HomeMy WebLinkAboutProduct Approval (3) 77
BCIS Home [ Log In { User Registration Hot Topics { Submit Surcharge ( Stats&Facts { Publications { Contact Us { BCIS Site Map
Florida
�4 .1 lid :Product Approval RECEIVE
USER: Public User
1=1 VnVI
Product Approval Menu>Product or Application Search>Application List JAN ® 2�?�
Search Criteria ST. Lucie County, Permitting
ftiseSearch
Code Version 2017 FL# 16177.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-Applications
FL# Type Manufacturer Validated By Status
FL16177-112 Revision Custom Window Systems Inc. Steven M.Urich,PE Approved
History FL#:FL16177.1 (717)317-8454
Model:SH-8100 PVC Single Hung
Description:SH-8100 PVC Single Hung Impact Resistant window.
Category:Windows
Subcategory:Single Hung
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cop yri ht 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refunt
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records reques
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.139
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with ar
they have one.The emails provided may be used for official communication with the licensee. However email addresses are public record.If yoi
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if yon
under Chapter 455,F.S.,please click here.
Product Approval Accepts:
am im—a LRE;—WR
Credit Calci
BCIS Home [ Log In [ User Registration [ Hot Topics [ Submit Surcharge ( Stats&Facts [ Publications E Contact Us ) SCIS Site Map [
Florida
01,11Product Approval
USER: Public User
111
cM.;_
Product Approval Menu>Product or Application Search>Application List
Search Criteria Refine Search
Code Version 2017 FL# 16177.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-Applications
FL# _Tym Manufacturer Validated By Status
FL16177-R2 Revision Custom Window Systems Inc. Steven M.Urich,PE Approved
History FL#:FL16177.1 (717)317-8454
Model:SH-8100 PVC Single Hung
Description:SH-8100 PVC Single Hung Impact Resistant window.
Category:Windows
Subcategory:Single Hung
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Lopyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility.Statement:: Refunc
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records reques
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.139
Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with ar
they have one.The emails provided may be used for official communication with the licensee. However email addresses are public record.If yoi
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if yof
under Chapter 455,F.S.,please click here.
Product Approval Accepts:
Credit Carr
:Safe
a
« f.
GENERAL NOTES: '�7/7 {�
-77. /
om.
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED � `"
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS
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
2.GLAZING OPTIONS:(SEE SHEET 2)
531/8°MAX.OVERALL FLANGE WIDTH 8100 PVC
51 7/8° MAX.UNIT WIDTH 3.CONFIGURATIONS:"O/X". SINGLE HUNG
47 11/16°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 zINFILTR ¢
—— —— —— ASTM E13 0 04e01TION /pgRESSURE AND GLASS TABLES I— O w O ¢w OQ w
Z W-J❑
Lu ZOZ -zF
63° _ __ _ I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED LL ;;Z W Z
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z=2¢¢w 0 O
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O I—0 fj n¢.=F_FLANGE ¢
HEIGHT ANCHOR CALCULATIONS. z F~-Z)
O z- Z U)
O Z p(7U� oU-
B I B 26 13/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE Q F Z LL2 O U LLZ
GLOSS NOT REQUIRED. > ¢O H H O—
} U L)2
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O o¢�0 w U)w
61 34° I 1 USED AT FIXED MEETING RAIL AND JAMB. d z LL=a 0 O
UNIT O wH0 LLxQ}
HEIGHTF 8.SERIES/MODEL DESIGNATION SH-8100. ¢ x a uj 3 w U)
LL F- a
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: %tillsorr
I I X=OPERABLE SASH,O=FIXED SASH ��0 OREW rT,��
303/16° I I
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
MAX. 267/8° �41J0,•° �' F '•���
SASH `, I GLASS LOCATION. No 58201
HEIGHT X 1 DLO
g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS
6 :-a:. eo
OS Q:• STATE OF :��/
I , 4 I .,.� .� P°'aa
-
V(ytyiill(�11U�•p(��}
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8100 PVC
SINGLE HUNG
IMPACT
z 3: ¢z�
F- OWO Ww00
O ZQz}0�3m
LL Hw�ZE-3:M=
7/8.OVERALL INSULATED GLASS7/8"OVERALL INSULATED GLASS Z z=�¢m W O 0
O OF O�j¢=Fm
1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED 0 Z- I--Z Z F-Z)D-
F--50-
--7/16"AIRSPACE 7/16"AIRSPACE ¢ -Z o ul O O LL Z
>- ¢�:Ow-20-
5/16" LAMINATED GLASS 5/16"LAMINATED GLASS m :2¢}}F-F-F Z
1/8°ANNEALED 1/8"ANNEALED W OW O¢U)0 W U)W
¢ zmww p-jcnl-
.090° PVB INTERLAYER BY DUPONT .090° PVB INTERLAYER BY DUPONT 00 W FZ-0 d X: }
m W m(n
1/8°ANNEALED 1/8"ANNEALED a F- a m a
QUANEX DURASEAL QUANEX DURASEAL
IG SPACER IG SPACER q7 URFECT GLAZE"H°OR SIKAFLEX 552 ,`%``PNpRE6y�T,���,
47 PURFECT GLAZE°H°OR SIKAFLEX 552 �� 9,••O E N°•••
`�JVP•• \
14 1/2°GLASS BITE 1q 1/2"GLASS BITE :* No 5820011
48 48190; STATE OF <44U-
3 0��T���O R lOP'pN=:�,
xZ
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 DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
DWG N: REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 SCALE` SHEET
1:1 20F6
owfflINTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
45 32 27 53 12 38 13 32 32 4 45
8100 PVC
G 70 1 D SINGLE HUNG
LLo IMPACT
45
1 0 ¢ Z O QZop
Z' 2WO fAW
n �e W Z O Z Z F
14 lul o F-W�Z�5�=
32 3 14 54 14 65 66 63 19 4 O O F=-0¢Q W O O
SECTION B-B O v v-i z(L (j)IL
54 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ H z LL 2 z 0 W V
RIGHT SIDE SHOWS SASH SECTION VIEW. ¢ <¢O F F Z z
LD2
W O(n W�OJa)W
14 39 0 WH0 wOcc>-
40
o_ � a Q 0-
7
-
73INTERIOR � r'NOENS'•TGP�'i
1 9 :JVD: F %N'l�
48 No 58201 t L
0t STATE
t`�4 O R
�P'0SS/oNA �,
14 53
65 10
66
6 Z�
3
33 9/22/2017
18 Q O �� -- 9 6 LUCAS A.TURNER,P.E.
2 74
FL PE#58201
73 1239 JABARA AVE.
30
NORTH PORT,FIL 34288
PH.941-380-1574
O SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C
20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET
1:2 30F6
PARTS LIST FRAME CORNER �/�/j�7�
ITEM PART III DESCRIPTION VENDOR MATERIAL � CONSTRUCTION lI fIlICC9�®l`J(l�'(]n
1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl 31/8° �VV(9lllay [IL/(1 ��/J
2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 15/16° WINDOW SYSTEMS
3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 1 I--23/16° OCA A, LTH AVE.
4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl --J—j 3 2 OCALA,FLORIDA 34474
Q WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum 4
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 2 11/16" 1 FEW,
1 5/a"
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum o 1/16 1/16. 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl CORNER WELD
(ALL SIDES) SINGLE HUNG
12 H-6004 Sash Siderrop/Bot.Rail Mikron Vinyl 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 Som.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl Z
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 1/2" 0 Lu 0 Q w 0 p
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 3/16„ 3 w z OJ Z m z rw-
23 H-1699 Reinforcement,SBR Keymark Alum 7/e" 0 Q co y O I m
1 1 u- F-w ZF�g=
24 P-2190 Balance BSI s/16° Z Z=�a¢w O O
25 P-3059 Sash Cam,PVC BSI Plastic � O O H O ¢=I.Q
26 P-3046 Take Out Clip BSI SS Jr7Vj@/,6. 1 5/9 2 1/8° 1/16° U O cn h zG F U aFIXED MEETING RAIL 0 Z—to Z F�U)
27 P-3783 Lock,Im act,PVC Interlock SCREWED TOGETHER WITH Z 0 Z U Uj 0 U—
p 1/16" OUTERFRAME ¢ H—u-:E 0 O LL-Z
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 r ¢3:0 w—=O—
REINF.,IMPACT HOOK-1112 ¢ :E¢ H'~tz Z
30 P-3215 Weep Co1�r w/Flap Geer Plastic Om o�rb OC6
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w CC cn 0 w m w
37 P 3638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a ?=a 0 p a)co
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16° 9/16° — 0 w t 0 w==>i
39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2• 1 1/8° a F o m d
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel o 72 5/16° I riirrrlr
44 P-3342 Seam Sealer,SM-5504 Schnee Tia° is 1 5ns° is %%%�PNDREwr i,�
45 P-3752 Cap Plug,1/2 Hole M&M Nylon 045" 1/16° '%� •••G �•,
47 P-3438 Sikallex 552 or Purfect Glaze"H° Sika/Henkel 1/ts" }_ :JVP:
48 P-3352 Set.Bik.,85 Dur.,1/8°x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 No 58201 t,P
51 P-3881 Temporary Lbl.(NFRC/DP)
52 P-3613 CWS Lbl.(logo) Pro Label 5/8°
53 Sash SEE SHEET2 GLASS tea° 3/4° 1/4° 0�: STATE OF :At
54 Fixed SEE SHEET2 GLASS 3/16 3 s is '4,�Fp%4 O R tpP;����•`
56 P-3281 Spacer Duraseal T 13 15/1}6' Ctl,
1?3 1^ 7/� ,irr ,ONAL �,62 P-3218 Screen Frame,Horiz. Allmetal Alum vis M
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064
64 P-3321 Screen Frame Comer Key Allmetal Plastic
65 1 P-3581 Screen Cloth,18 x 16 Fiberglass Bettenue Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl
67 P-3029 Screen Pull Tab Summit Alum 9/22/2017
68 P-3033 Screen Spring,SS Fl.Screen SS
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum 0 y18= FL PE#58201
72 S-6063 Co%er,Fixed Rail Mikron Vinyl O 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact Hook KeymarkAlum NORTH PORT,FL 34288
74 1 P-3541 1#8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
1 1/2" SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5" 3/16°-1
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 6 L O 70
F' 3" '1 BOM AND EXTRUSIONS
1/16° �
7/"
SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 DWG#: REV.:
CWS-812 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED, SCALE: SHEET
1.2 40F6
(00.0
6"MAX.(TMP.) 17° MAX.O.C.(TMWINDOW SYSTEMSP.) 1900 SW 44TH AVE.
6"MAX.(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2
101/2" I I 8100 PVC
MAX.O.C. SINGLE HUNG
(TYP.)
L IMPACT O INSTALLATION
ANCHOR(TYP.)
I I Q Z ¢Z�
I I F- Ow0 WwF-od
W ZOZ¢ ym_—E
(` w
O m§ 0M3:m
LL F-W
LMMML Z Z=2QQ00
JL: LO OF 06<XF-M
4° (TMP.) I I ❑ Z-U)zZI.-O[
I I Q OZOUSZoV_
A
O
H-u_�00wZ
101/ /\ H a:of 0�
00
MAX.O.C. I13 w�W U30��/)w
(TYP.) d ZSa M0�w
I I O w P 0 M=¢>_
I 4 I a o_ mLLI ea
4° (TYPJ -- -- -- ��•�G4� ..........
cEf,..?Z;!"
4'(TYPO NO ANCHORS REQUIRED IN SILL t° No 58201 °..3
ANCHOR LAYOUT-(FLANGE)
'P% STATE OF ;btu
NOTES: ,���ssy NA11 EN����
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. Z
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.
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 BY: DATE:
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 06/18/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG s: 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: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15
50F6
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT WINDOW SYSTEMS
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1BY OTHERS 1900 SW 44TH AVE.
1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERSWWW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC
BY INSTALLER SEE TABLE 1
INSIDE AND OUT SINGLE HUNG
SEALANT BEHIND C� SEE TABLEIONANCHOR— IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
Q z �: ¢Z3:
F- ❑wO awOpW
Z w--.ow ZOZ CC_zH
o ¢m§}O=hm
VBYINSTALLER
METER SEALANT LL 1,-W Z I-�g T
Z Z=M¢¢WOO
INSTALLATION ANCHOR E AND OUT O O OZaFaSEE TABLE 1 ANT BEHIND O Z C7 --=)O-
_Z
Z FD U)
FLANGE BY INSTALLER Q O_Z O c/1 Z o V U
> Q�pw_O=OLL Z
CONTINUOUS DOUBLE 3/16°BEADS OF B HORIZONTAL SECTION Q Q< F-1--
Z cd
U1600 SEALANT AROUND 6 TYPICALJAMB ANCHORAGE W O m�O w co w
PERIMETER AT ALL INDICATED POINTS 1L z co w O_j cn
BETWEEN FRAME AND BUCK BY INSTALLER. d =D- aC O�co
OwF_0 n.X:
1/4"MAX.SHIM d H d It a
SEALANT BEHIND
FLANGE BY INSTALLER
0,go
.....gF G
PERIMETER SEALANT :�GPy•v�0 E N �Qti•�'
BY INSTALLER MIN.EMBEDMENT No 58201 "his y
INSIDE AND OUT SEE TABLE 1
SUBSTRATE BY OTHERS—// �90� STATE OF :mow:
SEE TABLE 1 ���iS•(0
MIN.EDGE DIS
T.
\ SEE TABLE 1 '�i,� /0
�A 1 VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-112" 1.1/8" PERIMETER SEALANT 1239 JABARA AVE.
BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT
K`C� HORIZONTAL SECTION PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON V. 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
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
2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8"
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR IiW 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 N: REV.:
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 C
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6 OF 6