HomeMy WebLinkAboutProduct Approval (3) ' j T�A�'j�R 1239 Jabara Ave.
d J 1�l North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 163D
August 28,2017
Product Description: Series 8450 PVC Awning Window, Large Missile Impact, 48"x 36"unit size, DP
67.5
Manufacturer: Custom Window Systems,Inc. 1900 SW 44`"Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FA 6t"
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing '
standards performed are outlined below.
ec mca Documentation:
1) This report, prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-163D,signed and sealed by Lucas A.Turner, P.E.
3) Test Reports NCTL-210-3670-1,-IA, -2,-2A,from National Certified'I'esting Laboratories,
Orlando,FL signed and sealed by Gerard J. Ferrara, P.E. Testing Performed: TAS 201/202/203
1994, AAMA/WDMA/CSA 101/1.S.2/A440-2005, and ASTM E 1886/1996 2002/2005
4) Supplemental Calculations to support CWS-163D,signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-163D.
Limitations of Use: This product:
• May be used in X configuration in sizes up to 48"x 36"unit size, with 1/8"(Ann. or Temp.)
outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass
• Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of grade
• Requires max. glass daylight sizes as shown in CWS-163D
• Achieves design pressures of+/-67.5 psf
• Is large missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 416-1117.02'
• Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade NOA#17-0206.10'
'I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6'h Ed. (2017)Florida Building Code for use in this product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire,nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
11
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STATE OF i PJ 8/28/2017
Lucas A. Turner, P.E.
4
FL PE #58201
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J
AWNING - LARGE MISSILE IMPACT GENERAL NOTES: (! 7///(Q /jn •L/e(/�
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS Ln rj�
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC
DEFINED IN ASTM E 1996 PER THE FBC.
491/4"MAX.OVERALL FLANGE WIDTH
2.GLAZING OPTIONS:(SEE SHEET 2) 8450 PVC
48"MAX.UNIT WIDTH AWNING
---�"MAX.SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN FROM BOTTOM TO
ourslDE. IMPACT
411/2"
GLASS DLO 4.DESIGN PRESSURES:
A -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ¢ z a z O
r GLASS TABLES ASTM E-1300-04e01/09. z w LU O ' Q w p w
—— ———————————'————-- - -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER w z O z_ z
INFILTRATION TEST PRESSURE,AND GLASS TABLES o �co w z OF�m
37 1/4 I I ASTM E-1300-04e01/09. O O:c O¢¢w O O
MAX - -- -- -- U U FZaxr-�
OO EV BALL : 5.ANCHORAGE:THE 33 1/3°/STRESS INCREASE HAS NOT BEEN USED IN p z U) z F-j y
FLANGE I I THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR INSTALLATION z O Q v t1j :0:)U-
HEIGHT ( / \ I DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD y a w0 W O x p z
ANCHOR CALCULATIONS. g I-I I-z
B I I I B �pHZ)}:Om
` I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE W w tow cn p w U)tw-
29 1/2" NOT REQUIRED. D. =0- of O-rn
I I GLASS p W F C w
36" x
MAX. I \ I DLO 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.PVC a F- °- a
UNIT VENTS FULLY WELDED.
HEIGHT i ` ' I g 8.SERIES/MODEL DESIGNATION AW-8450. ,,,` p � �jp��r
+„rGp.ti�OEtdS,F•.�.ir:
5 9.THE DESIGNATION X STANDS FOR THE FOLLOWING:
i I D X=OPERABLE SASH
7
—— I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR r
4li
LOCATION. y�O " STATE 4F� ":
5
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-360-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.......1 LOCATION I SIZE DESIGN PRESSURE RATING IMPACT RATING ADE 05/05/2007
—._---
SECTION VIEWS&GLAZING................2 DWG C: REV.:
EXTRUSIONS&B.O.M...........................3 - 48"x 36" LARGE MISSILE IMPACT CWS-163 D
ANCHOR SCHEDULE&NOTES............4 HVHZ +/-67.5 PSF sc.'IiLE: ---
INSTALLATION DETAILS.......................5 SHEET
1:10 1 OF 5
wlwnaw sYsrelws
1900 SW 44TH AVE.
00 OCALA,FLORIDA 34474
INTERIOR WWW.CWS.CC _
1 1
8450 PVC
AWNING
IMPACT
m 1
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INTERIOR a I- n o
7/8'OVERALL ��� P01 NORR .
p�?. G E FJ S
1/8•ANNEALED Or TEMPERED ,.`JG: �' '•qtr:
�: No 5S2J1 -moi
7/16'AIR SPACE
1 5116"LAMINATED 'S!; STATE 4F •'41�
1/8'ANNEALED '��`rcr''��.1 0 p 16Q'•:}
.090 DUPONT PVB INTERLAYER
I_ -118'ANNEALED
10 QUANE)(DURASEAL
IG SPACER 4 SIKAFLEX 552 OR
o C PURFECT GLAZE'H'
1 zx0
3C310 13 46 ! 1/2"
S BITE 9/22/2017
30 { LUCAS A.TURNER,P.E.
5 1 O FL PE#58201
6 1239 JABARA AVE.
NORTH PORT,FL 34288
1:1 PH.941-380-1574
SECTION VIEW A-A ALTERNATE FIN FRAME SHEET DESCRIPTION:
SECTION VIEWS AND
GLAZING DETAIL
DRAWN BY: DATE:
ADE 05/05/2007
DWG1:: REV.:
SETTING BLOCKS PER FBC 2411.3.3.1 CWS-163 D
ITEMS NOT SHOWN FOR CLARITY: SCALE:
22,25,33,38,42,46-48,51-56 SHEET
1:2 2 OF
ITEM PART# DESCRIPTION VENDOR MATERIAL
1 H-6030 FR.,AWNING.,MAIN,HEAD Mikron Rigid PVC ---31/8"--- SASH CORNER �(�FRAME AND �/7(��CGI j�
yw
2 H-6030 FR.,AWNING,MAIN,SILL Mikron Rigid PVC CONSTRUCTION WINDOW SYSTEMS
3 H-6030 FR.,AWNING,MAIN,JB.,RIGHT Mikron Rigid PVC Q 1 1900 SW 44TH AVE.
4 H-6030 FR.,AWNING,MAIN,JB.,LEFT Mikron Rigid PVC 2 OCALA,FLORIDA 34474
5 P4050 COIL-ALUMINUM,5052-H32 .050 X.437 JB,LEFT Precision Steel Aluminum I O 3 3/t6"
( ) .i_.�-.. 46 WWW.CWS.CC
6 H-6008 SASH,AWNING,TOP RAIL Mikron Rigid PVC 311116^I � q 718^
7 H-6008 SASH,AWNING,BOT.RAIL Mikron Rigid PVC I + 8450 PVC
8 H-6008 SASH,AWNING,SIDE RAIL,RIGHT Mikron Rigid PVC o 1116" '
9 H-6008 SASH,AWNING,SIDE RAIL,LEFT Mikron Rigid PVC p PVC GLAZING BEAD AWNING
CORNER WELD
10 S-1505 REINF.AWNING,SASH SIDE RAIL LEFT Keymark Aluminum S-6064
(ALL SIDES) IMPACT
11 H-1592 SCREEN RAIL,SIDE Keymark Aluminum __.Q 1:8
12 H-1593 SCREEN RAIL,TOP/BTM/SIDE Keymark Aluminum PVC FLANGE FRAME
13 H-6030A FR.,AWNING.,MAIN,HEAD,W/INTEGRAL FIN Mikron I Rigid PVC H-6030 G z 3�: ¢z O
14 P-3029 SCREEN LIFT-OUT Hurley Steel z w o o S IW- w
15 P-3113 SCREW SUPPORT FOR PVC Team Rubber —2 5/t 6" w z O z �1=z F-
16 P-3195 SCREEN SPRING,NO HOLE TENSION Hurley Steel 7116"-{- o l-w O z ��
6 II O OFOaQWpof
17 P-3197 SCREEN CORNER KEY M&M Nylon < =0 K
18 P-3217 WSTP.,WHITE LEAF SEAL,FRAME Amesbury Rubber o 7 5 p z U)w z Z F j D_
19 P-3228 SCREEN SPLINE,.155 DIA,BLK Dapa Foam 21/4" 8 fns^ a O z O v z=O U
20 P-3281 SPACER,DURASEAL,.SEE SHEET3-- Truseal t11s" 9 COIL,.05 X.437 > ¢ LLO w O OMO-
21
O-
21 P-3342 SEAM SEALER,SM-5504 Schnee SiliconeL P-4050 ¢ w v tz zz ui
22 P-3352 SET.BILK.,85 DUR.,1/8"XS/8"X2"LG. Frank Lowe Rubber w O 0 w v}i o w w w
23 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH Ultrafab Nylon PVC SASH a ?U.=d �O r~n
24 P-3438 PURFECT GLAZE"H",SIKA FLEX 552 Truseal/Sika Silicone H-6008 O w 0 D_x >-
Ir = w w�:w U)25 P-3539 #8 X314"QUAD PH TEK,ZINC,SCREW Fastenal Steel (L ° D_
26 P-3581 SCREEN CLOTH,18 X 16 FIBERGLASS Wier Fiberglass g/16• s�µutt�lfrq
28 P-36127 83 WSIPH FH LBL.(LOGO)
2,ZINC,SCREW Fastenal Steel sns^ 11 1 I MSGS pNC6N8 1.I
29 P-3736 AW 8400 GOLD CERT.LABEL,NFRC TAB 15116- 1 5n 6^ :" No 55241 -.'y
30 P-3752 CAP PLUG,1/2"HOLE M&M Nylon , t/1s^ t/16 *r
31 P-3881 TEMPORARY LBL.(NFRC/DP) L
32 P-3940 SNUBBER,SS,PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE ��Q:, STATE OF
33 P-4004 #8-32 X 112"PH PH,MS,SS(ROTO HDWE.LOCK) Fastenal Steel H-1592 H-1593
34 P4005 SUPPORT PLATE,LOCK,SS,ROTO
35 P-4012 SHIM,ROTO OPERATOR,ROTO HDWE. / e w/P 4,8mm) Roto Stainless S+ ti0010%
36 P4014 HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) Roto Stainless 31/8" -y 3/4--r-1
37 P4015 HINGE ARM,WASHABILITY,13",ROTO HARDWARE Roto Stainless -
38 P-4018 HINGE TRACK,13"ROTO HDWE.,"A"&"B" Roto Stainless11n610
(—I 13 i " -1/8"
39 P-4024 GASKET,ROTO OPER.,ROTO HDWE,1/16" HOP Closed Cell `�J
40 P4042 GASKET,LOCK HOP Closed Cell a SASH REINF, 9/22/2017
41 P-4043 STRIKE,MULTI-POINT Progress Plastics Plastic 5-1505
42 P4044 ROTO OPER.,SCISSOR ARM,AWNING Roto Stainless a � LUCAS A.TURNER,P.E.
43 P-4045 SW NEL BRACKET,ROTO OPER.,AWNING Roto Stainless 4112" i FL PE#58201
44 P-4047 LOCK,SINGLE-POINT,ROTO HDWE,WHITE Roto Stainless 1/16" 1239 JABARA AVE.
p NORTH PORT,FL 34288
45 P4521 #8-32 x 3/4
46 5-6064 GLZ BD.,7/8" Mikron Rigid PVC 3/16" SHEET DESCRIPTION:
47 GLASS SEE SHEET t' 11 1 I' 3' "I 1
t BOM AND EXTRUSIONS
PVC FIN FRAME SCREW SUPPORT DRAWN BY: DATE:
H-6030A P-3113
ADE 05!05/2007
DING#::
CWS-163 D
NOTE:ALL ALUMINUM PROFILES ARE 6063-T6 UNLESS OTHERWISE NOTED. scti E:— SHEET
1.2 30F5
WINDOW SYSTEMS
8' . (NP.) 19D0 SW 44TH AVE.
12"MAX.O.C.(NP,) 6'MAX.D.C..( 1900 S FLORIDA E34474
.
ZX
2 MAX(NP.) SEE NOTE 2 SEE NOTE 2 W W W.CWS.CC
6"MAX(TYP.)
s•MAX.(TYP.) I I 8450 PVC
• AWNING
—__-----' IMPACT
\ i MAX8. o ¢IW-oo
\\ h1O.C. Z W J W
I (TYPJ W ZOZ OfhZh
INSTALLATION O S rn��-O M�00
ANCHOR AT MIDPOINT i INSTALLATION • xi
LL h W Z h u
(NP.) i / \ i ANCHQRSNP. ANCHOR(NP.) Z Z=0Q0_W ODO
0 Oho Q=h0.0 OOhZahalaQ -zowz Ou.O
I < pFPFO?
I I o� U)0
1 I W WNW`�o-jU)F
0 1-
a h o- Of 0 co
a
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-.(PINI S',��P�
t No 55201 '��L
90: STATE1 .
.A- OR1bQ''���
o /ONA�i
1.INSTALL ONE ANCHOR AT EACH LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHAL
BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z�
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 9/22/2017
4.ALL INSTALLATION ANCHORS FAUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
5.INSTALLATION 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 NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 5.
PH.941-380-1574
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. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
1
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:_ j
8.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 05/05/2007 r
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG n: REv:
CWS-163 D
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE:
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET
1:12 40175
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS V- lS'[9fJ1LK!!� IrIJ('Ii j/I
BY OTHERS WIPlDOW SYSTEP95
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
FI—MIN.EDGE DIST. SEE TABLE 1 By OTHES SEE TABLE 1 OCALA,FLORIDA 34474
I SEE TABLE I 1/4"MAXSHIM-1 - 1I ' WWW.CWS.CC
SUBSTRATE BY OTHERS r. I MIN.EDGE DIST. 1
SEE TABLE 1 p�� + SEE TABLE 1 8450 PVC
MIN.EMBEDMENT 1. G10� _
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR
BYNSTALLER I SEE TABLE AWNING
INSIDE AND OUT -fir --L. MIN.EMBEDMENT
SEE TABLE 1 IMPACT
SEALANT BEHIND �{ O
FLANGE BY INSTALLER C== 1I�III 114"MAX.SHIM Z Q
�I I
LT
PERIMETER SEALANT z w�O 4�O w
111JJJ PERIMETER SEALANT BY NSTALLER � Z O Z of F-Z i
,,. BY INSTALLER INSIDE AND OUT 1 O FQ-W§)-O w 3:EE
LL INSIDE AND OUT INSTALLATION ANCHOR Z Z=2i Q w W 00 O
HIND SEE TABLE 1 O O f-O Q=F
FLANGE BYYLANT EINSTALLER SEALANT BEHIND U O-0 Z Z~Z)d
INTERIOR FIN BY INSTALLER Z _O..(9 U�/j Z b U-
INSTALLATION ANCHOR / o \ HORIZONTAL SECTION �l HORIZONTAL SECTION Q �z tL M O O O-Z
SEE TABLE 1 S TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE Q � O N U!Z Z Uj
HEAD AND SILL SIMILAR FOR FIN INSTALL ATION o� _w O
W OOwU)0 I0E-
a CL a
_~� W Lu
r� d ~ D. w 1
SEALANTBEHIND 1/4"MAX.SHIM ``y PGE#V.^TG
FLANGE BY INSTALLER O ti JCX:�1� sLr�'•,Af�
v: No 55201 :'P
PERIMETER SEALANTMIN.EMBEDMENT
BYNSTALLER "O
INSIDE AND OUT SEE TABLE STATE OF
5- SUBSTRATE BY OTHERS ,•�� tONALt-,W%
Y SEE TABLE 1 MIN.EDGE DIST.
/� SEE TABLE 1
y SEALANT UNDER SCREW µ l VERTICAL SECTION
HEAD BY INSTALLER l S 7 TYPICAL SILL ANCHORAGE
z�
�o9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"IiW TAPCON 1" 2" BY INSTALLER -�
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON V V INSIDE AND OUT PH.941-380-1574
�Dl HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" OX FRAME INSTALLATION
3/16"[TW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
FLANGE 2XMIN.SPRUCE-PINE-FIR(G=0.42} OR ELCO ULTRACON 1-3/8" 7/8
FLANGE 2X MIN.SPRUCE-PINE-FIR(G=0.42) #10 WOOD SCREW 1-3/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR INV FULL THREADLo
UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/2007
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG tt: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-163 D
FLANGE
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET
FIN 2X MIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2" SHOWN FOR FLANGE WINDOWS. 1:2 5 OF 5
L,