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FL# FL16736-R2
Application Type Revision SEP 17 2018
Code Version 2017
Application Status Approved ST. Lucie County, Permitting
Comments
Archived O
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@cws.cc
e
Technical Representative ]ay Lathrop rI--- ILCOP� Y-,
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monieverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
E, Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R2 COI EvalReport871C.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/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
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8oblp/p2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXAp/o3d%3d 1/2
1/4/2018 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
FL# Model,Number or Name Description
16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 R2 II CWS-871C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other: Large Missile,74"x 63",DP+/-60 psf. Outer lite in FL16736 R2 AE EvalReport871C.pdf
I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes
Glass complies to ASTM E1300-04.
16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 111"x 63",XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 R2 iI CWS-869C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 111"x 63",DP+/-60 psf. Outer lite in FL16736 R2 AE EvalReport869C.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party:Yes
Glass complies to ASTM E1300-04.
Back Rlext
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 b=e_.
Product Approval Accepts:
Mr W9 ® echixY. M
F
j 'Safe
https:/Avww.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu8oblg/o2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 2/2
URNER1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 869C
September 7,2017
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),
XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems,Inc. 1900 SW 44t'Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6t'
Edition(2017)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,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-869C, signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3887-3,-3A, -4,and 4A,by National Certified Testing Laboratories,
Orlando, FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203
`94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-869C, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-869C.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-869C
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• In the operable sash,requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-
1117.02t,and in the fixed glass requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade
N.O.A. 14-0916.11t
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10t
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 6t'Ed. (2017)Florida Building Code for use in this
product.
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
we,
Lucas - No 58201 .��t� 9/07/2017
TurnerP. s
*z Lucas A. Turner P.E.
2017-09-16 FL PE #58201
.•" '. awl: OF ,
09:27+20:00 '�,' �. t .. •�'
GENERAL NOTES: aagC4lS m
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1800 SW 44TH AVE.
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 S E.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED W ALA,FLORIDAFL RI34474
IN ASTM E 1996 PER THE FBC.
CC
2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC
3.CONFIGURATIONS:-OX°,"XO". HORZ.SLIDER
1121/4°MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
111"MAX.UNIT WIDTH GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER Z a Z p
4915/16° 24 518' ASTM INFILTRATION3 0 04e0 jpgRESSURE AND GLASS TABLES Z W w O❑ ,Iw-❑W
GLASS DLO GLASS DLO w Z O Z Ir-Z F-
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED ❑ ¢co Z O D:3 m
U- I-wo2
ZZ=I-O a
-- -- - -- - -- DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O I-O V =O
U U m 1--
ANCHOR CALCULATIONS. zz❑ Zo j?Z 5❑y
6 OZUNZOIUi.V
641/4• it i I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT 1=-V_co O Z
MAX. REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT 3:O F-H O_
OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT F D'g�y j-O y
FLANGE B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w ,❑w ❑w y w
HEIGHT FLYING DEBRIS. a Z S CL U)F_
O wl-O (-x }
63' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT W _ X w a)
MAX i " GLASS
6• O I �/ USED AT FIXED MEETING RAIL AND HEAD/SILL. D ~ o 3 a
UNIT x GLASS I 561/4"
HEIGHT DLO D D GLASS
B DLO 8.SERIES/MODEL DESIGNATION HS 8200. 40 ....N'w
9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: SF'•,L��
59 9/16• 6 Z J-f •to
O X=OPERABLE SASH,0=FIXED SASH per.. No 58201 t 71
MAX
SASH
HEIGHT i i 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR '*'
i I i D LOCATION.
I 6 �9Q STATE OF •::w
CL 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4'FROM BOTH ENDS. tpP:
�?-- - A- C - A - -- ............
MAI Eit%
2715/16• 6
MAX.SASH WIDTH
LucasTurne
r �Z
2017-09-22 9/22/2017
13:54-04:00 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
GENERAL NOTES&ELEVATIONS...........1 DRAWN BY: DATE:
GLAZING DETAILS.....................................2TEF 10/11/13
SECTION VIEWS&GLAZING DETAILS....3 MAX. UNITS IZEDESIGN PRESSURE RATING IMPACT RATING DWG REV.:
EXTRUSIONS&B.O.M...............................4 �� �� CWS-869 C
ANCHOR SCHEDULE&NOTES................5 111"x63" +/-60 PSF LARGE MISSILE IMPACT
INSTALLATION DETAILS...........................6 SCALE: SHEET
1:20 1 OF 6
(aa2zm.m
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8200 PVC
7/8°OVERALL HORZ.SLIDER
3116'ANNEALED OR TEMPEREDIMPACT
7/8'OVERALL
1/4"AIR SPACE 1/8"ANNEALED OR TEMPERED Q Z 3 <z3:
7/16"LAMI318'AIRSPACE Z Ww O <w❑W
3/16°ANNEALED w Z O 2 ix F
5/16"LAMI ❑ R w >-0 W a i
LL rw�zl-3 =
.090 SENTRY GLASS TONOPLAST INTERLAYER 1/8'ANNEALED O O F=-O<Q W O O
3116°ANNEALED .090 DUPONT PVB INTERLAYER V U—U)Z D-F�a
❑ Z—� ?Ff)fA
QUANEX DURASEAL
9 PURFECT GLAZE"H' 1/8'ANNEALED } Q 3 O W z0=0 Z
IG SPACER SIKAFLEX 552 Q Q j O C6
QUANEX DURAiM
PURFECT GLAZE°H' W OW❑ N❑w U)W
IG SPACER9 SIKAFLEX 552 a ?=a w p�w
11 112'GLASS BETE O W F 0 W x
Dom. a Xaa
30
Q Q 1/2'GLASS BRE ,0,101uis"ll
.`��� PNDRE W T�i��y
30
Is N
Zi' No 58201 •��¢
1 -O•.�cTATE OF :Al=
�i��4 2O A ENC?��
- O GLASS TYPE B
SASH GLASS
LASS TYPE A
FIXED GLASS
GS
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:
TEF 10/11/13
DWG#: REV.:
SETTING BLOCKS PER FBG 2411.3.3.1 CWS-869 C
SCALE: SHEET
1:1 2 OF 6
INTERIOR 2 5 3 4 Q1990"
WINDOW SYSTEMS
1 19 or 49 0 15 1 13 4 45 3 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
ao 8200 PVC
Fin
HORZ.SLIDER
IMPACT
0 - 0 - 0Z3QZRr
F- OUJO W FW 0O
11 8 3 2 5 6 1 18 8 1 SECTION VIEW D-D a a u0)3}Ota'3 m
JAMB ROTARY LOCKS z z z Z~3'2=
O OHO(j�=OM
JAMB ROTARY LOCKS: U U v) Z a~v)a
40 -
MAY BE SUBSTITUTED FOR JAMB Z Z001-Z�O- co
SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. Q Z L)(D Z 0 LL U
1 p REQUIRED ON FIN UNITS. <3 0 w-H 0 z
z
4W 00 �aW(nW
3
LL 0-1 co
a
46 w =~a w3W�
31-37 (( a a
18 rUl ,01auuup"I,'
16 ���� pVIOREW
11 50 `lcl,
14 t No SB201 '�?)
HEAD IMPACT HOOK(TYP.)
MIDSPAN OF SASHES
8 (ITEMS 44&46) D S
got STATE OF ,kr
INTERIOR ����SSiONp�E�P��`
I I
_ I
JAMB IMPACT HOOKS(ITEM 42) y�J
OR ROTARY LOCKS(ITEM 23)
14 LOCATED AT THIRD POINTS.
9/22/2017
I NOTES:
6 7 -EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E.
18 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201
-ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE.
9 7 JAMBS OF FIN UNITS. NORTH PORT,FL 34288
q
PH.941-380-1574
I SHEET DESCRIPTION:
10 I I
p p SECTION VIEWS
1
Q —-- -- DRAWN BY: DATE:
TEF 10/11/13
SECTION VIEW A-A HEAD IMPACT HOOK AND
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS DWG#: REV.:
1:20 CWS-869 C
SECTION VIEW C-C scALE: SHEET
ALTERNATE FIN FRAME 1:2
30F6
PARTS LIST 31/8^ CORNER CONSTRUCTION (C���D�
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8"
1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC 31/8" kk WINDOW SYSTEMS
2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 1 4 2 1900 SW 44TH AVE.
3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVCOCALA,FLORIDA 34474
5 P-4638 #8 x 2 1/2"Ph Mod Truss Type A TE 2 11/16° 1/16° 3 9/16° 17/8" 1/16°
Ajax Steel 1/16" WWW.CWS.CC
O �
6 P-3342 Seam Sealer,SM-5504 Schnee Silicone 0
CORNER WELD
7 S-1776 lRollerTrack Keymark AlumL (ALL SIDES) 8200 PVC
8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC I"IORZ.SLIDER
9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681 IMPACT
10 P-4479 Weep Cover w/Flap M&M Nylon PVC FRAME FIN 6048
B
11 S-6064 Glazing Bead Mikron PVC
12 H-6050 Sash Meeting Rail,PVC Mikron PVC (~23/16" —1 15116-1 13/16""{ 23/16" 5 p W O ¢w o 0
13 H-6051 Sash Pull Rail,PVC Mikron PVC 1 I 14 TT 3 w Z O Z X Z F
14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC 1 518° 1 518• q 13 1 5/8' r 1516" LL H W O 3 2
Z Z:cN w00
15 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1116° 1 q 1/16" �q 1/16" L 116° 2 O 01--06
J� _
U 0 aPrnc-
16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum 0 Z-j Z Z F-�Co
17 H-1699 Reintoroement,Sash Pull Rail Keymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 Q O Z V 2 Z O IUi U
18 P-3429 Wst .,0.270 x.187 back FinSeal,G Uftrafab FIXED MEETING RAIL } Q—0 w O=O Z
p 3/16" SCREW EDTOGETHER WITH F H F Z
19 P-3783 Lock,Impact,PVC Interlock OUTERFRAME 0_��}O-O,6
20 P-4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel 0 1'e Z a O w Co 1W-
21 P-4069 Keeper,Impact,PVC Interlock 5TWO,
0 w 0 w=
22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel 6^ I �4"�"1 a ~ a- w�a
23 P-4958 Rotary Lock Interlock 1 5/16" 15 ,T ,F/� 1 1`tINJI0f
24 P-4633 8-32 x 1/2°Barrel Fastener Interlock 7/e" 48 L 116^ 15/16° I .I 1116• ����PNOREW+T
25 P-4952 Keeper,Rotary Lock Interlock 1/16" SASH MTG.RAIL-1497 -�--II�� `N.Gq`'�•.��0 ENSF
26 P-4779 lRoller,Tandem M&M Nylon PLAN VIEW-1999 SASH REINF.-1699 No 56201 *":
HEAD IMPACT HOOK-1999
27 P-3541 #8 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel 314"
7/16" 1 1/4'
28 .GLASS SEE SHEET CARDINAL GLASS Ss 3/16" 3116"�
29 Purfect
or Sikaflex 552
ika
ilicone
30 P-3028 Set. kaze.,,I 5 Dur•,1/8"x 7/8°x 2' Lg. Frank LSowe SRubberr O 6• _I 11166 1116" 'Oi5o R;OP
31 P-3218 Screen Frame Allmetal RollFonn T 5/8-_ _I�,, S.B.R./S.S.R.-1498 ROLLER TRACK-1776
32 P-4754 Screen Comer Key Allmetal Nylon 5/"�j'����1/116�°
1/4;jj
33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 11 f 7/8"1
34 P-3029 Screen Pull tab Summit 1 7/8" I
35 P-3033 Screen Spring Fla.Spring SS 0 3/16" - 9/16 43
36 P-3228 Screen Spline Dapa Q PVC GLAZEBEAD-6064 L 1/16• 9/22/2017
37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E.
40 P-3113 Screw Support,PVC Team Plastics Rubber FL PE#58201
41 P-3752 Cap Plug,1/2°Hole M&M Nylon 15/16• 3I8^�15/16 1239 JABARAAVE.
42 S-1577 Impact Hock,Frame,Jamb Keymark Alum 4 NORTH PORT,FL 34288
718• 1/16" PH.941-380-1574
43 S-1112 Reinforcement,Head,Jamb Keymark Alum } 1/16" PVC SCREEN CATCH-6013 SHEET DESCRIPTION:
44 S-2000 Impact Channel,Sash Keymark Alum PVC ANTI-LIFT-6005
PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1577 BOM AND EXTRUSIONS
45 P-3748 #6 XS/8 Ph FH TEK,Znc,Painted Ajax Steel 1 1/g•-{
46 S-1999 Impact Hook,Frame,Head Keymark Alum 3/16"-L a"� I--1-1/2^ 5/18°�
DRAWN BY: DATE:
47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC I I 9
1/16^ TEF 10/11/13
48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC r 40 �
T SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG#: REV.:
49 P-5250 Lack,Impact,PVC,w/Flipper Interlock CWS-869 C
50 1 P-4730 1#8 x 1/2"Ph Mod Truss TEK Fastenal I Steel LINE ITEMS NOT USED: SCALE: SHEET
14,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2
40F6
CO290"
WINDOW SYSTEMS
3"(TYP,) 1900 SW 44TH AVE.
6"MAX(TYP•) 3"(TY'•) � r 16,L� SEE NOTE 2 4-MAX(TYP.) 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474
MAX O.C. W .CW S.CC
6"MAX(TYP.) (Typo) 4"MAX(Typo) WW
INSTALLATION 8200 PVC
ANCHOR(TYP.) HORZ.SLIDER
IMAX O.C. IMPACT
(TYP.)
(TYP-) X 0 X X 0 X z w W o° ¢W0 w
O R0§}OW3Zm
3 _
Z zxm<~�Woo
U aa)�UD.F0)a
Z\ Z;s—zjUw
Q� _
ZU�ZpLLU
I I -- -- -- -- -- QQ U—ZVj
D!R�N p
ANCHOR LAYOUT-(PINI w w y aO W cn�
ANCHOR LAYOUT-(FLANGE) a i=(L o p-vi
O w F 0 w=W>-
(LI (L H a D: Q.
,,, stivAll"',I
PtSORE Vv
�•G�,�'tC E!J SF��Qtiii
.' No 58201
�ro3 a,
NOT-PS:
1.INSTALL ONE ANCHORAT EACH INSTALLATION LOCATION.SILLANCHOR SPACING SAME AS HEAD.
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 i`
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.
01
BE PROTECTED TO PREVENT REACTION. FL # A
1239 JABARAVE.A
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.941-380-1674
SHEET DESCRIPTION:
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. ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:TEF 10/11/13
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 s: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 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), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(E)CTERIOR DOORS) 1:25 5 OF 6
TYPICAL HEAD ANCHORAGE SEE TABLE EMBEDMENT 11 7///(�� //nTffyf]'L/eT/d
SUBSTRATEBY OTHER
V-l!r(6N!(Yl4l�m Ir\j O�(`/^�I
1/4"MAX.SHIM SEE TABLES
MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMSMIN.EDGE DIST. SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS
1/4°MAX.SHIM WWW.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT MIN.EDGE DIST.
SEE TABLE 1
SEE TABLE 1
PERIMETER SEALANT 8200 PVC
BYINSTALLER
INSIDE AND OUT SEE TABEI ION ANCHOR HORZ.SLIDER
SEALANT BEHIND SEE EMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4'MAX.SHIM W12 1
Q Z �: ¢Z0
PERIMETER SEALANTZ W-,Op Q L woo
PERIMETER SEALANT BY INSTALLER W Z O Z 0: F
BY INSTALLER INSIDE AND OUT F W Z 3 O 3in
INSIDE AND OUT INSTALLATION ANCHOR Z Z=m Q
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 U U F O V =O W
FLANGE BY INSTALLER SEALANT BEHIND h Z I-fn O.
SEE TABLE 1 FIN BY INSTALLER Z 0 Z V-Z�V-
Qfn!!�!Da
C HORIZONTAL SECTION 4 H-LLm O O LLZTYPICAL FIN ANCHORAGE 29 O_HFZ-
HEAD AND SILL SIMILAR FOR FIN INSTALLATION O Q }j fn Lu
D-f/)w 0 j H
a
o w�It w=hy
1/4'MAX.SHIM a D_ 3 a
SEALANT BEHIND ��tuuai�
FLANGE BY INSTALLER PD
PERIMETER SEALANT �I ENS'�•��Qti��
MIN.EMBEDMENT v' No 58201 •"•'
BY INSTALLER SEE TABLE 1
INSIDE AND OUT
SUBSTRATE BY OTHERS--/ STATE OF
SEE TABLE 1 MIN.EDGE DIST. ys• . R
SEE TABLE 1 p�,s/ON
A VERTICAL SECTION ' ' rool)p"111%RE1y�
6 TYPICAL SILL ANCHORAGE yy
TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017
F TYPE ANCHOR TYPE MIN.E-0-EDVOW LUCAS A.TURNER,P.E.
FLANGE CONCRETE2.0 KSI MIN. 3/16"ITW TAPCON 1-1/2" 1-1/8" FL PE#58201
( ) ERIMETER SEALANT 1239 JABARA AVE.
F OUT-FLLED CMU(117 PCF MIN.) 3/16"ITW TAPCON BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1' 1" INSIDE AND OUT HORIZONTAL SECTION PH.941-380-1574
�p1
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" a BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8° 7/8" INSTALLATION DETAILS
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10.16 HIL11 KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" TEF 10/11/13
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8"ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16° PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-869 C
FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
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