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FL# FL5823-R8
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.i -
f
Authorized Signature Kevin"Pine
keine@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
am ver a@cws.cc
,t
Category Windows �� v
Subcategory Single Hun '
Compliance Methodvaivation 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.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
d Validation Checklist-Hardcopy Received
Certificate of Independence FL5823 R8 COI EvalReport155D.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-OS 2005
ASTM E1886-02 2002
ASTM E1886-05 2005
ASTM E1996-02 2002
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
hqs://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDavMdFC7.R4iH 6/19/9MIR
SINGLE HUNG - LARGE MISSILE IMPACT GENERALNOTES
SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN 18 DESIGNED AND MANUFACTURED yyINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1800 SW 44TH AVE.
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND OCA"FLORIDA 34474
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED WWW CWS.CC
IN ASTM E 1996 PER THE FBC.
54 318" 2.GLAZING OPTIONS:(SEE SHEET 2)
OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:"OIX".
531!8"
MAX UNRWIDTH OVERALL FLANGE WIDTH SINGLE HUNG
4.DESIGN PRESSURE RATING: IMPACT
4815116• -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS DLO 36 GLASS TABLES ASTM E-1300-04001/09.
MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER -r
3113/16" INFILTRATION TEST PRESSURE AND GLASS TABLES a Q w O W z Q p
77 !4• I I GLASS DLO ASTM E-1300-04001109. w_3 o
w z_Oz m_Z�
U-yO �m
O ERALL I I A 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED ¢ Z _
F NGE -- - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR O O O¢F
IGHT DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD U v U 0 -�-y0
O I 33 15116" _I_ ANCHOR CALCULATIONS. p z-20 z p-:3(0
831/4" Z OU [� U-
76" I I
DLO
OVERALL 1 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP } Q O 2 O 0 LLO Z
MAX. I I HEIGHT LOCKS ARE ZZ OPERATION INTENDED
MUST TO BE LEFT UNLATCHED DURING BE ENGAGED PRIOR O EXPOSURE TO AL ¢F O j OZE6
UNIT HEIGHT I 62• S I ® B]I I DOSS HURRICANE WINDS AND FLYING DEBRIS, w �U w U O w o
CD
UN T I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT
Q. w O Q.=
B HEIGHT I I USED AT FIXED MEETING RAIL AND JAMB, a 'a0
I
337 5116• 1 I C e.SERIES/MODEL DESIGNATION SH 6100. ,` �'
♦� i
SASH 6 GLA _' 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: �%>'g Pp10RE4y TG���i
HEIGHT I x I D DLO MAX X=OPERABLE SASH,0=FIXED SASH V4
SASH
6 HEIGHT '` GLASS No 59201 •'�P
i 1 I I DLO 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR
Ci I 1 I I LOCATION. * -
lf I
11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. :9= STATE OF :'lug
O' 1!/0
C A A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". r,�� S
6 'loop di
GLAX3S D O GLASS OLO-""
49 11/16• LucasTurne
MAX.SASH WIDTH SASH WIDTH r xz
2017-09-22 9/2212017
11:38-04:00 LUCAS A.TURNER,P.E.
_ FL PE#58201.
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET D S RI ION:
DESIGN PRESSURE GENERAL NOTES AND
LOCATION . UNIT SIZE RATING IMPACT RATING � ELEVATIONS
TABLE OF CONTENTS
GENERAL NOTES&ELEVATIONS NON- 53-1/8"x 76" +/-65 PSF DRAWDA
ADE 06/10108
GLAZING DETAILS...............................2 +/-67.5 PSF
DWGfk. R V.:
SECTION VIEWS&ALT.FRAME........3 LARGE MISSILE IMPACT CWS-155 D
EXTRUSIONS&B.O.M........................A NON- +65/-75 PSF
ANCHOR SCHEDULE&NOTES..........5 36"x 62�� SCALE: SHEET
INSTALLATION DETAILS.....................6 r +67.5/-75 PSF 1:1 1 OF6
15'MAX O.C. P.)
6"MAX . MAX(TYPJ FT
8"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
0CALA,FLORIDA 34474
4 (TYP.) WW.CWS.CC
8"MAX. .; P.) 4•MAXMAK(TYP.) �•--�{-8"MAX.O.C.(TYP.)
ANCHOR AT MIDSPAN(IYP.) 4"MAX'(TYP)
6'MAX(TYP.) 8100 PVC
1 I i I 8'MAX(TYP) -- --
I 6" I SINGLE HUNG
p MAX C. p IMPACT
4" O.C. I (TVP.)
P.) 1013116' 0 I MAX O.C. I 0 I OWO y Z p U
I I r I MAX.O.C. (N ') Z W o Z z Q W
-Y MTD L I (TYP.) O Z N 0 3 0]
77 -LMTaRAIL O O�Oa� OFA
ILu
T
4 (TYPJ I X I I X i 4"(TYP.)J I X ` 1 I X Q o z v w ZO o oLL.z
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o
z
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Now=�ca
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) a D Wa
SIZES OVER 36"x 62" SIZES OVER 36"x 62" SIZES 36"x 62"AND UNDER SIZES36"x 62"AND UNDER
,�"q►rurnpr
p
� 1181&Tff&
,�.GQ�.�6EtYSF•.;P��I..
.J�t- No 58201 '
9i. STATE OF •:�r+lti
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,SILL ANCHOR SPACING SAME AS HEAD.
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 III W 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.
FL #58201
BE PROTECTED TO PREVENT REACTION. 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
PH.941.380-1574
SPECIFIED IN TABLE 1,SHEET 6.
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. sH SCRIP ID
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:W FOR MASONRY,1"FOR WOOD AND METAL. DRA N BY; DATE:
ADE 06/10/08
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. DWG —RFT—
SUBSTRATES
E.:SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS.155 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: SHEET
FMA/AAMA 1DO(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 25O(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:25 5 OF S
7!e° RALL INSULATED GLASS 7 VERALL INSULATED GLASS
1/8•ANNEALED 1/B'ANNEA WINDOW SPiS
190D SW 44TH AVE.
7/16'AIRSPACE 7/1W AIRSPACE OCALA,FLORIDA 34474
WWW.CVIIS.CC
5116'LAMINATED GLASS 5116•LAMINATED GLASS
1/8"ANNEALED 1/8"ANNEALED - 8100 PVG
,090"PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT SINGLE HUNG
1/8"ANNEALED 1/8"ANNEALED IMPACT _
OUANEX DURASEAL QUANEX DURASEAL
IG SPACER IG SPACER
16 PURFECT GLAZE'M'OR SIKAFLEX 552 18 PURFECT GLAZE"H•OR SIKAFLEX 552 Q Z Q Z
�
LU_5 ¢ OLO�
1 1/2'GLASS BITE 112"GLASS BITE <W Z}Z O m 3 m
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GLASS TLITE
Y A SASH LITE ,,,,,,y�µG ENw•rGp,,','
6P••�? SC •,3 4i
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS No 58201 :�i1
1/8"TEMPERED 1/8"TEMPERED
i9 ' STATE OF ,k/�
6"AIRSPACE 7/16"AIRSPACE �O'• ,c ���
c�•.
5116"LAMINATED GLASS 5/16"LAMINATED GLASS
�ip;ONA;
1/8°ANNEALED 1/8°ANNEALED poll
.09D"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT
1/8"ANNEALED 1/8"ANNEALED
OUANEX OURASEAL OUANEX DURASEAL _
IG SPACER IG SPACER
18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 9/22/2017
LUCASFL PE#58201 P.E.
1 1/2"GLASS BITE 1/2"GLASS BITE 1239 JABARA AVE.
• 3e 36 NORTH PORT,FL 34288
PH.941-380-1574
SHEE DESCRIPTION:
4 GLAZING DETAILS
DRAWN BY: DATE:
ADE 06/10/08
DWOIR ..
GLASS TYPE B SETTING BLOCKS PER FBC 2411,3.3.1 CWS-155 D
GLASS TYPE B SASH LITE sD SHEET
FIXED LITE 1:1 2 OF 6