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10. Product Approval
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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-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.-Copy 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 yo
under Chapter 455,F.S.,please click here.
Product Approval Accepts:
=0 [4�IiEti M
Credit Cara
RECEIVE® Safe
JAN 0 12020
ST. Lucie County, Permitting
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BCIS Home ( Log In ( User Registration ( Hot Topics Submit Surcharge ( Stats&Facts ( Publications k Contact Us ( BCIS Site Map
rbrida.
b. `Product Approval
USER: Public User
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# Type Manufacturer Validated By Status
FL16177-112 Revision Custom Window Systems Inc. Steven M.Urich,PE Approved
Histo!y, 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.copyright 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 yo
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if yo
under Chapter 455,F.S.,please click here.
Product Approval Accepts:
:./ m®rg 0
Gredlt Card
;Safe
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GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED C���'�m
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
3.CONFIGURATIONS:"O/X".
5178°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
INFILTRATION TEST PRESSURE AND GLASS TABLES o w U)w OD 0
-- -- -- 71 ASTM E-1300-04e01/09. z w-1 2
Ill z0 ¢�z~
Fn
63" _ __ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL P W Z��2
a.
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z Z x 2¢¢w O
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O I-O Ci¢x O¢
FLANGEHEIGHT ANCHOR CALCULATIONS. 0 Z-?Z Z co
O Z p002j xU-
B B26 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ F-Z LL g z0 O LL z
GLASS 6 NOT REQUIRED. ¢ <¢0 1w-1--m 0 z
DLO
¢¢
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w 0 0¢ui o w LD w
MAX4" I 1 USED AT FIXED MEETING RAIL AND JAMB. C Z=nw. ¢JO U)�
UNIT O wt-0 axQ}
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. a Fx- CC ¢3:w
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: tlulliiyi
X=OPERABLE SASH,O=FIXED SASH ,``�%0 go RE by������
303116° I IGENS°•.,Q'y�
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR V \ F 2
MAX. 26 7/8° J• Cr
LOCATION.
SASH `, I GLASS Z�t No 58201 :1S
HEIGHT X I DLO p`*: S
B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. it -
6
O X90
6 OR
; STATE OF
4
I I ����F •� 10P�\,O
00
LucasTurne
6 A r
451/16° 2017-09-22 Y7
GLASS DLO 13:36-04:00
4a 3/a° 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
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE RATING IMPACT RATING DWG N: REV.:
SECTION VIEWS.................................3
EXTRUSIONS&B.O.M.........................4 CWS-812 C
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE:
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8100 PVC
SINGLE HUNG
IMPACT
— 3 <Z?:
0o cowoo
Z WJ❑ < 0W
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WHWZF-�22
7/6°OVERALL INSULATED GLASS 7/6"OVERALL INSULATED GLASS Z z=2iQ=w O O
O 0E-0d<=i-fpc
1/8°ANNEALED OR TEMPERED 1/6°ANNEALED OR TEMPERED 00 z U)U)Z Z~
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7/16°AIRSPACE 7/16°AIRSPACE ¢ 001
Z U w Z=U U
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5/16°LAMINATED GLASS 5/16°LAMINATED GLASS Q 2 Q F-F t O-
Z
cc al:1/8"ANNEALED 1/8°ANNEALED W_ Ow ¢m 0 w m W
¢ Zia OJ�H
.090° PVB INTERLAYER BY DUPONT .090°PVB INTERLAYER BY DUPONT a0 w H O a O= }
1/8"ANNEALED 1/8°ANNEALED d 1- a_ Q 1: m �'a
QUANEX DURASEAL QUANEX DURASEAL
pfnnrr
IG SPACER IG SPACER ,�%%N�"DREW
47 PURFECT GLAZE°H°OR SIKAFLEX 552 47 PURFECT GLAZE°H"OR SIKAFLEX 552 mos 1° �OENSF
Ci
No 58201 °t 7
14 1/2"GLASS BITE14 1/2"GLASS BITE
48 48 X90;
STATE OF �41V
<O R IID P'C'+N���,
S �
71 12 'fit
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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#: REV.:
CWS-812 C
SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET
1:1 2 OF 6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
45 32 7 53 12 38 13 32 32 4 45
8100 PVC
70 _ D SINGLE HUNG
o IMPACT
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RIGHT SIDE SHOWS SASH SECTION VIEW. }o ¢Q I.-F- Z z
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18 •2� 6 LUCAS A.TURNER,P.E.
2 74
FL PE#58201
73 1239 JABARA AVE.
30
NORTH PORT, 34288
PH.941-380-1-1 574
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 �1
REM PART# DESCRIPTION VENDOR MATERIAL CONSTRUCTION f f rlllCCa�®rjMl'
1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl 3 V8 -{ V-(9a L/Ul1•
2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl I 1 15/16° WINDOW SYSTEMS
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1 f--23/16" 1900 SW 44TH AVE.
4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl 2 e OCALA,FLORIDA 34474
3 WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum 4 I� 10 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16" 15/8,
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16° 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl O L U 1/16" CORNER WELD
(ALL SIDES) SINGLE HUNG
12 H-6004 ISash Side/Top/Bot.Rall 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 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl ¢ Z ¢z
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron VinylU)w o 0
1 1/2° ❑w 0
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 z w-j❑ ¢ Z w
1 3/16" WZOZ IL--
❑ 3
23 H-1699 Reinforcement,SBR Keymark Alum 7/e° 1 71 u. �U 0¢w Z 1--3:�m
24 P-2190 Balance BSI 9/16Trl
25 P-3059 Sash Cam,PVC BSI Plastic O O r O¢¢w 0 O
EL rL
26 P-3046 Take Out Clip BSI SS } 1/16, 1 5/8" 2 1/8° 1/16 FIXED MEETING RAIL ❑ Z-So Z Z j a)27 P-3783 Lock,Impact,PVC Interlock 1 I SCREWED TOGETHER WITH z 0 L7 0 of Z-Sb-
2O
U 1/16° OUTERFRAME ¢ F. LL�O LL Z
rE
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 >- ¢3:0 w-=0_
30 P-3215 Weep Cover w/Flap Geer Plastic REINF.,IMPACT HOOK-1112 ¢ �¢}F-U H z Uj
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w OC-
❑M v}7 o w O w
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel ¢ Z Ln d 0-1 rn I-
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/1s° 9/16" O w P 0 w cc Oz cc>-
39 P-4051 W #8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2• 1 1!811 � 1 a. F- a Ir}'o-
40 P-4264W #8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 I 5116
puutn
44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" F1 18 1 5/16" 1s `����`PNpREWr p�
45 P-3752 Cap Plug,1/2"Hole MSM Nylon L 1/16• 045° T 111 s° ��`Q5:.pENs'•�Q�4,
47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 1/16' ``JV;'y �c '•.y�'y
48 P-3352 Set.Blk.,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 Z- No SS201 t:
51 P-3881 Temporary Lbl.(NFRC/DP)
52 P-3613 CWS Lbl.(logo) Pro Label �q. 5/8° 1!4" G9 STATE OF
53 Sash SEE SHEET GLASS 3116.
/16 34• R O . •��
54 Fixed SEE SHEET 2 GLASS T-+-"-j'@ +— 3 9 }— 14 4,�E`S'•.<,O R 1QP�����
56 P-3281 Spacer DUraSeal 15/1 s° 1/1g• '� 1/1 s• 7/8°
62 P3218 Screen Frame,Horiz. Allmetal Alum L
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064
64 P3321 Screen Frame Comer Key Allmetal Plastic
65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass
66 P3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl 7
67 P3029 Screen Pull Tab Summit Alum
68 P-3033 Screen Spring,SS FI.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 3/18• FL PE#58201
72 S-6063 Cover,Fixed Rail Mikron Vinyl 0 1239 JABARA AVE.
73 S-1112 Reinforcement,Impact HookKByrn k Alum NORTH PORT,FL 34288
74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
1 35116j 1/2" SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5. 3/16
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 6 3' BOM BOM AND EXTRUSIONS
7/ 1/16° r� 70
T-
SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 DWG if: REV.:
CWS-812 C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 40F6
6°MAX.(TYP.) 17°MAX.O.C.(TYP.) WINDOW SYSTEMS
1900 SW 44TH AVE.
6°MAX.(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2
8100 PVC
MAX.O.C. I I SINGLE HUNG
(TYP-)
J— O INSTALLATION IMPACT
ANCHOR(TYP.)
I I Q Z o T W O 17
I I z W W Q p
Z W-10
W ZOZ ¢�zF"
o Qm§y0a?:m
--- `MTG RAIL Q Q F Q<M W Q QO
4°(TYPJJ� 0 Z-23ZZ~ja)
Z 00:) �U-
1 I ¢ F-ZLL2ZQOLLZ
Q Q� W s0_
v Q mm wo ZUi
101/2° ^ W Q 0 W>-O W O W
MAX.O .C. LL w
(TYP.) (L -Cc Z Q O�co
Q WF-¢ W=W�
a I=- °- Q�a
LI Apu�upi�
(TYP-)
,�5 P<`10REW TGii
4" (TYP.) NO ANCHORS REQUIRED IN SILL Z–:• No 58201
ANCHOR LAYOUT-(FLANGE)
0: STATE OF :'4/
NOTES: SS++ONA%_>
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. 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:
BAT 06/18/12
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#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
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 5 OF 6
TYPICAL HEAD ANCHORAGE (cuagom.0
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 OTHERS 1 MIN.EMBEDMENT W W W.CWS.CC
SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 o MIN.EDGE DIST.
BY INSTALLER SEE TABLE 1 8100 PVC
INSIDE AND OUT INSTALLATIONSINGLE HUNG
SEALANT BEHIND
O SEETABLEIANCHOR IMPACT
FLANGE BY INSTALLER 1/4'MAX.SHIM
4 z3 QZ�
1- m w p W r w O 6
W ZOZ ME:-L
0 Qm§}OQ3ro
PERIMETER SEALANT u- F w Z H 3.2 E
BY INSTALLER Z Z=�a w w p 0
INSTALLATION ANCHOR INSIDE AND OUT O O F-O z d FI-
SEE TABLE 1 SEALANT BEHIND 0 z-j-Z I-��
FLANGE BY INSTALLER ¢ O Z U w Z O p p
H-wm00wZ
>- ¢� w-x0
CONTINUOUS DOUBLE 3/16'BEADS OF HORIZONTAL SECTION Q �¢O}�U H Z Uj
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE w O O 0 >-ri)o w w
JPERIMETER AT ALL INDICATED POINTS ¢ z u7 w p u7(-
BETWEEN FRAME AND BUCK BY INSTALLER. a. 2 d IL O�co
O wH ¢ w=w�
1/4"MAX.SHIM d H m I d
SEALANT BEHIND
FLANGE BY INSTALLER 0 % ORE
F7 ,, r
FF
pf rrrrr
rr
`��.y p,N W
PERIMETER SEALANT '
BY INSTALLER MIN.EMBEDMENT `moo
SEE TABLE 1
v No 58201 t 1S
INSIDE AND OUT
=*: * *=
SUBSTRATE BY OTHERS--/ y.0 ..NATE OF
SEE TABLE 1 4��(O'-.4 O R lR
MIN.EDGE DIST.
/ SEE TABLE 1 40 '�irrsfp�j p list""EN����
VERTICAL SECTION fl
6 TYPICAL SILL ANCHORAGE if
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
PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3/16"RW TAPCON 1-1/2° 1-1/8" BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT
ION PH.941-380-1574
CONCRETE 2.85 KSI MIN. 3/16"ELCO ULTRACON 1° 1" �� BORIZONTALSECTLA
( ) 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) 1-3/6" 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:
BAT 06/18/12
(3 GAUGE LD MI")MIN.STEEL STUD TEKS HILT-KWIK-FLEXOR W FULL THREAD 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 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
12 6OF6