HomeMy WebLinkAbout1501-0357 PRODUCT APPROVAL - WINDOWS SINGLE HUNGart „t r4 7t s ,4., �'� ?•r ,�=.f,-+4�p�. tv ��.. :..
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Product Approval Menu > Product or Application Search > Application List > Application Detail
St Lucie County
A.
d°t�r 4:yx�
FL #
FL17234
r
Application Type
New
Code Version
2010
Application Status
Approved
*Approved by DBPR. Approvals by DBPR shaRIECOPY
d and ratified
by the POC and/or the Commission if necess
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
ekoss@cws.cc
Koss Erin
ekoss@cws.cc
Erin Koss
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368=6922 Ext291
ekoss@cws.cc
Jay Lathrop
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext291
jlathrop@cws.cc
Windows
Single Hung
Certification Mark or Listing
Keystone Certifications, Inc.
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Standard
AAMA/W DMA/CSA/101/I. S.2/A440-08
Method 1 Option A
Year
2008
Date Submitted 09/11/2014
Date Validated 09/17/2014
Date Pending FBC Approval
Date Approved 09/18/2014
Summary of Products
FL #
Model, Number or Name
Description
17234.1
SH-610 Vinyl Single Hung
SH-610 Vinyl Single Hung, Non -Impact, 53 1/8" x 76"
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17234 RO C CAC CAR 138-1305.pdf
Approved for use outside HVHZ: Yes
FL17234 ROC CAC CAR 138-1306.pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +50/-50
08/15/2018
Other: SH-610, Max. size 53 1/8" x 76", Fin, Flange, DP
Installation Instructions
+50/-50 PSF. Glass complies with ASTM E1300-04.
FL17234 RO II CWS-935.pdf
Verified By: Lucas A. Turner PE-58201
Created by Independent Third Party: Yes
Evaluation Reports
FL17234 RO AE Eval Rep CWS-935 (SH-610. Non-
Impact).odf
Created by Independent Third Party: Yes
East Next
Contact Us :: 1940 North Monroe Street Tallahassee Fl.32399 Phone: 850.487-1824
The State of Florida Is an AA/EEO employer. Caovriaht 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 public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questlons, 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 public 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 dick heg.
Product Approval Accepts:
® cCheck
Im
Ce,edit-Caaft-d
X
SINGLE HUNG ELEVATION (NON -IMPACT)
MAS SASH WIDTH
DESIGN PRESSURE RATING
FLANGE +/-50
FIN +/- 50
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....1
ANCHOR SCHEDULE & NOTES .......... 2
DP CHARTS & GLAZING DETAIL.........3
SECTION VIEWS & ALT FRAME .......... 4
EXTRUSIONS & B.O.M.........................5
INSTALLATION DETAIL.....................6.8
38114'
FLANGE WIDTH
37'
MAX UNIT WIDTH
3215116"
GLASS DLO
1/4'
ANGE
34 5116'
GLASS
DLO
TIGHT
76'
MAX
UNIT
HEIGHT
30 718'
GLASS DLO
37 1/4'
34 5116"
MAX
LASS
DLO
SASH
HEIGHT
DESIGN PRESSURE RATING
FLANGE +/-50
FIN +/- 50
(NO EXTERNAL REINF.)
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE
FLORIDA BUILDING CODE, CURRENT EDITION.
2. GLAZING OPTIONS: (SEE SHEET 3)
3. CONFIGURATIONS:'O/X'.
4. DESIGN PRESSURE RATING (SEE SHEET 3):
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST
PRESSURE AND GLASS TABLES ASTM E-1300-04.
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS
USED FOR WOOD ANCHOR CALCULATIONS.
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND
BORNE DEBRIS REGION.
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING
RAIL AND JAMB.
S. SERIES / MODEL DESIGNATION SH-610
9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR
ENGINEER OF RECORD.
10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH,
0 = FIXED SASH
11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
Lucas A. Tumer
LUCAS A. TURNER, FL P.E. 58201 2014-09-10 17:30-04:00 Z
ANCHOR LAYOUT - (FLANGE)
THRU FRAME (MASONRY, METAL, OR WOOD OPENING)
OVER 37- UNIT WIDTH, [NO SILL ANCHORS REQUIRED)
NOTES:
NOTE 5 4-
ATION
RS TYP.
8" M.
O.C.
ANCHOR LAYOUT - (FIN)
THRU NAILING FIN (WOOD OPENING)
ALL SIZES
EE NOTE 2
INSTALLATION
ANCHORS TYP.
ANCHOR LAYOUT - (FLANGE)
THRU FRAME (MASONRY, METAL, OR WOOD OPENING)
3T UNIT WIDTH AND UNDER, [NO SILL ANCHORS REQUIRED)
1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REQ AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114" FOR MASONRY OR WOOD, AND 1/8" FOR METAL.
USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT.
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
4. 3/16" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.
A MINIMUM EDGE DISTANCE OF 2 1/2", IN ANY DIRECTION, SHALL BE ACHIEVED.
5. #10 PAN HEAD SCREW WITH INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8' SHALL BE ACHIEVED IN ANY DIRECTION IN FLANGE FRAME
INSTALLATION. IN FIN FRAME INSTALLATION, #10 WOOD SCREW W/ INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK (THRU FIN AND THRU FRAME) THE MIN. EDGE DISTANCE
SHALL BE 112" IN ANY DIRECTION.
6. #10 WOOD SCREW WITH INTEGRATED WASHER THRU FIN MUST BE NO LESS THAN 1"AWAY FROM THE THRU FRAME ANCHOR AT FIXED MEETING RAIL, ELSE FOLLOW THE REQUIRED SPACING.
7. #10 -16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS.
8. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS
IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS.
10. 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 STRENGTH SPECIFIED BELOW. LUCAS A. TURNER, FL P.E. 58201 -
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER)
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2,846 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. ALUMINUM - 1l8" THICK MIN., 6063 T5 MIN.
E. STEEL -.060"THICK MIN., 33 KSI MIN.
12. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH
THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS:
FMAIAAMA 100 (FIN WINDOWS),
FMAIAAMA 200 (FLANGE WINDOWS),
FMAIW DMA 250 (BOX WINDOWS),
FMA/AAfv"DMA 300(EXTERIOR DOORS).
Design Pressures (PSF) with Glass Types A, B, C, or D
Sash
Unit Widths (in.)
_Unit
Hei hts(in.)
Heights(in.)
23 1/2
27 1/2
29 1/2
31 1/2
35 1/2
39 1/2
41 1/2
43 1/2
47 1/2
51 1/2
53 1/8
35 1/2
17
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
39 1/2
19
+SO/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
41 1/2
20
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-73.1
43 1/2
21
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-73.4
+50/-70.6
47 2/2
1 23
1 +5005 1
+5005
+5005
1 +50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+5005
+50/-68.9
1 +50/-66.2
51 1/2
25
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-72.7
+50/-65.2
+50/-62.6
53 1/2
26
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+50/-75
+501-75
+50/-75
1 +50/-71
+50/-63.6
+50/-61
59 1/2 29
63 1/2 31
65 1/2 32
67 1/2 33
7
7/8" OVERALL
1/8" ANNEALED
5/8' AIRSPACE
1/8" ANNEALED
�5/8' GLASS BITE
46 SIKAFLEX 552 OR
PURFECT GLAZE"H"
GLASS TYPE A
FULL SIZE
NOTE:
1. IF SIZE INTENDED IS NOT SHOWN,
USE NEXT LARGER SIZE.
7
GLASS TYPE B
FULL SIZE
7 1 +50/-51.7
7/8" OVERALL
1/8' TEMPERED
5/8' AIRSPACE
1/8" TEMPERED
F5/8" GLASS BITE
SIKAFLEX 552 OR
PURFECT GLAZE "H"
7/8' OVERALL
3116" ANNEALED
1/2" AIRSPACE
3/16" ANNEALED
�518"
GLASS BITE
1) SIKAFLEX 552 OR
PURFECT GLAZE"H"
GLASS TYPE C
FULL SIZE
OVERALL
TEMPERED
AIRSPACE
i' TEMPERED
—15/8" GLASS BITE
SIKAFLEX 552 OR
PURFECT GLAZE'H'
GLASS TYPE D
FULL SIZE
�;;_;I
LUCAS A. TURNER, FL P.E. 58201
�T
0/2014
,,��+��PNDREvv ,,
Lucas Al Tumer, P.E.
.`OQ�;.��GENgFQ,�.��
WIIVDORS
FL PE#58201
1239 Jabara Ave.
J ,
S �: No 58201 :'P :
1900 SW 44TH AVE.
North Port, FL 34288
? * *
OCALA, FLORIDA 34474
Ph. 941-380-1574
*
o ; ¢
ITLE: DESIGN PRESSURE CHART / GLAZING -NON IMPACT
9O �. STATE OF :��
SERIES:
610
RAWN BY:
ADE
ATE:
8/9/2074
.......
���
,1�10DEL;
PVC SINGLE HUNG
CALE:
:1
OWG.G. NO.:CWS-935
+
EV. LETTER
30F8
2
3
4
31 14
1 13
a
L7
1
3 8
I_a
33
e m�
�
HORIZONTAL SECTION VIEW
10
9
7
6
3
8 1
4 1
1 7
18 17
30
0
6 3
33
O EXTERNAL REINRON
7" UNIT WIDTHS AND UNDER
9
31
5
ALTERNATE FIN FRAME
1 2 3
11
LJ '
3
LUCAS A. TURNER, FL P.E. 58201
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9/10/2014
,gyp%%*Pp1D RE W e
Lucas A. Turner, P.E.
��•`Op`?.0\C ENS'-. ;P •��
p 0� FL PE #58201
VERTICAL SECTION VIEW
J • � y
�e t No 58201 : i� O
1239 Jabara Ave.
1900 SW 44TH AVE. North Port, FL 34288
_
OCALA, FLORIDA 34474 Ph 941
*
ro i ¢3
ITLE:SECTION VIEWS / ALT. FRAME - NON IMPACT
13 :, STATE OF . 4U
,.A- P, •2��
ERIES: DRAWN BY: ATE:
610 ADE 8/9/2014
°-ASS ON �- ,p,`
voOEL: PVC SINGLE HUNG TS o
OTE: ITEMS 38 41 ARE USED BUT NOT SHOWN FOR CLARITY
, it'
EVLLETTER: SHEET 4 OF 835
3
PVC FRAME HEAD_H-6124
� 4
062'
1 7/16"
PVC SIDE RAIL H-6132
5/16"
8
.050" 15116"
PVC GLAZING BEADS-6141
3/16°
D62"
91 6"
ALUM REINF. BTM RAILS-2007
3
PVC FRAME JAMB_H-6125
2 1/8°
.062"
1 7/16"
5
PVC SASH BTM RAIL_H-6136
9 .074"
Imo, 318°
5/16"
PVC SASH STOPS-6138
�15116 "
3
.062"
9/ 8"
ALUM REINF. FMR_S-2008
.062'
3
PVC FRAME SILL_H 6126
, 7/16"
.062^
17/8" 17116"
6 0.062'
PVC SASH FMR H 6137 PVC SASH TOP RAIL_H-6138
L CORNER WELD (ALL SIDES)
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
/4' �1411 1 3/16"1 1
10 0 r
.062°� �° .050"� 13/16" 9/ll l la—•062"
PVC SCREEN ADAPTORS-6143 ALUM IN ERLO S-2001 ALUM REIIINF���SSR�TS-2006
1 3/16'1 3/8'
4 2
g/062" .126" /8°
ALUM JJJREINF_.. T�O��P.RA�T-L_S-2009 ALUM REINF. EXTERNAL S-2011
LUCAS A. TURNER, FL P.E. 58201
9/10/2014
%1% OADRE W i
Lucas Al Turner, P.E.
ENSA
58201
FLPENQJD #
Z v: No 58201
ORS
1900 SW 44TH AVE.
1239 Jabara Ave.
North Port, FL 34288
*?
OCALA, FLORIDA 34474
Ph 9 1-380-1574
*
a :TITLE:
EXTRUSIONS / B.O.M: NON IMPACT
Z9:, STATE OF . &J
i 0 S °��
xN%610
'.; p'pN,��
ERIES:
RAWN BY:
ADE
ATE:
8/9/2014
MODEL:
PVC SINGLE HUNG
CACA LE:
:2
DWG. WG. NO.: CWS-935
O R 1 O
�'�4S,�NA11E �`�•
LETTER
50F8
SEALANT BETWEEN BUCK
AND OPENING BY OTHERS
2 112" MIN EDGE DIST
(SEE NOTE 1)
CONCRETEWASONRY
BY OTHERS
EXTERIOR FINISH
BY OTHERS
SEALANT BEHIND
FLANGE BY INSTA
INTERIOR FINISH
BY OTHERS
BY OTHERS
INSTALLATION ANCHOR, 3/16" DIA.
MASONRY SCREW.
(SEE NOTE 1)
—1114' MIN EMBEDMENT
(SEE NOTE 1)
1 BY BUCK
1BY OTHERS
114"MAX.SHIM
(SEE NOTE 1)
INSTALLATION ANCHOR, 3116" DIA.
MASONRY SCREW.
(SEE NOTE 1)
1' MIN.
(SEE N(
1 114"- MIN. EMBEDMENT
(SEE NOTE 1)
114" MAX. SHIM
. •� C • A I I (SEE NOTE 1)
OffA
A
DIST. 4,4
A •G�0
1BYWOOD BUCK
� \
BY OTHERS
HORIZONTAL SECTION
FRAME (MASONRY)
SEALANT BEHIND FLA
BYINSTALLER
PERIMETER SEALANT
BYINSTALLER
1 3/8" MIN. EMBEDMENT -
(SEE NOTE 1)
1/4" MAX. SHIM—y
(SEE NOTE 1)
\ SEALANT BEHIND FLANGE—
BYINSTALLER
PERIMETER SEALANT
EXTERIORFINISH BYINSTALLER
BY OTHERS
114" MAX SHIM
(SEE NOTE 1)
INTERIOR
FINISH BY
OTHERS
D° D°
1' MIN. EDGE DIST.
C ► (SEE NOTE 1)
p INSTALLATION ANCHOR,
6 ° G ► #10 WOOD SCREW W/
WASHER
° E ° (SEE NOTE 1)
2 BY WOOD BUCK
BY OTHERS
SEALANT BETWEEN BUCK
AND OPENING BY OTHERS
EXTERIOR FINISH
BY OTHERS
HORIZONTAL SECTION
6 FRAME(WOOD)
OF SEALANT
EXTERIOR FINISH
o D ° . • 'p • o D
I
BY OTHERS
• D. p D• b D. o p
SEALANT BEHIND
D.
CONTINUOUS DOUBLE 1/4" BEADS OF SEALANT • • D • [: o D ► D : ► D,
AROUND PERIMETER AT ALL INDICATED D • ' > • •
FLANGE BY
POINTS BETWEEN FRAME AND BUCK
D • D v D D D
.�• ' D. o D D D D p D D
INSTALLER
BY INSTALLER.
• • D . o ' • D, ° • • ' • • • o •
PERIMETER SEALANT
D Do oD D D• D• y D. o C> C p
• • D
NOTE: NO SILL ANCHORS
BYINSTALLER
1/4" MAX SHIM
o D • o D
REQUIRED.
(SEE NOTE 1)
EXTERIOR FINISH
. /'
CONCRETE/MASONRY
/b1ALTERNATE PRECAST SILL DETAIL
BY OTHERS
f r} • • • r'
••m
• D • •
SILL STOOL
BY OTHERS
U FRAME (MASONRY)
p•D •
BY OTHERS
LUCAS A. TURNER, FL P.E. 58201
•4�p•p• = p, ,o•�
•D p •
o= .o•D:•o
D D
USE SOLID WOOD
111111111f/I
p : D , •:O •• : O p • >. •
p • :
• D •••. p • • p
=• �p • •D
p•
SUPPORT TO MAKE
SILL LEVEL BY OTHERS
%%% ORE
.%-. PP ......
Iln/��.
• D • • • p • D O••D• •Dip• p• • �• ••
CONCRETE/MASONRY NOTE: NO SILL ANCHORS
BY OTHERS �ALVERTICAL SECTION REQUIRED.
6 FRAME(MASONRY)
VOTE 1: FOR CLARIFICATION ON ALLOWABLE ANCHOR TYPES, EMBEDMENTS,
HIM GAPS, AND SUBSTRATE RESTRICTIONS REFER TO
HE NOTES ON SHEET 2.
z�
'SNLAi riwc; 1 1/2' MIN EMBEDMENT
BY OTHERS (SEE NOTE 1)
2 BY WOOD BUCK
EXTERIOR FINISH o, BY OTHERS
BY OTHERS
INSTALLATION ANCHOR,
SEALANT BEHIND FIN 0. WASHERD SCREW WITH INTEGRATED
BYINSTALLER ° e (SEE NOTE 1)
PERIMETER SEALANT
BYINSTALLER °a iX MIN. EDGE DIST.
,p• (SEE NOTE 1)
WINDOW WRAP BYINSTALLER 114" MAX. SHIM
I�J (SEE NOTE 1) 2 BY WOOD BUCK -^I 1/4" MAX. SHIM
BY OTHERS (SEE NOTE 1)
INSTALLATION ANCHOR,
#10 WOOD SCREW Wl INTEGRATED 1/2_ MIN. EDGE DIST.
WASHER (SEE NOTE 1) (SEE NOTE 1)
O
1 1l2•
MIN. EMBEDMENT
(SEE NOTE 1)
SHEATHING
BY OTHERS o • 4• °� °4• d o
. o••�,ob� b,�o'1
EXTERIOR FINISH
BY OTHERS
SEALANT BEHIND FIN J WINDOW WRAP
BYINSTALLER BYINSTALLER
PERIMETER SEALANT
SEALANT BEHIND FIN 114" MAX. SHIM BYINSTALLER
BYINSTALLER (SEE NOTE 1)\HORIZONTAL SECTION
FIN (WOOD)
WINDOW WRAP nrim
BYINSTALLER a ° -3711_
' 112_ MIN. EDGE DIST.
• (SEE NOTE 1)
PERIMETER SEALANT
BYINSTALLER °ou 2 BY WOOD BUCK
eta. BY OTHERS LUCAS A. TURNER, FL P.E. 58201
EXTERIOR FINISH °0 1: #10 WOOD (ON SCREW W/ ANCHOR,
�,,t 11 „W "
1111,
BY OTHERS o•o ,�� P DREW Ii��
SEE NOTE 1) WASHER
G .........
i�l�,
Ste:• No 5S201 -vp
SHEATHING 1 112" MIN EMBEDMENT .�.: .�.
BY OTHERS (SEE NOTE 1)
VERTICAL SECTION
7 FIN (WOOD)
z�
MAX. SHIM
(SEE NOTE 1)
INSTALLATION ANCHOR,
1/8" ALUMINUM OR
1/8" ALUMINUM OR
#10 SCREW, FULL THREAD
1116' STEEL MIN. REQUIRED
1/16" STEEL MIN. REQUIRED
ENGAGEMENT REQUIRED.
(SEE NOTE 1)
(SEE NOTE 1)
(SEE NOTE 1)
PERIMETER SEALANT
BYINSTALLER
0
SHIM
(SEE NOT
SEALANT BEHIND FLANGE
BYINSTALLER
-
INSTALLATION ANCHOR,
#10 SCREW, FULL THREAD
ENGAGEMENT REQUIRED.
fl
(SEE NOTE 1)
o
PERIMETER SEALANT
BYINSTALLER
SEALANT BEHIND FLANGE
BYINSTALLER
H HORIZONTAL SECTION
8 -
-
CONTINUOUS DOUBLE 1/4" BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND BUCK
BYINSTALLER.
SEALANT BEHIND FLANGE
prlrlr7l
1/8" MAX. SHIM
(SEE NOTE 1)
BYINSTALLER
PERIMETER SEALANT
BYINSTALLER
�r
1/8"ALUMINUM OR
-
LUCAS A. TURNER, FL P.E. 58201
1/16" STEEL MIN. REQUIRED
������
�T
9/10/2014
(SEE NOTE 10, SHT 2)
W r n/
Lucas A. Turner, P.E.
G VERTICAL SECTION
,�++++�P1yDRE
��` Pam:•' �G E IJ S'•:�•Q �i� {rH%i
G • F '•+�LF��. WOdDOWS &DOORS
FL PE #58201
1�
No 58201 t 1900 SW 44TH AVE.
1239 Jabara Ave.
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OCALA, FLORIDA 34474
North Port, FL 34288
Ph.941-380-1574
D� Sa.=TITLE: INSTALLATION DETAILTHRUMETAL
- NON IMPACT
Z STATE OF %U� ERIES: RAWN BV:
. 0.'4, 610 AIDE 8/9/2014
OTE 1: FOR CLAR FICATION ON ALLOWABLE ANCHOR TYPES, EMBEDMENTS,
�iiS • •(?,�MODEL: PVC SINGLE HUNG CALE:
G. NO.: CWS-935
[HEET:
HIM GAPS, AND TE RESTRICTIONS REFER TO'�1,-EV.
LETTER:
HE NOTES ON SHEET 2
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