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OCT � 4 2018
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ST. Lucie Ebbht 00-MMI
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.Cop fight 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 pdblic 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:
im Ek zr,
Credit Card
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BCIS Home I Lag In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map 1 Links I Search I
Florida
21 Product Approval
LSER:Public User
Product Approval Menu>Product or Apylication Search>Application List
P t
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-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.Copright 2007-2013 State of Florida.::Privacy 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 mall.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:
Credit Card
Safe
GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACT '
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
0
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 PUC
51 7/8" MAX.UNIT WIDTH 3.CONFIGURATIONS:"O/X". SINGLE HUNG
4711/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1 300-0401/09.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER z ¢ 2f
INFILTRATION TEST PRESSURE AND GLASS.TABLES w O ¢k O w
- -- -- ASTM E-1300-04e01/09. z w-i
w z0? ¢-�1-
63" _ __ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL F W z F
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z= ¢¢w O p
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 00 00 F-OF U a=�CC
FLANGE ANCHOR CALCULATIONS. ❑ z m z z F D�
HEIGHT z p � -5 O-
B o I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ H Z U-20
O w z
I GLOSS NOT REQUIRED. >- ¢ p w-=O-
61 3/4° I I 7 USED AT FIXEDFRAMES NMEETING RAIL AND JAMB,D VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ww Ow�w U)pp w U)w
MAX. a S a CC O �n
UNIT __ O w F_0 0-T
HEIGHT - 8.SERIES/MODEL DESIGNATION SH-8100. ¢ _ ¢ w�w(1)a r a Ir a
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 01111rrerrr
I I X=OPERABLE SASH,O=FIXED SASH %%v CREW
30 3/16" I I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR GPS'.-VBG ENg %-p""
MAX. 26 7/8" �.J: •�1.
SASH `, I GLASS LOCATION. +�S No 582Q1 '•'Si
HEIGHT X I DLO *t
B 11.EXTERNAL WEEP SLOT 1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS.
C9 STATE OF
FOR
�n.`
LucasTurne
s A r
45 1/16" 2017-09-22
GLASS°`° 13:36-04:00
48 3/6" 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 BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG#: REV.:
SECTION VIEWS.................................3 RATING
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
L y ,
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.CwS.CC
8100 PVC
SINGLE HUNG
IMPACT
J
g' z 0p
P n W O cnwO
Z WJE
W
- W ZOZ CC-zF-
0 IF¢�WZO3:22
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS O OHO¢ir Q W 0 0
Z ~
1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED 0 Z-U) Z .Z7 U)
7/16"AIRSPACE 7/16"AIRSPACE ¢ ?LL 2 ZO p W z
r ¢� w 20_
5/16" LAMINATED GLASS 5/16" LAMINATED GLASS Q w Q �U!=Z Uj
1/8°ANNEALED 1/8"ANNEALED W OW c)x U)0 w O w
¢ .zea OJ(nF
.090" PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 00 W Fz-0 Cl:1:Q
1/8"ANNEALED1/8"ANNEALED F- D- OC
QUANEX DURASEAL 11FQUANEX DURASEAL "llillff"
IG SPACER IG SPACERq7 URFECT GLAZE"H"OR SIKAFLEX 552 ,��d��1t`1D......
47 PURFECT GLAZE"H°OR SIKAFLEX 552 �OGpG;.�.O ENS�.,�Q2�,�
— � No 58201
14 1/2"GLASS BITE 14 A 1/2°GLASS BITE
48, qe X93: STATE OF :�<U
�l :,ST�.��O R 1
12 '�isSf0......
Z✓—
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 2OF6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
45 3 7 53 12 38 13 32 32 4 45
8100 PVC
0 70 _ SINGLE HUNG
o IMPACT
2.5
45
1 D O Q Z 4zo
O W O Q W O W
Z WJE
a o o Z0Z>-poem
14 3 e Z Z2�<CcLLJ000
3 14 54 14 65 66 63 19 4 O O H O V Q= p_
SECTION B-13 o z�'wzZ~-Z)ran
Z C) �O-
5a NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, a H z U)z 0 u U
RIGHT SIDE SHOWS SASH SECTION VIEW. <¢O Lu-F 0 z
z
w �0wm0Lu Lu
(A W O J lA F-
14. 39 O WF"� WO¢�
40
a � Cc ¢ Lu
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7
71 32 INTERIOR DIRE
9
48 No 58201 '.�
0STATE OF J 4U
14
65 10
66
6 32 "n,r
32 3 9/22/2017
18 6 LUCAS A.TURNER,P.E.
2 74 FL PE#58201
73 1239 JABARA AVE.
30
�oNORTH PORT, 34288
PH.941-380-1-1 574
0 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 Dug �d��
ITEM PART# DESCRIPTION VENDOR MATERIAL CONSTRUCTION ,1( TIl1CN7�® j'L/�{/�
1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl 31/8" VC�OW4 TEM Ill/,��✓I/I
2 H�031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 15/ts" WINDOW SYSTEMS
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1 �231s" OCA A, LTH AVE.
2 WWW. FLORIDA 34474
4 H�031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl Q 3 � � � g WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum 10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 2 11116" 4 1 5/8" q 1 5/8"
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/1s^ 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl O 1/16" CORNER WELD
(ALL SIDES) SINGLE HUNG
12 H-6004 Sash Side/Top/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 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl Z ¢
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 112" � ❑W O m w 0 p
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 Z w-j o ¢r-Z w
13/16" .W ZOZ ¢--1--
23 H-1699 Reinforcement,SBR Keymark Alum 7/8" o ¢co Y O¢ m
24 P-2190 Balance BSI 9/16 1 1 z z1:2¢¢w 0=O
25 P-3059 Sash Cam,PVC BSI Plastic 3 O O CO O Lj nQ=I ¢
1 5/8" 21/ 1/16" Z P W 0-
26 P-3046 Take Out Clip BSI SS 1/16„ FIXED MEETING RAIL p Z-W-Z F.O m
27 P-3783 Lack,Impact,PVC Interlock SCREWED TOGETHER WITH Z O Z O uj Z Z)U-
1/16" OUTERFRAME 4 F--LL 2 O O LL z
28 P-4069 Keeper,Impact,PVC Interlock ZamacH 1:8 > ¢�:O w-M O-
REINF.,IMPACT HOOK-1112 ¢ �Q �~~Z
30 P-3215 Weep Cover w/Flap Geer Plastic F ¢Ic }?�0 m
32 P-3429.Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 LLI LO 0¢m 0 w m w
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a Z=a Q 0�U)
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel -15/16 9/16" 0 W~0 w=Cc cp
39 P-4051 W #8 x 1.250 Ph FH TEK,Wht. Hub City Steel t/2" t 1/8" �'a
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 2 5116
44 P-3342 Seam Sealer,SM-5504 Schnee 7/8° `-^18 1 5/16° 19 �%0 iADRE4y "t
45 P-3752 Cap Plug,1/2"Hole M&M Nylon 045" 1/16° ��•�5 ..........
47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel
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 :� No 58201 :0-
51 P-3881 Temporary Lbl.(NFRC/DP)
52 P-3613 CWS Lbl.(logo) Pro Label 5/8" - roe rc�
53 Sash SEE SHEET GLASS 3/4" 3/4° t/ - G90t•• STATE OF�:�tu
54 Fixed SEE SHEET SHEET GLASS 3/is" 3 14 ���T�;��O R1--*�L ,.
56 P-3281 Spacer Duraseal -�- 13 15111 6" 1/16° 11" 1/16" 7/ ,,��ss10NA; �����
62 P-3218 Screen Frame,Horiz. Allmetal Alum 1/1 s" I �—I�
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 -P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl r
67 P-3029 Screen Pull Tab Summit Alum 9/22/2017
68 P-3033 Screen Spring,SS FI.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 3/18" FL PE#58201
72 S-6063 Cover,Fixed Rail Mikron Vinyl O 1239.JABARA AVE.
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
1 5/16" 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 F' 3" '1 BOM AND EXTRUSIONS
7/8 - 1/16, -TQ 70
T-
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
6°MAX.(TYP.) 17° MAX.O.C.(TYP.)
WINDOW SYSTEMS
1900 SW 44TH AVE.
6°MAX.(TYP.) OCALA,FLORIDA 34474
[Fr-- -- -- WWW.CWS.CC
I SEE NOTE 2
101/2° I 1 8100 PVC
MAX.O.C. SINGLE HUNG
(TYP.)
�- O INSTALLATION IMPACT
ANCHOR(TYP.)
I I Q Z ?� ¢Zo
I I Z W10 aw,W
w ZOZ D-r-?,w
9 ;fw§�1.0¢�m
T __-q.TG RAIL Z Z=:E¢=w Op
L O 01--0 ¢_�_
_J UI F-Z n_F U)0-
4" (TYP.) U U I I 0 Z-(n-Z F•�U)
- z 0(D::) UU-
F-zwgpOwZ
2¢OFF-Fp-
z
101/2" w OoI->'ow9w
MAX.O.C. w U w
Cc Z IL
p-1toF
(TYP.) I I p w I=-0 W O=¢y
a. Cc a.
punuur
4°(TYP.) -- -- -- %���E.DIOREW rTGi�i
4° (TYPO NO ANCHORS REQUIRED IN SILL t No 58201 °:moi)
ANCHOR LAYOUT-(FLANGE)
STATE
40 R
NOTES: q�sS��te NAiti�
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:
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. 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 It: 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/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET
1:15 5 OF 6
1 da
TYPICAL HEAD ANCHORAGE V-(yjypv�® •�J(��"
MIN.EMBEDMENT WINDOW SYSTEMS
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS W W W.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 00 MIN.EDGE DIST. 8100 PVC
BYNSTALLER SEE TABLE 1
INSIDE AND OUT SINGLE HUNG
SEALANT BEHIND O SEE TABLEIONANCHOR IMPACT
FLANGE BY INSTALLER 1/4'MAX.SHIM
Q Z -3: Qz�
H ❑w0 Owoo
Z w J❑
❑ z o z O w Z m
PERIMETER SEALANT LL Fa-w Z H�:M E
BY INSTALLER Z Z=�a=w 0 0
O O
INSTALLATION ANCHOR INSIDE AND OUT cn O z 0-F d
SEE TABLE 1 SEALANT BEHIND ❑ Z � Z I-Z)U
_ FLANGE BY INSTALLER Q O Z U U Z�U U
LL I= LL
} ¢?: w-=O
CONTINUOUS DOUBLE 3/16"BEADS OF / B 1 HORIZONTAL SECTION ¢ U U F-Z Uj
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE W 0❑ >-�w O w
PERIMETER AT ALL INDICATED POINTS ¢ Z U W O.�U F-
BETWEEN FRAME AND BUCK BY INSTALLER. d =O_ ¢0 g U
O wF-0 (L >_
1/4"MAX.SHIM a F- w ¢�'a
SEALANT BEHIND
FLANGE BY INSTALLER
PERIMETER SEALANT
BY INSTALLER MIN.EMBEDMENT
ISEE TABLE 1 No
INSIDE AND OUT 58201 S
;jrz
SUBSTRATE BY OTHERS y90�••.STATE OP =4u
SEE TABLE 1N
SMIN.EDGE EE TABLE �(C O R l ID
DIST. 00 ,���SS�OftJA�� ��,`
q_ -VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE u
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 1-1/2" 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 OUTHORIZONTAL SECTION PH.941-380-1574
C
CONCRETE(2.85 KSI MIN.) 3/.16"ELCO ULTRACON 1" 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) 1-318" 7/8"
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY-OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 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 #10-1TEKS EL71 KWIK-FLEXOR W FULL THREAD 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG Ir: 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 5SELF-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 60F6