HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: PERMIT# SLC M600(D9
REVISION FEE: ` RECEIPT#
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
..2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-56
(772)462-1553 REVISION
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
(���q Isi-��n� `fit , •�-o�� ?��C e �L_ ��-I�t S l
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
2--eJ4s?oma , SAA-, �xn-,r U 4* 'a l-1S
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME: —E-EA-S A , LL-(-'
QUALIFIERS NAME:
ADDRESS: cc,,-) Znc� Sk
CITY:.- tc`a eSTATE: L _--_- ZIp:=X33=t'Z
PHONE(DAYTIME): C,;-c-t-makg--S-c09 FAX:
OWNER/BUILDER INFORMATION:
NAME: <�n�d ct
ADDRESS:�nc7[7 C� t n�a not �t
CITY: a t ° e-I C-e. STATE: -L_ ZIP: q I
PHONE (DAYTIME: 6,(o( - FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC: 9/23/09
Revised 06/30/17 FILE CO Y
Florida Building Code Online Page 1 of 2
s �'„Qi —
In
' '
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Unks I Search
Florida
Y Product Approval
d- -P=
IUSER:Public User
111
Product Aooroval Menu>Prod pct nr Anoll a Inn c arch>Annliratinn 1 i.+>Application Detail
^-ACL FL# FL16736-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc `O
qo� '
Quality Assurance Representative Arturo Monteverde `A] ��
Address/Phone/Email 1900 SW 44th Ave EVIE 1t�ED
Ocala,FL 34474
(352)everde22 Ext 221 CODE COMPLJAIVCE
amonteverde@cws.cc G •®•
Category Windows ST. LUCIE COUNTY
Subcategory Horizontal Slider B®CC
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report-Hardcopy Received
—41k 0
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report FP"�
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE 0
Validation Checklist-Hardcopy Received
Certificate of Independence FL16736 R2 COT &81�bxrll- S
Referenced Standard and Year(of Standard) Standard
YAM
AAMA/W DMA/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
hqs://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6... 6/6/2019
Florida Building Code Online Page 2 of 2
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.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 R2 AE Evalikenort871C.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.
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.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 R2 AE FyaIReDOrt869C.Odf
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 Next
.Contact Us::2601 Blair Stone Road.Tallahassee 32399 Phone:850-467-1824
The State of Florida Is an AA/EEO employer.Convrioht 2007-2013 State of Florida.::Privacv Statement::Accessibility�..... Stater"ent::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
mall 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
dick helms•
Product Approval Accepts:,
Jnr �® ecr«t
Credit Card
Safe
https://www.floridabuilding-org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2fZm6... 6/6/2019
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
T.CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 871C
August 29,2017
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO
or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems,Inc. 1900 SW 44`1'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 6`b
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-871C, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3887-1,-1A, -2, and-2A,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-871C, signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-871C.
Limitations of Use: This product:
• Maybe used up to the sizes and daylight openings indicated in CWS-871C
• 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
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021
Requires Quanex(Milaon)white rigid PVC framing per Miami-Dade'N.O.A. 17-0206.101
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
61 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.
• x`111!t 1 s!1 flil
`.�1��-�w41G���1 S�•.�q�*fir
Lucas - A!0 58201 - � S
Turner
2017-08-30 :
16:09+20:00 :13 STATE OF 14�
�,ri•••'s ;,,,;=��`�` 8/29/2017
'pis' •° �'' �.`� Lucas A. Turner P.E.
FL PE#58201
GENERAL NOTES:
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
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. W W W.CW S.CC
75 1/4'MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2)
3.CONFIGURATIONS:"OX8200 PVC
74"MAX.UNIT WIDTH ","XO". HORZ.SLIDER
33"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES. g 3 y w O
ASTM E-1300-04e01/09. z w 01 o ¢ w
-- -- -- I - w zOz cr
I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL FQ-w Z}O�m
I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR z z x <X wO 0
�4° DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD U U tj d x F
FLANGE B B ANCHOR CALCULATIONS. O z w m z z F j o
HEIGHT I z 00:3 ryj_jUt�
6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT a t U.2 0 U LL Z
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT 0 F F-H 0-
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT F D:I�}8 3 O,6
63" MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w O O w>-❑w m w
MAX. FLYING DEBRIS. z w(L0_j In f-
UNIT I 0 LuP0 (L x:
HEIGHT O X I 599116, 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT K x X In�w to
MAX
USED AT FIXED MEETING RAIL AND HEAD/SILL. a H a x a
SASH
HEIGHT pauuni��
8.SERIES/MODEL DESIGNATION HS-8200. •��,%"DREW TG,��ii
58 13/16° I
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
".0 P. 3F•.Py y
B X=OPERABLE SASH,0=FIXED SASH '
GLASS I 5 ��; No 58201 •tea
DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
5 LOCATION.
D 11: STATE OF ;VjLS
I I
I I 5 11.EXTERNAL WEEP SLOT=1/4°x 1"LOCATED 4"FROM BOTH ENDS. .Li II 4���5';
C
C 5 A LucasTurne
33'GLASS DLO
36 5/16"MAX.SASH WIDTH r
2017-09-22 9/22/2017
13:58-04:00 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
�. SHEET DESCRPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS L DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS...........1 ADE 10/10/13
SECTION VIEWS&GLAZING DETAILS....2 MAXVUNIT E DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.:ANCHOR CHEDULEE&NOTES................4 7 +/-60 PSF LARGE MISSILE IMPACT cws-871 c
INST4LLATION DETAILS...........................5 scALE: SHEET
1:15 1 OF 5
�I
Qoit 7 8 7 30 2 SYSTEPISS'
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 17 18 1 1 3 6 WWW.CWS.CC
� D
8200 PVC
HORZ.SLIDER
IMPACT
O O g z 3r ¢Z3
z wwo wwoo
zw
O ¢r°nz>-ox�m
3
41 40 3 19 39 OFd =��OOG
SECTION B-13 o z-'oZz~mai
11 Z OOVOjZ�U—
a 0 NOTE:FIXED LITE AT HEAD a �z LL 2 p O LL Z
IIE7O AND SILL IS SIMILAR. a O U F Z
31 W O0R(jaW cow
ZrnW OJ,rOI-
38 35 - d H~d w3..w B
a
it
1 1 1
36 3 , PNolEW
.
19 ��GQ..��C E NSF•.�,yi4
1 4
No 58201
HEAD IMPACT HOOK(IYP.)
q MIDSPAN OF SASH
(ITEMS 35836) Cb: tqz
7/8°OVERALL '9 STATE OF •4r:
1/8"ANNEALED orTEMPERED .�0
6
•�(0R10PG�t���
INTERIOR i I 7/16"AIRSPACE
I 5/16"LAMI
1/8'ANNEALED
ROTARY LOCK(TYP.)NLY ENGAGED PRIOR ,=DUPONT PVB INTERLAYER
43 TO HURRICANE FORCE WINDS.
LOCATED AT THIRD POINTS 1/8'ANNEALED
19 4 (REM 27) 9/22/2017
k43P�URFECT GLAZE'H'13 3AFLEX 552 LUCAS A.TURNER,P.E.
12 —� q FL PE#58201
9SCALE:
1239 JABARA AVE.
NORTH PORT,FL 34288
e 5PH.941-380-1574
SHEET DESCRIPTION:
5 I 1/2°GLASS BITE SECTION VIEWS AND
OUANEX DURASEAL GLAZING DETAIL
IG SPACERSECTIONA-A HEAD IMPACT HOOK AND DRAWND DATE:
JAMB ROTARY LOCK LOCATIONSADE 10/10/13
1:20 DWG#: REV.:
SECTION C-C CWS-871 C
ALTERNATE FIN FRAME SHEET
SETTING BLOCKS PER FBC 2411.3.3.1 1:2 2 OF 5
PARTS LIST 31/6° CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8^--1 � �
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 1/2° WINDOW SYSTEMS
2 H-1699 Reinf.S.B.R/S.S.R, Keymark Alum 8 5 3 1900 SW 44TH AVE.
3 H-1836 Most.Rail,Fxd. Keymark Alum OCALA.FLORIDA 34474
4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16" 1/16" 39/16" O 1/16^ 2118• 1/16" WWW.CWS.CC
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC
6 H-6050 Sash Meet.Rail,PVC Mikron PVC Lt� I C ANLL SIDES)O 8200 PVC
7 H-6051 Sash Side Rail,PVC Mikron PVC �' 1' 1.8 I"IORZ.SLIDER
8 H-6049 Main Fr.,SH,wlFlg.,PVC Mikron PVC PVC FRAME FLANGE-6049 FOXED RAIL-1836 IMPACT
9 P3029 Screen Pull Tab Summit PVC FRAME FIN-6048
10 P3033 Screen Spring,SS Hurley 15
Y 1 15/16' 1 3116° 6 J Z Q
r�23/16" 9/16• g ZO
11 P-3113 Screw Support,PVC Team Plastic Rubber I � ❑w O N w o p
12 P3218 Screen Frame Allmetal Rolll orm 6 7 4 40 0 Z O W Z m
13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 518° LUJ 1 5/8" q 1 5/8• 1 5/16^ LL la–w z}H �m_
14 P-4754 Screen Frame Comer Key Allmetal Nylon 1/16 I q 1/18• q 1/18 1116• FIXED 0 0 F 0 a Q w p O
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone LL-- SCREWED TOGETHER IWITH O 0 O F-z a-~te a
16 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 OUTE BRAME Q im O Z U v)z O w U
17 P-3429 Wstp.,0.270 x.187 back FinSeal,G Ultrafab ¢3 p w F 0?
18 P3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel 6/g•�y 3/4• F U O
ut LL co0wvlw
19 P-4730 #8 x 1/2°Truss PH TEK 2 Zinc Fastenal Steel 3/16° r+ 2 Z T w O-1 EQ F-
Fr
P-3752 Cap Plug,1/2"Hole M&M Nylon TT'i 1 15/16^ I -! 1/16• a.00 w H O a=X�
or O J_ 1/16• L F a W a
21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699
puubi
22 P-4779 Roller,Tandem M&M NylonI 6• I 1 5/16• ``�Pp10RElvr�h��
23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 35 7/16° 1 114° _ �•` 5 SEN'•.GQ�i�
24 P-4069 Kee er,impact,PVC Interlock 3/16• 3/4" r GP•�� SF•• y '
P7//L
1116° �g 34 No 58201
25 P 4479 Weep Cover w/Flap M&M Nylon r 3
PLAN VIEW-1999 HEAD IMPACT HOOK-1999 r 1/16°
26 P-0638 tf8 x 2 1/2 Ph Truss SMS Ajax Steel S.B.RJS.S.R.-1498 ROLLER TRACK-1776. 9: STATE OF ..�Z
27 P-4958 Rotary Lock Sullivan Zinc %0 41Zl
28 P-4952 Keeper,Rotary Lack Sullivan Zinc 03/16 '�:�F'°<OAt�P'\a`��
29 P�959 Wstp.,0.420 x.187 back FinSeal,G Ultrafab 0 �� � � ''fh���ulu�v�•
30 P 4633 Barrel Fastener Fastenal Steel 41 _
31 S-1112 Reinforcement,Head Keymark Alum s° I ---j
5/6•f--36 7/L 9/1L 31
1/16'
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum - 5/8• PVC GLAZEBEAD-6064 GLAZE BEAD-1112
34 8-1776 Roller Track Keymark Alum TY 1/16' z�
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 112' 1 1/8" 3/8•�15/16 9/22/2017
36 S-2000 Panel Catch,Head,Impact Keymark Alum37 S-6005 Anti Lift Mikron PVC3/16 38 LUCAS A.TURNER,P.E.
38 5-6013 Scm.Ada t.,w/Nib,PVC Mikron PVC 3•� f–y-1/2' 1/16" FL PE#58201
P r 11PVC SCREEN CATCH-6013 PVCANTMLIFT•6005 1239 JABARA AVE.
SCREW SUPPORT-3113
39 S-6014 Scm.Adapt.,PVC Mikron PVC I NORTH PORT,FL 34288
-
40 S-6063 Fixed Rail Cover Mikron PVC PH.941-380-1574
41 5-6064 Glazing Bead Mikron PVC 5/16. 11/8•-1 SHEET DESCRIPTION:
jjl 42 GLASS SEE SHEET 2 CARDINAL GLASS I 39 BOM AND EXTRUSIONS
43 Purfect Glaze"H",SikaFlax 552 jHenkel/Sikal Silicone 1/16•
PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
ADE 10/10/13
DWG#: REV.:
CWS-871 C
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE:
33 SHEET
1:2 3OF5
i
WINDOW SYSTEMS
121/2°MAX.O.C.(TYP.) 1900 SW 44TH AVE.
--.{ 3°(TYP.) OCALA,FLORIDA 34474
6'MAX.(TYP.) I SEE NOTE 2 4'MAX(TYP.) 8°MAX O.C.(TYP.)
6°MAX(TYP) ~3°(TYP•) 4°MAX.(TYP.) SEE NOTE 2 W W W.CWS.CC
-- - -- -- -- -
------- 8200 PVC
INSTALLATION
I II I ANCHOR(TYP.) I I I INSTALLATION HORZ°SLIDER
I II I I I
S. I I ANCHOR(TYP.) IMPACT I
MAX O.C.
I
(TYP-)
I g ¢Z30 Lu ¢Z3
J)wFOo
IMAX O.C. I I I I 1 I w W-3
O z z
(TYP-) I O I I /� I I O I /� I 0 Ha-w?§ZZ 0 X 3
Z ZMN wwpO
U
Uvl�val .
=-w
a
❑ Z_n-ZF-DW
< }OwFFZ_
00F-}❑�O�
------- K Zv/ulN0-j
-- -- -- - a
Lu
a D- ��a
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) 0119115811",
11 REW.TG���,
SF •L4
v t No 58201 ,•F�
S9Qt STATE OF
NOTES: ,i,,sS�ONA��O.
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR 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 z
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 5. 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.FL PE#58201
BE PROTECTED TO PREVENT REACTION. I 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 PORT,FL 34288H STRENGTHS LESS THAN THE MINIMUM PH.941-380-1574
SPECIFIED IN TABLE 1,SHEET 5.
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.
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:i ADE 10/10/13
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 TABLE1,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 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/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMAIWDMA250(BOXWINDOWS),FMA/AAMAIWDMA300(E)(TERIORDOORS) 1:20 40F5
I
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY MIN.EDGE DIST.
1/4"*SEALANT
SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS
SEE TABLE 1 SEE TABLE 1 BY OTHERS OCA A, LTH AVE.
SUBSTRATE BY OTHERS 1/4'MAX.SHIM SEE TABLE 1 WWW. FLORIDA 34474
SEE TABLE 1 W W W.CWS.CC
MIN.EMBEDMENT MIN.EDGE DIST.
PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 ,
8200 PVC
BY INSTALLER INSTALLATION ANC
INSIDE AND OUT SEE TABLE 1 HORZ.SLIDER
MIN.EMBEDMENT
SEALANTBEHIND O SEE TABLE 1 IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
z0PERIMETER SEALANT z ww0 ¢WFowPERIMETER SEALANT nBY INSTALLER W ZOZ X—ZFBY INSTALLER WSIDE AND OUT O ¢to }O m
INSIDE AND OUT U- F-W ZF-3r2_INSTALLATION ANCHOR Z Z=m¢=WOO
INSTALLATION ANCHOR BEHIND SEE TABLE 1 v 0 U)o z 0-P u)a
SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND p Z— Z Z H O w
� FIN BY INSTALLER Z C)(9:)O Z--=)L)—
<(�B1 HORGONTAL SECTION (C \ HORIZONTAL SECTION 1-— 2 O IL U
_ 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE <Q�Q O w O F=-Z Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION W O=o � W LD LD W
ZtOW OJWF-
a
w _~a. W�wc'
1/4"MAX.SHIM (L E- d = a
SEALANT BEHIND
FLANGE BY INSTALLER TORE Vv'fle y
PERIMETER SEALANT -
BY INSTALLER MIN.EMBEDMENT t No 58201 t
INSIDE AND OUT SEE TABLE 1 *p
SUBSTRATE BY OTHERS 0 I.01 `
OF ;�4/
SEE TABLE 1 MIN.EDGE DIST. iitcS•.....O R 1 O
/\ SEE TABLE 1
/ NA
A 1 VERTICAL SECTION
5 TYPICAL SILL ANCHORAGE
r
TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017
FSUBSTOTE TYPE ANCHOR TYPE MIN.EMB LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" > PERIMETER
PE#58201
PERIMETER SEALANT 1239.JABARA AVE.
FLAN U 117 PCF MIN. 3/16"ITW TAPCON BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MW.) 3/16"ELCO ULTRACON 1" 1^ INSIDE AND OUT PH.941-380-1574
HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM 0-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KW K-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE 7/16^ j ADE 10/10/13
(33 KSI YIELD MIN) #10 G SELF-5 SELF-TAPPING
SCREW THRU 0REA MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Dwc P: REV.:
1/8"ALUM.(33 KSI
MW.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 C
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 50F5
I
-.- ,
w
M
� 0
u m SEE
_
l7 � 73 X 371/4
i
, ENGINEERING
- --- -' DETAILS - -...--- -- - -- --
EC
-- - FL(16736.1 - -- - "----"— - ATTACHED
v� qu O UF:0.3 REVISION ADD ON ---- - -- ---
�y u SHGC:0.21 59 1/4X44 --
- --... _. ... (+/-60) -.._ _ ------- -- —
- FL 16736
FL 16177.1 n - UF:0.3 -
w - •�L•, UF:0.3 ..._ � ----- -�---- _._...--': SHGC:0.21 - _.- _-. ---' -• .--
=
W ---- ____ - __
, 353!4X243/4 - -- :. -' -- - •- -. ._ _ FL 11103.1 - ...- .-------- - _ ------
s•) 0. ._. ._ __ (+/-70) _._ ' OF 0.32
{� �, O O FL 16177.1 '--- -- -'-- --�._...___ ... .___... -^-- , ---*---- C:0.21 -- - --
iP �L SHGC:0.21 --------
I\- ---_-- - ' F----SH --
a - -.:.. --- --- - -� -
G
�S
co
L6 Q�iy
353/4X371/8 - _.._.. ----...--- -•--`-- ---•-----_...--- ---^
v) - -�----- - FL 16177.1
UF:0.3
Vf Q
W LL _ SHGC:0.21 ._...-------- --------- 110X62 .-__._......_...:_ •q----•- - -
w - ---
W N .- _.._._.. __ _..._-- •-- '--- FL 16736.2 � -------• ----' --• --. ..------�- ^---...
V1 N t rt . _-_.. -
2 p sau �/ 1 ._ .. __ ._...._ ._.....---. .....__... ._-- --- - -- - ----•---- ---_... SHGC:0.22 -- - --- -- -• ----. ...__.._..__ -- -----. .._._ .._.............. ..--' ---- -- ---' - .--..
a x Q v 3 -.... 73X371/4Q 5 ........-
__._.... - FL 16736.1
ZUF:0.3 :....__.._.__.. -.... __.. ._. _.- _. _.__ -.. . _ ... - --- ... ..... ....... __..._ _.....
SHGC:0.21
CLIENT INFORMATION PROJECT INFORMATION SPECIALTY ENGINEERING
CONSULTANTS,Inc
NOTE INSPECTOR NOTE 1599 SW 36th AVE.
FLORIDA HOME IMPROVEMENTS ANY SU'E/2o
DETAILS ARE FOR NEW ALUMINUM TUBE NEW STRUCTURAL COMPONENTS WERE 3044 SW 42nd STREET SOYN1 N2'EACH.FL 31416
BUILD OUT TO ACCOMMODATE THE NEW DESIGNED BASED ON-THE FBC 2017, FORT LAUDERDALE, FL 33312 COUNTER MULLION OVER EXISTING
WINDOW SILL FASTENING AT EXISTING BUILDING CODE AND COUNTERTOP FLOE FL v exowLxo-PLue 6FUTt
#oo9zn
FINISHED COUNTER TOP ASCE 7-10, 175 MPH (3 SEC), EXP. C.
)111 -152-5440 OFFICE
_ __••.,�,,,�-,_„-�,,,_,•�,r,,,- 561-752-5542 FAx '
72" MAX
3" 104" 6063-T6 ALUMINUM TUBE -
EXISTING WINDOW OPENING
FASTEN CLIP TO ALUM. TUBE
W/ (2) #10 x 1" FH TEK SCREWS
EACH SIDE.
° FIELD MODIFIED ALUM. TUBE CUP
O ATTACHED TOP AND BOTTOM TO:
e EXISTING CONCRETE/MASONRY STRUCTURE(1/St) CONCRETE STRUCTURE W/
OR ALUMINUM MULLION (2/S1)
(3)#"O X 2y"TAPCONS
" (1 J" MIN EMBEDMENT, 2 h" EDGE DISTANCE,
1j" MIN. SPACING.)
1 2 1 1X3X1 8" CONNECTION DETAIL
s1
• S1 SCALE:3" = 1'-0"
.NEW HORIZONTAL 104" 6063-T6 ALUMINUM TUBE
° EXISTING GRANITE/STONE COUNTERTOP 21"----------- -2"
—
_ n E
1 2 0 Q rya
FASTEN CLIP TO ALUM.•TUBE k ILE COPS
W/(2) #10 x 1" FH TEK SCREWS
EXISTING KNEE WALL I EXISTING.WALL BELOWO TO INTERSECTING MULLION.
n:wn,
-T--- FASTEN CUP TO ALUM. TUBE `'`'•''
— /.•'' Gill'i ''.;'<
tx34" 6063-T6 ALUMINUM TUBE W/ (2) (j10 x 1" FH TEK SCREWS S ;• �,� F •
EACH SIDE.. r L�
No.7701
2 1X3X1 8" CONNECTION DETAIL for tube to tube if re 'd = `
—T----- ---I-- -----7— S1 SCALE:J"= i'-0" -,o AITE OF :;aq-
'-Op .
S!G1�J•A�C
2019