HomeMy WebLinkAboutProduct Approval Florida Window and Door Co.
7108 Fairway Drive,Suite 120 Tel.(S61)848-4900
Palm Beach Gardens,FL 33418 floridawindowanddoor.com
Property Information Building Information
Owner: Julie Archer Wind Zone: 160 MPH.
Address: 7703 Winter Garden Pkwy Exposure Category: C
Fort Pierce,FL 34951 Minimum Building Dimension: 25 ft.
Mean Roof Height: 12 ft.
Risk Category,: Il
Design Pressure Calculations
Openmg LocationJ Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
0 End 0 0 7 0.0 0.0
1 End 106 62 7 30.2 -38.2
2 End 53 50 7 32.2 -42.2
3 End 37 50 7 32.9 -43.7
4 End 37 50 7 32.9 -43.7
5 End 74 50 7 31.4 -40.7
6 End 53 38 7 32.7 -43.4
7 End 37 53 7 32.8 -43.5
8 End 26 26 7 33.5 -44.8
9 End 72 36 7 32.2 -42.3
10 End 72 36 7 32.2 -42.3
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code.
Page 1 of 1
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Product Anorovai Menu>ProduM or AooYcytbn Batch>AooGca[bmUst>Application'Datag
FL# FL18814-R1
Application Type. Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by'DBPR,shall be reviewed and ratified
by the POC and/orthe Commisslon1f necessary.
Comments
Archived
Product Manufacturer Custom Window Systems,Inc.
Address/Phone/Email 1900 SW 44h,Avenue
Ocala,FL 34474
(352)368-6922 Ext 245
,kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative .Iay Lathrop
Address/Phone/Small 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext,291-
jlathrop@cws.cc
Quality AssuranceRepresentative Arturo Monteverde
Address/PhonejEmail 1,900 SW 441:11,Ave°
Ocala,FL 34474
(352)368-6922 Ext,221
amonteverde@ews.cc
Category Windows
Subcategory .Horizontal.Slider
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
= Validation Checklist-HardCopyr Received
Referenced Standard and Year.(bf Standard). Standard year
AAMA/WDMArCSA%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
I
1 of 2 1/3/2018,2:33 PM
Florida Building,Code Online https:/Iwww.floridabuilding.org/prlp.r_app_Atl-.aspx?pa.ram=wGEVX..-
Product Approval'Method Method I Option A
Date Submitted 09129/2017
Date Validated 10/02/2017
Date Pending PSC Approval
Date Approved 10/05/2017
Summar y of Products
FL# Model,Number or Narrel Description
.15814.1 HS-3200(was 7700)Aluminum Horizontal Slider,Impact.
'Limits of Use -Certification-Agency Certificate
Approved for use In,HVHZ:Yes FL 51414 R3 Ci-CAC CAR 138-1032,12df
Approvedsbir use outside HVHZ:Yes FL15814 R3_C CAC. -CAR 138-1033.pd
Impaa-ROSIS,talrit.Yes FL15814 'g3 g CAC CAK138-1037,odf
Ddsigiri Presiurit.NIA EUS814L R3 -C CAC_�CAR-1313-10-44,od
Other:Large;Missile ltripact,.4ee, -Installation drawings for kc-cm,'13e-soa,od
DP and sizes.Glass complies with ASTM E1300-04. F
LI 01-4 R3 C CAC CAR'138.;509.od
1 ance-ContractExpiration Date
26,2019,
ns a a, on, nstiructions
FL1,5814- R3_11 CWS-774C.pOf
Verifled By: Lucas A.TUrner 58201
-Created"by Independent Third Party;Yes
Evi3hiation Reports
FLO .14 R3.AE EvilReporl:774C,r)d
Created by Independent Third Party:Yes
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-contact Us:: Road,Tallaho4gee EL,32199 EhmjpL=z4AZtVj2A
The State or Florida Isan AA/ElEd.empl6yor.r Ay�t,?gq7 z01a datp of Florida,:: Refund Statement
Under Florida law,entalladdresses are,pubUc records.Ifyou do not want your e-malladdress released In response to a public-records request,do not send
electninl;�rnauto this entity.instead,contact the office:by,phoneorbyLtradftnalmal,Vyou have any q4esuons,,please contact 850.487.1345.-pursuant to
section 455.275(i'),:FlorldaLStatUteS,.effective;October 1,2022,Llcensees kensed under Chatter 455;F.S.inustiprovide t4kialiartaient,with in ernall address If
they,haveonve.,-The-'em6is�providid,miy btusedfor oftafm
communication with the Ucensee.-However ernalladdresses.are-pu bk record.,V "
you do h to
supply 0:personal a ddress,'please'pmvlde i Hebepa rtment with an�i.malleddress which can be made available to the public.to dete'rmlne,if you are a licensee tinder
Chapter'455.F.S.please click hetes.
Product.Approval,Acoepts..
CreditCard.
.............
2 oft t/3/2018,2:33 PM
1239 Jabara Ave.
URNN ER North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
TCONSULTI-NG, INC F9PE C.O.A.#29779
Evaluation Report 774C
August 29,2017
Product Description: Series 3200(formerly 7700)Aluminum Horizontal Slider Window, LM Impact,
max. un t x 64"DP50 XOX 1144/2-1/4
unit of 74"x 64' DP60 XO or OX,and I I
Manufacturer- Custom Window Systems,Inc. 1'900 SW 4e Ave,Ocala,FL 34474
Statement of Compliance: This report,evaluates.the.above-listed product per,the,requirements of FAC
Product Approval Rule Chapter OG207305(4). -This odpaco, I.i' with the requirements of 6th
pr es
Edition(2017)Florida Bu ilding.Co de including the High Velocity Hurricane Zone. The product testing
standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A.Turner,PXat11239 Jabata-Ave.,,North Port,,FL
2) Approval drawing_CWS-774C,,.sigTied arid sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3 817-1,1A,-2,and m2A, and.N C T L-2*10-4006-06$-6A$ -07i and-7A,
from National Certified Testing Labo ratori.es,,,Orlando,FL signed and sealed by Gerard J.
Ferrara,P.E., and test reports CWS-004-02-05.and CWS-605'--02703 from?Rl Construction
Materials Technologies,Tampa,FL signed'and-sealed;by,Zachary Priest,with testing,-
performed:
TAS 201/202/203 94,AAMXAVbMA/CSA 1011I.S.2/A440,080 ASTM 1, 1886-02/04/05,and
ASTM E 1996-02/04/06!09
4) Supplemental CaIcs.to'suppott CWS-774C,signed ed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed,according to approval document CWS-774C.
Limitations of Use: This product:
• May be used up,to sizes-indicated in,CWS-7740,with glass types,design pressures,and max,
glass daylight.sizes as show. win-CWS474C
• Is Large Missile ImpactResistant and does not require the use ofshutters
• May be used in the High Velocity Hurricane Zone
• I.G.glass with.annealed outboard'lite may not be'usied above 3.0 R from grade in HV14Z
Requires Kuraray'(Dupont)PV131,Interlayer,perMiami-Dade-N.O.A. 16-1117.021
• Requires 6.063-T6 aluminum extrusions per:C-NV8-774C'
I have evaluated the material inthis,NOA.and,find that it complies with the requirements of 6th
Ed,(2017)Florida-Building Codtfor:use in this,-product.
Certification of Independence: I do not have,nor_doI intend-td.apquire,nor will I acquire,aflinancial
interest in Custom Window Systems or in,any company manufacturin&or distributing products for which
this report is-being issued. I do not ha.venor do'l,intend to acqui I re,nQr'wiJI I acquire, a financial interest
in any other entity involved in the testing or approval process of this','pr6duct.
NO
CS 14 it
Lucas
o
Turner %
2017-04-3O
8/29/2017
16:04+90-00 Z s7A, OF
It.. Lucas A. Turner-, P.E.
FL PE#58201
HORIZONTAL SLIDER - IMPACT GENERAL NOTES: (!4l1il1(ylt//
1.THE PRODUCT SHOWN,HEREIN IS DESIGNED AND WINDOW SYST04S'
MANUFACTURED TO COMPLY:WITH THE FLORIDA 1900 SW 44TH AVE
BUILDNG CODE(FBC)CURRENT EDITION INCLUDING THE OCALA FLOfvDA 34474
751,14"FLANGE WIDTH 86 112'FLANGE WIDTH HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED VWvvVCVVS•CC
FOR WIND.20NE 4 M18SILE_LML D IMPACT USE AS
- 74"UNIT WIDTH 85114•UNIT WIDTH DEFINED IN ASTM E1996 PERTHE FBC:
371316"SASH WIDTH A 28 1116•SASH WIDTH D 2.GLAZING DETAILS:(SEE SHEET 2) 3200 ALUM.
1__— _ _----- HORZ SLIDER
3.CONFIGURATIONS:"0)C,'XO",'XO)C
331116" 331116" 235/46• zs 1rz �, IMPACT
651/4" _ 65114" GLASS GLASS 1 4 DESIGN PRESSURES:
FLANGE- DLO DLO
HEIGHT HEIGHT -- -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE z ¢Z 3
FLANGE __ _ _
AND GLASS TABLES,ASTM E-1300-04e01/D9 p w•O w p,a
POSIT VE'DESIGN LOADS BASED ON TESTED PRESSURE, w Z 13 ¢ w
_GLASS DLO GLASS
58.7!8" .B E GLASS WATER INFILTRATIONTESTPRESSURE,ANOGLASS Z.O?
B' 57-1116" . i a` >0�3m.
DLO DCO UNIT 1 TABLES ASTM E 1300 04e01/09.
6.4" 58 7/8" E z x 2 M,,,o o
DLO' DLO 5.ANCHORAGE THE 33,1fd%STRESS INCREASE HAS NOT v w v as F W d
HUNIT E GHT GLASS GLASS 1 64" GLASS rn z
SHEET 7 FOR INSTALLATION DETAIL.WIND LOAD z r z LL zo 0 0
HEIGHT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE Z Z F-
X I O 60 9146" X X 60 9116" DURATION FACTOR Cd 1-d WAS USED FOR WOOD sASHSASH (a
4 3 m =O
1
HEIGHT LL
C� CT RESISTANCE L'a jr g 0 0 F w
6• CUTTERHOR SARENOVEDFO REQUIRED. w ,o
A. - D 3W�
ox"OX 7n-1fd-113 7.ALL FRAMES AND VENTS ARE SCREWED TOGETHER. a �•, a
SMALLJOINT SEALANT USED.ATA6LFRAME JOINTS: t�pt tnnry..,
FLANGE WIDTH REW
55314"FLANGE WIDTH
112^UNII`WIDTH
54 lir WIDTH 8.SERIES/MODELDE$1GNATION.HS3200(A.KA.HS7700) ,-0` G£ys�y .�I,.
i
28'1116-SASH WIDTH .A SASH 9.THE DESIGNATION_XA14D.0STAND FOR THE FOLLOWING: N6 582J1'
7 WIDTH X=OPERABLE SASH;O='FIXED SASH *'
I - 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. G9 STATE O .C&
65114' [RG
— _521/4" B 65114" GiLAS$. G SS 11.WEEP SL =114 x 1 LOCATED 6 FROM BOTH ENDS. �-w;t--O Ri 3FLANGE GLASS DLO 7 FLANGE DLODLO OTS .L �HEIGHT: HEIGHT ��SbONh .�64" 7Js" LuCasTume
UNITASS 64 C CHEIGHTO UNIT 571116' S8'7!B• rHEIG GLASS SS 20'17-09-22
DLO� DLO 9/22/2017
60 9116" ,6D 9116• 13:27-04:00
X SASH )( Lo
SASH LUCAS/1 TURNER,-P:E:
' HEIGHTHEIGHT FL',PES38201
1239 JABARA'AVE..
NORTH PORT,FL 34288
1!
OX or PH.941 38Q15Z4 4112-114 O, `
- 'SHEET DESCRIPTION:'
CQNFIG. MAX. UNIT DESIGN PRESSURE GENERALNOTESAND
IMPACT RATING ELEVATIONS
TABLE OF CONTENTS SIZE - RATING' .
_ oRnwN ar: ogre
GENERAL NOTES&ELEVATIONS....._1 XO w/S "x 64n /-50 PSF ADE 66701/12
GL:AzINGDETAILS.-__..._..._......_..._...2 XO LATCH 54-1/ _60LgRGE MISSILE IMPACT Gr Rte!
SECTION VIEWS........_....-...........•.....3�
EMUSIONS a BOM.............................5 1/3
S 5_ x ws-77a c
�NCHOR SCHEDULE&NOTES............6 +�-50 PSF � SHEET
IN DETAILS.......................7 XOX•1/4 1/211/4 112"x 64' 1:20 1 OF 7
6116'OVERALL 5/16'OVERALL 7/16'OVERALL
WINDOW SYSTEMS
118'ANNEALED ,/6'ANNEALED 3116"ANNEALED
190U SW 44TH AVE.
OCALA,FLORIDA 34474
.090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER .105 DUPONT PVB INTERLAYER www-CWS.CC
VB'ANNEALED 116'ANNEALED 3/16'ANNEALED
43W
AFLEX552or SIKAFLEX 552 or SIKAFLEX 552 or3200 ALUM.
FECTGLAZE'H' 15 PURFECTGLAZE'H' PURFECTGLAZE'W HORZ.'SLIDER
IMPACTS BRE 314'GLASS BITE 314'GLASS BITEWwa
bwo D) 15W Z02 M
rm
O 1a~-W3Z0�33
ZO. O 0a w00'0
V =Hcc
W
' VF d
W Z F.
Oz0coZi
a30w0=Oz
GLAss- YPE A-SASH GLASS TYPE'A-FD D XO GLASS TYP
E6-FD�DXOX o:aCZ}at
>>y0:g
O0¢400wv to
Fe LL,N W�
OJE,
Z 4 ,KO—W.
jLF0 mm 7/8'OVERALL 718'OVERALL 7A1'OVERALL o w w W
116'ANNEALED ,/6'ANNEALED 3116'ANNEALED
7/'I6'AIRSPACE 7/16'AIRSPACE 114'AIRSPACE �`�p3�DREW.
5116'LAMINATED -5116.'LAMINATED 7116"LAMINATED '`J 5`'CEN '•Gq�'
� -4,
: 7 'No
118'.ANNEALED 118'ANNEALED 3116'ANNEALED � .58201 �
- '� L.
090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER .105 DUPONT PVB INTERLAYER 9 STATE OP •:�w�
VS'.ANNEAL•ED - 118"ANNEALED —3/i6'ANNEALED ��'� C rr•r`,
*314'
FLEX552or SIKAFLEX552or 15 SIKRFLEX552or 4ss/o1NpL�
FECfGLAZE'Fi 1500 - :PURFECTGLAZE'H' PURFECT.GLAZE'H'
kiirrM4ri.
QUAND(DURASEAL QUANEX DURASEAL
IG SPACER IG SPACER
SS BITE 314'GLASS BITE 314'GLASS BITEt4
13.• ,3 • 9/22/201LUCAS A,TURNER,P.E.IX DURASEAL 58201
CER 1239*BABA AVE.
NORTH PORT,.FL 34288
OH.9414664614
GLASS TYPE C-SASH GLASS TYPE C-FIXED XO TYPE D-FIXED XOX SHEET DESCRIPTION:
GLAZING,DETAILS
ORA BM DATE:
ADE 06/01/12
OWGB: REV_
CWS-774 c
SETTING BLOCKS PER FBC 2411.3.3.11 SHEET
11 20F7
I
INTERIOR Qmmm
1900 SW 44TH AVE.
OGAI A.FLORIDA 34474
VNW W.CWS.CC
8 2 17 14 7
3200 ALUM.
HORZ SLIDER-
IMPACT
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zoz os-?�
8 11 F¢wgz03.
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' 116
19 9• STATE OF
9722/2017
1
LUCAS A TURNER,PE
' FLPE�58201',
1239 JASARA AVE
NORTH PORT,FL 34288
PH.941-360-1574
SHEEr DESMIPTIOW
SECTION VIEW A-A 9 SECTION VIEWS
XO
SECTION VIEWC� DRAWWSV: DATE
SIDE LATCH OPTION_ ADE Q6/01712
SIZE AND DP"RESTRICTED,SEE SHEET 1
Moir. REV.:
ITEMS NOT SHOW FOR CLARITY:
5,6,10,12,75,18,24
CWS-774 C
351-E7- SHEET
1:1.33 30F?
INTERIOR czabn
WINDOW SYSTEMS
4 1 3 T
2 1 6 1q q 1WO SW 44TH AVE.
OCAIA,FLORIDA 34474
Wd1M1N.CWS:CC
3200 ALUM.
HORZ.SLIDER
IMPACT
OWO
W .ZOZ Kr'�—F_W--
OF=- �
Otax
UvfZ4 ,
9 6' 33 29 3 1 30 40 30 1 9 9 B Z OzU,tbZ7VN
pu;U
Fr�OWO�OZ
SECTIONES Wa �cji z;y
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V0 Wo W=hy
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16
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922/2017
FLA.,TURNER P:E.
LUCAS
- PE*`58201'.
1239 JABARA AVF-
NORTH OURT,FL 34288
PH.941-3804574
SWETOESCRWROK
SECTION VIEWS
XOX
DRAM BY: DATE-
ADE 06/01/12
DWG 0. REV,
CWS-774 C
ITEMS NOT SHOW FOR CLARITY: scae
SECTION VIEW D-D 5,6,'10,-12,15,18,24 1:1.33 40177 SHEET
PARTS LIST
ITEM PART# DESCRIPTION VENDOR I MATERIAL 2518"—� 15/16,
1 H-1934 FDD MEETING RAIL KEYMARK ALUMMUM { 0 CNSril/(l�ll� 4��
2 H-1946 SASH,MTG.RAIL,SASH KEYMARK ALUMINUM I"` --2 SW— l WINDOW SYSTEPIS
3 H-1947 .SASH LIFT RAIL,SASH KEYMARK ALUMINUM 35 1900'SW44THAVE.
4 P-3018 WSW (.300 x.167back,Bulb) AMESB.URY OCALA,FLORIDA 34474
029
5 P-3 .',SCREEN.UFT SUMMITI STEEL A9p 1MMN•CWS•CC
6 P3033 SCREEN SPRING FLA SCREEN STEEL 3116" 311116" 35116" 36
1116• L —1 ,,,�- 3200 ALUM.
7 � P-3769 LOCK SPRING FlA SCREEN„-,-STEEL 0
8 P3302 'WSTP(210 x.187back) ULTRAFAB 9
9 P3218 SCREEN FRAME(51167 ALL METAL ROLLFORM FRAME CORNER CONSTRUCTIONi'IORRz-'SLIDER
10 P3228 ROUND SPUNE(:155), DAPA HEAD-19331116" IMPACT
11 P3305'. WSTP 6270X 187back) ULTRAFAB
LN
12. P3321 SCREEN CORNER KEY FLA SCREEN NYLON SILL,BOTTOM-1966 SILL,TOP-1967
13 P3352 �SETTING BLOCK(1!8°x 5f8"x Y)_ .FRANK L'OWE"` RUBBER a z 3 ¢z
14 Pw4W OPEN CELL.PAD:(black) HOPRODUCTS ®/ WJp Qw0'Cl
rmw
15.: 13-3433.,HOLT MELT TRUSEAL 31116• 1 15116' Z102 K
16 P3443 WSTP,(-290.X.187)BULB ULTRAFAB 1 5116' a F W }ZZ O 3
17 P35'16' #8 X518"PHIL.FLAT WHT FASTENAL' STEEL l I Z�NU Z fu O'o
18 P3566 .SCREEN CLOTH WIER FA z rn D
19 P3804 ROLLER ASSEMBLY M8M NYLON 7!8" 21 V16" 21/2" SASH CORNER CONSTRUCTION Z.V y Z v
F -R,
20 P-4144 Ite'X 1 PAN PI-0L W/114"LEAD FASTENAL STEEL T=—U.20 O-Z
21 P-0479 WEEP HOLE COVER
.M&M' NYLON 1/16' O t o F O
22 P=47D1 'SASH MTG RAIL LOCK LAWRENCE NYLON 1/16" p�0 }R 3 0 2:
23 P4959":WSTP(420 x'.187tiack) ULTRAFAB 1716" O W Fw
i ?=(L rro co
24 P3269/90.SASH'END CAP M&M. NYLON. 0 w H.O o =
25 S4933-_ HEAD KEYMARK KEYMARK' LOCK JAMB-1962 FIXED JAMB-1957 FIXED MTG RAIL-1934 �_ a �3 a
26 5-1935 REINFORCEMENT KEYMARK ALUMINUM .
27 5-1936, SCREEN SUPPORT KEYMARK ALUMINUM OR
28 S-7939.TOP/BTM RAIL SASH KEYMARKALUMINUM ' 23B'--{ F�-21/2' �`���5 pE
29 &4941: GLAZING BEAD?S116 KEYMARK ALUMINUM 1 I Nq
30, S-1949. GLAZING'BEAD-.7/16 KEYMARK ALUMNUM' 7— 2 ilia,
31 S-1956"SPRtNG SIDE LATCH KEYMARK ALUMNUM'
32� S-1959
34 51962 JAMB O CK KEYMARK ALUMINUM 2 25/16- 1/16° 13/4• 1116' s►nul taHrseweasenntnrrr ~pOH.STATE OF Al
33 S-1960 SCREEN CATCH KEYMARK ALUMINUM 3 I MEETING RAILATiACHMENi
KEYMARK ALummum
36_ S 1967' SIIL,'TOP OM KEYMARK ' AIUM.TNIIM 1M6" , YONAL� `�_`
3T: S;1957
B'FD0 0 KEYMARKALUMINUM
38 .WSTP(.530x.1-87back) ULTRAFm - - SASH.LIFT RAIL-1947 SASH MTG RAIL-1946 SASH'TOP/BTM RAIL-1939
40_' GLASS SEE SHEET 2
41 P W23. GLAZING BEAD-7/8 TEAM PLASTICS. PVC' y
`9/22120'17
�7ns- 15f1s• -
15116' 13!16' LUCAS A-TURNER;P.E.
111' 1776" �-1-� 9116• 3!4• - FLI3F*!8201
3 7 1 1 1239:JABARA AVE.
718+ 1" 1116' 1 114• 1116• 1" 1116 NORTH,PORT,FL 34288
1116` II PH 941380=1574
ROLLER TRACK-1959 REINF.-1935 L UP DescRmli.
SCREEN CATCH-1960 SCREEN SUPPORT-1936 SPRING SIDE LATCH-1956 5116"GLAZEBEAD-1941
BOM ANDrEXTRUSIONS
3/4"
DRAWN BY: D_A E
qt o ADE 06/01/12
718" 1716' 1- 1116" DWG#.. REV.:
LINE ITEMS NOT USED: CWS-774 C
39 NOTE:ALUMINUM PROFILES ARE 6063-T6 UNLES OTHERWISE NOTED. PVC 7/8"GLAZEBEAD-5523 7/16'GLAZEBEAD-1949 SHEET
1:2 5 OF 7
rr
WIN
14•MAX O.C.(TYP.) ctL 1900'SW 44TH AVE.
3•(TYP.) 14"MAX-O.C.(TYP.) OCALA,FLORIDA 34474S"MAX .
3°(TYP.) 6•MAX(TYP-) WW.CWS.CC
MR) (TYP-) 6•MAX �4'(TYP.) � � SEE NOTE 2
N
(TYP-)
(TYP.) - - - - -- - - - i - 3200 ALUM.
HORS.SLIDER
i I IMPACT
a Z ¢zo
1owo awoo
w zoz aC zi
o ¢m >oCc3'm
INSTALLATION X O I
MAX.O.C. X O MAXO.C. X NSTALLATIONU F Z 1•"� _
¢ wp0
(TYP) ANCHORSTYP. �P.) NH . 0
of a r y m
I Z O.V` a.
F-t�i.�
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0
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i ly�x }
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ANGHORLAYOUT- FLAN ANCHOR LAYOUT- GE
( GE7 -(FLAN )
G
N
s•
OF l/f�
�''•Ss ONp�O�a,'"
NOTES:
1.114STALL ONE ANCHOR ATE ACH'INSTALLATION LOCATION.SILL ANC14OR-SPACING SAME AS HEAD.
2.SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114".USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT. LOAD BEARING SHIMS SHALL BE
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 7. 9/2?J2017
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 LUCASA."TURNER;P.E.
BE PROTECTED TO PREVENT REACTION. FL PE4 58201
1239 JABARA AVE.
&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 TABLET,SHEET7. PH.9417380-1574
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 DEscRlvnonr"
INSTALLATIONS TO SOLID CONCRETE OR GROUT FILLED CMU MAY INCLUDE BUT 00 NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE INSTALLATIONS TO HOLLOW CMU REQUIRE THE ANCHOR SCHEDULE AND
USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE NOTES
Z A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3'FOR SOLID CONCRETE,3-9/16"FOR CMU,v FOR WOOD AND METAL D MN BY. DATE
S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT ORENGINEEROF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 061,01/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Dwo V. REVD
CWS-T74 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), FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA-300(EXTERIOR DOORS) 1:20 SOF!
TYPICAL HEAD ANCHORAGE gagmst
EMS
MIN.EDGE DIST.
SEE'TABLE 1 MIN.EMBEDMENT SUBSTRATE BY OTHERS SEE TABLE f 1900SW44THAVE.
SEE TABLE 1 OCALA,FLORIDA 34474
FiW5 FIOR1 11W MAX SHIM WWWCWS•CC
PERIMETER SEALANT MIN.EMBEDMENT
BY INSTALLER SEE TABLE 1
1NSIDEAND OUT MIN.EDGE DIST. SZOO ALUM'
SEALANT BEHIND FLANGE i SEE TABLE 1 HORZ.SLIDER
SEALANT BER _ - INSTALLATION ANCHOR i IMPACT
V4•MAX SHIM SEE TABLE i
Z Z
zOZ wtul Zia :
z'
¢w3>Orr m
1..w_ z►-�g=
,INSTALLATION ANCHOR INTERIOR 2 x 2 Q ik w 0;0
SEE TABLE 1 SEALANT BEHIND FLANGE SUBSTRATE BY OTHERS 01- 'j 0Qa= Ir
BY INSTALLER SEETABLE JL V r jZ-_,r,bila
PERIMETER SEALANT av Z
BY INSTALLER: 9�--LL.I y 0 S O`?
INSIDEAND`OUT ¢O�UF
�k o
aluw
HORLZONTAL SECTION ?x"a p y vi
0 C,
7 TYpII 20BANCHORAGE 2~'�;
1W'MAXSHIM 1"' _a
Wnuei
SEALANT BEHIND FLANGE
BY INSTALLER ���GpS G ET@SF Gni
PERIMETER SEALANT MIN.EMBEDMENT .J
BY INSTALLER SEE TABLE i Afv'r No`5820,1 T7;w
INSIDE AND OUTSTAik
SUBSTRATE t31:OTHERS M.ED' OTR LOQ- fir,
SEE TABLE 7
M
GE DIST.
SEETABLE7
t A�„VERTICALSECTION .
7 'TYPICAL SILL ANCHORAGE
z�-
91=017
TABLE I:APPROVE0,INSTALLATION FASTENERS LUCASAnTURNER;P.E.
TE TYPE ANCHOR TYPE ' MIN.EMBEDMENT 7m--
FL PE#58201'•
CONCRETE(2-0KIN) 129JABAAAVE:M3NORTH-PORT,FL
OLLOwumupupuf 301 -7I.-
'
. 1854
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1' 5 DESCRIRfION:
GROUT FILLED CMU„(ASTM 0-90) .3116"ELCO ULTRACON 1.31,0 2-172'
3flW ITW TAPCON INSTALLATION DETAILS
2XMIN:SOUTHERN'PINE(G=0.55) OR ELCO ULTRACON
1.318" 718'
2XMIN.SOUTHERN'PINE(G--0.55) #10 WOOD'SCREW 13 718" DRAWN.BY: DATE:
16 GAUGE(0:060')MIN.STEEL STUD #10-16 HILT]KWIK-FLEX OR ITW -FULL THREAD ADE 06/01/12
(33KSLYIELD.MIN) TEVSSELF-0R60"ILLINGSCREW THRU 0.0 7/16" DWG REy. -
Iff ALUM.-(6063-T5 MIN)OR #10.GRADE 5 SELF-TAPPING/ FULL THREAD CWS-774 G_
V8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.126' 7/16
SHEET
1:2 71310-7
Florida Building Code Online https:/Iwww.flGridabuilding.org/pr/pf_app t.l.aspx?param=wGEVX...
-
4
SCIS Home { Log'3n { UserRegistratlon { Hot.Mopics'-{ Submit Surcharge i Stats&Facts { •Publications F.Bc Sfaff'} BCIS•Site Map Unks Search
(9p.r
_ - 'Product Approval i USER;PubliicVser
Product Approval-'Menu.>Product or Apokatlon5earch>AppieationUsc>Appikat n'DetaB
FL# FL15699-113
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by'DBPR.Approvals'byUBPR;shall be,reviewed and ratified
by the'POC and/orthe•Commission ivnecessary.
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@cwsxc
Technical Representative Jay Lathrop
Address%Phone/Emali 1900 SW 44tKAve
:Ocala,FL 34474
(352)365-6922 'Ext 291
_jlathrop@cws.cc
Quality Assurance=Representative Arturo M.onteverde
Address/Phone/Entali 1900'SW 44th Ave
-Ocala, FL 34474
(352)368-6922, Ext 221
amonteverde0cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Certification Mirk"or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urichi PE
Validation Checklist=Hardcopy Received
Referenced Standard and Year.,(6f:Standard) 'Standard Year
HAMA/W.DMA/CSA/101/I S.2/A440-D8 2008
,ASTM;E1886-05 .2005
ASTK E1996=09 2009
PA TAS.201/202/203 1994
Equivalence of'Produtt'Standards
Certified By
1 of 2 1/2/2018,4:1.1 PM
Florida Building,Code Online https://www.floridabuilding.org/pr/pr_app jtl.aspx?param=wGEVX...
Product Approval Method Method 1 Option A
Date Submitted 09/29/2017
Date Validated 10/02/2017
Date Pending FBC Approval
Date Approved 10/0512017
ummary of,Products
FL# Model#Number or Name Description
15699.1 SH-3106 SW310 1 0(was 3760),Aluminum Single Hung,Single Glazed,
I Impact
13mits,of Use; Certiflication Agency Certificate
Approved foi'useJn,HVH1-�Y4s FLIS699 R3 C CAC CAR 128-1003,Rof
A00roved.fte use outsidwHVHZ-Yes FI 15699 k3 C CAC CAR13861004.bdf
Impact Resistant:'Yes FLIS699 R3 C CAC'CAR 384005.odf
Design Presisuirii:,N/A M15699 R3-Cg&_C CAR R 138-10226P
-
Other:LarLargeM'SS'le-ImpaCt,sep'Iqstallatlon drawings for FL�5699-113 C CAC CAR138-1023
DP and,'j'., Glass complies wlthASTM E1300-04. FL,5699-R3 C CAC CAR 1:38-1024,017
Fyt'S699 R3.0 CAC CAR 138-297indf
FL15699—R3-C CAR 138-298xd
FL1-5699 113 C CAC trAR 13Ek299.pd[
QuailtV'-Assuran Assurance-Contract Expiration Date
sta at on Instetictions
Fr 1=5699' R3 11 =S-72, kxdf
Verlfied'_BV!r Lucas A.Turner.58201
Created by Independent Third Party;Yes
Evaluation keports.
FLIS699 R3 AE 5valRePort726C.pd
Created by Independent Third Party:Yes
Back FiRt
rnntart 11 7601 RIaIr Stone,Road:Talla aMealj_32M EhQaaLA5D--AHZ-jM
The,State of Florida is an AA/1260,ernployec CenvrBht,7007. 021 datea(0611dn.::Privacy Statement:;
Under Flerrift law,emall addrmses aqi;pubI1c,records.If YOUrdo not want your e-mall address released In response to a,public-recordsjeirluest,do not send
eiedmiric mail t6,thwe6tit act, I one
v,4nstead,,cq1nt 'thwoffice W h .'c iibVixedititinil mat'lryou have any questions,please contact.850.481.095,1"uant to
.Section 455.275(1),-Fbridi'Statutes,,effectiVe�October 1,2012,,ken,sees kensed.under Chapter 455,F.S.mustprovidethe Department Wth,an"ema,ir address If
they hiva.bn;.ibe,emaiis provided may be usedTor,offiel'all commuffieat)on wth,the kensee.However email addresses are public record:Ifyou do not wish to
supply a personal address,plie-ase-piovide the Department with anemall address which can ibe made available to the public.To determine Wyou are a licensee under
chaipter,155,-F.S.,p)ease:ckk bM.
Product.Approval Accepter
Securftftcitda tedit Card Safe
2 of 2 1/2/20'18,4:11 PM
URNE'�1 I239 Jalara Ave.
1\: North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A.429779
Evaluation Report 726C
August 28,2017
P-roduct'Deseriptionr Series,3100(previously 3700)Aluminum Single Hung Window,LM Impact,
max. unit sizes of 53 1/8"x 84"DP70 Oriel,531/8"x 76"DP70 OX Equal Split,and 37"x 63"DP80
OX Equal Split
Manufacturer: Custom Window Systems,Inc. 1900.SW 441hAve,Ocala,FL 34474
Statement of Compliance: This report evaluates the;above-liste,&product per'the requirements of FAC
Product Approval Rule Chapter 61020-3.005(4). This product,complies,with the requirements of.the 6'h
Edition(2047)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,PI.,,at 1'239 Jabara-Ave:,North,Port,_FL
2) Approval drawing'CWS-726C;signed and sealed by Lucas A:Turner, PZ
3) Test Reports NCTL-210.3795-1,-lA,.-2,-2A,-3;and-3A,and NCTL-210-4000-01, -1A,-
02,and-2A from National Certified Testing1aboratories,Orlando,FL signed'and sealed by
Gerard J.Ferrara,P.E.,and test reports CWS-04-0242 and-03.aiid,CWS-005=02-01 and-02
from PRI Construction Materials Technologies,Tampa,FLwith.testmg Rerformed: TAS
201/202/203 1994, AAMA/WDMA/CSA 1�01Jf3.-2/A440 2008;ASTM E:1886-2002/2004/2005,
and ASTM E 1996-2002/2004 /2006/2009
4) Supplemental Calm to support CWS-726C,:signed and sealed by Lucas A.Turner,F.E.
Installation: Units must be installed according to approval document CWS-726C.
Limitations of Use: This.products
• May be,used up to sizes indicated,above in Product Description,,with glasstypes, design
pressures, and max.,glass.dayligiat-sizes as°showninCWS-726.0
• Is Large Missile Iimact Resistant;arid does;not require the use.of shutters
• May be used in the-High VelocityHurrieane.Zone
• I.G.glass with-annealed outboard lite may pot be used above 30 ft from grade in HVHZ
• Requires Kuraray"(Dupont)PVB-Interlayer per.Miami-DadeN.O.A. 16-1117.02t
• Requires 6063-T6 alumintiti�t extriisions;per.CWS-7260
t I have-evaluated the matdtial'ihAhis NOA-.and_find that it.complies with the requirements of the
6`h Ed.(2017)Florida Building;Cod'e-for use innthis product.
Certification oflndependence: I donot,have,nor do l intend to;acquire;nor.will1acquire; a financial
interest in Custom Window-Systems or in.,any company, tna-facturing or distributing products for which
this report is being issued. I do not have,nor do 1 intend to Acquire,nor will I acquire,a financial interest
in any other entity involved in the testing-or approvgtprocess-ofthis product.
JIB
Lucas 3 nto 58201 ,
Turner =*� � _'�
r
M .
2011-08-3.0, .. $Tara OF a4"'A7 8/28/2017
16:05+20:0,0 '��, •.'fit :n t t; '► �,�`" Lucas A.Turner..,P.E.
FL PE#58201
rl##i#tt5#fit.
GENE
SINGLE HUNG - IMPACT 1.THE PROD C FLORIDAU HEREIN IS
CODE SIG CURRENT EDITION INCLUDINGTHE COMPLY
53 1B'UNIT WIDTH WITH THEAND IS ..
50•GLASS DLO MISSILE LEVEL D INiHIGH VELOCITY ?AC USE AS DEFINED IN ASTM,E 1996 PER 7OR E{EZONE 4 1�SW a/TH AVE.
FBC. OCALA'FLORIDA 34474
W W W.CWS.CC
A
5 A 51t/r UNIT WIDTH 3.CONFIGURATIONS,O./r T 2) 3100 ALUM.
2.GLAZING DETAILS(SEE
50'GLASS DLO'
SINGLE HUNG
- — 4.DESIGN PRESSURES:
NEGAlm DESIGN LOADS BASED ON TESTED PRESSURE AND.GLASS TABLES 1IMPACT
ASTM E-1$00-04e01/09
1 -POSITIVE:DESIGN LOADS BASED ON TESTED PRESSURE,WATER
B. Q I B 500 t/4" Q 34. INFILTRATION TEST PRESSURE,AND GLASS TABLE$ASTM E=13D0,04eO1/09. p;W O 20
,o
'zW
' I i ,.GLASS z o z R --1-
DLO DLO S.ANCHORAGE THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE ¢y O 4 3 m
HE7GHr 1' DESIGN OF THIS PRODUCT:SEE SHEET 6 FOR INSTALLATION DETAIL.WIND H W I-3
. 8...
- LOAD DURATION FACTOR Cd=1.6 WAS USED.FOR WOOD ANCHOR p 0 woo
UNIT �. CALCULATIONS.Nm
.. .__ HQGFiT. ,Z.
- --- 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT z z LL`z
I REQUIRED: ' p��u X O
N 7W I X 34- 7.ALL FRAMES AND SASHES'ARE PROCESSED AND SCREWED TOGETHER.SMALL W-1 o° w O z rn
30 518' ' 25 3l4' SASH. ,GLASS ,. Z1--a'to 0 W tq W
sH.� I I GLASS HQGHr f DLO Z r 0 d
JOINT SEALANT USEDA A FRAME JOINTS:
DLO B.SERIES IMODELDESIGNATION SH3100. AKA SH-3700) a it °w9.THE �
0
+ NATION X AND O STAND FOR THE FOLLOWING: unur
I(� A I _ X=OPERABLE SASFI;.O-00Tb SASI aaaaaaa OREty�
{F---48118'GLASS.DLO... fes--48118'GLASS'DLO - O
..'SECTION
FI----- CALLOUTS:APPLY TO ALL CONFIGURATIONS.
5158SASHVJOTH �J• � 'F' �
No S820i. 11-r
ORIEL EQUAL SPLIT
SlItA STATE OG, 144
.WIDTl1 - .0-
v
.._33'7!8'GLASS DLG r. �.011jni
2017:49-22
13:22-04:00
Q
GLASS
mo 8 7
Sr `:. _. _ ----. ,. LUCAS A.TURNER;P.E.
UNIT FL PE*5820].
FIEIGNT 1239 JABARA AVE.
INORTH'PORT;FL34288
SASH X 2 lirPH:941-380-1574,
ASS
DLO -SHEET Esta;,Wk
u GENERAL NOTES AND
TABLE OF CONTENTS MAX. UNIT DESIGN PRESSURE ELEVATIONS
32'GLAss DLo-4 CONTIG. IMPACT RATING Dmmay;. DATE:
SIZE RATING
GLA23NGNOTES&E LEVATIONS.........1 35 1?SASH wiDTH ORIEL �53-1/8"x 84" �+-/-70 PSF TEF 05/17/12
GLAZING DETAIL. .............................2
SECTION VIEWS:_ ....................3
EXTRUSIONS&MO M ........_...........4 EQUAL SPLIT QUAL 53-1/8"x 76`' +/_70 PSF GE MISSILE IMPACT cwS v
72s c
ANCHOR SCHEDULE$NOTES........_.._.5
INSTALLATION DETAILS........_................5 'x _ s^• SHEET
125 1 OF 6
5116'OVERALL Stili"OVERALL 7115'OVERALL {
116'ANNEALED 116`ANNEALED 3116-ANNEALED 1All�l�'OW SY.S'TEi1517U
.090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER .105 DUPONT PJB INTERLAYER 1900 SW 44TH AVE.
176'ANNEALED 11W ANNEALED 3116-ANNEALED cc 34474
�F
PURFECT GLAZE W - PURFECT GLAZE-W PURFECT GLAZE
OR SIKAFLEX 552 OR SIKAFLEX 552 OR SIKAFLEX 552 3100.ALUM.
10 SINGLE HUNG
3W'GLASS BRE 314'GLASS BITE 314-GLASS BITE IMPACT
Z T� GZ3:pp
z zoz CE LL -,Z
3 1 ZWM<tr"W"pp
o 1 VI-oOco ZyL=-ams.IL
orto�vS'Zu
O>hF=N�2-
Ix us
LL 0
GLASS TYPE A-FIXED GLASS TYPE B-FIXED x a
Lu 0
GLASSTYPEA-SASH cr.a o 0: a
718'OVERALL 71V OVERALL 71T OVERALL
116'ANNEALED 'tt4'ANNEALS 3/76"ANNEALED �i
7117 AIRSPACE t
1W AIRSPACE '. -;
7116'AIRSPACE No 582015
5/16"LAMINATED 5116-LAMINATED 7(16-LAMINATED
1te`ANNEALED 110'ANNEALED' 3716`ANNEALED
INTERLAYER
.105DUPONTPWINTERLAYER
A90 OUPCNT P1fB lNT[3iLAYER .490 t3UFO1YT PVB �"n�t.`ti 1 O R 14t'`��,+•`
,�---118'ANNEALED i18'ANNEALED 3116'ANNEALED
PURF,EUr'�GLAZE'W PURFECT.GLAZE'H' PURFECTGLAZEW
`OR 61KAFLEX 552 OR 61KAFM 562 OR SIKAFLEX 552
W4'CLASS SITE 3t4'GLASS SITE 3 3W GLASS SITE 8/22120.17
CUGAS A.TURNER'P.E.
FL PE#58201
3` .1239 JABARA AVE
NORTH PART;Ft 34288
OUANEX DURASEAL OUANEX DURASEAL PH,941-MO-1574
3 OUANEX DURASEAL 1 IG SPACER 1 IG SPACER SKEET DESCRVHO.
IG SPACER
GLAZI146 DETAILS
SETTING BLOCKS PER FBC 2411.33. BY: DATE:
of--LGN ""'' -SASH r-F N E—DI TEF 05/17/12
S TYPE C-FIXED GLASS TYPE D-FIXED TYPE PRESSURE(PSF)MAX SIS GLASS I GLASS I rnWC R W
A 2E2- A-G GWS-726 G
GLASS TYPE C-SASH EQUAL +1-70 53 x 76- A or C A or C sme. SHEET
ORlEI +A 7O 53'x&3' AorC BorD 1:1 20FS
QWIN5 �
4NiERIOR C�OW EMS
4 19 31 9 31 3 1900 SWAVE.
44TH AV
OCA
LA,FLOW OA 34474
rwuw.cws.cc
It 3100 ALUM.
11 SINGLE HUNG
IMPACT
— .z.
W J O a w oo W
ZO2 W_—t
zip ��ap
6 10 O.36 or 37 30 33 SECTION B-B. 24 '8 c0,r u~i'y Z
O ZO�j10 2=U;UI
oWOO�Z
t - - INTERIOR ��Z»
tu ZLCorx U�
0:0
to Z-a_ 'o w3'Wrrn
ix
F if
44 1
SIP STATE PF
oil
1 ni
3
4
z�
9!22/2017
LUCAS A TURNER,P.E.
FL RE#58201_
1239 JABARA AVE.
t NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
SECTION C-C SECTION VIEWS
ALT.SILL LATCH
NOTE:MONOLITHIC LAMI SHOWN. VRA"BY. DATE:
IG AVAILABLE,SEE SHEET 2. TEF 05/17112
5 30 13 DWG it REV.:
ITEMS NOT SHOWN FOR CLARITY: CWS-726 C.
SECTION A A 14,16,18;21,22,26,27 sc�ue
SHEEP
1:1.33 3 OF 6
PARTS LIST
ITEM 'PART#WSCRIPMON VENDOR ..MATERIAL �2314'7 f---21r1"
1 1+1934 Fxd.Mtg,'Rail Keymark Aluminum tNINDttW SYSTEttS
2 .H-1946 Sash Meet.Raft Keymark Aluminum F2 I t• 1990 SW 44TH Avg-
-3 1+1947 Sash BoUPull Rail Key+r+aek. Akrrninum ('l
4 S-1911,Fr Head Keymark Aluminum 4 718' U U VV1N1N.C1nIS CC 34474
21116- 25116' i i �
5 S-1932 Fc Jamb
K tnaelt tnummum 2� 1116" tlt6" li
6 S-1933 Fr.Jamb Key—tk Ai�1i� --1�--i19'
7 S,4935 Reinbleement Keyrimrk Aluminum 3400 ALUM.
kS-,1936Sex11.,Adapt. Keyte. _ Aluminum REINFORCEMENT-5-1935 SINGLE HUNG
9 .S=1939•Sash'SidelTbp Rol Keynuuk Aluminum FRAME HEAD'-S-1931
10 S-1941 Glazing Bead;(&16"Glass) 'K6110118* Alumini rn SASH MTGRAIL-H-1946 IMPACT
11 ,.S-1954 Sash Slop Keyitiark Aluminium
12 rS 1956'S0!Latch, Keymark` Aiuml urn ? 7r Q z
13 P-3018,Wstp.,_X0 x 487 Bulb vtryl Amesbury Nylon w,Q !�_o 0
14' P3029 Screen Ptel Tab Summit Steel 213116• WQ
15 P3033,Semen Sjsing,`SS FfaScm SS 1,tm m.
16 R-3046 Take Out Glp Z 2 a a W 00
17 _1 . .8 $cream Frame Allinetal, AlumF 1 7 '� t�1 Or
_rn
Is 'P-= Scteers Spime 155 Dea,Blk. Daps Nytol 5 e z ka
000
m z V
19, P-33Q5 Wslp 270 x=187 8lts SoftTosuh Center Fin Slack titiraiab" Nylon'
20 .P-:P_ Wstp 210 x 187 Black Solt Touch Center Fin,Black Ultrafatf; Nylon 3 t� 21n• 1314' o r r o—
u�s•
21' P3321 Scream Frame 1 amer.Key Altmefal'. Pdutn, 1r76 1116 -
22 .P-3342 Seam Sealefc SM-5804 Schee: Lto V W O 1024--
23 P3352 Set Blk.,85 Dur.,118`x 5W x 2•W. Frank Love u a a 0-co,
Zoo O 7E2�
24 P3443 Wstp .290 X.187 Black Bedb ViMAI Hollow Ultmfab Nylon a a �,-
25. P 3515,fib x 0 625_Ph.FH Type A SMS Fastenal- Steel SASH SIDE RAfL-S 1939 m. -
FIXED MTG RAIL-H-1934 stsrar
26
27 P1cceengo0y'i6xd�PHFiassType,A.SMS Faslenal.,. S" FRAME SILL-S-1932
„28 i-P�47eD7 SwtepLock Lawrence" 'Nylon .
30 P-4959,Wstp.,A20
P 5228,Sash Cam z.187 back PolyFln Gray,SoATauch UlVaNylon 2 BMW 2 ars" `��1 No 58291
31 M&M f
3332' Balancer Caldwell �, STATE of Buz
3 f 7176"
34 GLASS.Purled Glaze"li'Or:Sikalex_552 HenkeUSika' 6 rT
1 See Sheet 2 4�,t,%. Rt '
35 P-522,14.CtosedCell:Pad..1-l/Txt-114"x3/f6" Viscor' 23116" _ 251x• 13ff6' ��i�`�'!14g1a''p ��
36 S 1949 Glazmg.Bead (7!167 Glass) Keymad PJammnum 1n6• QNA
37P75523;Glazing Bead,NG(7/e7OA) Team Plastics PVC: {--1i1s• 1146'
LINE ITEMS NOT USED: NOTE:ALUMINUM PROFILES ARE-606a-T6 UNLES OTHERWISE NOTED. L
JAMB.-S-1933
SASH STOP-S-1954
SASH BTM RAIL-H-1947
13116" 1511,6• 3f -. 9/22/2017
SASH CORNER FRAME CORNER FIXED.Mf'G RAIL, t sr16' LUCAS A TURNER,P.E.
FLPECONSTRUCTION CONSTRUCTION CONSTRUCTION 1 u4" tns s r urs. 123399 jABAB 582Dt..
Af2q AVE.
NORTH PORT.. 34288
ills" 1574
SILL LATCH-S-1958 SCREEN ADAPTOR-S W6 GLAZING BEAD,7116!-S-1949 SHM DESCRP110i:
} BOM AND EXTRUSIONS
374" 3W
3116" star, DRAWN BY: We
p t TEF 05/17/12
S 716' t" 1(16' DWG A: EV.:
1H6" CWS-726 .c
PVC GLAZING BEAD,7B"IG-P-5523 GLAZING BEAD,5116"-5-1941 SHEET
8MAL.Y0 Z;SEAratrUSMATAMFRAMEa0M$ 1:2 46F6
8'MAX(rrPJ 14•MAX O.C.(TVP.)
sEENOTE2 WINDOWSYSTEMS
6'MAX(TYP.) 14'MAX.O.C.(TYP.) 61 MAX.(TYP•) '7900 SW 44TH AVE
SEE NOTE2 ------------ ..
O=AT DA 34474
V.MAX(TYP.) .%/ WWWiCWS.CE
6•MAX(fYP.) I 121/2'MAX O.C.(1W.) I % nn„
131 I �!
SEE NOTE 2 I lAz ox. I I 310D ALUM:
INSTALLATION ') I I
6-MAX 13 1m i— SINGLE,HUNG
ANCHORS(IYP.)
L__ I I IMPACT
' .� INSTALLATION I ! INSTALLATION .
ANct�S(TVP.)i � I
MAX O.C.I I ANcHOfiS(TYP) I I i o w.o n'1W-o 0
(TYP.) -I O I I I I I W J Q a F Z-W
zaz 0:--ef
I' z=gdo:Wao
MAX
o1--Oda=F:w
4' a*(rYP f I I ¢z,�W z°x o o:
wz
f i I. I o ,016 w
LL�o
4 (IYP.) .. Q'S Cl
'4P(TYP.)-' I „ I I � I. 4'(TYP.) T .( I K K.F} moi :
ix IAO W'm
16151`16*' ,` ?N'a Kpy112
I I I I {ttP:)' ! W 'O a x¢'�
17 CL
-- --- 04.SRF
ANCHOR LAYOUT ANCHOR LAYOUT ANCHOR LAYOUT Na se2Di
EQUALSPUT3TXS3• EQUALSPLIT53:1.25'X:78' ORIE1:53,125'X84' '*•, # *=.
NOTES
1.INSTALL ONE ANCHOR AT EACH INSTALLATION:LOCATION.SILL ANCHOR SPACIN
G SAME AS HEAD.
2.SHIM AS REQ_AT EACH INSTALLATION ANCHOR,USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM,STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116°IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE;NOT ALLOWED. 7
3.ANCHOR TYPE,SIZE.,SPACING AND EMBEDMENTSHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 9/22/2017
4.ALL INSTALL ATIONANCHORS 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. FLPE#5820]
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
SP.ECIFIED'IN TABLE 1,SHEETS. PH.94.1-380-1574:
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 SHEET DESCRIPTION:
INSTALLATIONS TO 51OLID.CONCRETE OR,GROLIT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE INSTALLATIONS TO HOLLOW CMU REQUIRE THE ANCHOR SCHEDULE AND
USE:OF 1X_BUCKS-BETWEEN THE PRODUCT AND SUBSTRATE: NOTES
7_A MINIMUM CENTER-T6.-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4-FOR MASONRY, 1-FOR WOOD AND METAL EmwN BY.' DATE
S.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 TEF '05117112
SUBSTRATES,SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEETS. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. D'NP n -
CWS-726 C
9
G STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: sca.e SFFMAlAAMA 100 FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) SHEET1:20 5 OF 6
9
TYPICAL HEAD ANCHORAGE IIVTERI4R
MIM EDGE DIST. WINDOW STS ul
SEE TABLE 1 ,190D SW 44THAVE.,_
MIN.EMBEDMENT 'OC> .FLORIDA 34474
SUBSTRATE BY OTHERS SEETA$LE 1 W W W.C' -''•
CC
SEE TABLE 1
IW MAX SHIM
PERIMETER SEALANT MIN.EMBEDMENT
BY INSTALLER SEE TABLE 1 I MIN.EDGE[MST.
��AI"uM'
MVDEANDOUT SEE TABLE SINGLE HUNG
SEALAINT-BEHIND FLANGE INSTALLATION ANCHOR IMPACT
BYtNSTAt.(£R SEE TABLE 1 -
�1/4",MAXSHIM4Z� -
W
WJO CA �p
zoz a Lu
z
INTERIOR SEALANT BEHIND FLANGE 6UBSTRATE BY.OTH[32S W Z F g S
BY INSTALLERS SEE TABLE 1000O Wy Q,
SEEEE 7 LEI ANCHOR PERIMETER'SEALANT x;- t z 2 =
BY INSTALLER Ob n to V-
.SIDEAND'OUT - :-QWQ= z
"8 HORIZONTAL SECTION
-0 TYPICAL JAMB ANCHORAGE 4 y W N.O
0 EL
... 0 go-0
114"MAX SHIM Q a.�s.OW.y'
SEAtA4tT,8EHINOFL'ANGE -
sYMSTALIER. •t atuhsu_
F
PERIMETER SEALANT
BY INSTALLER _ MIN.EMBEDMENT
INSIDEANDOUT SEE TABLE i .'u,•.-
SUtd5TRATE BY OTHERS
SEE TABLE 1
b a�
r�. STATE OF rtt t,-
MIN..EDGE DIST
WETABLE'1
yFJ2T1CALSECTiON
r+ysq;OtAIA'ri ����:
\,6,/ TYPICAI.SILLANCHORAG,E
0!22{2017
TABLE 1:AP OVED 1NSTAI.LAT(ON FASTENERS' LL)CAS A TURNER,P.E.
SUBS ANCHOR TYPE NtN. FL PE 1F:5824;1'
CRETE(2.0 KSI MIN.) 3/16' 1-1/2" 1-1/$" 1239 JABARA AVE.
HOLL (11 PCFMgV.) 3/i6"ITWTAPCON 1° NOPk941380-1574
CONCRETE(2.85 KS1 MIM) 3116"ELCO ULTRACON 1" 1" SHEET IPf10N
GRQUT-FILLED CMU(ASTM C�90) 3/16"ELCO ULIRACON 2-1/4" 2-1/2"
3116"1TW TAPCON INSTALLATION DETAILS
2K MIN:SOMERNPINE(G=0.55) Ch,ELCOLILIRACON 13f$" 7!$"
2XMIN.SOUTHERN PINE(G-(155) 010 WOOD SCREW 131B" 7/8" „y; ATE
16 GAUGE'(0.060')MIN.STEEL STUD #10.16 HILT!KWIK-FLEX OR ITW FULL THREAD TEF 05/17/12
(33 KSI YIELD MIN) TEKS SELF-DRRLwG SCREW THRU 0.060' 711&" MFG#, E
11W.ALUM.(6063-75 MIN.)OR Y10 GRADE 5 SELF TAPPING t FtA.L THREAD CWS-726 C
1/8'.STEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116" sC+.c• SHEET
1:2 6 OF 6