br />Referenced Standard: I Product Rating:
<br />ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No: FTL-6376/6377
<br />Test Re,�,ort Expirition: 1 1111112014
<br />Authorized Signature:
<br />"�?� Ill -7--
<br />, _
<br />. ,�
<br />Ilarcsia Fall_,. Presicril
<br />- �%,.kelslinecersconn
<br />Keystone Certifications. Inc.
<br />1790 Old Trail Road, Suite D
<br />Ett-rs, Pennsylvania 17219
<br />Phone: 717-922-850C,
<br />Fax; 717-9.32-15501
<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 D R: FL 5 0.
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />XXXX
<br />i or HM
<br />— - HVIIT _F_777TF_I I _T1 -F-----7--
<br />, I" �yk,4l`l Mhz , I/ : ftyk.dgy: 0.1. __ -
<br />1) l AILS APPLY YO 2, 3 AND 4 MA�F \ ____ _ Revimbn:
<br />IT , CONFIGURATIONS. I "I .1. 4,�q "I
<br />I " - ,
<br />,)'lOT'f1ONAL L ' Z�'.-' Cej,ISP "
<br />2) SEE SHEETS 24 FOR ANtHOR LOCATION &SPACING, r - -. I . :1
<br />-�. 151- _� I
<br />� I _-� ,��, - ,,� - '.. * . � �
<br />3) SEE 7ABLFS 2-4 FORREWFORCEMEW " " . 1� R.,?.d Ity- Mfe: RevIsbri;
<br />RECUIREMENTS. �-7 ',-:. t�(). 557C35 ,_ :�
<br />CCONTINUOUS ANCHOR PLAT E, ITEM #8, IS RF�Ull I - -�< -' -
<br />=� ZT ALL FRAME ANCHOR LOCATIONS. I- : � � � - = _1 __... ____
<br />i- *
<br />.
<br />- _A 5� PANEL WIDTH DOES NOT INCLUDE NTERLOCK OR :I --. a .3ill )-�J�- " w Z l 6�
<br />EXTERIOR AST RAGAt ADD- ON - 13 - .. LU:_- HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />�7 -,, �', �jF 101F ., -
<br />,, jI_ �
<br />ELY THE �, _,�T; __ ......... .
<br />$)ALL REINFORCEMENTS ARE APPROXIMAT ,� , I _
<br />FULL LENGTH OFTHE EXTRUSION. REFER TOTCST ? , , , �,� 770ft" -
<br />� I—[ F �� . , �, '. 1070 TECHNOLOGY DRM D.Il,.
<br />I \ REPORTS FOR FXAC I Dil , _ , �p 9 VENICE, FL 34275
<br />,
<br />�/ , , 1 VINYL SGD INSTALLATION GUIDELINES 11118/10
<br />1 ""�,()"4�, F. a. BOX 152a 1
<br />,;I'''' " NOKOMI�, FL 34274 SEARWv0dw Asov No. R.,
<br />I , , - - - I -
<br />I A, t YNN MR 1,,ER, P,F. 4MFR r, OF A 077 f #ZqZ96 5701277012870 1 NTS I LA-SGD570-01
<br />L ............ ___ _pF_#,s67`§
<br />— -- ---- ____ - _.- � - - - --------- - - - ---------I- --_'_'_-_
<br />.
<br />_ -
<br />_-
<br />I jp�TAIL 2A . -1 � , "' - -
<br />-
<br />I DETAIL I! __.E_TAi - FDET;klL 3; IX OR 2X WOOD
<br />L11410 MASC�lr,Ry 1: TERLO M05M, ONRY
<br />IN I
<br />- . * L M4 _-�11 -
<br />, Ix E
<br />CONCPE'l - YP. Al TYPE, EMBEDMENT AND tl __ AFOUIRFID IF l _. - �xr BUC4<5Tl / NOTF4,SHEET1
<br />- / I l PER SUBSTRATE, SEE TABLE 1. SHEET� -�) "' � ,%N .
<br />PERANGf1nR , 4 _\11FtGHT IS OVER 96" r , .
<br />� , Fj lciF , �, \.- ,�� , , - 1, � I
<br />REQUIRENIENT 7� , ��6,'ASIRAGAILACCION ,/" , - ,�. '_ ., CONCRFTEfCl j
<br />STANCE 1� " 1 '765) N _� I 11-11-I.- ��.n I PERANGHOR
<br />I '.. , , �/ ,,, `�� I - ... . I—. 1 ' ' ' .
<br />1 1. 2, �,� .
<br />, I � � NON-RTRUCTURAL .1 I ; TRAGAL ADD -ON REll , , \ I 'A - REQUIREMENT
<br />.1, .., � -11 / / K
<br />1-1 �1_ .1. .
<br />" � DI " , , - -1 ..,., _� ' � AS �9@)__ . -_ - - - I
<br />121 �', - ji I I . I /__ AWHOR le. - I __ '. - . � � W., I - L_
<br />4 I 1 . � ,, (40--� ,--- -`/ rii)- . ..... . I I . � ,
<br />'= I ,�, -, — - , -- . _..� i �.j , � � . - -
<br />Er,1BED- - ' . , . , " I ��, -_� I v I __,_,� #IGX2-1j2'1SMS _ .1 'L�- � - .
<br />MENU � ' ' Nt , ."\ ,�, rr I RENFOR'� a . - __ - �. .'.. - �_�Ugl 1,:! . �
<br />.: �,, , , ` I—' ', �, -_ EMEW SCREW; 5 " I I . - '(0, ( j � . j EMBEDMENT
<br />� , ! _ I " 11 �, I I "I .
<br />j , � , � � � � /-�20)OPTICNAL, , � 1 ,
<br />� � - 1, 'I F ,-, PER ASI RAGA�. I 1 ; 11 z , i
<br />zz- I . . _�W
<br />- i F__ ___::�. �! I . /_kw.'�QUALLY-SPACEDANCr I : - ___ IJ - .. I . . . �
<br />4 7____T=__1__T "' 4;��-_, L=/. -, �, - %, q� . om",
<br />_____�_�'�� =1 , ,__ -- - -1 1
<br />14' I '�7� 2 `�,- , - ,"� � I - FROM ENDS (FACTORY , - .. - I TYR ANCHOR TYPE, EMBEDMENT
<br />, -_- --
<br />i 't 11 � - ;��; �L f, I I " . I..... .-.--.-. . / INSTAI I ED), L;-:�:�.'� .1-1 - - - - yl� . , � I ,
<br />�_ � ,
<br />, " j
<br />I ".�; � L__" '.
<br />g
<br />;�t , _
<br />__.. - � L I � �.-- AM) EDGE DISTANCE PER
<br />- "
<br />_ �� - -
<br />" _
<br />MAX. __ - ,_, __ = _.." _7� ----\ _:7v� �, '_ SUBSTRAT
<br />i-J), - \ a:_� 01, LI I \8,-\
<br />"f — ,�F— -.--- __ ,. I , - . s
<br />/ ---I- I � - ___- I_ I .._,;:_===--_-','_ -
<br />— �JLI I , — ,� — I "' 11
<br />- -1 , -.1.11. -_ .. .. '. E, SEE TABLE 1, SHEET B
<br />I __ � i, -- — RI.,--4—_--- --- -'- _j _ . -E----=-=--_1__ _�_ � I . I/ ,
<br />(;�11 j 10 07 W, , , , -, - 11�;r I i
<br />Ir
<br />- /
<br />z!0 -1
<br />POCI<ET
<br />P-HOOK
<br />- :
<br />( I i ��--, ", ; �__
<br />�
<br />�
<br />FOR �j :
<br />.
<br />LOCKSMI,l !
<br />.
<br />ASTR,AGALS. I :
<br />FIXED __ , __ I ,
<br />S I �LES A'ID �,-
<br />HORIZON7AI , -
<br />XAIL,; :
<br />� I � " ii�!)) I I
<br />.,
<br />_�� " I '��--'-:'-' SEE NOTES
<br />. 3&6
<br />A
<br />i - - - _.� BE LOW
<br />.
<br />:
<br />;
<br />l (
<br />\ 11� � � ..... - - I �__ _. .
<br />� i ! 11��__ . I I
<br />11 ____ 1 --- (11_____ - � .
<br />r . i " _1 - I
<br />-I'll.. t NIP[ I ,_ ,-- mftmu, �
<br />- -------- L �., __ .— � JtR .. .... _,_= I— �= �� a : . 11CA17 I I % . �
<br />� ___ I 1. � — - _.... - I
<br />V�� .. : I - - -_ -_ -_ - - ,_' __11 . � , �
<br />I
<br />1 .11�__4___ .. I �, C7�__ 1 1 / I . I , 1.
<br />, ,� -
<br />.
<br />/ ., , , I: - _ I -_ I I . �� ,�, A ! � I
<br />0�tl_ ,., ____ I L jJ-6,) INTERLOCK 11 - I -! /U -
<br />90,./ _-, 11 1 ,, EXTERIOR _' I 1- ._:� - 'I . . EDGE
<br />- - 'RA�m � �_� 'r -_6o_iSC'-R"r'-EN-- � '-'�j � , ' - - . � DISTANCE
<br />�
<br />- ___ ,_ 1 �s _T �k _�� a
<br />, e
<br />`�_,_ I J_L r /.. / , I I . ��
<br />i �\,/ (r4� I I
<br />1� ,-. � _. i .
<br />- - I .- 1. -
<br />l l %I- '_ 42) ( - / \�,� - , 1� - 1,
<br />V41 A �
<br />,_� tr� - -1.
<br />PANEl - - ___11 - ____ PANELWIDTH - ------------ _�:�, � / 11 I- " MAY,
<br />L- 114� * �
<br />. - 11.1-. DOOR FRAME WIDTH ---- -- -- ---- I -
<br />�___ __ . .- DOORFRAMEWIDTH -------------------- -- I TYP. ANCHOR TYPE, EMBEDMENT
<br />: 1\ I- ___ --i /- AND EDGE DISTANCE PER
<br />..- - \ =�'��, 1
<br />114- MAX --� : 7- / SUBSTRATE, SEE TABLI� 1, 8HEET6
<br />� ,-, 1:�p I I
<br />- I
<br />f
<br />_� I :
<br />. .
<br />DISTANCE I I r - - I ,,, -- . j � ., / ... E
<br />. I 1 -
<br />I , � D7 ___ __ -7
<br />T_ , , ,_ � I . A . /"
<br />EDGE i I
<br />:
<br />�
<br />,
<br />�' � � : IRI X 3WSMS RENFORCEMEITT ,=_--jr7 -------- jkzr�� - ". , _ ; -1 � .
<br />,-- -
<br />.� -1 , - .--- I SCREW, 3 PER l LOCATED - ____ ---- --- 4 �
<br />_ 51 1; -- _ A j I I I . .
<br />I - I . 1� __1 AT CEN7ERI_NF. AND 9'FROM I � �1- .
<br />1 .1 .. ��_�71 1
<br />,
<br />,- __ - a '.0w,111 lk
<br />i : : - -_ - ,
<br />,6 "I ��� ____ __ �
<br />r L ENDS (FACTORY INSTALLED) NIL ___ i ; ,
<br />. .. '.. r Al I --- :: �� . - I 0 , �
<br />i .!�_ I -1 -� � I
<br />: �� I I I � 11 - - =�i ,� .
<br />I
<br />: FOR � 2-319"ROW . � i I I L , I - - - -- ------------ �__
<br />,� , -
<br />I tNTE TYP ANCHORTYPE, SPACING .1� . , f - kll /-1:@2) L�_1.L=L1__'_ �'-. � j .
<br />�' 4 ��-_,, -,' �-:-i-l__' . 2-118"ROW
<br />PLCIC�- I l - I I... --'I- - �
<br />I 1`1.413�- rl AND EDGE � I ,I� z 4, ]__!_�� -----,.-::--_M�= I ;;_2� _._=� i,,�Kj' 1� . . SPACING
<br />____ 1. (�_'i . . . i'l,", i � _. 4�_�_, . : r I � j .. I I
<br />i --- -
<br />ll ( = � I _�L - , I _
<br />-
<br />.- OtSIAN4UL .PER SUaSTRATE,-, ' �� "! I 1 j I F77=1 --i - � - jj ..
<br />- ��, �, I SIEF TABLE 1, SI4EF- 6 1 , r�_ ; � - . . .
<br />� . i _ ,�,-;�7 �� - I .
<br />i � 11.1 1. � i . awaw&l I
<br />: . I "'r, F Il I I - I I
<br />; _ ...
<br />� � -1 I , 'I"i i I- . it ::;;;� __ I L,� .... � i , . . ;
<br />I ,/, - . -_ - 1�_,__z , -1 El
<br />f I EDGE � � I . r _ _/ �E:�;� _
<br />i DISTANCE I I r , I - FIXED PANEL CLIP ,)� F7 _T_ I - , I .,, �, . , ' MENT
<br />p �� � _.. - AND ANC -ORS, Srr - - I ... -_ . , CONCRETE[CMU
<br />� I- ". 11 � I � � - DETAIL SHEET 7 ��,�_/ 91� �r I -, , I '; . PER ANCHOR
<br />I 2X WOO[) 8IJQKSTR;P . ' ; � STANDARD SCREEN .,- ^ I ,
<br />�
<br />- . - r]Xf,,) STILE F .
<br />0 R F FAM ING, S E C EMB E DWE N T 4__.� � li REOURIE'l
<br />i NOTE 4, S�iEET i TYP. ANCHOR TYPE,EMBE Dl f . . __..._1_ � EXTERIOR I - I �_- 1A"MAX.
<br />I /- AND �EUGE 0�1�,-ANCE PER SUBSTRAT E 2X WOOD BUCKS TRIP -- 1. � .... PANEI-WIDTH - --- � 4 11?��
<br />5 I ON �RAWNG SEE ___1 --- _6�T___
<br />s DIST;NCE ; / 11 ____0 7�,_� [ AIL 3�
<br />�_- /1 " -C F 4, SHEET C ' EtkiL ' ' `�
<br />- EDGE SE , TAOT! I NO rE 41 �HL.71 [_D 3 � !:DETAIL 2
<br />: � . �__ -.11 -
<br />------ - _. .
<br />I., __ .__ � , -..", __ - NCIIN�S fRUCT URAL L��,DD �� 'IT Ric- [ INTO MASR�R�Y
<br />� [:LL=
<br />�-.-- � _ I z _ ___',
<br />I __._-qjy , ----,- - I I -ANCHOR
<br />EMBED- - __ --4, ;,---,--.---,----I "I �.
<br />-
<br />MLN; --_-_�!::::�-_:�__: - 1W
<br /> ........ - I I - __ ',�; -'( �I� Ij Ili,,,_
<br />.F. - �� " _ _��7_7' - MAX 4Cf-,ES 10 ,
<br />: _, �--�_, , _=� ...--I- I : I . 1', LIE YAls APPLY 10 Z. I AND 4 TRACK 11 I.. "' j�q R.w'.d Ry. vailn
<br />I I ( - . ,,, \ 11,11 0" ",
<br />,��::, __ -.--.---P/ 1 --1-7- 'I ,�, i Regsk1w,
<br />. =1 "I 0. "I I
<br />- I _7 ------ � 1 ,� - doNrGuRATioNs. . " ,
<br />- ,-, - __ - (� - �
<br />. - .- . " .. ..... � �ql OPI IOPML 2j SEE SHEETS 24 FOR ANCHOR l I l0l SPACNG, - .�N " _�I�,� '� 11 -
<br />- � - 1,.� -, __ ... , I I .
<br />P-4-OOK � .... .. - 3) SEE 7ABLES P-4 FOR RFINFORrl ��, 11� � "IN.-- 1� - * _�_ i
<br />1� Rl t - "... ... � I... - .L . _� � R.Wsi-
<br />1�) , , , V I _:� 't " , r". vi.d R3" ODIC I
<br />__ T ,: � " , " , � RECUIREMEl - � . 0.551(35 , -
<br />"L,41-- � I;r' LONG, 8 / . : � 4) CONTINUOUS ANCHOR Fll ITEM #9, IS IRFOVIRED - .)It .� 1� � . I
<br />PANEL MIDSPAN � / I . I - . , �ww
<br />. I ,., ---- -- ,- - I :
<br />� 1� ..... � , I I AT A�L FRAN F. ANOW)R LOCATIONS. - k - � 'a' 7 __� -_ � ----
<br />I I �. � 11 i- , -
<br />!LP_HOO� - � 5� PANEL WrDTH ODES NOT INCLUDE INTERLOCK OR . � a-;��3jj� -jr, : U -- -_ a l sy,
<br />IS - R NI . _--- - Ir ... __/ T � .. 11, .. tu :: 7"
<br />-
<br />�1� L EXTERIOP AS I RAGAL ADD -ON. -13 - I C� � -,- .HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />PLATE SIMS, PO-qM1 6�ALL REINFORCEMENTS ARE APPROXIMATELY THE 11 I. ;"
<br />#lox 1.141 PK)OK � I . s 'l,' ..., <: -� ---- -- ------ --- .. .
<br />I I , pt Cc) , I I aff&
<br />,
<br />1* L FULL.-ENGTH OPTHE EXTRUSION. REFER TGTEST ." " ". 1 1070 TECHNOLOGY DRWE r1ft
<br /> / I
<br />(11) @ 2-5-15' D.C. I I I 1.� "I REPOR IS FOR EXACT DWER81ONS. � " . .... i .. , ,�, I IV. VENICE, FT M275 VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />4 . " ,/, SS!ON �� I P.01 Box 1529
<br />� , I - I -
<br />i _,D,ETAIL 1 1 �j, I � I I I I 0, AOKO" FL _U274
<br />I - � � � . I sarI00"t v,awing %�
<br />I ; INTO WOOD I . A,LYNN,kAfL R.P,E. I - -1�: l
<br />4 -------- I . 1'. r V �_" 6 7 G5 - . T. OF A VTH, #29296 57012770/2870 ISNTS 5 OF 13 FLA-SGD570-0
<br />__ - - - . _ ... ___ . ............ . ... _ ___ . .......... � ... .... � ..... .. .. _,_____,_______ I � ---- _._,_____J I "'O'�` I 171
<br />I .__________.____-_._-
<br />I.....- ___
<br />11 2-TRACK CONFIGURATI I --I
<br />[i -_ ___�
<br />F - �. I I ' IDETAI C2
<br />. 61 1
<br />t __ 1_1 _LL['4IM1
<br />: NA
<br />. a, MAX, MAX. 1. 6E ,
<br />�
<br />� - - T- - � �-! -,---I
<br />.
<br />7- . . '" � L -)
<br />: i
<br />.
<br />—
<br />-1 - 11 A ; �. - 92-
<br />' ANCHOR T �-��A _6F
<br />' APPROX, 6% . � I ,' AIL 15] DAYLIGHT OPIENING Ill FCRNTU�A�,
<br />ANCHOR � NOWSTRUCTURAL - - .
<br /># _
<br />.FALIL
<br />�j
<br />�
<br />�',
<br />,
<br />_�]
<br />L
<br />,
<br />� I LOCATIONS FOR , \ THIS SHEETI ITHM SHE
<br />LOCATIONS FOR : o I WTDTFL PANEL WIDTH - 8.2116"
<br />� 1. -
<br />1-lih � . 4EXT. _L_ - : : BYPASS (HEAD & SILL) I -I------, -L- .I-- -1 p, HEIGHT. PANEL HEIGHT - a-vw
<br />4EXT. , POCKET : CONDITIONS- (--,- � , I f /_ \
<br />�
<br />I CONDITIONS. 21 _6. � � I --- I I I I
<br />MAX i -�- -- I- - _,-, -, -,-,- -� -- -- +_ - -, - -1 . ....... ... - - 0 f
<br />-1 __ - __- - � ANCIOIS NTO I F7 _, 1 ;- - - 4--.11 1 � 1 =14' . ,
<br />I I � , i, 1, � / I/ -, /f 'I,--, I 1\� \,- 3�; 4 - - PANEL WIDTH -- ----,
<br />12' MAX. O.G, P-HOOK. O.C., , fl 1, / " I 11. - - � ---
<br />- - , : � �
<br />., / ", . I I � t . I �-- DLO -
<br />I . . /. / / .. / I I I . - -1 I
<br />- I
<br />I I _ I - � ) � t, -, I I I DAWC�Kr IL___ -_ ___j I --- - r ---
<br />-F—J � I . T '_ r I
<br />11
<br />t I � - i I � � 0 - ____::7— ��
<br />v / I OPEl WIDTH �
<br />� /� - �/ I F I
<br />I , / // I . . DAYLIGHTI : I
<br />I
<br />I"/ / �. / , � . I � 1"4
<br />� I // , ;T, - 5 I
<br />Al' / -
<br />, I
<br />d4
<br />- ANCHOR @ CENTER OF (@ I ANCHOR C CENTER OF AiL 6 I I
<br />' F_ EACH PANEL- SEE TABLES / / /' ,6 OPENING,
<br />. � SHE ,
<br />PI�F
<br />A
<br />�
<br />It, C
<br />Flir�TAT. (@7 EACH PANEL, SEE TABLES ;�j / " / " , , I SHE HEIGHT 1 1 �
<br />I '1� /
<br />11 .
<br />/ " / /1 ,�� , � I
<br />___ I / I,/ � : i [TtF�tE� _U
<br />ON SHEETS 8 & 9. ON SHEETS a & P, / / i . .
<br />.1 ___ . I I L -
<br />I
<br />�
<br />. . EXITY ,,./ I . F
<br />� A j 1XI OR 10, . .X, I I I I
<br />, I �
<br />-, �// , . I
<br />I,
<br />"
<br />_911 1219" MIN. O.C. - Y/ / " 1 . PANELTYPE PANELTYPE I , I �
<br />. %/ " I ! 1 1 1 -
<br />I
<br />�� � � 2 ANCHORS @ CENTER OF ' --- 2 ANCHORS @ CENTER OF ) / P6C �� v1__ I I , I
<br />11 I EACH PANEL. SEE TABLES ON � . - EACH PANEL. SEE TABLES i/ BY / / 7 � . 'qt DETAIL I F AiL 2 ; . I
<br />SHEETS 8 a 9, 11 I"- ON SHEETS 8 & 9� � I SHEET 6j SHEET 5 1 �__ I � - I
<br />,( ,1 I EXT.V .� / OTHERS / , -Ill -
<br />EXTT I �/ , (UNDER / ,' ! . A L_ __ [T- PANEL
<br />I- N , 41 MIN, O.C. - 41 MIN. O.C. � ,1 /1.1 , __� <�j 'w 1 DETAIL 3 F' HEIGHT' DLO
<br />- ,/SEPARATE,.' , � �', f FS-KE-Er T I
<br />) ,"APPROVAL) ; . w
<br />12i9-MIW0.0 - [--- // 1, I/ .I.- / I./I . ; --v - -, r
<br />� / , . " ,� , I ./I .: I t
<br />� �
<br />. � . . , ; I
<br />4 . CLUSTER OF 3 �, /, , ,/ / / -, " . I 9 I
<br />�
<br />� .1 1� , I I , ,9D 6
<br />ffz� I -FILE TER OF 3 I". .' / , / !, . � L ' I
<br />/ / 11 , I !
<br />`US O,S,O,T, ' �� 114-1 i :
<br />C . 6
<br />, ANCHORS Q S WAICH LE � " i, I I __ INTERLOCK :
<br />, "T"'S S, .
<br />INTERSECTIONS. TERS E \ " / / , ;; I SHOWN I
<br />TABLES ON 'FEET, �' / / / / I
<br />I SEE TABLES ON . rt OF I CL OF -
<br />EXT.V l 1i I 6'MAX-
<br />. SHEETS 8 & S. E)CV,V PANEL 7 F_T_ ____) PANEL I L ;
<br />" , --,-,4. 1 1 , __
<br />, / )__ -,, I I I / ! ,,--\ _`1 (O HEAD
<br />, /
<br />, /
<br />, /
<br />, /
<br />1, /
<br />1__/ ._ , " , , I'll I I I � I � I . I e . � 4 _ - a SfLL)
<br />'��- 4" MIN. D.C. _/ :_ ;,-r k I I I , �I -I )__,_J_� _. i . I
<br />. � , 11
<br />4'W.RO_C'1 tHEAD & SILL) - I- .,L) It 1___T1j ,,-,< 1-_�, � l
<br />.
<br />1156�i "",I �' / . / / - Z\�__ (HEAD & SILL)
<br />" _
<br />
<br />i
<br />. �� � CLUSTER OF 5 . . . . . . . . CLUSTER OF 5 ANCHORS I/ . 1 2� - -
<br />- I DETAIL F
<br />. ANCHORS @ STILE I - fD_FTXL'6f IDETAIL __ - __ F _I
<br />__7 - ig� -STILE INTERSECTIONS. ELdS �HEE F �17 ,1 jHIS SHE"
<br />2.37v TYP. ! I INTEFISECTIONS. - SEE TABLES ON SHEETS
<br />�7-, —.- - 5FAil, H2 0-__0__ �TE___ FPT]=H
<br />__ SEE TABLES ON ", f H2
<br />EXT.T SHEETS 8 & 9. EXT.v l I-- - _� - - - C6+2 ANCHOR
<br />, f . t== ------- C3+1 ANCHOR CONFIGURA'FION SHO^
<br />31 IT MIN. O.C� �_ ---� �-- 4- MIN. O.G. CONFIGURATION S�IOWN; � /§�!4
<br />ISEE Al -_ (SEE APPUICASLE DIP
<br />WMAX. 6"MAX. TABLES 2, 3 OR 4) TABLES 2. 3 OR 4)
<br />'To END OF - (TO END OF NOTES:
<br />ATIA �"ED'AMB - I ATTACHED JAMB T) FOR CONFIGURATIONS, SEE SHEET 12.
<br />Ffi _LF7 I ANCHOR @ 2) FOR ANCHOR EDGE DISTANCE AND
<br />=
<br />4 �IA W . '0 F? J7 4 SILL ENDS, EMBEDMENT. SEE TABLE I SHEET 6.
<br />EXT,v A , EXT.T . 3) DAYLIGHT OPENING �DLO) FORMULAS;
<br />Wil PANEL WIDTH - "16- i
<br />NO TIE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGV EVANCE AND EMBEDMENT. HEIG, HT: PANEL HEIG4�`F . "Ji6l I I
<br />-
<br />11125�
<br />N11
<br />I
<br />. � +,
<br />I �_ 1, 11
<br />I -
<br />I , ,
<br />I I - � 1�11 I
<br />I
<br />"' �,
<br />f.37 ' I
<br />I . I ",
<br />EXT.V -1 '., , , T, 190,
<br />1 �_;
<br />`VEEPHOLE PATTERN g 24- O.C.
<br />WEEPHOLE PATTERN @ SILL ENDS
<br />-1-11 __
<br />— _ - -_
<br />� � . DETAIL 4] 1 DETAIL441
<br />�
<br />. 1: 1��q_NnONRY I :
<br />: -1 - INTO GO "I
<br />� i Ix BU&SMIF [
<br />I --,---.- ------ _�
<br />. TYP. ANCHOR TYPE, EMBEDMENT AND
<br />,
<br />MIN. 2.7 KSI CONCRETE Q r- EDGE DISTANCE PER SUBSTRATE.
<br />HEAD PERANCHOR 1 SEE TABLE 1, aHEET 6 TYP_ ANCHOR TYPE, EMBEDMENT AND
<br />REQUIMNifNT, sEt ,/p-3,w � ' -- EDGE DISTANCE PEP. SUBSTRATE,
<br />ITABLE 1 SHEET 6 1 _� DISTANCE -1 EDGE \ \ SEE TABLE 1, SIFFFT 6
<br />' rr1rA1ZG7 - EDGE 2-30*
<br />. I . _;Ii 'A . � DISTANCE .\ , , - ROW --I
<br />1 2 . I I ' I SPACING I r
<br />EMBED- . � I - !; , , � __ __ � .
<br />MEN7. - 17 , � - - 9� . f
<br />, � f ________�1_____, �� - ---.----
<br />I . . � , , t - - 4 , .11 - �- -
<br />____E. I - , :�� --c EMBED_
<br />_�7 - --7- �� � - - _:� I
<br />.
<br />I - _ - - I _J Im -,- _ - �,, -�-] - ,
<br />-4v ,=�_ e__ -
<br />.���m �_7�
<br />.� I �:z -
<br />-1 -i'__ , :�� i
<br />_��A_�� _
<br />, �_ �_ , .
<br />I - i I m.k,- i C 1
<br />51. . -, , Eii= L , p""
<br />; , f _� L`4'
<br />: 1/4'
<br />! , lii� I I 11 MAX ,:�,-.� � � ___� ---
<br />. IF q�,l wil �1 �.,_., A 111 _/ I vgr-ml * MAX.
<br />IiOR2X � , , 98 X,V4'SM
<br />.; 1�) A_&_!11 ! REINFORCFWNT SCREW
<br />WOOD 1-==k, 0 _��
<br />I I
<br />BUCKSTRIP, I[I \-C7 � 96-1 �� ; -
<br />I
<br />1 7 PFRSTL E�, LOCATED AT
<br />.
<br />�, i
<br />SEE I k,-., . � CEINTERLINE AND 6', T&
<br />11 - , r. ;
<br />NOTE, 4, .�, � 12- FROM ENDS (FACTORY
<br />I
<br />.
<br />- � :1 h 11
<br />h
<br />7 �, .� INSTALLED)
<br />., � I � I I I I I i � " "
<br />11.1
<br />I ,��. , " * . � - - / l ar. . .
<br />�� -�'.._ . I r-N,11 ,��",-S.
<br />, . .. '�
<br />, � V�c . .
<br />I , I 11� - RVMW W. D.I�.- R..I.blr
<br />-Z7 * � ", 5q�705 . 7�
<br />� r4o. �. -
<br />- : . -
<br />.
<br />- : ct, - � j Go 0-allsft1v 0� Ev
<br />:� , ,;�, I �jp a- -.-' quf �_ -7
<br />0 , .. . "
<br />I 4tjz� ANGHOR LOCATIONS (2 TRACKS) J ROSOWSKI
<br />, ,;� " S-ZA-re 0� .-, ,:,:-' - I
<br />, 0 ", .,,� ,
<br />, X\ " 1-,I.ORt0'-" 0 , , 1070 TECHNMMY CWIVE TW& l.
<br />I 11 I �
<br />I �� ...... ... ,I� � , N. VENICE, FL 34276 VINYL SGD INSTALLATION GUIDELINES 11118110
<br />-,,, Is'sl , XV 0 P.0- BOK MEW
<br />/�1?10N 0 MWOW, PL M274 swossAxlk, Shea pi� I
<br />IIIIII0 P" __T__
<br />A- LYNN M E I
<br />. P.Ed IL14'I"E I CL-mT_ ()FAvaf. Awx ,97012770/2870 Isile"T'S, 1 2 OF 13 1 FLA-SGD570-01 I
<br />i 11 � I .
<br />1. -,.,? . FOR
<br />: . /
<br />t . LOCKSTILES, ::
<br />: @��' R , ASTRAGALS, / 1 :: j
<br />: I / ; j .
<br />I . , : I ;1 .,
<br />; EXTERIOR I ... \ FD(rO STLES I .., � ;
<br />� . I �
<br />; AND , . �)
<br />/t,_1 . � . i z
<br />.
<br />,� 6 I \ HORIZOWAL / i J
<br />,\j _. i . \ I
<br />I I I \ RAILS :
<br />I � I I \ % / I I
<br />s . �
<br />;
<br />I L_ T[ : � i ,
<br />i
<br />I . , ; � SILL RISER VARIES
<br />� .
<br />w .
<br />��
<br />� . ... 2 11, ;I � WITH REOUIRFO
<br />I (9 ; POSITIVE DESIGN
<br />! . - z
<br />FRAME I C � , �_ q La . PRESSURE, SEE TABLE
<br />__: w - ?�
<br />: T .. - - SEE NOTES it . -, A, SHEETS 8 & a
<br />.
<br />L
<br />O .
<br />HEIGHT , : i PANEL j 3&G V) I I li-9)
<br />SEE : HEIGHT i I
<br />TABLES I - BELOW i X
<br />I .
<br />i 7 I i I @)
<br />2. 3 & 4 f r FRAME . � `___1 ; 2 3. .1 cii,
<br />0 HEI FIT - ' , � I � I
<br />'11-111 ; !
<br />.
<br />2- 1 . :
<br />I I (�,) i 4-51W
<br />I i /,J�� RISER 1 4-1116"
<br />. � 3_1W
<br />.
<br />I ��
<br />U [ � f T � I `- 1�
<br />, ,-_ i - � RISER
<br />I
<br />I ... � RISER
<br />I
<br />; 1 (4___3)4 1 l- -1 11�
<br />[ _DETAIL 4-1
<br />L�N
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />_
<br />r ' EDGE DISTANCE PER SUBSTRATE,
<br />, � SEE TABLE T SHEET 6
<br />2_316, -1 EDGE
<br />\ I Row :� DISTANCE -
<br /> . 11 � r! PA I CING I . . I I I
<br />_. . , 11 - 1.� I � I�L , 11.1 I I , I I
<br />� - .
<br />. 1� � r. I . , I I Ill - .
<br />1. . . . - -
<br />". I 1. S , , k , - �
<br />� . . -f -1 � w . 4 �, -.
<br />� I
<br />1
<br />.
<br />IE - �_ �_ ___ �
<br />.
<br />�Iw
<br />I X MAX
<br />I . I �
<br />TABLE 1, ANCHOR TYPES:
<br />TYF, ANC40R TYPE, EMBEDMENT AND
<br />EDGE DISTAXCE PER SUBSTRATE,
<br />SEE TABLE 1. SHEET 6
<br />EDGE
<br />---� L)I$TANM
<br />FDE�
<br />1_TN_r6 Awv_mwwl
<br />V81, MtU el
<br />ALUMINUM SUBSTRATE
<br />METAL SUBSTRATES TO FIF PROPERLY DESIGNED
<br />TO TRANSFER LOAD IMPOSED ON THEM
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE __\
<br />SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
<br />EDGE STRUCTURAL STEEL
<br />-1 DISTANCE ,'_\� SUBSTRATE
<br />� -
<br />_
<br />1 DETA L4
<br />L I!L
<br />TO STEEL
<br />METAL SUBSTRATE DETAILSSRMIN FOR READ
<br />ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
<br />EXCEPT POCKET �AMB)
<br />! I k,
<br />,i
<br />I I --(�6 �, f
<br />I __
<br />I F9 , ,4_�h ".1 j �. �
<br />,
<br />I 1
<br />62�_, i ,,, I ;. NOTES
<br />, - : _6 -
<br />- \ � - � 3 � -
<br />I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
<br />� ; I I
<br />I f.� I
<br />K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
<br />>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
<br />Q21) i (J4_1. i
<br />(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
<br />- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
<br />I
<br />I (1_5�_ 1 ��2 1 f 110
<br />i I i . __
<br />� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
<br />I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
<br />ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
<br />.
<br />11-_ --- ��, I I t , ,\1 \� NN 41'?�Q I/ Rv.twd W, 09W l
<br />I
<br />- - - - 1.1� _1 1, - 1-17 .___�,'��." . GROUT AS __ -, . I " ,�� _1111"��? "
<br />� . . . _ I 1�,� NEEDED� I -, __. - lf, -,�)' - eNSE' " I- __
<br />. .. I . . , .1 . I __ -D
<br />114' T ." - � . � � __�� . V4' 'C' . * I-
<br />. . . Ej . � - I"__ ��T- L , A,� , ,,, 1. �
<br />-
<br />� E �I �� __ �-_-_.Z- -.-- _- .
<br />L� --- � ' �-, �', - - - '. -_7_'�:f�� z -9- I40. - � jy, -
<br />_ , - � MIN. 2�1 KSI SHEET =::�_ - , , - - -
<br />. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
<br />I l
<br />MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
<br />. 1, 4 1 . NOT - ,;� : *
<br />PER E E 4w� � III -_ 5 Q
<br />- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
<br />[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
<br />NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
<br />TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
<br />, .. I --T—m-
<br />.
<br />�
<br />�
<br />AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
<br />SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
<br />I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
<br />, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
<br />, ...
<br />. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
<br />. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
<br />P1_4 58705 CEPT OF AUnl CSM 57012770/2870 NTS 6OF13 I7M1A'ft-SGD570-01!
<br />__ .---- -
<br />Ty Pe subwate Anchor . Minimum wn. Edge
<br />__ , - Embedment Distance
<br />______ -
<br /># 2 heet eWScrvw,IG,% I -Ts" T,I�
<br />P.T. Sauttmm Pine -
<br />($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
<br />1
<br />114* Elco Cirele-Nex SS4 1AIT 1-314"
<br />A -
<br />Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
<br />Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
<br />- - _
<br />A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
<br />I I = , Mly -
<br />Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
<br />C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
<br />__ - _____
<br />Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
<br />(AS TM -90) -
<br />114" Elco Crele-Flex SS4 i-14' 1.3141
<br />-
<br />CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
<br />Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
<br />T) � --,."-.,--- ___
<br />ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
<br />(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
<br />. _
<br />tq�YST-Ojy I
<br />., ie
<br />L_4_____A___j
<br />11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
<br />,
<br />E q P,12a'l I �w.
<br />CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
<br />\�., I I
<br />11-T-ilfl?" P7r)p.1-0'z
<br />FMA Keystone Certification Program
<br />Certification Authorization Report
<br />OAR & Product ID Number 190 - 263
<br />CAR Issue Date: 12114/201 0
<br />CAR Expiration Data: 11/1 1/2014
<br />Company Code: 190
<br />This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
<br />of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
<br />-1— :
<br />- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
<br />-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
<br />cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
<br />of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
<br />label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
<br />Company Information: Product Information:
<br />PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
<br />1070 Technology Dr. Operatoi Typa: SD
<br />PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
<br />Nokomis FL 34274 Pv1 ax 'A' idth: 203
<br />1 Mix Height: 96
<br />Referenced Standard: I Product Rating:
<br />ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No: FTL-6376/6377
<br />Test Re,�,ort Expirition: 1 1111112014
<br />Authorized Signature:
<br />"�?� Ill -7--
<br />, _
<br />. ,�
<br />Ilarcsia Fall_,. Presicril
<br />- �%,.kelslinecersconn
<br />Keystone Certifications. Inc.
<br />1790 Old Trail Road, Suite D
<br />Ett-rs, Pennsylvania 17219
<br />Phone: 717-922-850C,
<br />Fax; 717-9.32-15501
<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 D R: FL 5 0.
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />XXXX
<br />i or HM
<br />— - HVIIT _F_777TF_I I _T1 -F-----7--
<br />— -- ---- ____ - _.- � - - - --------- - - - ---------I- --_'_'_-_
<br />.
<br />_ -
<br />_-
<br />I jp�TAIL 2A . -1 � , "' - -
<br />-
<br />I DETAIL I! __.E_TAi - FDET;klL 3; IX OR 2X WOOD
<br />L11410 MASC�lr,Ry 1: TERLO M05M, ONRY
<br />IN I
<br />- . * L M4 _-�11 -
<br />, Ix E
<br />CONCPE'l - YP. Al TYPE, EMBEDMENT AND tl __ AFOUIRFID IF l _. - �xr BUC4<5Tl / NOTF4,SHEET1
<br />- / I l PER SUBSTRATE, SEE TABLE 1. SHEET� -�) "' � ,%N .
<br />PERANGf1nR , 4 _\11FtGHT IS OVER 96" r , .
<br />� , Fj lciF , �, \.- ,�� , , - 1, � I
<br />REQUIRENIENT 7� , ��6,'ASIRAGAILACCION ,/" , - ,�. '_ ., CONCRFTEfCl j
<br />STANCE 1� " 1 '765) N _� I 11-11-I.- ��.n I PERANGHOR
<br />I '.. , , �/ ,,, `�� I - ... . I—. 1 ' ' ' .
<br />1 1. 2, �,� .
<br />, I � � NON-RTRUCTURAL .1 I ; TRAGAL ADD -ON REll , , \ I 'A - REQUIREMENT
<br />.1, .., � -11 / / K
<br />1-1 �1_ .1. .
<br />" � DI " , , - -1 ..,., _� ' � AS �9@)__ . -_ - - - I
<br />121 �', - ji I I . I /__ AWHOR le. - I __ '. - . � � W., I - L_
<br />4 I 1 . � ,, (40--� ,--- -`/ rii)- . ..... . I I . � ,
<br />'= I ,�, -, — - , -- . _..� i �.j , � � . - -
<br />Er,1BED- - ' . , . , " I ��, -_� I v I __,_,� #IGX2-1j2'1SMS _ .1 'L�- � - .
<br />MENU � ' ' Nt , ."\ ,�, rr I RENFOR'� a . - __ - �. .'.. - �_�Ugl 1,:! . �
<br />.: �,, , , ` I—' ', �, -_ EMEW SCREW; 5 " I I . - '(0, ( j � . j EMBEDMENT
<br />� , ! _ I " 11 �, I I "I .
<br />j , � , � � � � /-�20)OPTICNAL, , � 1 ,
<br />� � - 1, 'I F ,-, PER ASI RAGA�. I 1 ; 11 z , i
<br />zz- I . . _�W
<br />- i F__ ___::�. �! I . /_kw.'�QUALLY-SPACEDANCr I : - ___ IJ - .. I . . . �
<br />4 7____T=__1__T "' 4;��-_, L=/. -, �, - %, q� . om",
<br />_____�_�'�� =1 , ,__ -- - -1 1
<br />14' I '�7� 2 `�,- , - ,"� � I - FROM ENDS (FACTORY , - .. - I TYR ANCHOR TYPE, EMBEDMENT
<br />, -_- --
<br />i 't 11 � - ;��; �L f, I I " . I..... .-.--.-. . / INSTAI I ED), L;-:�:�.'� .1-1 - - - - yl� . , � I ,
<br />�_ � ,
<br />, " j
<br />I ".�; � L__" '.
<br />g
<br />;�t , _
<br />__.. - � L I � �.-- AM) EDGE DISTANCE PER
<br />- "
<br />_ �� - -
<br />" _
<br />MAX. __ - ,_, __ = _.." _7� ----\ _:7v� �, '_ SUBSTRAT
<br />i-J), - \ a:_� 01, LI I \8,-\
<br />"f — ,�F— -.--- __ ,. I , - . s
<br />/ ---I- I � - ___- I_ I .._,;:_===--_-','_ -
<br />— �JLI I , — ,� — I "' 11
<br />- -1 , -.1.11. -_ .. .. '. E, SEE TABLE 1, SHEET B
<br />I __ � i, -- — RI.,--4—_--- --- -'- _j _ . -E----=-=--_1__ _�_ � I . I/ ,
<br />(;�11 j 10 07 W, , , , -, - 11�;r I i
<br />Ir
<br />- /
<br />z!0 -1
<br />POCI<ET
<br />P-HOOK
<br />- :
<br />( I i ��--, ", ; �__
<br />�
<br />�
<br />FOR �j :
<br />.
<br />LOCKSMI,l !
<br />.
<br />ASTR,AGALS. I :
<br />FIXED __ , __ I ,
<br />S I �LES A'ID �,-
<br />HORIZON7AI , -
<br />XAIL,; :
<br />� I � " ii�!)) I I
<br />.,
<br />_�� " I '��--'-:'-' SEE NOTES
<br />. 3&6
<br />A
<br />i - - - _.� BE LOW
<br />.
<br />:
<br />;
<br />l (
<br />\ 11� � � ..... - - I �__ _. .
<br />� i ! 11��__ . I I
<br />11 ____ 1 --- (11_____ - � .
<br />r . i " _1 - I
<br />-I'll.. t NIP[ I ,_ ,-- mftmu, �
<br />- -------- L �., __ .— � JtR .. .... _,_= I— �= �� a : . 11CA17 I I % . �
<br />� ___ I 1. � — - _.... - I
<br />V�� .. : I - - -_ -_ -_ - - ,_' __11 . � , �
<br />I
<br />1 .11�__4___ .. I �, C7�__ 1 1 / I . I , 1.
<br />, ,� -
<br />.
<br />/ ., , , I: - _ I -_ I I . �� ,�, A ! � I
<br />0�tl_ ,., ____ I L jJ-6,) INTERLOCK 11 - I -! /U -
<br />90,./ _-, 11 1 ,, EXTERIOR _' I 1- ._:� - 'I . . EDGE
<br />- - 'RA�m � �_� 'r -_6o_iSC'-R"r'-EN-- � '-'�j � , ' - - . � DISTANCE
<br />�
<br />- ___ ,_ 1 �s _T �k _�� a
<br />, e
<br />`�_,_ I J_L r /.. / , I I . ��
<br />i �\,/ (r4� I I
<br />1� ,-. � _. i .
<br />- - I .- 1. -
<br />l l %I- '_ 42) ( - / \�,� - , 1� - 1,
<br />V41 A �
<br />,_� tr� - -1.
<br />PANEl - - ___11 - ____ PANELWIDTH - ------------ _�:�, � / 11 I- " MAY,
<br />L- 114� * �
<br />. - 11.1-. DOOR FRAME WIDTH ---- -- -- ---- I -
<br />�___ __ . .- DOORFRAMEWIDTH -------------------- -- I TYP. ANCHOR TYPE, EMBEDMENT
<br />: 1\ I- ___ --i /- AND EDGE DISTANCE PER
<br />..- - \ =�'��, 1
<br />114- MAX --� : 7- / SUBSTRATE, SEE TABLI� 1, 8HEET6
<br />� ,-, 1:�p I I
<br />- I
<br />f
<br />_� I :
<br />. .
<br />DISTANCE I I r - - I ,,, -- . j � ., / ... E
<br />. I 1 -
<br />I , � D7 ___ __ -7
<br />T_ , , ,_ � I . A . /"
<br />EDGE i I
<br />:
<br />�
<br />,
<br />�' � � : IRI X 3WSMS RENFORCEMEITT ,=_--jr7 -------- jkzr�� - ". , _ ; -1 � .
<br />,-- -
<br />.� -1 , - .--- I SCREW, 3 PER l LOCATED - ____ ---- --- 4 �
<br />_ 51 1; -- _ A j I I I . .
<br />I - I . 1� __1 AT CEN7ERI_NF. AND 9'FROM I � �1- .
<br />1 .1 .. ��_�71 1
<br />,
<br />,- __ - a '.0w,111 lk
<br />i : : - -_ - ,
<br />,6 "I ��� ____ __ �
<br />r L ENDS (FACTORY INSTALLED) NIL ___ i ; ,
<br />. .. '.. r Al I --- :: �� . - I 0 , �
<br />i .!�_ I -1 -� � I
<br />: �� I I I � 11 - - =�i ,� .
<br />I
<br />: FOR � 2-319"ROW . � i I I L , I - - - -- ------------ �__
<br />,� , -
<br />I tNTE TYP ANCHORTYPE, SPACING .1� . , f - kll /-1:@2) L�_1.L=L1__'_ �'-. � j .
<br />�' 4 ��-_,, -,' �-:-i-l__' . 2-118"ROW
<br />PLCIC�- I l - I I... --'I- - �
<br />I 1`1.413�- rl AND EDGE � I ,I� z 4, ]__!_�� -----,.-::--_M�= I ;;_2� _._=� i,,�Kj' 1� . . SPACING
<br />____ 1. (�_'i . . . i'l,", i � _. 4�_�_, . : r I � j .. I I
<br />i --- -
<br />ll ( = � I _�L - , I _
<br />-
<br />.- OtSIAN4UL .PER SUaSTRATE,-, ' �� "! I 1 j I F77=1 --i - � - jj ..
<br />- ��, �, I SIEF TABLE 1, SI4EF- 6 1 , r�_ ; � - . . .
<br />� . i _ ,�,-;�7 �� - I .
<br />i � 11.1 1. � i . awaw&l I
<br />: . I "'r, F Il I I - I I
<br />; _ ...
<br />� � -1 I , 'I"i i I- . it ::;;;� __ I L,� .... � i , . . ;
<br />I ,/, - . -_ - 1�_,__z , -1 El
<br />f I EDGE � � I . r _ _/ �E:�;� _
<br />i DISTANCE I I r , I - FIXED PANEL CLIP ,)� F7 _T_ I - , I .,, �, . , ' MENT
<br />p �� � _.. - AND ANC -ORS, Srr - - I ... -_ . , CONCRETE[CMU
<br />� I- ". 11 � I � � - DETAIL SHEET 7 ��,�_/ 91� �r I -, , I '; . PER ANCHOR
<br />I 2X WOO[) 8IJQKSTR;P . ' ; � STANDARD SCREEN .,- ^ I ,
<br />�
<br />- . - r]Xf,,) STILE F .
<br />0 R F FAM ING, S E C EMB E DWE N T 4__.� � li REOURIE'l
<br />i NOTE 4, S�iEET i TYP. ANCHOR TYPE,EMBE Dl f . . __..._1_ � EXTERIOR I - I �_- 1A"MAX.
<br />I /- AND �EUGE 0�1�,-ANCE PER SUBSTRAT E 2X WOOD BUCKS TRIP -- 1. � .... PANEI-WIDTH - --- � 4 11?��
<br />5 I ON �RAWNG SEE ___1 --- _6�T___
<br />s DIST;NCE ; / 11 ____0 7�,_� [ AIL 3�
<br />�_- /1 " -C F 4, SHEET C ' EtkiL ' ' `�
<br />- EDGE SE , TAOT! I NO rE 41 �HL.71 [_D 3 � !:DETAIL 2
<br />: � . �__ -.11 -
<br />------ - _. .
<br />I., __ .__ � , -..", __ - NCIIN�S fRUCT URAL L��,DD �� 'IT Ric- [ INTO MASR�R�Y
<br />� [:LL=
<br />�-.-- � _ I z _ ___',
<br />I __._-qjy , ----,- - I I -ANCHOR
<br />EMBED- - __ --4, ;,---,--.---,----I "I �.
<br />-
<br />MLN; --_-_�!::::�-_:�__: - 1W
<br /> ........ - I I - __ ',�; -'( �I� Ij Ili,,,_
<br />.F. - �� " _ _��7_7' - MAX 4Cf-,ES 10 ,
<br />: _, �--�_, , _=� ...--I- I : I . 1', LIE YAls APPLY 10 Z. I AND 4 TRACK 11 I.. "' j�q R.w'.d Ry. vailn
<br />I I ( - . ,,, \ 11,11 0" ",
<br />,��::, __ -.--.---P/ 1 --1-7- 'I ,�, i Regsk1w,
<br />. =1 "I 0. "I I
<br />- I _7 ------ � 1 ,� - doNrGuRATioNs. . " ,
<br />- ,-, - __ - (� - �
<br />. - .- . " .. ..... � �ql OPI IOPML 2j SEE SHEETS 24 FOR ANCHOR l I l0l SPACNG, - .�N " _�I�,� '� 11 -
<br />- � - 1,.� -, __ ... , I I .
<br />P-4-OOK � .... .. - 3) SEE 7ABLES P-4 FOR RFINFORrl ��, 11� � "IN.-- 1� - * _�_ i
<br />1� Rl t - "... ... � I... - .L . _� � R.Wsi-
<br />1�) , , , V I _:� 't " , r". vi.d R3" ODIC I
<br />__ T ,: � " , " , � RECUIREMEl - � . 0.551(35 , -
<br />"L,41-- � I;r' LONG, 8 / . : � 4) CONTINUOUS ANCHOR Fll ITEM #9, IS IRFOVIRED - .)It .� 1� � . I
<br />PANEL MIDSPAN � / I . I - . , �ww
<br />. I ,., ---- -- ,- - I :
<br />� 1� ..... � , I I AT A�L FRAN F. ANOW)R LOCATIONS. - k - � 'a' 7 __� -_ � ----
<br />I I �. � 11 i- , -
<br />!LP_HOO� - � 5� PANEL WrDTH ODES NOT INCLUDE INTERLOCK OR . � a-;��3jj� -jr, : U -- -_ a l sy,
<br />IS - R NI . _--- - Ir ... __/ T � .. 11, .. tu :: 7"
<br />-
<br />�1� L EXTERIOP AS I RAGAL ADD -ON. -13 - I C� � -,- .HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />PLATE SIMS, PO-qM1 6�ALL REINFORCEMENTS ARE APPROXIMATELY THE 11 I. ;"
<br />#lox 1.141 PK)OK � I . s 'l,' ..., <: -� ---- -- ------ --- .. .
<br />I I , pt Cc) , I I aff&
<br />,
<br />1* L FULL.-ENGTH OPTHE EXTRUSION. REFER TGTEST ." " ". 1 1070 TECHNOLOGY DRWE r1ft
<br /> / I
<br />(11) @ 2-5-15' D.C. I I I 1.� "I REPOR IS FOR EXACT DWER81ONS. � " . .... i .. , ,�, I IV. VENICE, FT M275 VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />4 . " ,/, SS!ON �� I P.01 Box 1529
<br />� , I - I -
<br />i _,D,ETAIL 1 1 �j, I � I I I I 0, AOKO" FL _U274
<br />I - � � � . I sarI00"t v,awing %�
<br />I ; INTO WOOD I . A,LYNN,kAfL R.P,E. I - -1�: l
<br />4 -------- I . 1'. r V �_" 6 7 G5 - . T. OF A VTH, #29296 57012770/2870 ISNTS 5 OF 13 FLA-SGD570-0
<br />__ - - - . _ ... ___ . ............ . ... _ ___ . .......... � ... .... � ..... .. .. _,_____,_______ I � ---- _._,_____J I "'O'�` I 171
<br />I .__________.____-_._-
<br />I.....- ___
<br />11 2-TRACK CONFIGURATI I --I
<br />[i -_ ___�
<br />F - �. I I ' IDETAI C2
<br />. 61 1
<br />t __ 1_1 _LL['4IM1
<br />: NA
<br />. a, MAX, MAX. 1. 6E ,
<br />�
<br />� - - T- - � �-! -,---I
<br />.
<br />7- . . '" � L -)
<br />: i
<br />.
<br />—
<br />-1 - 11 A ; �. - 92-
<br />' ANCHOR T �-��A _6F
<br />' APPROX, 6% . � I ,' AIL 15] DAYLIGHT OPIENING Ill FCRNTU�A�,
<br />ANCHOR � NOWSTRUCTURAL - - .
<br /># _
<br />.FALIL
<br />�j
<br />�
<br />�',
<br />,
<br />_�]
<br />L
<br />,
<br />� I LOCATIONS FOR , \ THIS SHEETI ITHM SHE
<br />LOCATIONS FOR : o I WTDTFL PANEL WIDTH - 8.2116"
<br />� 1. -
<br />1-lih � . 4EXT. _L_ - : : BYPASS (HEAD & SILL) I -I------, -L- .I-- -1 p, HEIGHT. PANEL HEIGHT - a-vw
<br />4EXT. , POCKET : CONDITIONS- (--,- � , I f /_ \
<br />�
<br />I CONDITIONS. 21 _6. � � I --- I I I I
<br />MAX i -�- -- I- - _,-, -, -,-,- -� -- -- +_ - -, - -1 . ....... ... - - 0 f
<br />-1 __ - __- - � ANCIOIS NTO I F7 _, 1 ;- - - 4--.11 1 � 1 =14' . ,
<br />I I � , i, 1, � / I/ -, /f 'I,--, I 1\� \,- 3�; 4 - - PANEL WIDTH -- ----,
<br />12' MAX. O.G, P-HOOK. O.C., , fl 1, / " I 11. - - � ---
<br />- - , : � �
<br />., / ", . I I � t . I �-- DLO -
<br />I . . /. / / .. / I I I . - -1 I
<br />- I
<br />I I _ I - � ) � t, -, I I I DAWC�Kr IL___ -_ ___j I --- - r ---
<br />-F—J � I . T '_ r I
<br />11
<br />t I � - i I � � 0 - ____::7— ��
<br />v / I OPEl WIDTH �
<br />� /� - �/ I F I
<br />I , / // I . . DAYLIGHTI : I
<br />I
<br />I"/ / �. / , � . I � 1"4
<br />� I // , ;T, - 5 I
<br />Al' / -
<br />, I
<br />d4
<br />- ANCHOR @ CENTER OF (@ I ANCHOR C CENTER OF AiL 6 I I
<br />' F_ EACH PANEL- SEE TABLES / / /' ,6 OPENING,
<br />. � SHE ,
<br />PI�F
<br />A
<br />�
<br />It, C
<br />Flir�TAT. (@7 EACH PANEL, SEE TABLES ;�j / " / " , , I SHE HEIGHT 1 1 �
<br />I '1� /
<br />11 .
<br />/ " / /1 ,�� , � I
<br />___ I / I,/ � : i [TtF�tE� _U
<br />ON SHEETS 8 & 9. ON SHEETS a & P, / / i . .
<br />.1 ___ . I I L -
<br />I
<br />�
<br />. . EXITY ,,./ I . F
<br />� A j 1XI OR 10, . .X, I I I I
<br />, I �
<br />-, �// , . I
<br />I,
<br />"
<br />_911 1219" MIN. O.C. - Y/ / " 1 . PANELTYPE PANELTYPE I , I �
<br />. %/ " I ! 1 1 1 -
<br />I
<br />�� � � 2 ANCHORS @ CENTER OF ' --- 2 ANCHORS @ CENTER OF ) / P6C �� v1__ I I , I
<br />11 I EACH PANEL. SEE TABLES ON � . - EACH PANEL. SEE TABLES i/ BY / / 7 � . 'qt DETAIL I F AiL 2 ; . I
<br />SHEETS 8 a 9, 11 I"- ON SHEETS 8 & 9� � I SHEET 6j SHEET 5 1 �__ I � - I
<br />,( ,1 I EXT.V .� / OTHERS / , -Ill -
<br />EXTT I �/ , (UNDER / ,' ! . A L_ __ [T- PANEL
<br />I- N , 41 MIN, O.C. - 41 MIN. O.C. � ,1 /1.1 , __� <�j 'w 1 DETAIL 3 F' HEIGHT' DLO
<br />- ,/SEPARATE,.' , � �', f FS-KE-Er T I
<br />) ,"APPROVAL) ; . w
<br />12i9-MIW0.0 - [--- // 1, I/ .I.- / I./I . ; --v - -, r
<br />� / , . " ,� , I ./I .: I t
<br />� �
<br />. � . . , ; I
<br />4 . CLUSTER OF 3 �, /, , ,/ / / -, " . I 9 I
<br />�
<br />� .1 1� , I I , ,9D 6
<br />ffz� I -FILE TER OF 3 I". .' / , / !, . � L ' I
<br />/ / 11 , I !
<br />`US O,S,O,T, ' �� 114-1 i :
<br />C . 6
<br />, ANCHORS Q S WAICH LE � " i, I I __ INTERLOCK :
<br />, "T"'S S, .
<br />INTERSECTIONS. TERS E \ " / / , ;; I SHOWN I
<br />TABLES ON 'FEET, �' / / / / I
<br />I SEE TABLES ON . rt OF I CL OF -
<br />EXT.V l 1i I 6'MAX-
<br />. SHEETS 8 & S. E)CV,V PANEL 7 F_T_ ____) PANEL I L ;
<br />" , --,-,4. 1 1 , __
<br />, / )__ -,, I I I / ! ,,--\ _`1 (O HEAD
<br />, /
<br />, /
<br />, /
<br />, /
<br />1, /
<br />1__/ ._ , " , , I'll I I I � I � I . I e . � 4 _ - a SfLL)
<br />'��- 4" MIN. D.C. _/ :_ ;,-r k I I I , �I -I )__,_J_� _. i . I
<br />. � , 11
<br />4'W.RO_C'1 tHEAD & SILL) - I- .,L) It 1___T1j ,,-,< 1-_�, � l
<br />.
<br />1156�i "",I �' / . / / - Z\�__ (HEAD & SILL)
<br />" _
<br />
<br />i
<br />. �� � CLUSTER OF 5 . . . . . . . . CLUSTER OF 5 ANCHORS I/ . 1 2� - -
<br />- I DETAIL F
<br />. ANCHORS @ STILE I - fD_FTXL'6f IDETAIL __ - __ F _I
<br />__7 - ig� -STILE INTERSECTIONS. ELdS �HEE F �17 ,1 jHIS SHE"
<br />2.37v TYP. ! I INTEFISECTIONS. - SEE TABLES ON SHEETS
<br />�7-, —.- - 5FAil, H2 0-__0__ �TE___ FPT]=H
<br />__ SEE TABLES ON ", f H2
<br />EXT.T SHEETS 8 & 9. EXT.v l I-- - _� - - - C6+2 ANCHOR
<br />, f . t== ------- C3+1 ANCHOR CONFIGURA'FION SHO^
<br />31 IT MIN. O.C� �_ ---� �-- 4- MIN. O.G. CONFIGURATION S�IOWN; � /§�!4
<br />ISEE Al -_ (SEE APPUICASLE DIP
<br />WMAX. 6"MAX. TABLES 2, 3 OR 4) TABLES 2. 3 OR 4)
<br />'To END OF - (TO END OF NOTES:
<br />ATIA �"ED'AMB - I ATTACHED JAMB T) FOR CONFIGURATIONS, SEE SHEET 12.
<br />Ffi _LF7 I ANCHOR @ 2) FOR ANCHOR EDGE DISTANCE AND
<br />=
<br />4 �IA W . '0 F? J7 4 SILL ENDS, EMBEDMENT. SEE TABLE I SHEET 6.
<br />EXT,v A , EXT.T . 3) DAYLIGHT OPENING �DLO) FORMULAS;
<br />Wil PANEL WIDTH - "16- i
<br />NO TIE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGV EVANCE AND EMBEDMENT. HEIG, HT: PANEL HEIG4�`F . "Ji6l I I
<br />-
<br />11125�
<br />N11
<br />I
<br />. � +,
<br />I �_ 1, 11
<br />I -
<br />I , ,
<br />I I - � 1�11 I
<br />I
<br />"' �,
<br />f.37 ' I
<br />I . I ",
<br />EXT.V -1 '., , , T, 190,
<br />1 �_;
<br />`VEEPHOLE PATTERN g 24- O.C.
<br />WEEPHOLE PATTERN @ SILL ENDS
<br />-1-11 __
<br />— _ - -_
<br />� � . DETAIL 4] 1 DETAIL441
<br />�
<br />. 1: 1��q_NnONRY I :
<br />: -1 - INTO GO "I
<br />� i Ix BU&SMIF [
<br />I --,---.- ------ _�
<br />. TYP. ANCHOR TYPE, EMBEDMENT AND
<br />,
<br />MIN. 2.7 KSI CONCRETE Q r- EDGE DISTANCE PER SUBSTRATE.
<br />HEAD PERANCHOR 1 SEE TABLE 1, aHEET 6 TYP_ ANCHOR TYPE, EMBEDMENT AND
<br />REQUIMNifNT, sEt ,/p-3,w � ' -- EDGE DISTANCE PEP. SUBSTRATE,
<br />ITABLE 1 SHEET 6 1 _� DISTANCE -1 EDGE \ \ SEE TABLE 1, SIFFFT 6
<br />' rr1rA1ZG7 - EDGE 2-30*
<br />. I . _;Ii 'A . � DISTANCE .\ , , - ROW --I
<br />1 2 . I I ' I SPACING I r
<br />EMBED- . � I - !; , , � __ __ � .
<br />MEN7. - 17 , � - - 9� . f
<br />, � f ________�1_____, �� - ---.----
<br />I . . � , , t - - 4 , .11 - �- -
<br />____E. I - , :�� --c EMBED_
<br />_�7 - --7- �� � - - _:� I
<br />.
<br />I - _ - - I _J Im -,- _ - �,, -�-] - ,
<br />-4v ,=�_ e__ -
<br />.���m �_7�
<br />.� I �:z -
<br />-1 -i'__ , :�� i
<br />_��A_�� _
<br />, �_ �_ , .
<br />I - i I m.k,- i C 1
<br />51. . -, , Eii= L , p""
<br />; , f _� L`4'
<br />: 1/4'
<br />! , lii� I I 11 MAX ,:�,-.� � � ___� ---
<br />. IF q�,l wil �1 �.,_., A 111 _/ I vgr-ml * MAX.
<br />IiOR2X � , , 98 X,V4'SM
<br />.; 1�) A_&_!11 ! REINFORCFWNT SCREW
<br />WOOD 1-==k, 0 _��
<br />I I
<br />BUCKSTRIP, I[I \-C7 � 96-1 �� ; -
<br />I
<br />1 7 PFRSTL E�, LOCATED AT
<br />.
<br />�, i
<br />SEE I k,-., . � CEINTERLINE AND 6', T&
<br />11 - , r. ;
<br />NOTE, 4, .�, � 12- FROM ENDS (FACTORY
<br />I
<br />.
<br />- � :1 h 11
<br />h
<br />7 �, .� INSTALLED)
<br />., � I � I I I I I i � " "
<br />11.1
<br />I ,��. , " * . � - - / l ar. . .
<br />�� -�'.._ . I r-N,11 ,��",-S.
<br />, . .. '�
<br />, � V�c . .
<br />I , I 11� - RVMW W. D.I�.- R..I.blr
<br />-Z7 * � ", 5q�705 . 7�
<br />� r4o. �. -
<br />- : . -
<br />.
<br />- : ct, - � j Go 0-allsft1v 0� Ev
<br />:� , ,;�, I �jp a- -.-' quf �_ -7
<br />0 , .. . "
<br />I 4tjz� ANGHOR LOCATIONS (2 TRACKS) J ROSOWSKI
<br />, ,;� " S-ZA-re 0� .-, ,:,:-' - I
<br />, 0 ", .,,� ,
<br />, X\ " 1-,I.ORt0'-" 0 , , 1070 TECHNMMY CWIVE TW& l.
<br />I 11 I �
<br />I �� ...... ... ,I� � , N. VENICE, FL 34276 VINYL SGD INSTALLATION GUIDELINES 11118110
<br />-,,, Is'sl , XV 0 P.0- BOK MEW
<br />/�1?10N 0 MWOW, PL M274 swossAxlk, Shea pi� I
<br />IIIIII0 P" __T__
<br />A- LYNN M E I
<br />. P.Ed IL14'I"E I CL-mT_ ()FAvaf. Awx ,97012770/2870 Isile"T'S, 1 2 OF 13 1 FLA-SGD570-01 I
<br />i 11 � I .
<br />1. -,.,? . FOR
<br />: . /
<br />t . LOCKSTILES, ::
<br />: @��' R , ASTRAGALS, / 1 :: j
<br />: I / ; j .
<br />I . , : I ;1 .,
<br />; EXTERIOR I ... \ FD(rO STLES I .., � ;
<br />� . I �
<br />; AND , . �)
<br />/t,_1 . � . i z
<br />.
<br />,� 6 I \ HORIZOWAL / i J
<br />,\j _. i . \ I
<br />I I I \ RAILS :
<br />I � I I \ % / I I
<br />s . �
<br />;
<br />I L_ T[ : � i ,
<br />i
<br />I . , ; � SILL RISER VARIES
<br />� .
<br />w .
<br />��
<br />� . ... 2 11, ;I � WITH REOUIRFO
<br />I (9 ; POSITIVE DESIGN
<br />! . - z
<br />FRAME I C � , �_ q La . PRESSURE, SEE TABLE
<br />__: w - ?�
<br />: T .. - - SEE NOTES it . -, A, SHEETS 8 & a
<br />.
<br />L
<br />O .
<br />HEIGHT , : i PANEL j 3&G V) I I li-9)
<br />SEE : HEIGHT i I
<br />TABLES I - BELOW i X
<br />I .
<br />i 7 I i I @)
<br />2. 3 & 4 f r FRAME . � `___1 ; 2 3. .1 cii,
<br />0 HEI FIT - ' , � I � I
<br />'11-111 ; !
<br />.
<br />2- 1 . :
<br />I I (�,) i 4-51W
<br />I i /,J�� RISER 1 4-1116"
<br />. � 3_1W
<br />.
<br />I ��
<br />U [ � f T � I `- 1�
<br />, ,-_ i - � RISER
<br />I
<br />I ... � RISER
<br />I
<br />; 1 (4___3)4 1 l- -1 11�
<br />[ _DETAIL 4-1
<br />L�N
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />_
<br />r ' EDGE DISTANCE PER SUBSTRATE,
<br />, � SEE TABLE T SHEET 6
<br />2_316, -1 EDGE
<br />\ I Row :� DISTANCE -
<br /> . 11 � r! PA I CING I . . I I I
<br />_. . , 11 - 1.� I � I�L , 11.1 I I , I I
<br />� - .
<br />. 1� � r. I . , I I Ill - .
<br />1. . . . - -
<br />". I 1. S , , k , - �
<br />� . . -f -1 � w . 4 �, -.
<br />� I
<br />1
<br />.
<br />IE - �_ �_ ___ �
<br />.
<br />�Iw
<br />I X MAX
<br />I . I �
<br />TABLE 1, ANCHOR TYPES:
<br />TYF, ANC40R TYPE, EMBEDMENT AND
<br />EDGE DISTAXCE PER SUBSTRATE,
<br />SEE TABLE 1. SHEET 6
<br />EDGE
<br />---� L)I$TANM
<br />FDE�
<br />1_TN_r6 Awv_mwwl
<br />V81, MtU el
<br />ALUMINUM SUBSTRATE
<br />METAL SUBSTRATES TO FIF PROPERLY DESIGNED
<br />TO TRANSFER LOAD IMPOSED ON THEM
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE __\
<br />SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
<br />EDGE STRUCTURAL STEEL
<br />-1 DISTANCE ,'_\� SUBSTRATE
<br />� -
<br />_
<br />1 DETA L4
<br />L I!L
<br />TO STEEL
<br />METAL SUBSTRATE DETAILSSRMIN FOR READ
<br />ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
<br />EXCEPT POCKET �AMB)
<br />! I k,
<br />,i
<br />I I --(�6 �, f
<br />I __
<br />I F9 , ,4_�h ".1 j �. �
<br />,
<br />I 1
<br />62�_, i ,,, I ;. NOTES
<br />, - : _6 -
<br />- \ � - � 3 � -
<br />I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
<br />� ; I I
<br />I f.� I
<br />K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
<br />>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
<br />Q21) i (J4_1. i
<br />(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
<br />- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
<br />I
<br />I (1_5�_ 1 ��2 1 f 110
<br />i I i . __
<br />� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
<br />I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
<br />ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
<br />.
<br />11-_ --- ��, I I t , ,\1 \� NN 41'?�Q I/ Rv.twd W, 09W l
<br />I
<br />- - - - 1.1� _1 1, - 1-17 .___�,'��." . GROUT AS __ -, . I " ,�� _1111"��? "
<br />� . . . _ I 1�,� NEEDED� I -, __. - lf, -,�)' - eNSE' " I- __
<br />. .. I . . , .1 . I __ -D
<br />114' T ." - � . � � __�� . V4' 'C' . * I-
<br />. . . Ej . � - I"__ ��T- L , A,� , ,,, 1. �
<br />-
<br />� E �I �� __ �-_-_.Z- -.-- _- .
<br />L� --- � ' �-, �', - - - '. -_7_'�:f�� z -9- I40. - � jy, -
<br />_ , - � MIN. 2�1 KSI SHEET =::�_ - , , - - -
<br />. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
<br />I l
<br />MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
<br />. 1, 4 1 . NOT - ,;� : *
<br />PER E E 4w� � III -_ 5 Q
<br />- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
<br />[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
<br />NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
<br />TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
<br />, .. I --T—m-
<br />.
<br />�
<br />�
<br />AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
<br />SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
<br />I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
<br />, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
<br />, ...
<br />. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
<br />. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
<br />P1_4 58705 CEPT OF AUnl CSM 57012770/2870 NTS 6OF13 I7M1A'ft-SGD570-01!
<br />__ .---- -
<br />Ty Pe subwate Anchor . Minimum wn. Edge
<br />__ , - Embedment Distance
<br />______ -
<br /># 2 heet eWScrvw,IG,% I -Ts" T,I�
<br />P.T. Sauttmm Pine -
<br />($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
<br />1
<br />114* Elco Cirele-Nex SS4 1AIT 1-314"
<br />A -
<br />Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
<br />Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
<br />- - _
<br />A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
<br />I I = , Mly -
<br />Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
<br />C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
<br />__ - _____
<br />Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
<br />(AS TM -90) -
<br />114" Elco Crele-Flex SS4 i-14' 1.3141
<br />-
<br />CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
<br />Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
<br />T) � --,."-.,--- ___
<br />ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
<br />(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
<br />. _
<br />tq�YST-Ojy I
<br />., ie
<br />L_4_____A___j
<br />11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
<br />,
<br />E q P,12a'l I �w.
<br />CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
<br />\�., I I
<br />11-T-ilfl?" P7r)p.1-0'z
<br />FMA Keystone Certification Program
<br />Certification Authorization Report
<br />OAR & Product ID Number 190 - 263
<br />CAR Issue Date: 12114/201 0
<br />CAR Expiration Data: 11/1 1/2014
<br />Company Code: 190
<br />This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
<br />of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
<br />-1— :
<br />- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
<br />-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
<br />cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
<br />of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
<br />label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
<br />Company Information: Product Information:
<br />PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
<br />1070 Technology Dr. Operatoi Typa: SD
<br />PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
<br />Nokomis FL 34274 Pv1 ax 'A' idth: 203
<br />1 Mix Height: 96
<br />Referenced Standard: I Product Rating:
<br />ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No: FTL-6376/6377
<br />Test Re,�,ort Expirition: 1 1111112014
<br />Authorized Signature:
<br />"�?� Ill -7--
<br />, _
<br />. ,�
<br />Ilarcsia Fall_,. Presicril
<br />- �%,.kelslinecersconn
<br />Keystone Certifications. Inc.
<br />1790 Old Trail Road, Suite D
<br />Ett-rs, Pennsylvania 17219
<br />Phone: 717-922-850C,
<br />Fax; 717-9.32-15501
<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 D R: FL 5 0.
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />XXXX
<br />i or HM
<br />— - HVIIT _F_777TF_I I _T1 -F-----7--
<br />\ 11� � � ..... - - I �__ _. .
<br />� i ! 11��__ . I I
<br />11 ____ 1 --- (11_____ - � .
<br />r . i " _1 - I
<br />-I'll.. t NIP[ I ,_ ,-- mftmu, �
<br />- -------- L �., __ .— � JtR .. .... _,_= I— �= �� a : . 11CA17 I I % . �
<br />� ___ I 1. � — - _.... - I
<br />V�� .. : I - - -_ -_ -_ - - ,_' __11 . � , �
<br />I
<br />1 .11�__4___ .. I �, C7�__ 1 1 / I . I , 1.
<br />, ,� -
<br />.
<br />/ ., , , I: - _ I -_ I I . �� ,�, A ! � I
<br />0�tl_ ,., ____ I L jJ-6,) INTERLOCK 11 - I -! /U -
<br />90,./ _-, 11 1 ,, EXTERIOR _' I 1- ._:� - 'I . . EDGE
<br />- - 'RA�m � �_� 'r -_6o_iSC'-R"r'-EN-- � '-'�j � , ' - - . � DISTANCE
<br />�
<br />- ___ ,_ 1 �s _T �k _�� a
<br />, e
<br />`�_,_ I J_L r /.. / , I I . ��
<br />i �\,/ (r4� I I
<br />1� ,-. � _. i .
<br />- - I .- 1. -
<br />l l %I- '_ 42) ( - / \�,� - , 1� - 1,
<br />V41 A �
<br />,_� tr� - -1.
<br />PANEl - - ___11 - ____ PANELWIDTH - ------------ _�:�, � / 11 I- " MAY,
<br />L- 114� * �
<br />. - 11.1-. DOOR FRAME WIDTH ---- -- -- ---- I -
<br />�___ __ . .- DOORFRAMEWIDTH -------------------- -- I TYP. ANCHOR TYPE, EMBEDMENT
<br />: 1\ I- ___ --i /- AND EDGE DISTANCE PER
<br />..- - \ =�'��, 1
<br />114- MAX --� : 7- / SUBSTRATE, SEE TABLI� 1, 8HEET6
<br />� ,-, 1:�p I I
<br />- I
<br />f
<br />_� I :
<br />. .
<br />DISTANCE I I r - - I ,,, -- . j � ., / ... E
<br />. I 1 -
<br />I , � D7 ___ __ -7
<br />T_ , , ,_ � I . A . /"
<br />EDGE i I
<br />:
<br />�
<br />,
<br />�' � � : IRI X 3WSMS RENFORCEMEITT ,=_--jr7 -------- jkzr�� - ". , _ ; -1 � .
<br />,-- -
<br />.� -1 , - .--- I SCREW, 3 PER l LOCATED - ____ ---- --- 4 �
<br />_ 51 1; -- _ A j I I I . .
<br />I - I . 1� __1 AT CEN7ERI_NF. AND 9'FROM I � �1- .
<br />1 .1 .. ��_�71 1
<br />,
<br />,- __ - a '.0w,111 lk
<br />i : : - -_ - ,
<br />,6 "I ��� ____ __ �
<br />r L ENDS (FACTORY INSTALLED) NIL ___ i ; ,
<br />. .. '.. r Al I --- :: �� . - I 0 , �
<br />i .!�_ I -1 -� � I
<br />: �� I I I � 11 - - =�i ,� .
<br />I
<br />: FOR � 2-319"ROW . � i I I L , I - - - -- ------------ �__
<br />,� , -
<br />I tNTE TYP ANCHORTYPE, SPACING .1� . , f - kll /-1:@2) L�_1.L=L1__'_ �'-. � j .
<br />�' 4 ��-_,, -,' �-:-i-l__' . 2-118"ROW
<br />PLCIC�- I l - I I... --'I- - �
<br />I 1`1.413�- rl AND EDGE � I ,I� z 4, ]__!_�� -----,.-::--_M�= I ;;_2� _._=� i,,�Kj' 1� . . SPACING
<br />____ 1. (�_'i . . . i'l,", i � _. 4�_�_, . : r I � j .. I I
<br />i --- -
<br />ll ( = � I _�L - , I _
<br />-
<br />.- OtSIAN4UL .PER SUaSTRATE,-, ' �� "! I 1 j I F77=1 --i - � - jj ..
<br />- ��, �, I SIEF TABLE 1, SI4EF- 6 1 , r�_ ; � - . . .
<br />� . i _ ,�,-;�7 �� - I .
<br />i � 11.1 1. � i . awaw&l I
<br />: . I "'r, F Il I I - I I
<br />; _ ...
<br />� � -1 I , 'I"i i I- . it ::;;;� __ I L,� .... � i , . . ;
<br />I ,/, - . -_ - 1�_,__z , -1 El
<br />f I EDGE � � I . r _ _/ �E:�;� _
<br />i DISTANCE I I r , I - FIXED PANEL CLIP ,)� F7 _T_ I - , I .,, �, . , ' MENT
<br />p �� � _.. - AND ANC -ORS, Srr - - I ... -_ . , CONCRETE[CMU
<br />� I- ". 11 � I � � - DETAIL SHEET 7 ��,�_/ 91� �r I -, , I '; . PER ANCHOR
<br />I 2X WOO[) 8IJQKSTR;P . ' ; � STANDARD SCREEN .,- ^ I ,
<br />�
<br />- . - r]Xf,,) STILE F .
<br />0 R F FAM ING, S E C EMB E DWE N T 4__.� � li REOURIE'l
<br />i NOTE 4, S�iEET i TYP. ANCHOR TYPE,EMBE Dl f . . __..._1_ � EXTERIOR I - I �_- 1A"MAX.
<br />I /- AND �EUGE 0�1�,-ANCE PER SUBSTRAT E 2X WOOD BUCKS TRIP -- 1. � .... PANEI-WIDTH - --- � 4 11?��
<br />5 I ON �RAWNG SEE ___1 --- _6�T___
<br />s DIST;NCE ; / 11 ____0 7�,_� [ AIL 3�
<br />�_- /1 " -C F 4, SHEET C ' EtkiL ' ' `�
<br />- EDGE SE , TAOT! I NO rE 41 �HL.71 [_D 3 � !:DETAIL 2
<br />: � . �__ -.11 -
<br />------ - _. .
<br />I., __ .__ � , -..", __ - NCIIN�S fRUCT URAL L��,DD �� 'IT Ric- [ INTO MASR�R�Y
<br />� [:LL=
<br />�-.-- � _ I z _ ___',
<br />I __._-qjy , ----,- - I I -ANCHOR
<br />EMBED- - __ --4, ;,---,--.---,----I "I �.
<br />-
<br />MLN; --_-_�!::::�-_:�__: - 1W
<br /> ........ - I I - __ ',�; -'( �I� Ij Ili,,,_
<br />.F. - �� " _ _��7_7' - MAX 4Cf-,ES 10 ,
<br />: _, �--�_, , _=� ...--I- I : I . 1', LIE YAls APPLY 10 Z. I AND 4 TRACK 11 I.. "' j�q R.w'.d Ry. vailn
<br />I I ( - . ,,, \ 11,11 0" ",
<br />,��::, __ -.--.---P/ 1 --1-7- 'I ,�, i Regsk1w,
<br />. =1 "I 0. "I I
<br />- I _7 ------ � 1 ,� - doNrGuRATioNs. . " ,
<br />- ,-, - __ - (� - �
<br />. - .- . " .. ..... � �ql OPI IOPML 2j SEE SHEETS 24 FOR ANCHOR l I l0l SPACNG, - .�N " _�I�,� '� 11 -
<br />- � - 1,.� -, __ ... , I I .
<br />P-4-OOK � .... .. - 3) SEE 7ABLES P-4 FOR RFINFORrl ��, 11� � "IN.-- 1� - * _�_ i
<br />1� Rl t - "... ... � I... - .L . _� � R.Wsi-
<br />1�) , , , V I _:� 't " , r". vi.d R3" ODIC I
<br />__ T ,: � " , " , � RECUIREMEl - � . 0.551(35 , -
<br />"L,41-- � I;r' LONG, 8 / . : � 4) CONTINUOUS ANCHOR Fll ITEM #9, IS IRFOVIRED - .)It .� 1� � . I
<br />PANEL MIDSPAN � / I . I - . , �ww
<br />. I ,., ---- -- ,- - I :
<br />� 1� ..... � , I I AT A�L FRAN F. ANOW)R LOCATIONS. - k - � 'a' 7 __� -_ � ----
<br />I I �. � 11 i- , -
<br />!LP_HOO� - � 5� PANEL WrDTH ODES NOT INCLUDE INTERLOCK OR . � a-;��3jj� -jr, : U -- -_ a l sy,
<br />IS - R NI . _--- - Ir ... __/ T � .. 11, .. tu :: 7"
<br />-
<br />�1� L EXTERIOP AS I RAGAL ADD -ON. -13 - I C� � -,- .HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
<br />PLATE SIMS, PO-qM1 6�ALL REINFORCEMENTS ARE APPROXIMATELY THE 11 I. ;"
<br />#lox 1.141 PK)OK � I . s 'l,' ..., <: -� ---- -- ------ --- .. .
<br />I I , pt Cc) , I I aff&
<br />,
<br />1* L FULL.-ENGTH OPTHE EXTRUSION. REFER TGTEST ." " ". 1 1070 TECHNOLOGY DRWE r1ft
<br /> / I
<br />(11) @ 2-5-15' D.C. I I I 1.� "I REPOR IS FOR EXACT DWER81ONS. � " . .... i .. , ,�, I IV. VENICE, FT M275 VINYL SGD INSTALLATION GUIDELINES 11/18/10
<br />4 . " ,/, SS!ON �� I P.01 Box 1529
<br />� , I - I -
<br />i _,D,ETAIL 1 1 �j, I � I I I I 0, AOKO" FL _U274
<br />I - � � � . I sarI00"t v,awing %�
<br />I ; INTO WOOD I . A,LYNN,kAfL R.P,E. I - -1�: l
<br />4 -------- I . 1'. r V �_" 6 7 G5 - . T. OF A VTH, #29296 57012770/2870 ISNTS 5 OF 13 FLA-SGD570-0
<br />__ - - - . _ ... ___ . ............ . ... _ ___ . .......... � ... .... � ..... .. .. _,_____,_______ I � ---- _._,_____J I "'O'�` I 171
<br />I .__________.____-_._-
<br />I.....- ___
<br />11 2-TRACK CONFIGURATI I --I
<br />[i -_ ___�
<br />F - �. I I ' IDETAI C2
<br />. 61 1
<br />t __ 1_1 _LL['4IM1
<br />: NA
<br />. a, MAX, MAX. 1. 6E ,
<br />�
<br />� - - T- - � �-! -,---I
<br />.
<br />7- . . '" � L -)
<br />: i
<br />.
<br />—
<br />-1 - 11 A ; �. - 92-
<br />' ANCHOR T �-��A _6F
<br />' APPROX, 6% . � I ,' AIL 15] DAYLIGHT OPIENING Ill FCRNTU�A�,
<br />ANCHOR � NOWSTRUCTURAL - - .
<br /># _
<br />.FALIL
<br />�j
<br />�
<br />�',
<br />,
<br />_�]
<br />L
<br />,
<br />� I LOCATIONS FOR , \ THIS SHEETI ITHM SHE
<br />LOCATIONS FOR : o I WTDTFL PANEL WIDTH - 8.2116"
<br />� 1. -
<br />1-lih � . 4EXT. _L_ - : : BYPASS (HEAD & SILL) I -I------, -L- .I-- -1 p, HEIGHT. PANEL HEIGHT - a-vw
<br />4EXT. , POCKET : CONDITIONS- (--,- � , I f /_ \
<br />�
<br />I CONDITIONS. 21 _6. � � I --- I I I I
<br />MAX i -�- -- I- - _,-, -, -,-,- -� -- -- +_ - -, - -1 . ....... ... - - 0 f
<br />-1 __ - __- - � ANCIOIS NTO I F7 _, 1 ;- - - 4--.11 1 � 1 =14' . ,
<br />I I � , i, 1, � / I/ -, /f 'I,--, I 1\� \,- 3�; 4 - - PANEL WIDTH -- ----,
<br />12' MAX. O.G, P-HOOK. O.C., , fl 1, / " I 11. - - � ---
<br />- - , : � �
<br />., / ", . I I � t . I �-- DLO -
<br />I . . /. / / .. / I I I . - -1 I
<br />- I
<br />I I _ I - � ) � t, -, I I I DAWC�Kr IL___ -_ ___j I --- - r ---
<br />-F—J � I . T '_ r I
<br />11
<br />t I � - i I � � 0 - ____::7— ��
<br />v / I OPEl WIDTH �
<br />� /� - �/ I F I
<br />I , / // I . . DAYLIGHTI : I
<br />I
<br />I"/ / �. / , � . I � 1"4
<br />� I // , ;T, - 5 I
<br />Al' / -
<br />, I
<br />d4
<br />- ANCHOR @ CENTER OF (@ I ANCHOR C CENTER OF AiL 6 I I
<br />' F_ EACH PANEL- SEE TABLES / / /' ,6 OPENING,
<br />. � SHE ,
<br />PI�F
<br />A
<br />�
<br />It, C
<br />Flir�TAT. (@7 EACH PANEL, SEE TABLES ;�j / " / " , , I SHE HEIGHT 1 1 �
<br />I '1� /
<br />11 .
<br />/ " / /1 ,�� , � I
<br />___ I / I,/ � : i [TtF�tE� _U
<br />ON SHEETS 8 & 9. ON SHEETS a & P, / / i . .
<br />.1 ___ . I I L -
<br />I
<br />�
<br />. . EXITY ,,./ I . F
<br />� A j 1XI OR 10, . .X, I I I I
<br />, I �
<br />-, �// , . I
<br />I,
<br />"
<br />_911 1219" MIN. O.C. - Y/ / " 1 . PANELTYPE PANELTYPE I , I �
<br />. %/ " I ! 1 1 1 -
<br />I
<br />�� � � 2 ANCHORS @ CENTER OF ' --- 2 ANCHORS @ CENTER OF ) / P6C �� v1__ I I , I
<br />11 I EACH PANEL. SEE TABLES ON � . - EACH PANEL. SEE TABLES i/ BY / / 7 � . 'qt DETAIL I F AiL 2 ; . I
<br />SHEETS 8 a 9, 11 I"- ON SHEETS 8 & 9� � I SHEET 6j SHEET 5 1 �__ I � - I
<br />,( ,1 I EXT.V .� / OTHERS / , -Ill -
<br />EXTT I �/ , (UNDER / ,' ! . A L_ __ [T- PANEL
<br />I- N , 41 MIN, O.C. - 41 MIN. O.C. � ,1 /1.1 , __� <�j 'w 1 DETAIL 3 F' HEIGHT' DLO
<br />- ,/SEPARATE,.' , � �', f FS-KE-Er T I
<br />) ,"APPROVAL) ; . w
<br />12i9-MIW0.0 - [--- // 1, I/ .I.- / I./I . ; --v - -, r
<br />� / , . " ,� , I ./I .: I t
<br />� �
<br />. � . . , ; I
<br />4 . CLUSTER OF 3 �, /, , ,/ / / -, " . I 9 I
<br />�
<br />� .1 1� , I I , ,9D 6
<br />ffz� I -FILE TER OF 3 I". .' / , / !, . � L ' I
<br />/ / 11 , I !
<br />`US O,S,O,T, ' �� 114-1 i :
<br />C . 6
<br />, ANCHORS Q S WAICH LE � " i, I I __ INTERLOCK :
<br />, "T"'S S, .
<br />INTERSECTIONS. TERS E \ " / / , ;; I SHOWN I
<br />TABLES ON 'FEET, �' / / / / I
<br />I SEE TABLES ON . rt OF I CL OF -
<br />EXT.V l 1i I 6'MAX-
<br />. SHEETS 8 & S. E)CV,V PANEL 7 F_T_ ____) PANEL I L ;
<br />" , --,-,4. 1 1 , __
<br />, / )__ -,, I I I / ! ,,--\ _`1 (O HEAD
<br />, /
<br />, /
<br />, /
<br />, /
<br />1, /
<br />1__/ ._ , " , , I'll I I I � I � I . I e . � 4 _ - a SfLL)
<br />'��- 4" MIN. D.C. _/ :_ ;,-r k I I I , �I -I )__,_J_� _. i . I
<br />. � , 11
<br />4'W.RO_C'1 tHEAD & SILL) - I- .,L) It 1___T1j ,,-,< 1-_�, � l
<br />.
<br />1156�i "",I �' / . / / - Z\�__ (HEAD & SILL)
<br />" _
<br />
<br />i
<br />. �� � CLUSTER OF 5 . . . . . . . . CLUSTER OF 5 ANCHORS I/ . 1 2� - -
<br />- I DETAIL F
<br />. ANCHORS @ STILE I - fD_FTXL'6f IDETAIL __ - __ F _I
<br />__7 - ig� -STILE INTERSECTIONS. ELdS �HEE F �17 ,1 jHIS SHE"
<br />2.37v TYP. ! I INTEFISECTIONS. - SEE TABLES ON SHEETS
<br />�7-, —.- - 5FAil, H2 0-__0__ �TE___ FPT]=H
<br />__ SEE TABLES ON ", f H2
<br />EXT.T SHEETS 8 & 9. EXT.v l I-- - _� - - - C6+2 ANCHOR
<br />, f . t== ------- C3+1 ANCHOR CONFIGURA'FION SHO^
<br />31 IT MIN. O.C� �_ ---� �-- 4- MIN. O.G. CONFIGURATION S�IOWN; � /§�!4
<br />ISEE Al -_ (SEE APPUICASLE DIP
<br />WMAX. 6"MAX. TABLES 2, 3 OR 4) TABLES 2. 3 OR 4)
<br />'To END OF - (TO END OF NOTES:
<br />ATIA �"ED'AMB - I ATTACHED JAMB T) FOR CONFIGURATIONS, SEE SHEET 12.
<br />Ffi _LF7 I ANCHOR @ 2) FOR ANCHOR EDGE DISTANCE AND
<br />=
<br />4 �IA W . '0 F? J7 4 SILL ENDS, EMBEDMENT. SEE TABLE I SHEET 6.
<br />EXT,v A , EXT.T . 3) DAYLIGHT OPENING �DLO) FORMULAS;
<br />Wil PANEL WIDTH - "16- i
<br />NO TIE: SEE TABLE 1, SHEET 6 FOR ANCHOR EDGV EVANCE AND EMBEDMENT. HEIG, HT: PANEL HEIG4�`F . "Ji6l I I
<br />-
<br />11125�
<br />N11
<br />I
<br />. � +,
<br />I �_ 1, 11
<br />I -
<br />I , ,
<br />I I - � 1�11 I
<br />I
<br />"' �,
<br />f.37 ' I
<br />I . I ",
<br />EXT.V -1 '., , , T, 190,
<br />1 �_;
<br />`VEEPHOLE PATTERN g 24- O.C.
<br />WEEPHOLE PATTERN @ SILL ENDS
<br />-1-11 __
<br />— _ - -_
<br />� � . DETAIL 4] 1 DETAIL441
<br />�
<br />. 1: 1��q_NnONRY I :
<br />: -1 - INTO GO "I
<br />� i Ix BU&SMIF [
<br />I --,---.- ------ _�
<br />. TYP. ANCHOR TYPE, EMBEDMENT AND
<br />,
<br />MIN. 2.7 KSI CONCRETE Q r- EDGE DISTANCE PER SUBSTRATE.
<br />HEAD PERANCHOR 1 SEE TABLE 1, aHEET 6 TYP_ ANCHOR TYPE, EMBEDMENT AND
<br />REQUIMNifNT, sEt ,/p-3,w � ' -- EDGE DISTANCE PEP. SUBSTRATE,
<br />ITABLE 1 SHEET 6 1 _� DISTANCE -1 EDGE \ \ SEE TABLE 1, SIFFFT 6
<br />' rr1rA1ZG7 - EDGE 2-30*
<br />. I . _;Ii 'A . � DISTANCE .\ , , - ROW --I
<br />1 2 . I I ' I SPACING I r
<br />EMBED- . � I - !; , , � __ __ � .
<br />MEN7. - 17 , � - - 9� . f
<br />, � f ________�1_____, �� - ---.----
<br />I . . � , , t - - 4 , .11 - �- -
<br />____E. I - , :�� --c EMBED_
<br />_�7 - --7- �� � - - _:� I
<br />.
<br />I - _ - - I _J Im -,- _ - �,, -�-] - ,
<br />-4v ,=�_ e__ -
<br />.���m �_7�
<br />.� I �:z -
<br />-1 -i'__ , :�� i
<br />_��A_�� _
<br />, �_ �_ , .
<br />I - i I m.k,- i C 1
<br />51. . -, , Eii= L , p""
<br />; , f _� L`4'
<br />: 1/4'
<br />! , lii� I I 11 MAX ,:�,-.� � � ___� ---
<br />. IF q�,l wil �1 �.,_., A 111 _/ I vgr-ml * MAX.
<br />IiOR2X � , , 98 X,V4'SM
<br />.; 1�) A_&_!11 ! REINFORCFWNT SCREW
<br />WOOD 1-==k, 0 _��
<br />I I
<br />BUCKSTRIP, I[I \-C7 � 96-1 �� ; -
<br />I
<br />1 7 PFRSTL E�, LOCATED AT
<br />.
<br />�, i
<br />SEE I k,-., . � CEINTERLINE AND 6', T&
<br />11 - , r. ;
<br />NOTE, 4, .�, � 12- FROM ENDS (FACTORY
<br />I
<br />.
<br />- � :1 h 11
<br />h
<br />7 �, .� INSTALLED)
<br />., � I � I I I I I i � " "
<br />11.1
<br />I ,��. , " * . � - - / l ar. . .
<br />�� -�'.._ . I r-N,11 ,��",-S.
<br />, . .. '�
<br />, � V�c . .
<br />I , I 11� - RVMW W. D.I�.- R..I.blr
<br />-Z7 * � ", 5q�705 . 7�
<br />� r4o. �. -
<br />- : . -
<br />.
<br />- : ct, - � j Go 0-allsft1v 0� Ev
<br />:� , ,;�, I �jp a- -.-' quf �_ -7
<br />0 , .. . "
<br />I 4tjz� ANGHOR LOCATIONS (2 TRACKS) J ROSOWSKI
<br />, ,;� " S-ZA-re 0� .-, ,:,:-' - I
<br />, 0 ", .,,� ,
<br />, X\ " 1-,I.ORt0'-" 0 , , 1070 TECHNMMY CWIVE TW& l.
<br />I 11 I �
<br />I �� ...... ... ,I� � , N. VENICE, FL 34276 VINYL SGD INSTALLATION GUIDELINES 11118110
<br />-,,, Is'sl , XV 0 P.0- BOK MEW
<br />/�1?10N 0 MWOW, PL M274 swossAxlk, Shea pi� I
<br />IIIIII0 P" __T__
<br />A- LYNN M E I
<br />. P.Ed IL14'I"E I CL-mT_ ()FAvaf. Awx ,97012770/2870 Isile"T'S, 1 2 OF 13 1 FLA-SGD570-01 I
<br />i 11 � I .
<br />1. -,.,? . FOR
<br />: . /
<br />t . LOCKSTILES, ::
<br />: @��' R , ASTRAGALS, / 1 :: j
<br />: I / ; j .
<br />I . , : I ;1 .,
<br />; EXTERIOR I ... \ FD(rO STLES I .., � ;
<br />� . I �
<br />; AND , . �)
<br />/t,_1 . � . i z
<br />.
<br />,� 6 I \ HORIZOWAL / i J
<br />,\j _. i . \ I
<br />I I I \ RAILS :
<br />I � I I \ % / I I
<br />s . �
<br />;
<br />I L_ T[ : � i ,
<br />i
<br />I . , ; � SILL RISER VARIES
<br />� .
<br />w .
<br />��
<br />� . ... 2 11, ;I � WITH REOUIRFO
<br />I (9 ; POSITIVE DESIGN
<br />! . - z
<br />FRAME I C � , �_ q La . PRESSURE, SEE TABLE
<br />__: w - ?�
<br />: T .. - - SEE NOTES it . -, A, SHEETS 8 & a
<br />.
<br />L
<br />O .
<br />HEIGHT , : i PANEL j 3&G V) I I li-9)
<br />SEE : HEIGHT i I
<br />TABLES I - BELOW i X
<br />I .
<br />i 7 I i I @)
<br />2. 3 & 4 f r FRAME . � `___1 ; 2 3. .1 cii,
<br />0 HEI FIT - ' , � I � I
<br />'11-111 ; !
<br />.
<br />2- 1 . :
<br />I I (�,) i 4-51W
<br />I i /,J�� RISER 1 4-1116"
<br />. � 3_1W
<br />.
<br />I ��
<br />U [ � f T � I `- 1�
<br />, ,-_ i - � RISER
<br />I
<br />I ... � RISER
<br />I
<br />; 1 (4___3)4 1 l- -1 11�
<br />[ _DETAIL 4-1
<br />L�N
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />_
<br />r ' EDGE DISTANCE PER SUBSTRATE,
<br />, � SEE TABLE T SHEET 6
<br />2_316, -1 EDGE
<br />\ I Row :� DISTANCE -
<br /> . 11 � r! PA I CING I . . I I I
<br />_. . , 11 - 1.� I � I�L , 11.1 I I , I I
<br />� - .
<br />. 1� � r. I . , I I Ill - .
<br />1. . . . - -
<br />". I 1. S , , k , - �
<br />� . . -f -1 � w . 4 �, -.
<br />� I
<br />1
<br />.
<br />IE - �_ �_ ___ �
<br />.
<br />�Iw
<br />I X MAX
<br />I . I �
<br />TABLE 1, ANCHOR TYPES:
<br />TYF, ANC40R TYPE, EMBEDMENT AND
<br />EDGE DISTAXCE PER SUBSTRATE,
<br />SEE TABLE 1. SHEET 6
<br />EDGE
<br />---� L)I$TANM
<br />FDE�
<br />1_TN_r6 Awv_mwwl
<br />V81, MtU el
<br />ALUMINUM SUBSTRATE
<br />METAL SUBSTRATES TO FIF PROPERLY DESIGNED
<br />TO TRANSFER LOAD IMPOSED ON THEM
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE __\
<br />SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
<br />EDGE STRUCTURAL STEEL
<br />-1 DISTANCE ,'_\� SUBSTRATE
<br />� -
<br />_
<br />1 DETA L4
<br />L I!L
<br />TO STEEL
<br />METAL SUBSTRATE DETAILSSRMIN FOR READ
<br />ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
<br />EXCEPT POCKET �AMB)
<br />! I k,
<br />,i
<br />I I --(�6 �, f
<br />I __
<br />I F9 , ,4_�h ".1 j �. �
<br />,
<br />I 1
<br />62�_, i ,,, I ;. NOTES
<br />, - : _6 -
<br />- \ � - � 3 � -
<br />I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
<br />� ; I I
<br />I f.� I
<br />K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
<br />>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
<br />Q21) i (J4_1. i
<br />(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
<br />- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
<br />I
<br />I (1_5�_ 1 ��2 1 f 110
<br />i I i . __
<br />� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
<br />I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
<br />ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
<br />.
<br />11-_ --- ��, I I t , ,\1 \� NN 41'?�Q I/ Rv.twd W, 09W l
<br />I
<br />- - - - 1.1� _1 1, - 1-17 .___�,'��." . GROUT AS __ -, . I " ,�� _1111"��? "
<br />� . . . _ I 1�,� NEEDED� I -, __. - lf, -,�)' - eNSE' " I- __
<br />. .. I . . , .1 . I __ -D
<br />114' T ." - � . � � __�� . V4' 'C' . * I-
<br />. . . Ej . � - I"__ ��T- L , A,� , ,,, 1. �
<br />-
<br />� E �I �� __ �-_-_.Z- -.-- _- .
<br />L� --- � ' �-, �', - - - '. -_7_'�:f�� z -9- I40. - � jy, -
<br />_ , - � MIN. 2�1 KSI SHEET =::�_ - , , - - -
<br />. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
<br />I l
<br />MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
<br />. 1, 4 1 . NOT - ,;� : *
<br />PER E E 4w� � III -_ 5 Q
<br />- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
<br />[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
<br />NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
<br />TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
<br />, .. I --T—m-
<br />.
<br />�
<br />�
<br />AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
<br />SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
<br />I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
<br />, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
<br />, ...
<br />. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
<br />. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
<br />P1_4 58705 CEPT OF AUnl CSM 57012770/2870 NTS 6OF13 I7M1A'ft-SGD570-01!
<br />__ .---- -
<br />Ty Pe subwate Anchor . Minimum wn. Edge
<br />__ , - Embedment Distance
<br />______ -
<br /># 2 heet eWScrvw,IG,% I -Ts" T,I�
<br />P.T. Sauttmm Pine -
<br />($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
<br />1
<br />114* Elco Cirele-Nex SS4 1AIT 1-314"
<br />A -
<br />Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
<br />Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
<br />- - _
<br />A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
<br />I I = , Mly -
<br />Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
<br />C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
<br />__ - _____
<br />Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
<br />(AS TM -90) -
<br />114" Elco Crele-Flex SS4 i-14' 1.3141
<br />-
<br />CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
<br />Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
<br />T) � --,."-.,--- ___
<br />ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
<br />(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
<br />. _
<br />tq�YST-Ojy I
<br />., ie
<br />L_4_____A___j
<br />11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
<br />,
<br />E q P,12a'l I �w.
<br />CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
<br />\�., I I
<br />11-T-ilfl?" P7r)p.1-0'z
<br />FMA Keystone Certification Program
<br />Certification Authorization Report
<br />OAR & Product ID Number 190 - 263
<br />CAR Issue Date: 12114/201 0
<br />CAR Expiration Data: 11/1 1/2014
<br />Company Code: 190
<br />This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
<br />of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
<br />-1— :
<br />- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
<br />-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
<br />cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
<br />of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
<br />label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
<br />Company Information: Product Information:
<br />PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
<br />1070 Technology Dr. Operatoi Typa: SD
<br />PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
<br />Nokomis FL 34274 Pv1 ax 'A' idth: 203
<br />1 Mix Height: 96
<br />Referenced Standard: I Product Rating:
<br />ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No: FTL-6376/6377
<br />Test Re,�,ort Expirition: 1 1111112014
<br />Authorized Signature:
<br />"�?� Ill -7--
<br />, _
<br />. ,�
<br />Ilarcsia Fall_,. Presicril
<br />- �%,.kelslinecersconn
<br />Keystone Certifications. Inc.
<br />1790 Old Trail Road, Suite D
<br />Ett-rs, Pennsylvania 17219
<br />Phone: 717-922-850C,
<br />Fax; 717-9.32-15501
<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 D R: FL 5 0.
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />XXXX
<br />i or HM
<br />— - HVIIT _F_777TF_I I _T1 -F-----7--
<br />i 11 � I .
<br />1. -,.,? . FOR
<br />: . /
<br />t . LOCKSTILES, ::
<br />: @��' R , ASTRAGALS, / 1 :: j
<br />: I / ; j .
<br />I . , : I ;1 .,
<br />; EXTERIOR I ... \ FD(rO STLES I .., � ;
<br />� . I �
<br />; AND , . �)
<br />/t,_1 . � . i z
<br />.
<br />,� 6 I \ HORIZOWAL / i J
<br />,\j _. i . \ I
<br />I I I \ RAILS :
<br />I � I I \ % / I I
<br />s . �
<br />;
<br />I L_ T[ : � i ,
<br />i
<br />I . , ; � SILL RISER VARIES
<br />� .
<br />w .
<br />��
<br />� . ... 2 11, ;I � WITH REOUIRFO
<br />I (9 ; POSITIVE DESIGN
<br />! . - z
<br />FRAME I C � , �_ q La . PRESSURE, SEE TABLE
<br />__: w - ?�
<br />: T .. - - SEE NOTES it . -, A, SHEETS 8 & a
<br />.
<br />L
<br />O .
<br />HEIGHT , : i PANEL j 3&G V) I I li-9)
<br />SEE : HEIGHT i I
<br />TABLES I - BELOW i X
<br />I .
<br />i 7 I i I @)
<br />2. 3 & 4 f r FRAME . � `___1 ; 2 3. .1 cii,
<br />0 HEI FIT - ' , � I � I
<br />'11-111 ; !
<br />.
<br />2- 1 . :
<br />I I (�,) i 4-51W
<br />I i /,J�� RISER 1 4-1116"
<br />. � 3_1W
<br />.
<br />I ��
<br />U [ � f T � I `- 1�
<br />, ,-_ i - � RISER
<br />I
<br />I ... � RISER
<br />I
<br />; 1 (4___3)4 1 l- -1 11�
<br />[ _DETAIL 4-1
<br />L�N
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />_
<br />r ' EDGE DISTANCE PER SUBSTRATE,
<br />, � SEE TABLE T SHEET 6
<br />2_316, -1 EDGE
<br />\ I Row :� DISTANCE -
<br /> . 11 � r! PA I CING I . . I I I
<br />_. . , 11 - 1.� I � I�L , 11.1 I I , I I
<br />� - .
<br />. 1� � r. I . , I I Ill - .
<br />1. . . . - -
<br />". I 1. S , , k , - �
<br />� . . -f -1 � w . 4 �, -.
<br />� I
<br />1
<br />.
<br />IE - �_ �_ ___ �
<br />.
<br />�Iw
<br />I X MAX
<br />I . I �
<br />TABLE 1, ANCHOR TYPES:
<br />TYF, ANC40R TYPE, EMBEDMENT AND
<br />EDGE DISTAXCE PER SUBSTRATE,
<br />SEE TABLE 1. SHEET 6
<br />EDGE
<br />---� L)I$TANM
<br />FDE�
<br />1_TN_r6 Awv_mwwl
<br />V81, MtU el
<br />ALUMINUM SUBSTRATE
<br />METAL SUBSTRATES TO FIF PROPERLY DESIGNED
<br />TO TRANSFER LOAD IMPOSED ON THEM
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE __\
<br />SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
<br />EDGE STRUCTURAL STEEL
<br />-1 DISTANCE ,'_\� SUBSTRATE
<br />� -
<br />_
<br />1 DETA L4
<br />L I!L
<br />TO STEEL
<br />METAL SUBSTRATE DETAILSSRMIN FOR READ
<br />ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
<br />EXCEPT POCKET �AMB)
<br />! I k,
<br />,i
<br />I I --(�6 �, f
<br />I __
<br />I F9 , ,4_�h ".1 j �. �
<br />,
<br />I 1
<br />62�_, i ,,, I ;. NOTES
<br />, - : _6 -
<br />- \ � - � 3 � -
<br />I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
<br />� ; I I
<br />I f.� I
<br />K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
<br />>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
<br />Q21) i (J4_1. i
<br />(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
<br />- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
<br />I
<br />I (1_5�_ 1 ��2 1 f 110
<br />i I i . __
<br />� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
<br />I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
<br />ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
<br />.
<br />11-_ --- ��, I I t , ,\1 \� NN 41'?�Q I/ Rv.twd W, 09W l
<br />I
<br />- - - - 1.1� _1 1, - 1-17 .___�,'��." . GROUT AS __ -, . I " ,�� _1111"��? "
<br />� . . . _ I 1�,� NEEDED� I -, __. - lf, -,�)' - eNSE' " I- __
<br />. .. I . . , .1 . I __ -D
<br />114' T ." - � . � � __�� . V4' 'C' . * I-
<br />. . . Ej . � - I"__ ��T- L , A,� , ,,, 1. �
<br />-
<br />� E �I �� __ �-_-_.Z- -.-- _- .
<br />L� --- � ' �-, �', - - - '. -_7_'�:f�� z -9- I40. - � jy, -
<br />_ , - � MIN. 2�1 KSI SHEET =::�_ - , , - - -
<br />. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
<br />I l
<br />MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
<br />. 1, 4 1 . NOT - ,;� : *
<br />PER E E 4w� � III -_ 5 Q
<br />- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
<br />[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
<br />NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
<br />TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
<br />, .. I --T—m-
<br />.
<br />�
<br />�
<br />AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
<br />SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
<br />I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
<br />, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
<br />, ...
<br />. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
<br />. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
<br />P1_4 58705 CEPT OF AUnl CSM 57012770/2870 NTS 6OF13 I7M1A'ft-SGD570-01!
<br />__ .---- -
<br />Ty Pe subwate Anchor . Minimum wn. Edge
<br />__ , - Embedment Distance
<br />______ -
<br /># 2 heet eWScrvw,IG,% I -Ts" T,I�
<br />P.T. Sauttmm Pine -
<br />($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
<br />1
<br />114* Elco Cirele-Nex SS4 1AIT 1-314"
<br />A -
<br />Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
<br />Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
<br />- - _
<br />A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
<br />I I = , Mly -
<br />Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
<br />C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
<br />__ - _____
<br />Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
<br />(AS TM -90) -
<br />114" Elco Crele-Flex SS4 i-14' 1.3141
<br />-
<br />CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
<br />Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
<br />T) � --,."-.,--- ___
<br />ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
<br />(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
<br />. _
<br />tq�YST-Ojy I
<br />., ie
<br />L_4_____A___j
<br />11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
<br />,
<br />E q P,12a'l I �w.
<br />CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
<br />\�., I I
<br />11-T-ilfl?" P7r)p.1-0'z
<br />FMA Keystone Certification Program
<br />Certification Authorization Report
<br />OAR & Product ID Number 190 - 263
<br />CAR Issue Date: 12114/201 0
<br />CAR Expiration Data: 11/1 1/2014
<br />Company Code: 190
<br />This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
<br />of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
<br />-1— :
<br />- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
<br />-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
<br />cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
<br />of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
<br />label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
<br />Company Information: Product Information:
<br />PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
<br />1070 Technology Dr. Operatoi Typa: SD
<br />PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
<br />Nokomis FL 34274 Pv1 ax 'A' idth: 203
<br />1 Mix Height: 96
<br />Referenced Standard: I Product Rating:
<br />ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No: FTL-6376/6377
<br />Test Re,�,ort Expirition: 1 1111112014
<br />Authorized Signature:
<br />"�?� Ill -7--
<br />, _
<br />. ,�
<br />Ilarcsia Fall_,. Presicril
<br />- �%,.kelslinecersconn
<br />Keystone Certifications. Inc.
<br />1790 Old Trail Road, Suite D
<br />Ett-rs, Pennsylvania 17219
<br />Phone: 717-922-850C,
<br />Fax; 717-9.32-15501
<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 D R: FL 5 0.
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />XXXX
<br />i or HM
<br />— - HVIIT _F_777TF_I I _T1 -F-----7--
<br />[ _DETAIL 4-1
<br />L�N
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />_
<br />r ' EDGE DISTANCE PER SUBSTRATE,
<br />, � SEE TABLE T SHEET 6
<br />2_316, -1 EDGE
<br />\ I Row :� DISTANCE -
<br /> . 11 � r! PA I CING I . . I I I
<br />_. . , 11 - 1.� I � I�L , 11.1 I I , I I
<br />� - .
<br />. 1� � r. I . , I I Ill - .
<br />1. . . . - -
<br />". I 1. S , , k , - �
<br />� . . -f -1 � w . 4 �, -.
<br />� I
<br />1
<br />.
<br />IE - �_ �_ ___ �
<br />.
<br />�Iw
<br />I X MAX
<br />I . I �
<br />TABLE 1, ANCHOR TYPES:
<br />TYF, ANC40R TYPE, EMBEDMENT AND
<br />EDGE DISTAXCE PER SUBSTRATE,
<br />SEE TABLE 1. SHEET 6
<br />EDGE
<br />---� L)I$TANM
<br />FDE�
<br />1_TN_r6 Awv_mwwl
<br />V81, MtU el
<br />ALUMINUM SUBSTRATE
<br />METAL SUBSTRATES TO FIF PROPERLY DESIGNED
<br />TO TRANSFER LOAD IMPOSED ON THEM
<br />TYP, ANCHOR TYPE, EMBEDMENT AND
<br />EDGE DISTANCE PER SUBSTRATE __\
<br />SEE TABLE 1, SHEET � IB GA STEEL STUD OR A56
<br />EDGE STRUCTURAL STEEL
<br />-1 DISTANCE ,'_\� SUBSTRATE
<br />� -
<br />_
<br />1 DETA L4
<br />L I!L
<br />TO STEEL
<br />METAL SUBSTRATE DETAILSSRMIN FOR READ
<br />ISIMtLAR MAILS APPLY TO FRAME JAMB AND SILL,
<br />EXCEPT POCKET �AMB)
<br />! I k,
<br />,i
<br />I I --(�6 �, f
<br />I __
<br />I F9 , ,4_�h ".1 j �. �
<br />,
<br />I 1
<br />62�_, i ,,, I ;. NOTES
<br />, - : _6 -
<br />- \ � - � 3 � -
<br />I :-, � I t, j T) 6ETALS APPLY TO 7- 3 AND 4 TRACK CONFIGURATIONS.
<br />� ; I I
<br />I f.� I
<br />K41�. I 1 (j2�1 i . 2) SEE SHEET S 2A FOR ANCHOR LOCATION & SPACING.
<br />>-< �, � 1 �_C9) s i - � 3) SEE TARLE,S 2-4 FOR REINFORCEMENT. REQUIREMENTS.
<br />Q21) i (J4_1. i
<br />(4- ,-4� -, 610,1 , " .� E 4jCONTNUOUS ANCHOR PLATE, ITEM #8� IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS-
<br />- , Af - 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
<br />I
<br />I (1_5�_ 1 ��2 1 f 110
<br />i I i . __
<br />� — I __ L_j 4 9 -, I I . I 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER TO
<br />I I_ I -, ,= a14 -\ I fiJ TEST REPORTS FOR EXACT DIMENSIONS.
<br />ii , .1 . � ;�. , 11 .. 1�� . 1-11 : fie : I -1. ,wl � I 1 I I I 1, 1"
<br />.
<br />11-_ --- ��, I I t , ,\1 \� NN 41'?�Q I/ Rv.twd W, 09W l
<br />I
<br />- - - - 1.1� _1 1, - 1-17 .___�,'��." . GROUT AS __ -, . I " ,�� _1111"��? "
<br />� . . . _ I 1�,� NEEDED� I -, __. - lf, -,�)' - eNSE' " I- __
<br />. .. I . . , .1 . I __ -D
<br />114' T ." - � . � � __�� . V4' 'C' . * I-
<br />. . . Ej . � - I"__ ��T- L , A,� , ,,, 1. �
<br />-
<br />� E �I �� __ �-_-_.Z- -.-- _- .
<br />L� --- � ' �-, �', - - - '. -_7_'�:f�� z -9- I40. - � jy, -
<br />_ , - � MIN. 2�1 KSI SHEET =::�_ - , , - - -
<br />. . CONCRETE (it SEE I -,---- - : .. _1� . ---,,- -I
<br />I l
<br />MAX. .EMBEDMENT. I _' - . , k � --A! MAX, Z� -z' , -705 � F N.&ed Sr. 0.h.-
<br />. 1, 4 1 . NOT - ,;� : *
<br />PER E E 4w� � III -_ 5 Q
<br />- D EDGE' _' ' _� \ SILL ANCHOR 2XWOODBUCKSTRIP / 1_ UIM`17, _� :,� '... ct- I) I�t_ .: , LU �: aw�fplk vi� W.
<br />[STANCE REQUIREMENT, OR - I � �,F? of .* Z --: VERTICAL INSTALLATION DETAILS J ROSOWSKI
<br />NOTE4,13HEF11 / TYP� ANCHOR TYPE, EMIBEDMENr _1� .. slW__ � .'-
<br />TYP, ANCHQRTYPt. EMBEDMENT \ SEE TABLE 1, -, p -, 0- -, 11 --- .... .. . ..... ... I
<br />, .. I --T—m-
<br />.
<br />�
<br />�
<br />AND EDGE DISTANCE PER -- -�� SHEET5 '- .L -- AND EDGE DISTANCE PER %'O ` , , F L 0 ?-\� - " 1070 TECWXXOGY`DMVE Two.,
<br />SUBSTRATE, SEE TAKE 1, SH�El 6 -- - - ------- .- AB 1, SHEE� 6 , �� ... � I N. VENIO�, FL .M275
<br />I ," 4�, \, ,�, VINYL SGD INSTALLATION GUIDELINES 1`11118110
<br />, DETAIL 5 1 DETAIL E , &SION P, , ,,,� P. 0. 6 OX .1 529
<br />, ...
<br />. I f, I I I I I k � � hOKOM;�, F1 34274 swk~.t S4�� ENW7 -
<br />. INTO MASONRY I t._no_�L�_j A� LYNN VP l,FR. P,F Rw
<br />P1_4 58705 CEPT OF AUnl CSM 57012770/2870 NTS 6OF13 I7M1A'ft-SGD570-01!
<br />__ .---- -
<br />Ty Pe subwate Anchor . Minimum wn. Edge
<br />__ , - Embedment Distance
<br />______ -
<br /># 2 heet eWScrvw,IG,% I -Ts" T,I�
<br />P.T. Sauttmm Pine -
<br />($01-115) 114' EtID �XMCOO 1-1/2, - 1-314"
<br />1
<br />114* Elco Cirele-Nex SS4 1AIT 1-314"
<br />A -
<br />Aksrnin�n, 6WTTS min. #12 Sheet Metal Screw (GS) 0.125� 112'
<br />Stw.'Stud, Gr. 33 min. 112 Shea[ Me"M avew (G5) 180 (0-0451') 1 rz, .
<br />- - _
<br />A15 Steel #12 Sl MetFA Sciew (GS) 18p (0,1)451') UT
<br />I I = , Mly -
<br />Concrete (Mm. 2,7 ksl� . IW Elct UftmGcn - 1.319, 1.
<br />C __ Conci,eM frMn. 5-35 ksi) 114"FJcc Cmle-Flex SS4 I�W4' 1.
<br />__ - _____
<br />Ungrottled CMU. Jambs Only 114" Elcu UtTaCon t-im;,_ 1.
<br />(AS TM -90) -
<br />114" Elco Crele-Flex SS4 i-14' 1.3141
<br />-
<br />CA)ftwele (mm. 2,? l 1W Elco UttraOun 1-N811 2-101
<br />Con-rele (mIn, 3.35 kso 1w Et.. cmta-Fw,, S84 1-3w 2-IR,
<br />T) � --,."-.,--- ___
<br />ur*rculed CMU, jj,mb� 001y 1W, Ciao, l 1_111F 2-1J2'
<br />(ASTM 0-00) _1W Eico Crete -Flex ��___ - 1-1/4" 2,1i7l
<br />. _
<br />tq�YST-Ojy I
<br />., ie
<br />L_4_____A___j
<br />11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
<br />,
<br />E q P,12a'l I �w.
<br />CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
<br />\�., I I
<br />11-T-ilfl?" P7r)p.1-0'z
<br />FMA Keystone Certification Program
<br />Certification Authorization Report
<br />OAR & Product ID Number 190 - 263
<br />CAR Issue Date: 12114/201 0
<br />CAR Expiration Data: 11/1 1/2014
<br />Company Code: 190
<br />This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
<br />of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
<br />-1— :
<br />- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
<br />-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
<br />cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
<br />of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
<br />label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
<br />Company Information: Product Information:
<br />PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
<br />1070 Technology Dr. Operatoi Typa: SD
<br />PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
<br />Nokomis FL 34274 Pv1 ax 'A' idth: 203
<br />1 Mix Height: 96
<br />Referenced Standard: I Product Rating:
<br />ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No: FTL-6376/6377
<br />Test Re,�,ort Expirition: 1 1111112014
<br />Authorized Signature:
<br />"�?� Ill -7--
<br />, _
<br />. ,�
<br />Ilarcsia Fall_,. Presicril
<br />- �%,.kelslinecersconn
<br />Keystone Certifications. Inc.
<br />1790 Old Trail Road, Suite D
<br />Ett-rs, Pennsylvania 17219
<br />Phone: 717-922-850C,
<br />Fax; 717-9.32-15501
<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 D R: FL 5 0.
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />XXXX
<br />i or HM
<br />— - HVIIT _F_777TF_I I _T1 -F-----7--
<br />tq�YST-Ojy I
<br />., ie
<br />L_4_____A___j
<br />11,i iuiv Till, I D"MIX111 NU. FRM B 1 -02
<br />,
<br />E q P,12a'l I �w.
<br />CERTIFICATION AUTHORIZA'nON REPORT I " "' - . .
<br />\�., I I
<br />11-T-ilfl?" P7r)p.1-0'z
<br />FMA Keystone Certification Program
<br />Certification Authorization Report
<br />OAR & Product ID Number 190 - 263
<br />CAR Issue Date: 12114/201 0
<br />CAR Expiration Data: 11/1 1/2014
<br />Company Code: 190
<br />This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
<br />of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
<br />-1— :
<br />- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
<br />-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
<br />cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
<br />of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
<br />label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
<br />Company Information: Product Information:
<br />PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
<br />1070 Technology Dr. Operatoi Typa: SD
<br />PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
<br />Nokomis FL 34274 Pv1 ax 'A' idth: 203
<br />1 Mix Height: 96
<br />Referenced Standard: I Product Rating:
<br />ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No: FTL-6376/6377
<br />Test Re,�,ort Expirition: 1 1111112014
<br />Authorized Signature:
<br />"�?� Ill -7--
<br />, _
<br />. ,�
<br />Ilarcsia Fall_,. Presicril
<br />- �%,.kelslinecersconn
<br />Keystone Certifications. Inc.
<br />1790 Old Trail Road, Suite D
<br />Ett-rs, Pennsylvania 17219
<br />Phone: 717-922-850C,
<br />Fax; 717-9.32-15501
<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 D R: FL 5 0.
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />XXXX
<br />i or HM
<br />— - HVIIT _F_777TF_I I _T1 -F-----7--
<br />FMA Keystone Certification Program
<br />Certification Authorization Report
<br />OAR & Product ID Number 190 - 263
<br />CAR Issue Date: 12114/201 0
<br />CAR Expiration Data: 11/1 1/2014
<br />Company Code: 190
<br />This Certification Authorization Report (CAR) is issued by Kp,,-,Ione Gertfil 1,ic. W_:I) after fu I validation revic,Lw
<br />of the oroduct qualification documents for the product named belcv,,. This report is only val.d when Signed by trie
<br />-1— :
<br />- si�ent o-'K(-I. and ndcates, -he prOr7,LIr,t FIS ITIFTIUfa.c.tured bythecompany named belaav has been tested and meets
<br />-.h [equiranie.,its of the refeieneet slanda�p a:�ds eligble for the application of FMA Keystone Certification Program
<br />cerlificafion labels. License sbpu lates in affix* certification labe �i Io p oducts. that ti-ose prod uds aj e rep -.�sentativEi
<br />of the spe-mmen evaluated and documented fe- ce,tification au-ihorization. Only products bearing such a cel-Lfica-dOn
<br />label shall be conGiderEd certied. Th�_ nfo, TEIticin n this report can be verified at w,w-keystonecerts-com
<br />Company Information: Product Information:
<br />PQT Industries Mode: 470/570/277012870 Impact PVG SGD w/As
<br />1070 Technology Dr. Operatoi Typa: SD
<br />PO Box 1529 Cn7figuration: H/J1SfAst/CIip1AII,GS-15/32 HS/Ann Lami 11
<br />Nokomis FL 34274 Pv1 ax 'A' idth: 203
<br />1 Mix Height: 96
<br />Referenced Standard: I Product Rating:
<br />ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No: FTL-6376/6377
<br />Test Re,�,ort Expirition: 1 1111112014
<br />Authorized Signature:
<br />"�?� Ill -7--
<br />, _
<br />. ,�
<br />Ilarcsia Fall_,. Presicril
<br />- �%,.kelslinecersconn
<br />Keystone Certifications. Inc.
<br />1790 Old Trail Road, Suite D
<br />Ett-rs, Pennsylvania 17219
<br />Phone: 717-922-850C,
<br />Fax; 717-9.32-15501
<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 D R: FL 5 0.
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />XXXX
<br />i or HM
<br />— - HVIIT _F_777TF_I I _T1 -F-----7--
<br />Referenced Standard: I Product Rating:
<br />ASTIM E1886/El996-05 I Missile Level D, Wind Zone 4, DID +f-60, 203x96 XXXX
<br />Qualifying Test Information:
<br />Test Report No: FTL-6376/6377
<br />Test Re,�,ort Expirition: 1 1111112014
<br />Authorized Signature:
<br />"�?� Ill -7--
<br />, _
<br />. ,�
<br />Ilarcsia Fall_,. Presicril
<br />- �%,.kelslinecersconn
<br />Keystone Certifications. Inc.
<br />1790 Old Trail Road, Suite D
<br />Ett-rs, Pennsylvania 17219
<br />Phone: 717-922-850C,
<br />Fax; 717-9.32-15501
<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 D R: FL 5 0.
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />XXXX
<br />i or HM
<br />— - HVIIT _F_777TF_I I _T1 -F-----7--
<br />Authorized Signature:
<br />"�?� Ill -7--
<br />, _
<br />. ,�
<br />Ilarcsia Fall_,. Presicril
<br />- �%,.kelslinecersconn
<br />Keystone Certifications. Inc.
<br />1790 Old Trail Road, Suite D
<br />Ett-rs, Pennsylvania 17219
<br />Phone: 717-922-850C,
<br />Fax; 717-9.32-15501
<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 D R: FL 5 0.
<br />CERTAINTEED SHINGLES: FL5444.1
<br />ACM SOFFITS: FL12019.1
<br />POLYGLASS PEEL N STICK: 5259.1
<br />XXXX
<br />i or HM
<br />— - HVIIT _F_777TF_I I _T1 -F-----7--
<br />
|