HomeMy WebLinkAboutProduct Approval fiAUG
PERF AIT TiNG
St. Lucie County, Fl-
PRODUCT APPROVAL NUMBER:
FL #16736.2
OPENING IDENTIFICATIONS-
I . HS
2. HS
3, HS
962016 Florida Building Code Online
5t t
r
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications FBC Staff I SCIS Site Map I Links I Search I
i
loridr G 17f;.!I Product Approval
CI — USER:Public User
loft�ttaytm
Product Approval Menu>Product or Aoolication Search>Aoplicatlon List>Application Detail
FL# FL16736-R1
Application Type Revision AUG
Code Version 2014
Application Status Approved P E R."A I TT Jf q
St. Lucie(founts, i=L
Comments
Archived D
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
O Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the 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
1*6 Validation Checklist- Hardcopy Received
Certificate of Independence FL16736 R1 COI EvalRep CWS-8718(HS-8200. 74x63. IMP).pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
Equivalence of Product Standards
https:/Avww.floridabuilding.orgfpr/pr app dU.aspx?param=wGEVXQwtDquBoblp/o2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 1/2
9/5/2016 Florida Building Code Online
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/15/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
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 R1 II CWS-8718 (HS-8200, 74x63, IMP).Ddf
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 R1 AE DuPont PVB NOA 13-0129 27.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvaIReD CWS-8718 (HS-8200, 74x63,
Glass complies to ASTM E1300-04. IMP). df
FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
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 R1 II CWS-8698 (HS-8200 111x63, IMP).Ddf
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 R1 AE DuPont PVB NOA 13-0129 27.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.Ddf
Glass complies to ASTM E1300-04. FL16736 R1 AE EvaIReD CWS-869B (HS-8200, 111x63,
IMP df
FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
Back Next
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 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:
® N M
Credit Card
j Safe
F
https://www.floridabuilding.orglpr/pr_app dfl.aspx?param=wGEVXQwtDqu8obl%2FlZm6TgPohlz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 212
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 869B
April 18,2015
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 44`x'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 5t'
Edition(2014)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-869B, 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-869B, signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-869B.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-869B
• 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 Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-
0129.271, and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.
11-0624.021
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5f'Ed. (2014)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.
`ollIMrpr1
•' CSN
--J No 58201
4/18/2015
s TAIT OF *� Lucas A. Turner, P.E.
FL PE#58201
*tO/ONA S�4T+'i Lucas A. Turner
2015-04-18
RAL NOTES: w
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED SYs1rEPNSTO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENTEDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVIT AND ;INDWOW
00S44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED ALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
2.GLAZI
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-1300-04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER �n a
INFILTRATION TEST PRESSURE AND GLASS TABLES
4915116" 24 5/8° ASTM E-1300-04. o CD IW-
GLASS DLO GLASS DLO o o
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
p }
-- -- - -- - -- DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m
ANCHOR CALCULATIONS. rn
U Z
641/4° I I 1 I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
MAX. I I REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT o C/)
OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT $ w Z W
FLANGE MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND W o Q m
HEIGHT B B FLYING DEBRIS. w w H
ww w m
w OC
MAX. 5813/16' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT < z 0
i �/ O I �/ I USED AT FIXED MEETING RAIL AND HEAD/SILL. o a
UNIT /� GLASS /� 561/4" a = W
HEIGHT DLO I 1 D I D GLASS U D
B DLO 8.SERIES/MODEL DESIGNATION HS-8200. m ¢ z
s
59 9/16" 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING:
tltNulttt,
SMAXASH I e X=OPERABLE SASH,O=FIXED SASH `,,,`%0P4DREW TGO�i
HEIGHT I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �� P. \O E ryS•'•.P 'i
I I I D LOCATION. �JG:• 'ycn�:
I a s •: No 58201
C
11.EXTERNAL W EEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS.
A C fJ A
2715/16"
MAX.SASH WIDTH 6
Lucas A. Oj�Att��
Turner IM
it
2015-04-11 Z
15:17-04:00 4/11/2015
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
GLAZING DETAILS.....................................2 TEF 10/11/13
SECTION VIEWS&GLAZING DETAILS....' MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#:
EXTRUSIONS&B.O.M...............................4 CWS-869 B
ANCHOR SCHEDULE&NOTES................5 111' x 63 +/- 60 PSF LARGE MISSILE IMPACT
INSTALLATION DETAILS...........................6 SCALE: SHEET
1:20 1 OF6
aaom.ffl
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cwS.cc
8200 PVC
7/8"OVERALL HORZ.SLIDER
3/16"ANNEALED OR TEMPEREDIMPACT
7/8"OVERALL
1/4"AIRSPACE 1/8"ANNEALED OR TEMPERED �n v
7/16°LAMI3/8"AIRSPACE o o H
3/16"ANNEALED 5/16"LAMI c c
.090 SENTRY GLASS IONOPLAST INTERLAYER 1/8"ANNEALED }
W Q m
3/16"ANNEALED .090 DUPONT PVB INTERLAYER U)
U Z
1/8"ANNEALED
9 PURFECT GLAZE"H" m
SIKAFLEX 552 p
N W Z W
PURFECT GLAZE°H" a w 0
9 SIKAFLEX 552 p2:
d
11 1/2"GLASS BITE r CW7 U
V)
30 y = W
Q O 11 1/2"GLASS BITE p U
30 ca
*{{{{Ilflffll
1s ,��``PS40REW T�ii
14 � � 0 ��.`GQS.��GENSFG,Qy�,.
1 0E70(�
v: No 58201
9 STATE OF
0 GLASS TYPE B : �
O
c4 p R LOQ
"9/ONAI
GLASS TYPE A
FIXED GLASS
4/11/2015
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,:
CWS-869 B
SCALE: SHEET
1:1 20F6
INTERIOR22 5 3 4
WINDOW SYSTEMS
1900 SW 44TH AVE.
1 2 19 or 49 0 15 1 13 4 45 43
OCALA,FLORIDA 34474
W W W.CWS.CC
OQ O
40 �gO 8200 PVC
HORZ.SLIDER
IMPACT
Qoo r
o � � w
oo �
11 e 3 2 5 6 1 18 8 1 SECTION VIEW D-D o 0 0
JAMB ROTARY LOCKS Y w
JAMB ROTARY LOCKS: w ¢ m
O 40 MAY BE SUBSTITUTED FOR JAMB rn
SECTION VIEW B-BIMPACT LOCKS ON FLANGE UNITS. LL O
t REQUIRED ON FIN UNITS. a o
mod 45 $ W Z W
43 a w D a cr
O 46 W U U
31 .37 () o zW
18 LrJ� 44 U o
16 m ¢ Z
11 I 50
14 ,llll{Illllll,�
HEAD IMPACT HOOK(TYP.) �����Pt`10RE W T►p-
MIDSPAN OF(ITEMS44&46)SASHES ,`��GQS•��CENS G,peeo'
28 JJ: tn:
No 58201
INTERIOR %o' ;aCZ
"P STATE OF :��
iii C� •
4.0 R%D•
JAMB IMPACT HOOKS(ITEM 42)
OR ROTARY LOCKS(ITEM 23)
14
LOCATED AT THIRD POINTS.NOTES:
16 4/11/2015
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 9 7 O JAMBS OF FN UNITS.
MUST BE USED IN BOTH 1239 JABARA AVE.
NORTH PORT,FL 34288
4 a o I 74
I SHEET DESCRIPTION:
10
<= SECTION VIEWS
t
U U li DRAWN BY: DATE:
SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS DWG#: REV.:
1:20 CWS-869 B
SECTION VIEW C-C SCALE:
ALTERNATE FIN FRAME SHEET
12 3OF6
PARTS LIST 31/8— CORNER CONSTRUCTION
ITEM PART#IDESCRIPTION VENDOR MATERIAL 31/8"
1 H-6049 IMain Frame,SH/HS,Flange,PVC Mikron PVC 31/8" WINDOW SYSTEMS
2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 1 42 1900 SW 44TH AVE.
3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVC 1/16" OCALA,FLORIDA 34474
5 P-4638 #8 x 2 1/2"Ph Mod Truss Type A TE Ajax Steel 211/16" 1/16" 3 9/16" u 17/8" 1/16" W WW.CWS.CC
6 P-3342 Seam Sealer,SM-5504 Schnee Silicone t° CORNER WELD
7 S-1776 Roller Track Keymark Alum (ALL SIDES) 8200 PVC
II 1:8
8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC HORZ.SLIDER
9 S-6014 IScreen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 PVC FRAME FIN-6048 HD MTG RAIL-1681 IMPACT
10 P-4479 Weep Co1,er w/Flap M&M Nylon
6
11 S-6064 Glazing Bead Mikron PVC �2 v
1 15/16" 1 3/16"-{ 5
12 H-6050 Sash Meeting Rail,PVC Mikron PVC I —23/16" T-� I 23/16" - w
13 H-6051 Sash Pull Rail,PVC Mikron PVC 12 I I 14 3
13 0 0 O
14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC t 5!8" 1 5/8" q 1 1516, � w }
15 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16" 2 u! ¢ m
1/16" 1/16" 1116" L
16 H-1498 lReinforcement,Sash,Side Rail Keymark Alum Z
17 H-1699 lReinforcement,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 FIXED MEETING RAIL
O
18 P-3429 Wst .,0.270 X.187 back FinSeal,Grc Ultrafab �3/16' SCREWED TOGETHER
WITH U)
19 P-3783 Lock,Impact,PVC Interlock OUTERFRAME $ ( z Il
1:8w o O Or
20 P-4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel O a w F-
ez
21 P-4069 Keeper,Impact,PVC Interlock 5/8" w Lu cc
22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel 6" I 3/a 1 —"� o ¢ w
23 P-4958 Rotary Lock Interlock 1 5/16° 46 1„ 1/16 15/16^ �. 1/16 j a: m
24 P-4633 8-32 x 1/2"Barrel Fastener Interlock 7/6' L ll�� m ¢ O
25 P-4952 Keeper,Rotary Lock Interlock � L1/16" SASH MTG.RAIL-1497 Z
SASH REINF.-1699 t��1r��upr
26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 HEAD IMPACT HOOK-1999
27 P-3541 #8 x 1/2"Quad PH TEK 2 Zinc Fastenal Steel 3/4"S6 �•� `�•• CEN G r.
3/16" 3/16" r 7/16°
28 GLASS SEE SHEET 2 CARDINAL GLASS J;' • cn rr
29 Purfect Glaze"H"or Sikaflex 552 Henkel/Sika Silicone O r 16 7 �: No 58201 :�
30 P-3028 Set.Blk.,85 Dur.,1/8"x 7/8"x 2"Lg. Frank Lowe Rubber 6" I i 1!168 1/16" *'
5!8"r- S.B.RJS.S.R.-1498
31 P-3218 Screen Frame Allmetal ROIIForm T- ri}- X44 ROLLER TRACK-1776 '9: STATE OF
32 P-4754 Screen Comer Key Allmetal Nylon 5JL 1/16" 1/4^ rrir�'%'.A' O R I...-
1/4"
33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 11 718"'1 ,r�V
34 P-3029 Screen Pull tab Summit 7!6^ I «�r�rJ111'''
35 P-3033 Screen Spring Fla.Spring SS 0 3116" �— 9/16
36 P-3228 Screen Spline Dapa O PVC GLAZEBEAD-6064 L 1/16" 4/11/2015
37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1112
LUCAS A.TURNER,P.E.
40 P-3113 Screw Support,PVC Team Plastics Rubber I f � 112"11/8.1 FL PE#58201
41 P-3752 Cap Plug,1/2"Hole M&M Nylon 1 5/16" ���I 316°�,II--1 5/16"-{ 1239 JABARA AVE.
- I NORTH PORT,FL 34288
42 S-1577 Impact Hook,Frame,Jamb Keymark Alum 42 1/16 48 PH.941-380-1574
43 S-1112 Reinforcement,Head,Jamb Keymark Alum 7/6 1/16" 1/16^
Y � PVC SCREEN CATCH-6013 SHEET DESCRIPTION:
44 S-2000 Impact Channel,Sash Keymark Alum PLAN VIEW-1577PVC ANTI-LIFT-6005
ALUM SASH IMPACT HOOK-1577
45 P-3748 #6X5/8 Ph FH TEK,Zinc,Painted Ajax Steel 1 1/e"-j
46 S-1999 Impact Hook,Frame,Head Keymark Alum 3/16"�I- 3' -{ �1/2" 5/16' BOM AND EXTRUSIONS
47 H-6048 Main Frame,SH/HS,Fn,PVC Mikron PVC I I 9 DRAWN BY: DATE:
r ao 1/16" TEF 10/11/13
48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG#:
49 P-5250 Lock,Impact,PVC,w/Flipper Interlock
CWS-869 B
50 P-4730 1#8 x 1/2"Ph Mod Truss TEK FastenalSteel LINE ITEMS NOT USED: SCALE: SHEET
14,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2
40F6
� VdIfiIDOVV SYSTEMS
T(TYP.) 1900 SW 44TH AVE.
6'MAX.(NP.) 3"(TYP.)—�{ r
16 1/4"-{ SEE NOTE 2 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) WWW.OCALAFLORIDA 34474
MAX O.C.
W W W.CW S.CC
6'MAX.(fYP.) I (NP,) I 4'MAX.(NP.)
INSTALLATION 8200 PVC
ANCHOR(TYP.) HORZ.SLIDER
O.C. IMPACT
I i i i MAXMi i i I
(NP.)
17"MAXT
P O.C. X O X X O XLi
0 0 C3
�c; w ..
0
wZw
ANCHOR LAYOUT-(FIN) a °w p w
ANCHOR LAYOUT-(FLANGE) ❑ ❑ D-
w cc
U
U
W
7 U
m Q Z
P:�.CENs�.tip�:��
v tNo 58201 '.7�
NOTES: ��� STATE OF
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �'cCss�O R 1 Q G,���
�i10 fONA�{E�1_0
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. 4/11/2015
LUCAS A.TURNER,P.E.
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 FL PE#58201
BE PROTECTED TO PREVENT REACTION.
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, 34288
SPECIFIED IN TABLE 1,SHEET 6, PH.941-380--11 574
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.
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. 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#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 B
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(E)CTERIOR DOORS) 1:25 5 OF 6
MIN.EMBEDMENT // f]/7 gogX/•L/a{/�
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V� Ly(!dy U(l LY I(1]/�/I
BY OTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SUBSTRATE BY OTHERS 1/4"MAX.SHIM SEE TABLE 1 wWW.OCALAFLORIDA 34474
W W W.CW S.CC
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT c'O SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 8200 PVC
BYINSTALLER INSTALLATION ANCHOR
INSIDE AND OUT (� SEE TABLE 1 (l HORZ.SLIDER
SEALANT BEHIND IJ SEE TABLEDMENT IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
a 0
Qo PERIMETER SEALANT
a PERIMETER SEALANT BY INSTALLER o o
BY INSTALLER p��� INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR � �.
INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 W ¢ m
FLANGE BY INSTALLER SEALANT BEHIND
SEE TABLE 1 FIN BY INSTALLER v Z
HORIZONTAL SECTION / C� HORIZONTAL SECTION O
6 TYPICAL JAMB ANCHORAGE \,S TYPICAL FIN ANCHORAGE o
HEAD AND SILL SIMILAR FOR FIN INSTALLATION N W Z W
p W W
lUl ao
w uJc�
U
1/4"MAX.SHIM a = W
SEALANT BEHIND oQ U ❑
FLANGE BY INSTALLER (~70
U 1-H
Z
PERIMETER SEALANTt1191110l+
INSIDE AND OUT NSTALLER SEE TABLEDMENT ����,`�,P}'�E N..'f TL��''�
��GP•V� 3�p•'Zj
No 58201
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
=ro. it.
SEE TABLE 1 TV///
�' 4. STATE OF ,41--
A VERTICALSECTION %0 lVQ
6 TYPICAL SILL ANCHORAGE
� F�oo04/�2TABLE I:APPROVED INSTALLATION FASTENERS
E DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 39 A#58201
PERIMETER SEALANT 1239 JABARA AVE.
FLA BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"FFW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD
UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN E DATE:
FLANGE 7/16" TEF 10/11/13
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-869 B
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1/2" SHOWN FOR FLANGE WINDOWS. SCALE' SHEET
1:2 6OF6