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Product Approval Menu>Product or Application Search>Application List>Application Detail
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FL# FL17647
Application Type New
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
O 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.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
O Validation Checklist-Hardcopy Received
i
Certificate of Independence FL17647 RO COI EvalReo CWS-882A(SH-8100.ORIEL,IMP).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
TA 201/202/203 1994
Equivalence of Product Standards
Certified By
i
SINGLE HUNG ORIEL - LARGE MISSILE IMPACT GENERAL NOTES:1.THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW
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
531/8"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2)
51 7/8°MAX.UNIT WIDTH 3.CON FIGU RATIONS:'O/X'.
SINGLE
PVC
E HUNG
4711/16'GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER in
INFILTRATION TEST PRESSURE AND GLASS TABLES Lu
ASTM E-1300-04. o
I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
73 114" IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w m
MAX, I DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD
OVERALL ANCHOR CALCULATIONS.FLANGE Z
HEIGHT B O I B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE W O
I I I • NOT REQUIRED. N Lo
GLASS
Z W
DLO 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O OC
72• B USED AT FIXED MEETING RAIL AND JAMB. o ~a
EE
UNNIT 6 8.SERIES/MODEL DESIGNATION SH-8100. o �
HEIGHT I I C o W
I I I 6 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: o
X=OPERABLE SASH,0-FIXED SASH z
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION. ,� DREW
I I 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. .`Gp`; .GENg�GQy,��
30 3/16" X 26 7/8' v No 58201
MAX. ,` GLASS
SASH DLO '
Lucas ucas A. :9: STATE OF
I I Turner %p: 4�.
I I I 2015-04-13 iP'",4 O R I0 A GN=.`��
10:22-04:00 SSfONA;
6 4/11/2015
45 1/16" LUCAS A.TURNER,P.E.
GLASS DLO
FL PE#58201
48 3/8"
MAX.SASH WIDTH - - ` -- 1239 JABARA AVE.
--— NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS DESIGN PRESSURE ADE 01/16/14
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG#: RE
SECTION VIEWS.................................3 RATING
EXTRUSIONS&B.O.M........................4 CWS-882 A
ANCHOR SCHEDULE&NOTES 51-7/8"x 72" +/-70 PSF LARGE MISSILE IMPACT SCALE: SHEET
INSTALLATION DETAILS....................6 1:15 1 OF 6
- ------------- --- ---------------- - - - --
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
o Lij
718"OVERALL 7/8"OVERALL
1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED }
W m
7/16"AIRSPACE 7/16°AIRSPACE U)
5/16"LAMINATED 5/16"LAMINATED LL O
a fA
1/8"ANNEALED 1/8"ANNEALED
1/16°DUPONT PVB INTERLAYER .090"DUPONT PVB INTERLAYER a O
1/8"ANNEALED 1/8"ANNEALED U
LJ
SIKAFLEX 552 OR
4 PURFECT GLAZE"H" SIKAFLEX 552 OR "
4 PURFECT GLAZE"H" a Z
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4B 48 +4Q%JGP:V
5 3 Z v. No 58201 :71%
'9 STATE OF ,w
SASH LITE
FIXED LITE
4/11/2015
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:
ADE 01/16/14
DWG#: REV.:
CWS-882 A
SCALE: SHEET
1:1 20F6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
45 IR3 53 1 38 13 3 3 4 45
8100 PVC
0 0 0 SINGLE HUNG
�o e IMPACT
a
a o O
14 3 Y.
3 14 54 14 65 66 63 19 4 W m
SECTION B-B C/)
o Z
5a NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, LL O
RIGHT SIDE SHOWS SASH SECTION VIEW. v
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18 6
LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 _ ___- - - - ---- — --- --1239JABARAAVE. - --
30 - _- ---- -_ NORTH PORT,FL 34288
�o
PH.941-380-1574
SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
AIDE 01/16/14
DWG#: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-882 A
20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET
1:2 30F6
-- - -- - - ANCHOR AT MIDSPAN
6'MAX.(TYP.) V� (YlY[w((C..44414WWU//
WINDOW SYSTEMS
6°MAX-(TYP.) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
—— WWW.CWS.CC
I I SEE NOTE 2
8100 PVC
15" SINGLE HUNG
(T(TYP.) li IMPACT
L I O I INSTALLATION
I I ANCHOR(TYP.)
o ~
Q
0 0
Y
4'(TYP.) I I W m
4"(TYP.) I
o Z
y/��
4"(TYP.) -- I -- `MTO RAIL m
V (n
N Z w
101/2" I I w 0
MAX.O.C. a
(TYP.) I I o
Q W
� O
Q Z
I �ilJ� I
4"(TYP.) -- -- -- � [\O,ENS G'Qti�i�
4"(TYP.) NO ANCHORS REQUIRED IN SILL J'
No 56201 °:11
ANCHOR LAYOUT-(FLANGE)
TES: Z9; STATE OF :4C'
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. i����`s• O R;0
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, '12Ysr—
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#58201 PERIMET
-- 1239 JABARA AVE.- BY INSTAL
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 INSIDE AN
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 FLANGE RE
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: UP TO AND
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. DwO ADE 01/16/14 MIN. E i
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. a: REV.: INSIDE
CWS-882 A -PRODU
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scA E: SHEET SHOWN
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAMDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
File COPY:
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BCIS Home i Login User Registration I Hot Topic i Submit Surcharge 1 Stats&Facts ; Publications FBC Staff BCIS Site Map Lints Search
Or *
Product Approval
USER:Public User
Product Approval Menu>Product or ADplication Search>Application List>Application Detail
ttiap �t FL# -FL13010-R4
Application-Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer i 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
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows ,
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
0 Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005!
ASTM E1996-05 2005
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
4
AL NOTES
PICTURE WINDOW- LARGE MISSILE IMPACT 1.THE PRODUCT: 4Yl AI/�
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYST695
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 19W SW 44TH AVE.
37IM IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA FLORIDA 34474
MAX OVERALL IN ASTM E 1996 PER THE FBC. wWw.CWS.CC
FLANGE WIDTH
• 2.GLAZING OPTIONS:(SEE SHEET 3) 8150 PVC
MAX UNIT WIDTH
3113nC 3 NOTLIMRmTO THOSESHOCWNONSHEET2PES WCLUDE,BUT ARE PICTURE WINDOW
GLASS DLO IMPACT
4.DESIGN PRESSURE RATING:
---I A -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
.1 GLASS TABLES ASTM E-1300-04. n�
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER m;="a w
-ti INFILTRATION TEST PRESSURE AND GLASS TABLES ::Q N
I I ASTM E-1300-04. S O
I I I 5.ANCHORAGE:THE 331fJ%STRESS INCREASE HAS NOT BEEN USED w 0
73;14IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w H¢m
MAX• B I I B DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD rn
OVERALL i I i ANCHOR CALCULATIONS. 0
FLANGE
HEIGHT I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT = =
I 731/4'MAX OVERALL FLANGE WIDTH REQUIRED. Z W
72'
O I I 7T MAX UNIT WIDTH n w i°¢
IF- 7.ALL FRAMES ARE FULLY WELDED. L
UMAXNITI I I W 13L16'GLASS DLO o��u¢
HEIGHT I I I , B.SERIES/MODEL DESIGNATION PW-81S0. wa¢o ao w
I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a
6713/1 I I I 0-FDIED SASH. U m¢GLA
DLo� I I B
6 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
I C 771/4- I I LOCATION. ;�p``Pp10REFy T i�
L_4LI I I 6 MAX .py;�GENS•GR•
D OVERALL I I ,.G 1. F•.Z'.
FLANGE -� N. 56201 •�P 2
J 6 HEIGHT
Lucas ATumor
A A 2015-11-19
I O I 14:58-05:00 -9=• STATE OF ?W:
MAX ii
I I ,,,ON
,N7113116'
`
I I
Goss I I 11/19/2015
DLO I I LUCASA TURNER,P.E.
J
! FLPE#58201
1239 JABARA AVE.
I NORTH PORT,FL34288
----------------- PH.941-38D•1574
SHEETDESC11—M
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS LOCATION MAX.UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING
DRAWN BY. (UTE
GENERAL NOTES&ELEVATIONS_.._1 AAJ 11/25/11
ARCHITECTURAL SHAPES_..._...........2 ALL .36"X 72" +/-75 PSF
SECTION VIEWS&GLAZING_.._._.._3
EXTRUSIONS&B.O.M..._...._._._......_4 NON-HVHZ +/-65 PSF LARGE MISSILE IMPACT CWS-433 G
ANCHOR SCHEDULE&NOTES._....._5 72"X 76" E SHEET
INSTALLAnON DETAILS..__._._..._6 HVHZ +/-67.5 PSF 1:20 1 OF 6
I _ �
4
WINDOW SYST—ena iL��
1HID0 SW 44TH AVE.
OCALA.FLORIDA 34474
W W W.CWS.CC
8150 PVC
PICTURE WINDOW
0
IMPACT
FULL ELLIPSE(OVAL) m
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No 58201 -P
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fu
NO
TES:S: A
' 1.SEE SHEEP 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. ,��FS• O R 1 Q�'G�=�`
2-THRU FRAME-MASONRY.WOOD OR METAL OPENING
THRU FIN-WOOD OPENING y�.y
3.OVERALL SIZE MUST NOT EXCEED THE MAIL WIDTH AND HEIGHT OF /1 6
1/1912015
RECTANGULAR WINDOW ON SHEET 1. 1
4.ANCHOR SPACING FOR ARCHHTECTw1L FLANGE AND RN WINDOWS LUCAS A.TURNER,P.E.
MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5.WITH ANCHOR J FL PE#58201
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380.1574
sREEr oFscR�TwN:
ARCHITECTURAL
114 CIRCLE TRIANGLE SHAPES
DRAWN TY. JDATF:
AAJ 11/25/11
OWO/: REV.:
CWS-'m C
srxe SHEET
1:1 20F6
I
I
GLASS TYPE DP MAX SIZE INTFAIOR A +/-75 36 x 72 (W. UtS6LWSYT15sWm
1900 SW 44TH AVE.
B 72 x 76 OCA1A FLORIDA 34474
W W W.CWS.CC
7 1 t 7
10 8150 PVC
PICTURE WINDOW
8 8 IMPACT
_g
7 5 a 11 it 6
�W O
SECTION VIEW B-8 m
U U Z
3 T T O
m
7/8'OVERALL 71W OVERALL i O Q
B
3176'ANNEALED or TEMPERED '.V16'TEMPERED x
11CC
114.AIRSPACE 114'AIR SPACE U a <U
10 1
711V LAMINATED 7/16'LAMINATED a u W
3116'ANNEALED 3/16'HEAT STRENGTHENED. U m G Z
S KURARAY PVB INTERLAYER ON KURARAY SENTRYGLAS INTERLAYER 111111 1 1 1 7fNN�N�
3116'ANNEALED 3116'HEAT STRENGTHENED
INTERIOR `:Gp?.�10ENgF.;'P2
No S8201
0 1
10,PURFECT GLAZE-H'OR smAFLEx 552 10 R1iifECT GLAZE'H'OR SIKAFLEx SS2
�9=, STATE OF �NVw
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FL PE#58201
1239 JABARA AVE.
RTH
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PH.94P 380.1574288
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SECTION VIEW A-A
ALTERNATE FIN FRAME SECTION VIEWS AND
O GLAZING DETAIL
WN BM. OATS
AAJ 11/25/11
GLASS TYPE A GLASS TYPE B DWG.: BEV,
1:1 1:1 CWS-433 C
SCAM' SHEET
1:2 3OF6
.1
PARTS LIST FRAME CORNER CONSTRUCTION
ITEM PART DESCRIPTION VENDOR MATERIAL
1 H-6025 SASH STOP MICRON PVC A---.
WINDOW STmmis
2 H-6048 FIN FRAME MICRON PVC 19M SW 44TH AVE.
3 H-6049 FLANGE FRAME HEAD MIKRON PVC OCALA.FLORIDA 34474
4 H-6049 FLANGE FRAME SILL MIKRON PVC WWW.CWS.CC
5 H-6049 FLANGE FRAME LEFT JAMB MIKRON PVC
6 H-6049 FLANGE FRAME RIGHT JAMB MICRON PVC
SIDES) 8150 PVC
7 P�113 SCREW SUPPORT FOR PVC SCALEI8 PICTURE WINDOW
8 P-3352 SETTING BLOCK 95 DUROMETER 1/8'x 5V x 2'LG. AMESBURY FOAM
10 P-a648 SIKAFLE%552ORHENKELPURFECT GLAZE'H' SICA/HENKEL IMPACT
11 5�064 GLAZING BEAD(718-O.A.I.G.) I FRANK LOW E I RUBBER
12 1 GLASS ISEE SHEET3 CARDINAL I GLASS m
m Q F
LINE ITEMS NOT USED: S o
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PVC FRAME,FLANGE-H-6049 PVC FRAME,FIN-H-6038 PVC GLAZING BEAD-S-6064 PVC FILLER,SASH STOP-13-6025 vs ¢F
Oi STATE OF •:�A+?
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I 11l192015
- LUCAS A.TURNER,P.E.
SCREW SUPPORT-P-3113 I FL PE a 58201
1239 JA13ARA AVE.
NORTH PORT,FL 34298
PH.941-380-1574
SHEETDESCAPT1oN:
BOM AND EXTRUSIONS
DAAw s. DATE:
AAJ 1125111
.—.: 6Ev.:
CWS-433 C
srALe SHEET
1:1 40F6
I
t
Comm
6'MAX(TYPJ 7314'MAX O.G(TYP.)
IIIII EIIIII NOTE 2IZ'TMAX O.C,
AXO.a r
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19 00 S W 44TH AVE..
6-MAX(iYP.) 6 MAX( P.) NOTE 2 4•MAX Nyp,) 34 47 4
-MAX ITYP.)- SEE NOTE 2 WWWCWS.Oc
8150 PVC
INSTALLATION PICTUREWND-
O¢W
ANCHOR(TYR) IMPACT
INSTALLATIONp O.C. ANCHOR(TYPJ(ryp.) M2XO.C.
(�-) IrMA O.C.
(TYP.)
$ O
O I I O I I O I INSTALLATION Y Iy W ..
I I I I I I ANIaroR ITYP4 w H a In
I I I I I I UU z
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I I I I I I ^o0a
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ANCHOR UIYOUT-(FLANGE) ANCHORLAVOUT-(FLANGE) ANCHOR LAYOUT-(FIN) U m¢Z
DPN-65 PSF o1W�!-67.5 PSF DPN-75 PSF ALL SAS AND UPS � `�TNDRE(y,
0 P TG
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N. 58201 '�-P
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NqTES: O:•./STATE OF :�fD`
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES.SILL ANCHOR SPACING SAME AS HEAD.
NA�E�``�
2.SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAIL ALLOWABLE SHIM STACK TO BE 114•.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. y.Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEETS. 11/19/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT W RH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. 11 FL PE#58201
1239 JARARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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.941-38D-1574
6,ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. �+�T D65a6PrgN:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE �I NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9116'FOR MASONRY,1'FOR WOOD AND METAL D—Npv: aATe
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. AN 11/25111
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN ON TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG 4'I REV"
CWS-433 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: Sv�LE:
FMA/AAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS),FMANVOMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET 1:1 SHEE
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TYPICAL HEAD ANCHORAGE A .EMBED ENT SUBSTRATE BY OTHERS
SEE TABLE I SEE TABLE 7 WINDOW
MEE EDGEDST. SUBSTRATE
MIN.EDGE IJNST. 1/4'X
SHIMSEE
1 BY OTHERS 1900 SW LOTH AVE.
BUSSTRATE BY OTHERS SEE TABLE 1 � 114'MAX SHIM SEE TABLE 7 OCALA FLORIDA 34474
SEE TABLE 1 W WW.CWS.CC
EDGE DUST. /
i TABLE 1
PERIMETER SEALANT / 8150 PVC
INSIDE AND OUTSIDE METABLE I/ENT INSTALLATION ANC
BYINSTALUER SEE TABLET SEE TABLE I WIN.EMBEDMENT PICTUREWINDOW
/ SEE TABLE 1 IMPACT
FLANGE
TBENST J
FLANGE BY INSTALLER i/O'MAX SHIM PERIMETER SEALANT
INSIDE ANSI OUTSIDE SEALANT BYINSTALLER p
OUTSIDE INSTALLATION ANCHOR
R SEE TABLE 1oHIND SEALANT BEHIND w H¢m
RANGE BY INSTALLER FIN BY INSTALLER 7J
/'C NOR030WAL SECTION u O
B HORTLONTAL SECTION 6 TYPICAL FIN ANCHORAGE o N
HEAD AND SILLSNVILAR FOR RN INSTALLATION
INSTALLATION ANCHOR 6 TYPICAL JAMB ANCHOMGE m¢¢O w
SEE TABLE 1 ^ a ¢
SEALANT UNDER SCREW w w K
HEAD BY INSTALLER a o o VI
I S a w
>>o
1/4'MAX SHIM U m O
AN SEALT BEHIND 1' ¢Z
FLANGE BY INSTALLER O
p"0LO9
.W"T
PERIMETER SEALANT pR' GENFGR,y'����
M01 EN.®EDN7ENIT INSIDEANDOUTSIDE _P. S
PERIMETER SEALANT / SEE TABLE 1 ! {A _
INSIDE AND OUTSIDE BY INSTALLER �'I No 58201
BY INSTALLER '
SUBSTRATE BY OTHERS �ro: STATE ;¢
SEE TABLE MN.EDGE DST, =oL , OF
SEE TABLET ��4��OY•••<O R I O P \?per•
q vERTCAL SECTION ".S/ONA%.
Y��hunna7l�
B TYPICAL SILLANCNORAGE E
11/192015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,RE
FFLANGE
SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. I�A.TURNER,
CONCRETE(P 0 KSI MIL) 3116•RW TAPCON 1-112" 1-1/S• 1239 JABARA AVE-
HOLLOW OR GROIJf-FB.LED CMU(117 PCF API.) 3116'RW TAPCON 1' 7 �l HORIZONTµ g�ON NORTH PORT,FL 34288
CONCRETE(2LL5KSIMPL) 311EELCOULTRACON 1' 11 6 BOXFRAMEINSTALLATION PET.941-380-1574
GROLR-FLLED CMU(ASTM C-90) .3116'ELOO ULTRACON 1-3/4• 2-1/2• HEAD AD SILL SIMILAR FOR BOX INSTALLATION2X MIN.SOUTHERN PINE(G=0.55) 3116'my TAPCON 1-w 7/8• INSTALLATION DETAILS
OR ELCO ULTRACON2X MN.SOUTHERN PINE(G-0.55) 410 WOOD SCREW 1}7/8• 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DIMWN BY. M E
16 GAUGE(0.060-)MIN.STEEL STUD #10-I6 HILTI KWY(-FLEXOR R 'W FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: AA'J 11/25/11
FLANGE (33 KSI YIELD MN) TEKS SELF-DRILLING SCREW THRU 0.06(r 7/16 .MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 6— .1 �v_
1/8•ALUM.(6063.75 MIL)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUTSIDE,FULL PERIMETER,BY INSTALLER. CWS-433 C
FLANGE 1Ar STEEL(M KSI MIL) DRILLING SCREW THRU 0.125 7l16• -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHEET
FIN2XMIN.SOUTHERN PINE(Gm0.55) 08 WOOD SCREW 1-1/2• 7/16• SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 6
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