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Proauct Approval Menu>Product or 4ppl,cacipn Sea.h>Aoolkation List>Application Detail
■ FL g FL16177-RI
Application Type Revision
Code Version 2014
Application Status Approved \ CA
Comments FL 1
Archived -
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooksocws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext291
ekoss0cws.cc
Quality Assurance Representative )ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext291
jlathropocws.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 Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
>r Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R1 COI EvalRep CWS-812B(SH-8100.IMP.NoSlilAnchl.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://tloridabuilding.org/pr/pr_app_dtl.aspx?parani=«GEVXQwtDgvyf4ngAXh I Oy8Qtj... 1/26/2017
Florida Building Code Online Page 2 of 2
` • •
• Sections from the Code
r'
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# 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 FL16177 RI II CWS-81 a(SH-8100, IMP NOSillAnrhl odf
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. FL16177 RI AE DuPont PVB NOA 13-01 7 odf
Safety glazing required on outer lite above 30 ft. in HVHZ. FL16177 R1 AE EvalReo CWS-AUR(511-8100 IMP,
Glass complies to ASTM E1300-04. NoSillAnchl,odf
FL16177 R1 AE Ouanex(Mikron)NOA 12-1017 02 1 df
Created by Independent Third Party: Yes
back Ne+t
inn tt x::2601 Stair Stone Road Tallahassee FL 199 Phone;850-487-1324
The State of Florida is an AAi EEO employer.Copyright 2007-2013 State of Florida ;:Privacy statemerrt Ac ccibility S rt mS_::Retuntl Statement
Under Florida law,email addresses are public records.if you do not want your a-Marl address released n response to a public-records request,do not send
electronic mad to this entity.Instead.contact the of oy Phone or by traditonal mail.1f you nave any questions,please contact 850.487,1395. Pursuant to
Section 45S.275(1) Florida Statutes,enechve October 1,2012.licensees licensed under Chapter 455.F.S.must provide the Department With an snail address if
they hay!one.The!mails provided may be used for offcyl communication with the licensee.However!marl addresses are public record.If you do not w,sh t0
suppty a personal address,please Provide the Department with an email address which can be made avaita Pie to the public,To determine d you are a licensee under
Chapter 455,F.S.,please click here_.
Prodt/Ct Approval Accepts:
https://tloridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgvyt4ngAXhIOy8Qt ... 1/26/2017
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 812B
April 18,2015
Product Description: Series 8I00 PVC Single Hung, Large Missile Impact, 51 7/8"x 61 3i4"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 5`"
Edition (2014) 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-81213, signed and sealed by Lucas A. Turner, P.E.
3) Test Report NCTL-210-3815-1 A, -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-81213, signed and sealed by Lucas A.Turner, P.E.
Installation: Units must be installed according to approval document CWS-812B.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812B
• 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-I/8Ann) inboard lite
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27`
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02`
* I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 51h Ed.(2014) 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.
0"11 If 0#11-4i
Ao RE w
No 58201
4/18/2015
Lucas A. Turner, P.E.
STATE OF W= FL PE 458201
.0 • cC
'•Fs °a o Lucas A. Turner
0#SiONA i 2015-04-18
22-20-04:00
GENERAL
ES
SINGLE HUNG - LARGE MISSILE IMPACT 1.THEPRODUCT C �
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WIN�yV SYSTEMS �
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND t900 SW 44TH AVE.
IS RATED FOH WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
r - 53 La"MAX.OVERALL FLANGE WIDTH , 8100 PVC
3.CONFIGURATIONS •O/X•. .SINGLE HUNG
j 51 7/6•MAX.UNIT WIDTH-- --
4.DESIGN PRESSURE RATING: IMPACT
47 11116'GLASS DLU-- -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
_ GLASS TABLES ASTM E•1300-04.
POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
A INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04. <
6j• _ __ __ I _ 5.ANCHORAGE:THE 33 1l3Y.STRESS INCREASE HAS NOT BEEN USED - - - - -'
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR
OVERALL 1 ! DETAILS. W INDLOAD DURATION FACTOR Cd.1.6 WAS USED FOR WOOD _ w
FLANGE ANCHOR CALCULATIONS.IGH HET o.
i I B B 26 13 18 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE f
LL
DLO S NOT REQUIRED. R o NI
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT o
USED AT FIXED MEETING RAIL.AND JAMB. -;'
MAX.
UNIT 1 w
8.SERIES F MODEL DESIGNATION SH 8100. 8NLf+T
I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING
f a
X�OPERABLE SASH,O-FIXED SASH
30 3116" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
MAX. uuuu
T� LOCATION. `d��� ��•4
SASH \, GLASS `�� PpORE
i HEIGHT X DLO % c7
t 1.EXTERNAL WEEP SLOT 114'x 1.1/4'LOCATED 4'FROM BOTH ENDS. :GP;��G E N 8F'�ii
No 58201 �31%
Lucas A. :9': STATE OF .-W:
j Turner A' le.; `�: 1
n 1 2015-04-11 � '•, SS7oNA�F��,
6 A 15:15-04:00
('it ASS DLO
z�
- 4/11/2015
48 aia• S
MAX.SASH WIDTH
LUCAS A.TURNER,P.E.
FL PE N 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574 I
SHEET DESCRIPTION
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN BY"___-JDATe -
GENERAL NOTES B ELEVATIONS.....1 DESIGN PRESSURE
BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING c. IFIEV
SECTION VIEWS.................................3 RATING
EXTRUSIONS 6 B.O.M........................4 CWS4 B
ANCHOR SCHEDULE 3 NOTES 51-7/8" x 61-3/4" +/ 70 PSF LARGE MISSILE IMPACT -----
INSTALLATION DETAILS...................6 SHEET
1:15 1 OF6
f V/IKJ I
WINDOW symm
fl
1900 SW"TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
Y� a <
-- - ---7/C OVERALL INSULATED GLASS ------- --7/8'OVERALL INSULATED GLASS W T
ANNEALED OR TEMPERED -- ---1/8'ANNEALED OR TEMPERED _ N
i
i -- 7/16'AIRSPACE -----7/16'AIRSPACE �^
&16*LAMINATED GLASS ----5/16'LAMINATED GLASS 1y
I --1/r ANNEALED 1/0'ANNEALED D:
-.09(r PVB INTERLAYER BY DUPONT .D90'PV8 INTERLAYER BY DUPONT
..__...1/8'ANNEALED A1,4
V8'ANNEALED WO
g$
----DURASEAL BY IRUSEAL
" DURASEAL BY TRUSEAL -
4�PURFECT GLAZE-W OR SIKAFLEX 5627)PURF ECT GLAZE W OR SIKAFLEX 552 m
1/2'Gl/18S SITE ( I/Y GLASS BITE ••`` PN •••.. T,rrr
1 `•`P6 �;CENaF�'PLtt`
.._..__._...
sn% -0ZI) ���.. 0%. STATE OF :4u
iO;.,\..A`
�rrr FS.l O R 1 O, O\•••
rrr4S,ON A„Itolojl ,`�•
7�
FIXED LITE SASH LITE 4/11/2015
LUCAS A.TURNER,P.E.
FL PE 158201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380.1574
SHEET DESCRIPTION 1
GLAZING DETAILS
DRAmi BY. ....-.-LATE' ..
BAT 06/18/12
bwoa -- Ey:----------
CWS-812 B
SCALE SHEET
1:1 120F6
n
vvl
INTERIOR i I
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8100 PVC
SINGLE HUNG
- -
_-_-_ IMPACT
\4r
SECTION B-B
j-- NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, 0
RIGHT SIDE SHOWS SASH SECTION VIEW.
T 15
I
I
7�j � INTERIOR m Q �+
_ 1 ORE1�t
�j .��,V�•�ENSF�''QyG
v: No 58201 ',.I
_-44 590 STATE OF •:fy�r
� �� •;O lQ •Caw
T'� /ONM�
R
Nelafi
A 4/11/2015
LUCAS A.TURNER,P.E.
) FL PE 8 S8201
- 1239 JABARA AVE. j
NORTH PORT,FL 34288
PH.941.380-1574
SHEET DES'CRipti011; -."—.-__.....
SLC710N A A SECTION VIEWS
bAwww-IV__ DATE
BAT 06/18/12
�DivTiY riry
NOTE: ITEMS NOT SHOWN FOR CLARITY: CW S-812 R
20,25.26,36.37,44,51-52 55 56,64 67.68 f 5L'^ SHEET
1 1 2 30F6-J
r
PARTS LIST FRAME CORNER
ITEM PART DESCRIPTION VENDOR MATERIAL CONSTRUCTION
I H6031 Main Fr.,SH,w/F .,PVC,Head Mikron Vinyl
'vs �/(�IAYLYilauuV'll('JJ�
2 li-6031 Main Fr. SH,w/Flg.,PVC,S41 Mikron Vinyl WINDOW SfSTEMS
3 H6031 Main Fr. SH,w,'F .,PVC,L Jb Mikron Vin
--(1 �- 2 311 19W SW 44TH AVE.
4 H-6031 Main Fr.,SH,w/F .,PVC,R.Jb.� Mikron Vinyl - VwWW.00ALA W&CCFLORIDA 34474
-- 8) WWW.CWS-CC
6 S-1577 Hook K mark Alum
8 H•6027 Sash Meet.Rail,PVC Mikron Vinyl 2 1I/18- 1 Ste" 1 Sle'
9 14-1497 Rein(.Sash Meet.Rail Keymark Alum I tns• i 8100 PVC
L12
H-6028 Sash Bottom Rail,PVC Mikron Vinyl
jl Mir 1116 CORNER WELD. ..,.-..--_..-�_-.....--' (ALL SIDES) SINGLE HUNG
H-6004 Sash Side/T Bot.Rail Mikron VinI IA
S-1496 Reins.S.B.R./S.S.R - IMPACT
S-6064 GIz.Bd.,7/8" Mikron vinyl PVC FRAkAE FLAWfiE4f091 PVC SASH BTM.RAIL6028 PVC SASH TOP RA0..6027
S6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl a a
S6014 Scm.Adapt.,PVC,Ven. Mikron Vinyl t v2• r�
S-6029 Sash Stop!Filter,PVC,Vert. Mikron Vin I �ij-H-1699 Reinkircement.SBR K mark Alum 7r9 --- t 3r16' ---- 1
24 P-2190 Balance BSI M18• 4
25 P3059 Sash Cam,PVC BSI Plastic
26 P3046 Take Gut Clip BSI SS 1j}�/�yl. Ed
w
L.S _v_ ,16' 1 21r8' iri6• SCREWED TOGETHFIXED MEET E RAIL CA
R RWITH - 5Z O
27 P-3783 lock,Impact,PVC Interlock �•-1/I6" OUTERFRAME Ci
28 P-4069 Keeper,Impact.PVC Interlock 7AM&C 1.8 to
1112 IMPACT HOOK- j
30 P3 over 215 Weep CwlFlap Geer Plastic REINF.,
32 P-3429 Wst .,0.270 x.187 back FinSeal.draty Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1696 gil IL
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel p IL
36 P3768 #8 x 0.625 Ph PH SMS Hub City Steel 9116 r- .. .__ w FE
N
39 P-4264W#8 x 114 F Ph FH TEK, ad, Hub CitySteel I m it g
t/2 t 1l6' Lij
40 P 4264W #8 x 3/4 FH PH w T!6 Head,TEK Whl. Hub City Steel t ( r -P72) 1J p ¢ o
44 P-3342 Seam Sealer,SM-5504 Schnee 7 6 1 t b18 y18
45 P-3752 Cap Plug,1!2"Hole MSM Nylon 1116• -045- t Ili' y-,
47 P-3438 Sikaflex 552 or Purfect Glaze•H• Sika/Henkel 1116' -. `ttHtutgrgr
48 P3352 lSet.Bik.,85 Dur.,1/8'x 518•x 2'1- . F.Lowe Rubber PVC SASH STOP•6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT.6014 ttt ORE W rry
51 P-MICW[TemporaryLbi.(NFRClDP) 3/4 _ .�C No 58201TC�y�A��
52 P3613 CWS LDI.(logo) Pro Label yg-.r
'IT
53 Sash SEE SHEET2 GLASS �4• T' t/4 I-- {1� *:
54 Fixed SEE SHEET 2 GLASS w18" �_ `�py[�_- 7I8' ^-a. * ;a'
56 P-3281 Spacer Dlaaseal } t918' /18' 1' -p 1 :9�: STATE OF '4u
62 P-3218 Screen Frame,Horiz, Allmetai Alum --v16• i ._ i-"-- tnb
63 P3218 Screen Frame,Vert. Ailmetal Alum REWF.BTAA RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD•6064 �rrrF•4,< R �'O�`+�
65 P3581 Screen Cloth, 18�x 8 Fiberglass Be Keyltl�enue Fiberglass
REINF.S.B.RJS.S,R.•1499 r'•SS�ONA�1��t`��
66 P-3228 IScreen Spline,.155 Dia..Wk. Dapa Vinyl
67 P-3029 Screen Pull Tab Summit Alum �20
P3033 Screen S 4/1112015
88 .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 rb 3116•___„ _ _ __________ FL PE#58201
72 S6 ver 063 Co ,Fixed Rail Mikron Vinyl O l 1239 JABAfiA AVE.
73 S-1112 Rainiorcemenl,Impact Hook Keymark, Alum l NORTH PORT,FL 34288
74 P-3541 #8 x 1/2,Pan Head,TEK Fastertal Steal PH.941-380-1574
5116" 1r2'-"--- "'+ sNEt1 oesCRlF•'rY0N
LINE ITEMS NOT USED. E30M AND EXTRUSIONS
8 3/te'_ (
5,71 11,15.17,21-22,29,31,33.36,41.43,46,49-50,55,5761,65 7 .. I 1 Q t' 3
j tn6• A)
L . �•
SCREW SUPPORT-3113 DRAWN 6Y. DATE
IMPACT HOOK BAT 06l18/12
S•1577 DWG.
CWS-812 B
-.
NOTE:ALL EXTRUSK)NS ARE ALUMINUM 6063•T8 UNLESS OTHERWISESCALE _-NOTED. I SHEET
1:2 4OF6
6'MAX.ITYP 1 -1 17'MAX.O.C.ITYP.)
1900 SW 44TH AVE.
6'MAX.(TYP,) �- OCALA.FLORIDA 34474
WWW.CWS.CC
�...._ I SEE NOTE 2 8100 PVC
MAX 0C. 1 I SINGLE HUNG
IMPACT
( O INSTALLATION
ANCHOR(TYP.) NIP
{ I N1N
1 i I
1 1
i
4-(TYP.1 to
I � N
1 I ^
N
X W
10 t rl' cc
MAX,0.C.
(TYP.1
I i
4 (TYP.)---
4' 7YP.} NO ANCHORS REQUIRED IN SILL.-_..-i `,��4, 4REt4'!`•�. _.
f
ANCHOR LAYOUT (FLANGE) :J.
No 58201 A 2
NOTES.
j 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
2.SHIM AS REO 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 •�'`•S��NA� �a��'
CONSTRUCTED 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 6, 4/11/2015
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 X 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.941-300-1574
SHEET
N.
6 INSTALLATIONS ANCHOR MO SOLD CONCRETENT TO TE SHALL BE BEYOND E OR GROUT-FILLED CMULMAY INSSING OR STUCCO. FOR CLUDE DE BUT DO NOT REQUIRE iX WOOD BUCKS TEXMU BETWEEN THEENT SHALL BE BEYOND PRODUCT AND THE SUBSTRATE.
BEUCKS,IF USED,INTO SUBSTRATE ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF I BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,i'FOR WOOD AND METAL, DRAWN 5Y:
i
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 O6/18/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN 1N TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-812 B
j 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS, --
.E,_.._-__-. ..SHEET
FMNAAMA 100(FIN WINDOWS),FMAfAAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAAMDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
TYPICM HEAD ANCHORAGE ----___._. --------�MIN.LMHEUMENT
SUBSTRATE
1\V/1
---� MIN.EDGE DIST. SEE TABLE t BY OTHERS 1900 SW NTH AVE.
SEE TABLE 1 1'4-MAX.SHIM — G.- SEE TABLE 1
i/ OCL
- . WWW.CWS.CC _...._SUBSTRATE BY OTHERS _._�
._
SEE TABLE 1
L N.EMBEDMENT
SEE TABLE 1 MN.EDGE DIST. $ OO PVC
PERIMETER SEALANT- SEE TABLE 1
BY NSTALLER
INSIDE AND OUT -E----- SINGLE HUNG
INSIAL ANN ANLOR IMPACT
i SEALANT BEHIND ,a t I n11i IO H
FLANGE BY INSTALLER IAl MAX.SHIM
a <
!j PERIMETER SEALANT
BY INSTALLER W
INSIDE AND OUT
INSTALLATION ANCHOR -- '-- .. .. --—
i SEALANT BEHIND
SEE TABLE t Z
FLANGE BY INSTALLER g}N
g _HORIZONTAL`;ECTION O
GON I INUOUS DOUBLE 3/16'BEADS OF "" W
1400GLAZE UIWU SEALANT AROUND �B_�TYPICAL JAMB ANCHORAGE
PEHIMETER AT ALL INDICATED POINTS
BETWEEN FRAME AND BUCK BY INSTALLER.
..114"MAX SHIM
SEALANT BEHIND
i FLANGE BY INSTALLER m t
PERIMETER SEALANT MN.EMBEDMENT
BY INSTALLER / SEE TABLE I
INSIDE AND OUT ••Qy���
t w: •
No b8201 •�P
SUBSTRATE BY OTHERS--/ I / *: * •_�'
SEE TABLE t —#—MN.EDGE DIST.
SEE TABLE I _ •Q'.1!
9 STATE OF ;�4r
A\ VERTICAL SECTION ..._" 0.
} TVPiCAI.5111 ANCHORAGE '�/ �(C8 4 0 R IQ••'0\`'►�
V •,,,,B/ON^�
4/il/"15
--_---- --._----------
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE M 58201
CONCRETE(2.O KSI MIN.)
3'16'ITW TAPCON 2' t-8' ✓Y IMI,INSTALLER
I L H St At AN I 1239 NORTH
PORT, 34
By INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MN.) 3/16-ITW TAPCON t" z' INSIDE AND Out PH.941-380.1574
i I (; '., HUHILUNIAL SECfK,7N
CONCRETE(2.85 KSI MN.) 3116'ELCO ULTRACON t' r -- SHEET DESCRIPTION -
6 % BOX FRAME NSTALUITION
GROUT-FILLED CMU(ASTM C-W) 3116'ELCO ULTRACON 1-1/4' 2-1'2' HEAD AND SILL SIMILAR FOR BOX INSTALLATION
INSTALLATION DETAILS
2XMN.SOUTHERN PINE(G-0.55) 3/16'tTW TAPCON 1-3/8" 1;d-
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
MN.SOUTHERN PINE(G.0.55) #10 WOOD SCREW 1-3/8' lie' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY iLATE
BAT 06/18/12
16 GAUGE(0.060')MN.STEEL STUD N1(I t6 HLTI KW q(•FLEXOR ITN FULL THREAD 111G" MIN,1/4•FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DwG A `NEv.
(33 KSI YIELD MN) TEKS SELF-DRILLING SCREW THRU 0.060" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CW S•812 B
1/W ALUM.(SN345 MN.)OR 010 GRADE 5 SELF-TAPPING/ FULL THREAD T t6" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE
VS'STEEL(33 KSI MN.) DRILLING SCREW THRU 0.125' SHOWN FOR FLANGE WINDOWS. SHEET
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