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<br />SLIDING GLASS DOOR -IMPACT 1. THE PRODUCT SHOWN HEREIN 19 DESIGNED AND MANUFACTURED TO WINDOW SYSTEMS 24 1 :J, 27! 10 28 3J COMPLY WITH THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION AND 22, WINDOW SYSTEMS WINDOW SYSTEMS
<br />" IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW d4TH AVE. 18 '26, 1900 SW 44TH AVE. 1900 SW A4TH AVE.
<br />• HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC, OCALA. FLORIDA 3447A C - OCALA FLORIDA 34474 OCALA. FLORIDA 34474
<br />igi pg• _ WWW CWS. CC www CWS.CC WWW CWS CC
<br />48 718" - MAX UNIT WIDTH 2. GLAZING DETAIL (SEE SHEET 2) '33 16 2e 2n 221T1 Z3 13 7 24. 26, 18 25MAX xr
<br />PANEL WIDTH - A 3- APPROVED CONFIGURATIONS. "OXXO" "OXO", 'XO', 'OX- 8900 PVC 8900 PVC 8900 PVC
<br />{ + + 1 4. DESIGN PRESSURES. SLIDING GLASS SLIDING GLASS - SLIDING GLASS
<br />41 y4^ - , -NEGA-IVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS
<br />GLASS DOOR -IMPACT DOOR -IMPACT DOOR -IMPACT
<br />TABLES ASTM EA 300-04001109.
<br />MAX NIT '.I - 0L0 - - y_ii - -POSITIVE OFSICN LOADS RASFO ON TFSTFD PRFSSURF WATER
<br />INFILTRATION TEST PRESSURE. AND GLASS TABLES
<br />1 SEE CHART Z az3 Z 3 aZ3 6. z 3 aZ3
<br />O X X p 1 ASTM E-1300 odeotro9. z w J Q w g w p w O Q }t1 p W Q
<br />Z Z W O E2 Ww�pQ NZµOµIl
<br />5 ANCHORAGE THE 33 t 13% STRESS INCREASE HAS NOT BEEN USED IN THE Z Q - 3: roO 2 ? > �{ Z ? > 0.0 -; m
<br />B ' � B DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL ti [wn Z f- _ �J _ LL d w 3 Z Ti = r w Z 1- _
<br />GLASS WIND LOAD DURATION FACTOR Cd-IA WAS USED FOR WOOD ANCHOR Z Z x y1 a w w O C) ' 12 30' 33 6 24 19 a Z _ d x w O Z x Q w p O
<br />y+ OLD
<br />B CALCULATIONS. U Oh-dCjaxrw U�OLjax►-�C U pU F axl-L>
<br />MAX PANEL N F IA a to Z H y f!) 1- VI a
<br />SEE I� n p -'�ZZ SECTIONS-B O z-Cn-Z O O -P1 Z
<br />„/. HEIGHT I (� - (7 •-~ N 17' Z O O U Z zz U. D v N
<br />SEE ,HART i III i - i \ 6 8. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT UO Q= U 1 O y O O > 3 U w p Z
<br />REQUIRED. 1- - LL g 2 ,_ - O LL d Z LL
<br />1 j V OVERALL V OVERALL H f- M O F f- f-
<br />i { 7 FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY a 0. V1 U - h O - tX > W U Z h 1 2 J 35 34 11 :A 11 40 1: 4 OL Tn U - Z
<br />A I- O O > 3 O PAIR OF ANCHORS AT EACH CLIP - - _ I'_ O 3 O � � � O
<br />a r A WELDED. LLIrc Z- y w 177 - 3 16" TEMPERED Z 0) cr to LU U.
<br />LL���� SEE - LL�wJ�e� w LL�1'nOOJtN11Fw
<br />! 3rt6' TEMPERED O O 4v
<br />S. SERIES i MODEL DESIGNATION SGD-8900 0 w l- 0. Z > 2 j 3rH' AIRSPACE 378' A1{iSPACE O W O SECTION D U O w a O
<br />�1WW21
<br />145 13118" ti d 4 - - 7, 16- LAMINATED GLAS> - 7118" LAMINATED GLASS d t- 0 12
<br />UJ 3 a a 0,
<br />AtAA UNIT WIDTH MAX UNIT WIDTH - 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING ( I' '27. - _
<br />X=UN6W48LE SASH, U=FIXEUSA4H L I 23 - •. '916' ANNEALEDGLASE VW ANNEALED GLASS
<br />48MAX AB' - - EL WIDTH
<br />- - - 10, SECTION CALL OUTS APPI. Y TO ALL CONFIGURATIONS 111 � t 1/ /// - 000 KURARAV SENTRY MS KURARAY PVB 1U1111/
<br />PAN�LWIOTH ♦ •M ' _ 12 I- INTERLAYER \\\1 ///� \\\1\llltll///.
<br />11. EXTERNAL WEEP SLOT : 1/4 x t"LOCATED 4" FROM BOTH ENDS. ♦ s "�.�4 i 3116* INTERLAYER A T / A /i
<br />1••.. 1 Al 314 -•,1 rI 1 41 3i4- `�♦ ` v1F •• / i� j �- 311fi' ANNEALED GtAS' :1!18' ANNEALED GLASS `♦♦♦` e`. /�' ♦♦♦♦` a Vol
<br />(EL WIDTH I - + GLASS # l\\ / #L 12 4 `♦ y1F •• �' S I8'26' 13 7d' 7 33 1311 20. `�# ♦�' •t
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<br />''.I No. 58201 OUANEX DURASEAL DI ' 2
<br />olo DLo No.58201 No.58201
<br />MAX UNIT i,` ?7 �_ CARDINAL XL EDGE uI,? ��
<br />• MAX UNIT •' �' - ti - - HEIGHT - - ' - `� #� QUANEX OURA5FAL of -� X# �# �=
<br />I S"EIGHTEE CHART I I GEE CHART 'li KODISPACE 4SG TPS -
<br />} CARDINAL XL EDGE or, I
<br />Lucas Turner 33 / K1]OI$PACE 4SG TIPS as�-
<br />IG SPACER
<br />t17A11t Of 1 G SPACER Z 1lTAl1E OP STATE Of
<br />2020,07.31 �'ii 'ROIIO� .`� !? I �i.♦� '. AZOIap► ♦♦�
<br />p O III X ! O D E O i'I X li E 11:1534 ''////I//!I `11�`��♦♦♦ FIXED PANEL ATTACHMENT 1J AKA E%Sh�F "H 13 PURFI-E%GLAZE H //////// NALt�\`♦`♦ �'//ip/ NALt��♦�`♦
<br />SECTION C-C PURFECT ♦ ♦ /
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<br />1 HEIGHT DLO I' HEIGHT �I DLO - i1 -0S'�1 off 13 / i / /►IH111 /NIIIN
<br />GLASS p_ GLASS ! 1y16' GLASS 81'TE
<br />MAX PANEL I �i � MAX UNIT i �
<br />SEE CHART 13/16" GLASS SITE
<br />a SEE CHART I;BEE CHART i SEE CHART
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<br />ll _. __ 1, �C C 1 7/21/2020 1 - ' 1 7/2112020 7121l2020
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<br />LUCAS A. TURNER, RE 13 LUCAS A. TURNER. P.E ILALUCAS A- TURNER. P.E
<br />FL PE # 58201 37, 14; FL PE # 58201 FL PE M 58201
<br />DESIGN PRESSURE GLAZING 2428 Old Natchez Trc Trl tD ; 4 2428 Old Natchez Trc TO 2428 Olc Natchez Trc TO
<br />to 1? s0 's? 6 24 t9 i CONFIG. MAX. UNIT SIZE MAX. PANEL SIZE IMPACT RATING Camden, TN 38320 Camden, TN 38320 Camden, TN 38320
<br />RATING TYPE (Sht.2) PH.941-380-1574 PH 941-380-1574 t PH.641-380-1574
<br />r e SHEET DESCRIPTION - 31' 27 'SIIbF�DRiPTION
<br />XO 96' x 96 48-7/8" x 93-1/2" A LARGE MISSILE GENERAL NOTES AND 1 01]� 29 SECTION E-E yIEET SECTION
<br />T0.IE
<br />TABLE OF CONTENTS OXO 145-13/16" x 96„ SECTION VIEWS - TAIL SECTION VIEWS - OXO
<br />+1-60 PSF A ELEVATIONS �J AND GLAZING DETAIL AND XOIOX
<br />DLO 41-3'4" x 86-3/8" IMPACT a' 15 �L`�.
<br />OXXO 191-1 /8" x 96" A DRAWN By DATE DRAWN BY DATE DRAWN HY DALE
<br />GENERAL NOTES & ELEVATIONS. ............. t NOTES:
<br />SECTION VIEWS OXXO & GLAZING DETAIL....-2
<br />XO 96" X 80" B ADE 08/03/OS ADE 08/031D8 ADE 06/03/08
<br />SECTION VIEWS OXO &XO................................3 48-7/8" X77-1/2" LARGE MISSILE Dtv1;x REV IINOSTALLATIONWITH NOSILL RISERALLOWEDONLY WHERE
<br />TE 11i3 t t33 Dwell REV 1.ITEMSNOTSHOWNFORCLARtTY 10.2632 Owc+ Rev
<br />' EXTRUSIONS & B.O.M.......................................4 OXO 145-13/16" x 80" +/-60 PSF B CWS-298 E WATER INFILTRATION RESISTANCE 19 NNO? REQUIRED CWS-298 E 2. VERTICAL SECTION CAN BE SEEN ON SHEET 2 CWS-298 E
<br />ANCHOR SCHEDULE & NOTES.......................5 „ „ DLO 41-3/4" x 70-1/4" IMPACT SCALE LASS TYPE LASS TYPE SCALE
<br />, 1
<br />INSTALLATION DETAILS .. . ........... _ ........6 OXXO 191-1/8 X 80 B SHEET SETTING BLOCKS PER FBC 2411.3.3.7 SHEET ° 1LE SHEET
<br />1:33.33 1 OF 6 12.63 2 OF 6 1.2.63 3 OF 6
<br />PARTS LIST TYPICAL HEAD ANCHORAGE O
<br />• i 5 t6;,n• _ FRAME CONSTRUCTION I /]`IL
<br />��J7{�/�) c(/(�Q]_J%f�/f)}jjf�%%yT�-/�I�C�/�1, (y
<br />1713t1 PART NO DESCRIPTION MATERIALl�e� [JA0{1 Q(� _ L - 3" (Tyr) S/CYL/AY(YlL%L7l/L1 27rt8 MIN - --- - MIN EDGE DISC -, �]v
<br />t H•3042 FRAME. MAW,SGU PVC + I �� 1-4' MA,; SHIM
<br />2 S430d0 THRESHOL /FILLER. SGU PVC 1 1 WINDOMS WINDOW SYSTEMS SEE TABLE t WINDOW SYSTEMS
<br />fi' MAX -• - 12" MAX O C - 4' ITYP)
<br />3 -1722 SUPPORTBLOCK, FIXED. SGD ALUM 24 1900 SW 44TH AVE. (TYP) ITYP) 1 f I 1900 SW 44TH AVE. / / INTERIOR - - MIN EMBEDMENT 1900 SW 44TH AVE.
<br />171B' 2 1 t71F." OCALA. FLORIDA 34474 OCALA, FLORIDA 34474 '/// ,// 1 SEE TABLE 1 OCALA. FLORIDA 34474
<br />4 H-6059 PANEL TOP/BOTTOM RAIL. SGD PVC Ile.
<br />5 H-6059 PANEL SIDE RAIL, SGD PVC j �j (� ve" www CWS.CC i www CWS CC www CWS CC I
<br />6 H-6033 PANEL, INTERLOCK, FIXED PVC 1EE L_l ❑1_J I + T SUBSTRATE BY OTHERS MIN EMBEDMENT /
<br />' "• 7 60 H60PANEL, INTERLOCK. OPERABLE PVC 6' MAX SEE TABLE I / SEE TABLE 1 /
<br />8 I16081 INTERLOCK. SNAP -ON PVC OUTER FRAME - 6042 REINF. - 1993 8900 PVC (TYPI 8900 PVC / l 1 1 8900 PVC
<br />9 HbW3 ASTRAGAL. SGD. PVC SLIDING GLASS SLIDING GLASS Q ► SLIDING GLASS v
<br />10 P 3t42 ROLLER, TANDEM STEEL - t T 8 - _ t Pe, -
<br />1 tee" FRAME CORNERS DOOR -IMPACT DOOR -IMPACT BY PERIMETER
<br />METE SEALAN1 1!4' MAX SHIM / DOOR -IMPACT
<br />11 P-33A2 SEAM SEALER, SM-5604 1 ( t SCREWED TOGETHER 1
<br />D INSIDE AND OUT 2 7++6' MIN w _ '
<br />12 P•5615 SET. BLOCK, 86 DUR 118" X 1" X 2 RUBBER V
<br />13 P-3438 SItAFLEX SW OR PURFECT GLAZE " W
<br />14 P3129 WSTP., O.Z70 X.187, BACK FINSEAI 6 PC
<br />VENT CONSTRUCTICN a z a Z p3 78' MAX O C 5 ul w g Ej C w
<br />7 5 H O W �W Q O GLASS TYPE A O W a g Z a
<br />,. 15 P.W9 00 X 314" QUAD PHILIPS. TEK ZINC Z O ZZ Ir t - tz Z O ? 0. - - F Z _2 LT _ R- E M \
<br />Z W-I L4 ZW 1a"MAX0C Z WHO �Z I Z W O a�ZW • �^
<br />INTERIOR O 0.
<br />rw ZI-32=
<br />co - > O 1110 1�� w � Z F 3 = INSTALLATION ANCHOR tZ� x � 4 (!:
<br />GLASSTYPEB p Qy �,pa-y� � O Q� > 3m
<br />t8 P-3557 101 2, HEXHEAD, TEK ZINC 19r16' t enN" • OnG" LL Z w 2 Z 3 SEE TABLE 1 "
<br />I7 P-55M P PLUG. 1/2' HOLE NYLON Z Z=� a O
<br />N8' O Oro awj_Q 6 O�x j .%-"R MIN EDGE �1-O ¢w0 Q.
<br />i 18 P•3767 p10 X 1" HEX WASHERMEAD, TEK ZINC U a x r OC U x t Q[ SEE TABLE I U U_ 1- U a= 0 0
<br />U Uwl- a U VIA F'ZaF-fo4 ul F-v/a `i,1
<br />19 P•5535 LOCK b HANDLE KIT, PVC. SGD STEEL tr9 o = Z F 7 rn O U3 Z F > SEALANT BETWEEN O rn? Z ] to
<br />20 P-3792 3l4" KEEPER SS Ile* \ Z L9 0 � U - Z U � U 7 U -
<br />SILL RISER AND FRAME Z
<br />Q �ZUZ U a r=LL��OLL BY MISTAIIER a ZLLvt/�� �7 ! N
<br />21 PJ793 MORTISE L K SS > a31�wQ of > d� w--=O / 1 > <$Ow-�O- V`
<br />1 ! 1 o r H Z 0 Q O F- � H PERIMETER SEALANT BY INSTALLER p g F H r
<br />22 Pdt36 f110 x 2, PAN HEAD PHIL SINS STEEL x N VJ d 07 U - Z O INSIDE AND OUT d tY N Q
<br />23 S-1775 RE9fORCEMENT, ALUM.. PANEL ALUM PVC PNL INTERLOCK . 6060 PVC PNL LOCKSTILE - 6059 ^VC PNL INTERLOCK - 6033 VENTS FULLY WELDED Uj O p w N w 0 o Cr t j p W W PERIMETER SEALANI SUBSTRATE BY OTHERS _W O a cr of O w ur w
<br />SEE TABLE I O 0 ul to
<br />24 H-1993 REINFORCEMENT, ALUM.. PANEL ALUM 1 10 Z W O -1 � x U. v7 p 1� 1- BY INSTALLER Z �7 w
<br />0. x ¢ O y a011l L 0' O h INSIDE AND OUT + ri =c� O h
<br />11n0" - - a IL a a a x ' MIN. EMBEDMENT 6 TYPICAL JAMB ANCHORAGE 0. '' a a
<br />� w 3 W In w x C w K h 00 NOT COVER 8 HORIZONTAL SECTION a• x 4� w W rn
<br />25 P 4295 F D PANEL CLIP AL p w_ 1- a x > w O a x > p w F O x >
<br />26 S-1597 COVER. FOE PANEL CLIP ALUM WEEP HOLES
<br />27 S-1930 PANEL TRACK, ALUMINUM. SGD. SILL ALUM I_- - - - - 1;16 SEE TABLE t
<br />26 S-1726 REINFORCEMENT, ASTRAGAL. SGD ALUM 1 1 + SUBSTRATE BY OTHERS -
<br />�, 29 S-1737 HKiHRL4E5Ll ALUMINUM ALUM A y 25 { - 158' INSTALLATION ANCHOR
<br />?9' SEE TABLE 1 /// //yV ,e 1
<br />30 S-6037 LAZING BEAD1.017, GO PVC U 21i 1 `\\\11111111/``\\11111 U1I!/T1,01111/RS PER
<br />/ / / SEE: TABLE t \\\1�1S111 F11/////
<br />23 ♦,X A"Tf.�,.///i ♦♦♦\A/i/i I FTWOp NCOHROUGH ♦♦```�Y- A T(/AL-///�i
<br />31 S TRACK SCREEN SGD VC / XE ♦
<br />tIM i ttFF i n1 I DIST ♦ W�4•
<br />1 ,- 2 1.tr 16" ♦ W • i � W f i SEALANT UNDER SCREW � 2 6 -••� - MIN EDGED 9 PRE -DRILLED HOLES � tr • ��
<br />- HEAD By INSTALLER MIN SEE TABLE 1 Z # #S
<br />33 GLASS (SEE SHEET 2) . �' • ♦� • ��
<br />o.. .3I1fi' - 1,t8 3 V18' 25!H' 1 t511fl' # #� - _tk #�
<br />34 H4i044 SCREEN CHANNEL PVC _ t,IG' N0.58201 ' No. 58201 -• - Ila' MAX SHIM No. $8201
<br />.dl 35 S-8045 SCREEEN ADAPTOR PVC Ire =� o. -y-=' Y A VERTICAL SECTION =x
<br />H FIXFD PANEL
<br />it
<br />ANCHORLAYOUT
<br />tnti" - PI L ILL A R E
<br />38 PJ27A WSTP. 0.7 % L25' DUSTPLIJG ��� � 11TA1'E0t< •TAIEOF
<br />-�• MIN EMBEDMENT
<br />37 S-1764 SILL THRESHOLD COVER (8900) ALU 1
<br />'I 38 P4366 WSTP., V X 7. 1' X 0, 17U5T PLUG 1 1 �i� ��pt ♦♦� NOTES: �� /t�p� ♦♦♦� SEE TABLE 1 i���A' ♦♦``� fY M
<br />i 39 P.1302 WSTP., 0.330' XO.18T BACK FIN PVC INTERLOCK SNAP • C1061 FIXED PNL CLIP - 4295 FIXED PNL COVER - 1597 REINF. - 1775 HIGHRISE - 1737 '/////IIIILL\`,X♦X`♦♦ 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. /h N ,r \♦`♦♦`♦ // ♦``♦` ~ �
<br />• 40 P-4479 WEEP HOLE COVER PVC //1111111q` TABLE 1. APPROVED INSTALLATION FASTENERS FIXED PANEL I//III�I1t1� w 111 '� ' 1
<br />- 2 tut6' EDGE DIST ,� Ln r•I
<br />' t Ile" 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE I II USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. r SEE TABLE I C) 1 p O1
<br />1 � t6 BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. CONCRETE (2.0 KSI MIN.) 116" ITW TAPCON 1' 3" + - I 1 M rn 00
<br />3 Alb' - 172- - 11'y" 37 1 - 27 7/21/2020 3. ANCHOR TYPE. SIZE SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 6. 7/21/2020 CONCRETE (2.85 KSI MIN.) 3116" ELCA ULTRACON 1.3H' r / I/2v2020 H
<br />sIn^ - a5 ,3,16' to u. m
<br />. 1 trtfi• 1 HOLLOW OR GROUT -FILLED CMUi117PCFMINI 3/16'ITW TAPCON i' 3" It III ' i W M r•-1
<br />+ + 1 LUCAS A. TURNER. P.E.4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE LUCAS A. TURNER. RE HOLLOW OR GROUT -FILLED CMU IASTM C 90) 3/ 16" ELCO ULTRACON t-1!d" 2.1!_+ I t II p C. LUCAS A. TURNER. RE ? Q '-'I 00
<br />314' ilia' ROLLER TRACK - 1930 PROTECTED TO PREVENT REACTION. > a. 00
<br />9 i28 1 3 FL PE M 58201 FL PE 11158201 2X MIN{. SOUTHERN PINE (Cs0.551 3116" 17W TAPCON 1.3i8" 1" 1 / FL PE N 58201
<br />SILL THRESH COVER -1764 2428 Old Natchez Trc TH 2428 Old Natchez Trc TO � 2428 Old Natchez Trc TO �p
<br />PVC SCREEN ADAPTOR - 6045 5. INSTALLATON ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 2XMIN. SOUTHERN PINE (G-0.55) 410 WOOD SCREW 1-3/8" 1"
<br />Camden, TN 38320 Camden, TN 38320 Camden, TN 38320 In
<br />Q = Q
<br />SPECIFIED IN TABLE 1. SHEET 8. 16 GAUGE FIXED PANEL CUP 00 11 d tl
<br />PH. 941-380-1574 PH.941-380-1574 (U.l1ti0")MIN. S1tEl STUD IJ10.16 HILTI KWIK-FLEXOR ITW FULL TI{REAU PH. 941.38{J-1574
<br />7/16" CLIP ANCHORS MUST -- -
<br />7 H 2 vta' - 'SHEET -DESCRIPTION 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED. INTO SUBSTRATE. INSTALLATIONS SHFE1 DE ScwPTioN 133 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060" BE LOCATED A MINIMUM SHf E T nE ScwPTI1 N
<br />6 1118' QQ Op 4 J18' + 1 tr8' 7116" - 518' - - TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, INSTAL-ATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS 118" ALUM (8%3-T5 MIN? OR 010 GRADE 5 SELF -TAPPING / FULL THREAD DISTANCE OF Y AWAY "I I
<br />a • t ' 1 2 life y1 (T- 3 BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND IIS- STEEL 33 KSI MIN.) DRILLING SCREW THRU 0.125" T 16 FROM ANY MAIN FRAME GENERAL NOTES AND
<br />_ _�L7 BOM AND EXTRUSIONS ( ANCHOR / - -
<br />11 34 t 114 30 9rt6' NOTES FIND PANEL CLIP ANCHORS INTO: ELEVATIONS - --
<br />IIII I .� 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS 2" FOR MASONRY, 1" FOR WOOD AND METAL _ /
<br />11 tn6 1 1+tb' 1C� trip 1 QQ ADE 06/03/08 S. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/03/08 HOLLOW OR GROUT -FILLED FIILLED CMU (117 PCF MIN,, 11t6' ITW TAPCON 1 3 ANCHOR ITYPI ADE 06/03/OS �1 U V1
<br />t tlp(�' '31 DRAWN aY DATE DRAWN BY .DATE DRAWN BY DATE
<br />tee 1 {II DD 1116' _ C HORIZONTAL SECTION
<br />r' PVC SCREEN CHANNEL .6044 PVC TRACK FILLER - 6040 FIXED PNL SUPPORT - 1722 DI "I REV SUBSTRATES SHALL MEET THE MINIMt/M STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED DWG If REV FIXED PANEL CLIP ANCHORS INTO FIXED PANEL CLIP DETAIL H FIXED PANEL ANCHORAGE nwc n REN
<br />1 PVC SCREEN TRACK - 6041 CONCRETE (2 86 KSI MIN.) OR 3/16" ELCO ULTRACON 1 1/4" 2 112" 1 - -� i
<br />l ' oc ao CWS-298 E 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS CWS-298 E CWS-298 E /= - -- =_ -=
<br />1 PVC GLAZING BEAD - 6037 HOLLOW OR GROUT -FILLED CMU (ASTM C-90 � L,J
<br />1 PVC ASTRAGAL - 6043 REINF. - 1726 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED, SCALE FMAIAAMA IOWIN WINDOWS). FMA,AAMA 2001FL ANGE WINDOWS). FMA/WOMA 250MOX WINDOWS), FMA/AAMA+WDMA 300(EXTERIOR DOORSI. GCE '4-'ALE In
<br />SHEET SHEET SHEET _ ��
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<br />SHEET TITLE
<br />DETAILS
<br />• 1
<br />JOB No.
<br />221-22
<br />DATE:10/29/2020
<br />SHEET No.
<br />D3
<br />
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