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e _ FL#Application Type
Code Version 201
7 RECEIVE®
Application Status Approved
JAN 30 -29
Comments
Archived ST. 6t eie 8mirl
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative )ay 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
a erde@cws.cc
m Category Wind ws
Subcategory Single Hung
0 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 the Lucas A.Turner
LUEvaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
1-41 Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
✓= Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R2 COI EvalReport812C.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-O8 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl Oy8QtjDbmBIPrafAGHlxlsgtjUObEAbzc)Q%3d%3d 1/2
1/29/2020 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
F Model,Number or Name I Description
6177.1 ;SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
E! i . of Use Installation Instructions
Approved for use in HVHZ:Yes Fl 16177 R2 II CWS-812C.pdf
! 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.Safety FL16177 R2 AE EvalReport812C.pdf
glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes
complies to ASTM E1300-04.
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 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
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,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 click here.
Product Approval Accepts:
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPrafAGHlxlsgtjUObEAbzoQ%3d%3d 212
GENERAL NOTES: -
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED `""'��ugm.((p/.(
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS L�j-1
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. WW W.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8"MAX.OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:"O/X".
517/8"MAX.UNIT WIDTH SINGLE HUNG
4711/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ¢ z ¢z
INFILTRATION TEST PRESSURE AND GLASS TABLES
-- -- -- ASTM E-1300-04e01/09. z w_j p ¢rwr O W
w ZOz D:CzI_-
BY _ __ I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 0 �W§Z O w�_
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR O O I=-O¢a w O O
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O Lj =�w
FLANGE HEIGHT ANCHOR CALCULATIONS. o z— z Z I_7
B O I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ 00:1 z O co z O a O
GLASS NOT REQUIRED, Q p H O F O z
Q irc�(nU Z
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O a a>-o w w
61 3/4" I I USED AT FIXED MEETING RAIL AND JAMB. cf Z w O-1 O F
MAX. a =a mo-
UNIT
u7
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. _~a W U)a I- a
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: uu��n
X=OPERABLE SASH,O=FIXED SASH NOREbV���4,
P,...... l •.
3303/16" I I 2s 7I8" 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
SA XSS LOCATION. J• fi
HEIGHT I DLO :v.• No 56201 •.11
T
11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS.
�: STATE OF
LI I 7ONA1-E?�`�`�
-- -- -- LucasTurne
6 A r
451/16 2017-09-22
GLASS DLO 13:36-04:00
4e 318" 9/22/2017
MAX.SASH WIDTH LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT06/18/12
GLAZING DETAIL.................................2 MAX. IMPACT RATING __
SECTION VIEWS.................................3 2. RATING DWG#: REV.:
EXTRUSIONS&B.O.M........................4 CWS-812 C
ANCHOR SCHEDULE&NOTES.........5 51-7/8 x P4314" +/-70 PSF LARGE MISSILE IMPACT
INSTALLATION DETAILS....................6 scALE: SHEET
1:15 1 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.0 W S.CC
8100 PVC
SINGLE HUNG
IMPACT
a z �: azo
QWO
ui
0 Z4wz}OWR:am
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS O O x O a Q W O O
cr
1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED L) Z w�Z Z F=-7 a
7/16°AIRSPACE 7/16°AIRSPACE Q 00:1 0 0 ZO=O tui Z
5/16"LAMINATED GLASS 5/16"LAMINATED GLASS cr 2¢OO F-f- O_
1/8"ANNEALED ~ 00~}��0�
1/8"ANNEALED W LLu)W(n O W co W
.090"PVB INTERLAYER BY DUPONT .090°PVB INTERLAYER BY DUPONTa0 W F=-CL O a OI!}
cr
1/8"ANNEALED 1l8"ANNEALED
a a w LL,Ul
IG ANEXSPACER
DURASEAL 10 SPACANEXER DURASEAL `���PNORE�y
IG SPACER IG SPACER
47 PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE"H'OR SIKAFLEX 552
Or.,4�GENS-G'Pti:
j No 58201 X15'
14 1/2"GLASS BITE 14 1/2"GLASS BITE =
48 48
9 . STATE OF FWD
3 0vw FE - P"-4 O R 1QP•�Z�:
71 12 ,0;N4 S/ONA 1��aC'�,`
FIXED LITE SASH LITE 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPI ION
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
DWDp: REV.,
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET
1:1 2 OF 6
v
INTERIOR WINDOW SYSTEMS
1900 SW 441 H AVE.
_ OCALA,FLORIDA 34474
www.cws.cc
4 3 53 12 381 32 3 4 4
8100 PVC
� ° 0 D D SINGLE HUNG o IMPACT
45 d
Q Z 3: QZ3:
Woo aWOW
D o p ZOZ 0m 3:Fm
14 ti FW�ZO�m2
32 Z zm: Q<MwpO
3 14 54 14 65 66 63 19 4 O O I-O a=r-p-
SECTIONB-B v SwF zaF to D_
ZOO Z�O�
sa NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, a 0 z U u Z O LL
RIGHT SIDE SHOWS SASH SECTION VIEW.
cc. a O w z m O z
W iy a:(n❑w U)w
W w 0 F-
!62
39 OEL
a WF--� WO�>-
a D- cc
2 28
32 - ,�p`�P�p�RE
9 INTERIOR •.y=�CENs'GP•�:
G;'4 F Z
48 No 50201
%13'. STATE
'S,
� EA;oS4NA1
14 53
65 10
ss
62 3 ,z
32 3
1 s 6 9122/2017
LUCAS A.TURNER,P.E.
2 4
FL PE#58201
30 3 1239 JABARA AVE.
^p NORTH PORT,FL 34288
6—
PH.941-380-1574
O p SHEETDESCRIPItON:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C
20,25-26,36-37,44,51-52,55-56,64,67-68scVLE— , SHEET
1.2 30F6
PARTS LIST FRAME CORNER
ITEM I PARTDESCRIPTION VENDOR MATERIAL 3118" CONSTRUCTION
1 H-60311 Main Fr.,SH,wlFlg.,PVC,Head Mikron Vinyl \JWl'A?J UL/l(
2 1 H-6031 IMain Fr.,SH,w/Fig.,PVC,Sill Mikron VinylWINDOW SYSTEMS
-M
1 15/16"
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1 F--2 3115^ 1900 SW 44TH AVE.
4 H-6031 I Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl 2 OCALA,FLORIDA 34474
6 S-1577 I Impact Hook Keymark Alum I 10 WWW.CWS.CC
3 B
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211116" 4 15181, �J 1 5/8"
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1116°
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl .L� 1/16" 1116 CORNER WELD 8100 PVC
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl O (ALL SIDES) SINGLE HUNG
1:8
13 S-1498 Reinf.S.B.R./S.S.R IMPACT
14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
18 S-6013 Scrn.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl
19 1 S-6014 Scrn.Adapt.,PVC,Vert. Mikron Vinyl J 1 K �: ¢Z p
11/2" H ❑WO �W p
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 r
3 w w�❑ ¢ro wH-1699 Reinforcement,SBR Keymark Alum 7/a^ zO?24 P-2190 Balance BSI9116Z Z w zXWO25 P-3059 Sash Cam,PVC BSI Plastic ZZ=0Q<wpO26 P-3046 Take Out Clip BSI SS 1/16" 1 z Ila° v1s° 0 00 O U z
r� FIXED MEETING RAIL rn?
27 P-3783 Lock,Impact,PVC Interlock LI SCREWED TOGETHER WITH Z O Z O 0
28 P-4069 Keeper,Impact,PVC Interlock Zamac (I 1115" OUTERFRAME a F?LL M O O LL Z
REINF.,IMPACT HOOK-1112 1:8 ¢�0 W H FZ-O Z
30 P-3215 Weep Cover w/Flap Gaer Plastic aq F Z
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w 0 O W U))O w v)w
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel R Z�W 0�U)F
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5116"' 9116" a0 w F-0 w Z:W
39 P-4051W#8 x 1.250 Ph FH TEK,Wilt. Hub City Steel 1/2"— 1 1/8" 5/16" 1 1/a n r a uJ�a
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 20 7
•nun•
44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" �18 1 5116" 1s ��N��O W
45 P-3752 Ca Plug,1/2"Hole M&M Nylon L 1/16° t/16" ��6?..........
7{���y
P 9. _ y L 1/16" 045" q.. IGEN �p r
47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 0 4 F'
48 P-3352 Set.Blk.,85 Dur.,1/8"x 518"X 2"Lg. F.Latae Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 v' No 58201 ••.��
51 P-3881 Temporary Lbl.(NFRC/DP)
52 P-3613 CWS Lbl.(logo) Pro Label v i tt
53 Sash SEE SHEET2 GLASS 314 314' 5/8 1/4" - Q: STATE OF ;flu:
3116"
54 Fixed SEE SHEET2 GLASS 2323 (1q
V. a J
56 P-3281 Spacer Duraseal 13 15,16" II _it_ 9ct: II J •���`S.<,........
O R p
P IIIIIV%��—UOfI" 1/16" L 1/16" 71L_(l4 �IyS+ONA-�lo
62 P-3218 Screen Frame,Horiz. Allmetal Alurn 1116^ i--
63 P-3218 Screen Frame,Vert. Allmetal Alum
64 P-3321 Screen Frame Comer Key Allmetal Plastic REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064
65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl i
67 P-3029 Screen Pull Tab Summit Alum
68 P-3033 Screen Spring,SS Fl.Screen SS 9/22/2017
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/16" FL PE#58201
72 S-6063 Cover,Fixed Rail Mikron Vinyl 10 O 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
-35 1 #8 x 1/2",Pan Head,TEK Fastenal Steel
PH.941-380-1574
Ll 35/16" 1/2" SHEET DESCRIPTIONLINEITEMS NOT USED: 3/16"5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 � 6 f-----3"---{ BOM AND EXTRUSIONS
7/a" 1/16" �Q 70
SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 DWG a: — RE—VT—
CWS-812 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 806346 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 4OF6
'w
8"MAX.(TYP.) 17"MAX.O.C.(TYP.) WINDOW SYSTEMS
1900 SW 44TH AVE.
6"MAX.(TYP.) OCALA,FLORIDA 34474
WWW.CWS.CC
SEE NOTE 2
10 1/2" 1 1 8100 PVC
M(T YL o.c. SINGLE HUNG
(TOINSTALLATION IMPACT
- ANCHOR(TYP.)
I I Q Z3: Qz3:
I H
0w0 ww.p❑
Lu zOzrorKw
lWLL Q 3
`M IG HAIL Z Z=2 Q W w Q 0
4"(TYP.) rn Z F-U)n.
I I ❑ Z–SZF7w
ozLL�ZOOILZ
101/2" /\ F � }j�0�
MTYP)C. d U.Z2a�0
�k'
O w F-0 (L z:Of wN a I' a
NDRE W��'si.
4"(TYP.) NO ANCHORS REQU Nit ...l�g'
�`•QJ,
v: No 55201 T
NC OR LA OU - FLANGE
9 STATE OF :bi
O P•'
NOTES: �SS�ONA; o0�``
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
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.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 8/22/2017
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.
BE PROTECTED TO PREVENT REACTION. FL PE#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.941-380-1574
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
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN 13Y:—ionT€: —
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 06118112
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWc a: REV.:
CWS-812 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:
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET
1:15 5 OF 6
TYPICAL HEAD ANCHORAGE ,(��® �fJei/d
MIN.EMBEDMENT WINDOW SYSTEMS
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1 BY UTHERS 1900 SW 44TH AVE.
114'MAX.SHIM - SEE FABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS - — WWW.CWS.CC
SEE TABLE 1 }
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST.
BY INSTALLER SEE TABLE 1 8100 PVC
INSIDE AND OUT - WSEALANTBEHIND
SINGLE HUNG
INSTALLATION ANCIMPACT
SEALANT BEHIND SEE TABLE 1
FLANGE BY INSTALLER � 1/4"MAX.SHIM
a Z o WHO,
❑w0 awoo
0 Z v0§>.0W3m
TER SEALANT IL F¢-W Z F-�g=
ALLER Z Z=z¢w W O 0
INSTALLATION ANCHOR— AND OUT 0 0 F-0 Z a r,as
SEE TABLE 1 ❑ Z S—?H 7 Fn
_LANGE BY INSTALLER Z 0 Z( O 0L Z
O
CONTINUOUS DOUBLE 3116'BEADS OF / c 1 HORIZONTAL SECTION a } U~Z tri
6 TYPICAL JAMB ANCHORAGE O❑0: 2
TREMGLAZE U1600 SEALANT AROUND �\ F- }7
PERIMETER AT ALL INDICATED POINTS uJ LL W 0 O J UOj F
BETWEEN FRAME AND BUCK BY INSTALLER. Z d 2 n. w O—U)
O wF-0 n_m
-114"MAX.SHIM a D. w�a
SEALANT BEHIND
FLANGE BY INSTALLER
PERIMETER SEALANT VP"-"��..........F GHQ
BY INSTALLER MIN.EMBEDMENT
INSIDE AND OUT SEE TABLE 1 -J: No 58201 "•.'P
SUBSTRATE BY OTHERSy O'•• STATE OF :�W
SEE TABLE 1 DGE DIST. �i�,�� '. R 1 O...�-
SEE T LE 1
rA ` VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
z
�O9, 7
LUCAS
TABLE 1:APPROVED INSTALLATION FASTENERS A..TURNER,P.E.
6t,
TETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
NCRETE 2.0 KSI MIN. 3/16"ITW TAPCON 1_1/2• 1.1/8" PERIMETER SEALANT 1239 JABARA AVE.
( BY INSTALLER NORTH PORT,FL 34288
UT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" �C� HORIZONTAL SECTION
�J BOX FRAME INSTALLATION SHEET DESCRIPIIGN:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/16"ITW TAPCON INSTALLATION DETAILS
2XMIN.SOUTHERN PINE(G=0.55)
OR ELCO ULTRACON 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: onrE:.
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEX OR ITW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: - REV:
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD CWS-812 C
7116" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS ___
1/B"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. scALE. SHEET
1:2 6 OF 6
_ 1
r
WINDOW REPLACEMENT Owner: Barbara Reddy
Address: 325 Holly Ave
Port St Lucie, Florida 34952
6
Wind Zone: 150 MPH
.,t)Ply ;, Exposure: B
Screen 1 G_ " Risk! I
Patio V
Contractor: South Florida Aluminum Products
L
4807 So US Hwy-1
Fort Pierce, Florida 34982
Office: (772)-466-0913
Fla FI Prod Approval#s
Room XO&OX Sliders= 16735.1
Carport Single Hung= 16177.1
Mull Bars=9520
#1
#8 Impact Glass
#1= XOX 53-1/8 x 38-3/8
#21 #2= S/H 37" x 38-3/8"
#7 #3= S/H 37" x 38-3/8"
#4= S/H 37' x 38-3/8"
#3 I #5= OX/XO 74" x 38-3/8"
#6= OX/XO 55-1/2" X 38-3/8"
#7= XO 74" z 38-3/8"
#41 #6 #8= XO 74" x 38-3/8"
/#9= XO 74" x 50-5/8"
#5