HomeMy WebLinkAboutProduct Approval - Windows PRODUCT APPROVAL NUMBER :
FL #16177.1
OPENING IDENTIFICATIONS:
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1/4/2018 Florida Building Code Online
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OFFICE OF THE FL# FL16177-R2
SECRETARY Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich,PE
✓ Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R2 COI EvalReport812C.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://www.floddabuilding.org/pr/pr_app_dtl.aspx?param=wG EVXQwtDgvyf4ngAXh 1 Oy8QtjDbmBIPrafAGHlxlsgtjUObEAbzoQ%3d%3d 1/2
1/4/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL it Model,Number or Name Description
16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FI 16177 R2 II CWS-812C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +70/-70 Evaluation Reports
Other: SH-8100 PVC Impact,no sill anchors required.Safety FL16177 R2 AE EvalReport812C.Ddf
glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes
complies to ASTM E1300-04.
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:BSO-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pubic-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are pubic record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts:
® U ® -h x
Credit Card
Safe
https://www.floddabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsggUObEAbzoQ%p3d%p3d 2/2
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 812C
August 29,2017
Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 517/8"x 613/4"unit size,
+/-70 PSF,no anchors in sill
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-812C, signed and sealed by Lucas A. Turner,P.E.
3) Test Report NCTL-210-3815-1A, -2,and-2A,by National Certified Testing Laboratories,
Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203-
94, ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-812C.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812C
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021
• Requires Quanex(K4ilaon)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101
1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6"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.
E N'sF''�'��i�
Lucas No 58201 ••:�r:
Turner = Z�
2017-08-30 •
:9 STATE OF
16-11+20:00 %�,�•..�c� pv., � �� 8/29/2017
N Lucas A. Turner P.E.
FL PE#58201
f 1
11 fll
1111
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: owlbm
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8'MAX.OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:'O/X'.
51 718"MAX.UNIT WIDTH SINGLE HUNG
4.DESIGN PRESSURE RATING: IMPACT
47 11/16'GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER z Q 3
-- -- - ASTM
INFILTRATION
300-04e 01/0 PRESSURE AND GLASS TABLES H C w O U)LU Z w
Z WJO
W z0? d'--L
ca
63' _ __ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED a 7c w�z Or X 3
MAX, IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z=M Q x w 0 p
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD OU CIF-0 F�'a F K
FLANGE ANCHOR CALCULATIONS. to? �a
HEIGHT O z 001 Z~o-
B I B 26.3116' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ F= LL 2 0 O LLZ
I GGLASS NOT REQUIRED. <3Q O F-C Z-
1 I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O0 Q x 0))0 w(n w
61 3/4' 1 I fn W O J CO H
MAX. USED AT FIXED MEETING RAIL AND JAMB. a z=a a p
HE GH7 8.SERIES/MODEL DESIGNATION SH-8100. a F a u,3 a rn
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: `"siluoy��)
I I X=OPERABLE SASH,O=FIXED SASH 0c,PNORE W 104,��
303/16" I I pr,:'�CFAl
Mpx, 26 7/8' 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR JV? �, F''•,'ar�
SASH `, I GLASS LOCATION. No 58201 :1)
HEIGHT X 1 DLO `*- ,t
B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4'LOCATED 4"FROM BOTH ENDS. * -
s
STATE OF
I -N
LucasTurne
s A r
451/16. 2017-09-22
GLASS DLO 13:36-04:00
48 318" 9/22/2017
MAX.SASH WIDTH
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRPTK)N1:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG#: REV.:
SECTION VIEWS.................................3 RATING
EXTRUSIONS&B.O.M........................4 CWS-812 C
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: SHEET
INSTALLATION DETAILS....................6
1:15 1 OF 6
J
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCA-A,FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
a z 3 az3
zw J O
Lu zOz w-2 I=
LLF-w�zO3:22
7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS zO z F Q a It w p 0O
118"ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED 13 Z N z Z F-�U)
— r _
7116'AIRSPACE 7/16'AIRSPACE Q 0(9::,z O 2 z p LL U
5/16"LAMINATED GLASS 5116'LAMINATED GLASS 2�LL�O�Z z
1!8'ANNEALED 1/8'ANNEALED w w0 O cr C0 O w U)W
zFzwa p0�nr
.090"PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT w H O 0.O= }
1/8"ANNEALED 1/8"ANNEALED a a w a
QUANEX DURASEAL QUANEX DURASEAL
IG SPACER IG SPACER � �ORE W
7 PURFECT GLAZE"H'OR SIKAFLEX 552 4 PURFECT GLAZE'H"OR SIKAFLEX 552 X40, ✓.CEN
No 58201
14 1/2'GLASS BRE 14 1/2"GLASS BRE
6 170L STATE OF
F
pt I
1 1 ,�'�SSiONA;ANG%%
0go
FIXED LITE SASH LITE 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941.380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
DWGX: REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 SHEET
1:1 2 OF 6
WTERIOR
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
45 3 53 1 38 13 4 45
8100 PVC
D ® SINGLE HUNG
IMPACT
0
a i 3 <Z3
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1 o zwZ >0x3m
14 LL z z=m <w W 0 0
3 74 54 14 6 88 63 19 4 U O u~i F-(L ~i a
SECTION B-B p Z rn Z Z rn
Z OZUVjZ7U–
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ F—LL 2 O O LL Z
RIGHT SIDE SHOWS SASH SECTION VIEW. <¢3¢O F p r Z—
W LLtnwc aui(ow
ir z—
CL
14 39 O wF=-� W=��
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65 10
88
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3 n 9/22/2017
18 111 6
LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
30 NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRPTION:
SECTION VIEWS
SECTION A-A
DRAWN BY: DATE:
BAT 06/18/12
DWG REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C
20,25-26,36-37,44,51-52,55-56,64,67-68 SSE: SHEET
1:2 3OF6
J
PARTS LIST FRAME CORNER 99�mffl
�ITEM PART#1 DESCRIPTION VENDOR MATERIAL CONSTRUCTION �/�1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 31/8' ( /—�I2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 15/16
3 H-6031 Main Fr.,SH,w/F .,PVC,L.Jb. Mikron Vinyl t 2 3 16 OCA A. LTH AVE.
4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 9 8 WWW,CWS.CCA34474
6 S-1577 Impact Hook Keymark Alum a 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16" 1 5/8" 15/8'
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum tn6• �� 1/16" 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl 0 1/16" CORNER WELD
12 H-6004 Sash Sida/Top/Bot.Rail Mikron Vinyl (�L:8 ES) SINGLE HUNG
13 S-1498 Reinf.S.B.R./S.S.R PVC FRAME FLANGE-8031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAM--8027 IMPACT
14 S-6064 Glz.Bd.,7/8" Mikron Vinyl
18 S�013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl Z 3 a Z 3
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 1�. p LL1 O a LU p
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 Z OO Z W—Z L
13/16"
23 H-1699 Reinforcement,SBR Keymark Alum 7/8• p a rA i z}z 0 W 3 m
24 P-2190 Balance BSI 9/18' t 1 O O�p¢�w O O
25 P-3059 Sash Cam,PVC BSI Plastic 1/18' 15/8" 2 1/8" 1116• U L)s2 j z 0- �a
26 P-3048 Take Out Clip BSI SS r I SCREWED TOGETHEREWITH p O 0 —rj U—
27 P-3783 Lock,Impact,PVC Interlock IIJI U N
28 5-4069 Keeper,Impact,PVC Interlock Zamac 1n6 OUTE1:8 ?0 W-O v_Z
1:6 } a3pw—xo—
REINF.,IMPACT HOOK-1112 f I-t—
30 P-3215 Weep Cover w/Flap Geer Plastic a ��}m U U)
32 7-3429 Wstp.,0.270 x.187 back FinSeal,Gray UMrafab O p~}p W O W
PVC SASH SIDE RAIL-6004 FIXED RAIL-1838 W u. Ir N p w(D w
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 o =
Fastenal Steel Z CO w O J
o a �>
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 15/18 9/1s O Iu4LU C v1
39 P�051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2" /8•y 5/16" 1 1/e•y a F 3 a
40 1 P-4264W 1#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 I I ��uurp
44 P-3342 Seam Sealer,SM-5504 Schnee 7/8' 18 1 5/16" 19 .�� RfW�'r,
45 P-3752 Cap Plug,1/2"Hole M&M Nylon 1/18, 045" 1/18• ���, ••• TG,•��
47 P-3438 Sikafiex 552 or Purfect Glaze•H• Sika/Henkel 1/16" ;JC�p?•.��CENSIF'•Q'Ltn
48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-8014 :�: No SB201
51 P-3881 Temporary Lbl.(NFRUDP) *'
'-a- ae
52 P-36h CWS Lbl.(logo) Pro Label 3/4•� 3/4" 5/e 1/a• I� �: STATE OF
53 Sash SEE SHEET GLASS Tri
54 Fixed SEE SHEET 2 GLASS 3119• + / 10
56 P-3281 Spacer Duraseal T--(�L--(1_3) tsn�I �1 1n6^ 'I 1/8� 7�— ���BONA;EpO�,
62 P-3218 Screen Frame,Horiz. Allmetal Alum T 1/18 J-
63 P-3218 Screen Frame,Vert. Allmetal Alum RENF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 RENF.TOP RAIL-1497 PVC GLAZING BEAD-6064
64 P-3321 Screen Frame Comer Key Allmetal Plastic
65 P-3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl
67 1 P-3029 IScreen Pull Tab Summit Alum
9/22/2017
68 P-3033 Screen Spring,SS FI.Screen SS
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum 0 3116' FL PE#58201
72 S-6063 Corer,Fixed Rail Mikron Vinyl O 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
15116" 1/2• SHEET DESCRIPTION:
LINE ITEMS NOT USED: 13116•
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 68' �3•� BOM AND EXTRUSIONS
/1r� D
7l/8
T SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 DWG N: REV.:
CW"12 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1.2 4 OF 6
WINDOW SYSTEMS
6-MAX.(TYP.) 17"MAX.O.C.(TYP.)
1900 SW 44TH AVE.
6-MAX(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2 8100 PVC
MAXD.C. I I SINGLE HUNG
(TYP)
OINSTALLATION IMPACT
ANCHOR(TYP.)
I I Q ai z
I I F C W p p
06
Z W J❑
W
W ZpZ Q.'-zF
--- •-MTG RAL O O H p a Q W O 0
(TYP.) U UyFZaFya
4' P. I I p Z- -ZF-fn
I I Q 0z00z UU
F--LLZ Oo z
Y <3Qa0ELI-�0-
10t/� /� w -��O3:2
M((TTYP.)C d =a x02N
1 I p WF-0 W=w>-
4 I d Q_ �3a
LJ %0'tkORE W
4-(TYP.) -- -- -- ���p?P•CEN
1(1 `` 3F •,yam
4"(TYP.) NO ANCHORS REQUIRED IN SILL No 58201 •:
ANCHOR LAYOUT-(FLANGE)
STATE OF
iOn� <
4`
OR I p •G�?�
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
2.SHIM AS REQ 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 SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017
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 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 6. 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
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY. DATE:
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. BAT 06/18/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG M REV.:
CWS-812 C
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: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:15
50F6