HomeMy WebLinkAboutREVISION - BUILDING PERMIT-File COPY
OFFICE USE ONLY:
DATE FILED: _
REVISION FEE:
PERMIT # I I U 'b*9
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462.1553
+ APPLICATION FOR BUILDING PERMIT REVISIONS SCANNED
PROJECT INFORMATION BY
S4. LucleCounty
LOCATION/SITE
ADDRESS:
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
(`'_Up(/k --rc� Cus�zr� 'Aw,J,aS C,�rcj�ows
4
CONTRACTOR INFORMATION:
STATE of FL REG./CERT
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
U'4' caws
_ STATE:
-ZI6-)/e,S
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
ST. LUCIE CO CERT. #:
war C'k 1, iJ
_ zip: 3,41s1
FAX: `i7Z-,q6O-,
ZIP:
I?:1E
5 ZIP:
7L r _ Fj
nnk5 I SG2fd11..
BQS Rane _>i lug In { Use WaUagon I Hot Topla ( Submi[SLn]large ; StatsflFaRs i PuaUt3Uans I fnntaR Us 1 BOS Ste Map I �
Florida
�y/
��8■/
I
'% Produce Approval
, USER: MW Usa
6:-Maid Th'.
PmE=R roorovzl Mmu > Vmduct or Annligti0 5
rth > Poorianon li4 > NppU®tton petaR
R. 9.
FL7060-R6
- `
Application Type
Revision
Code Version
2017
•
Application Status
Approved
, i
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
11
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cs
Kevin Pine
kpine@cws.cc
X ale %013WR
Jay Lathrop
Ocala SW 444 Ave
/A 7y /
Ocala, FL 34474
/,r'�rpllL�IJ— (/l/ U /lV,
(352) 368-6922 Fx[ 2�o
V
,i���® �O�
jlathrop@cws.ce
ODE COMPLIANCE
Arturo Montevelde
1900sw44th AveST.
LUCIE COUNTY
Ocala, FL 34474
(352)36FI-6922 Ext 221
r�®R��
amonteverde@cwe.¢
C1
Windows
Awning
Evaluation Report from a Florida Registered Architect or a licensed Florida
professional Engineer
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
L Validation Checklist- Hardimpy Received
Certificate of independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL7060 R6 COI EvalReport163D lidt
Standard
Year
AAMA/WDMA/CSAf101/I.S.2/A440-0S
2005
ASTM E188"S
2005
ASTM E1996-05
2005
PA TAS 201/2021203
1994
Sections from the Code
Product Approval Method Method L Option D
Date Submitted
09/26/2017
Date Validated
09/29/2017
Date Pending FBC Approval
10/0312017
Date Approved
12/12(2017
Summwry of Products
FL # Model, Number or Name
Description
7060.1 AW-8450 Vinyl Awning Window
AW-B450 Vinyl Rg/Fin Awning Window.
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
F17060 R6 n CWS-163D.ndf
Verified By: Lucas A. Turner 58201
Impact Resistantl Yes
Created by Independent Third Party: Yes
Design Pressure: +67.5/-67.5
Evaluation Reports
df
Other. Large Missile, 48- x 36', +/- 67.5 psf. Outer lice in I.G.
F17060 R6 AE Ev lMp rt163D
to be fully tempered with used 30 R. above grade in HVHZ.
Created by Independent Third Party: Yes
Glass complies to ASIM E1300-04.
aacb E9
n,,& US:: 2WI BlafrStnne R d Tail R R 323" Phone' 850-087.1824
The SNte of Radda s an AA(EED empbyer. Lowrioht 1007-2013 State of nMda.:: r Sv SleteniseS :: A0a3sibt, I RetemerR:: Refund Sraleme0t
Under Fl.r alaw, email add,esses erepubllc remrds. if you 0 not werAyac"a address raleased In reg
resPaofe mapudlprwNs oR W om�d a"'mail to tN5 entity. Instead, mntaQ the offiw br phone or by tradiannal MOIL vyoU have any 4uestla,s, please aWad BSOA87_33g5. • Wouant W sedan, 455
FlorWa SW,,na,,effemve lWaber 1, MU, Boa,Sees Uouwed abler p pier 455,IS. mustpnvWe the Department wdh an mad address V they bare Dire. Th
pmvbed may be usedfor &Hdal mmmdniodpn with the tcensee.HaweVerertlad addreM5fre Public recede-]fyoddorotwlshmsupplya PeM0-aladd '
pmNde the Depallment WIN an email address v M can be made avaaable to Me Wbia To debt w,, ff you ate a Ibex under OOpter455, F.S., please dr
PoulUaApproval A,plt
security, tETrnics•
i
1
• J -
GENERAL NOTES:
AWNING -LARGE MISSILE IMPACT
�iuilyu�u�a/iu
SHAE.
1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
1900 SW44
TO COMPLY WITH THE FLORIDA BUILDING CODE (FED). CURRENT
OCASW44THAVE.
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)
�LW SRC�A3a474
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS
DEFINED IN ASTM E 1996 PER THE FBC.
49114• MAX OVERALL FLANGE WIDTH
8450 PVC
4S` MAX UNIT WIDTH
2. GLAZING OPTIONS: (SEE SHEET 2)
AWNING
3. CONFIGURATIONS: ALL WINDOWS ARE OPEN FROM BOTTOM TO
IMPACT
9§; MAX SASH WIDTH
OUTSIDE.
GLASS DLO 41 In'
A
4. DESIGN PRESSURES:
-NEGATIVE DESIGN LOADS BASED ONTESTED PRESSURE AND
'
K . Z�
GLASS TABLES ASTM E-1300.04001/09.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE. WATER
8 O
z 3 0
3 w 3
INFILTRATION TEST PRESSURE, AND GLASS TABLES
H.
-
I
ASTM E-1300A4001109,
Fm tttt
8.odmFi
-
---A
6.ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN
g
663zg5:
`-----
THE DESIGN OF THIS PRODUCT. SEE SHEET 6FOR INSTALLATION
USED FOR WOOD
a
Fz Z"
L
DETAIL. WIND LOAD DURATION FACTOR Cd-1.8 WAS
3 OrU
ANCHOR CALCULATIONS.
�Sy�Ej 0
B
E. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE
0 tul
a p
29vx
NOT REQUIRED.
O
M
%(
/ I
I GLASS
) DLO
7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PVC
a
`
I
VENTS FULLY WELDED.
•4A.OREW4j'
e
1�,,•�' )j
I
c
S. SERIES/MODEL DESIGNATION AW8450.
p�15:�(cerisF.,
I 4
9. THE DESIGNATION X STANDS FOR THE FOLLOWING:
I No 58201
A
X-OPERABLE SASH
I s
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
pro'
�9�, F
_
LOCATION.
�TA
iq_,___,e1'.
I
TABLE OF CONTENTS
GENERAL. NOTES 8 ELEVATIONS ...... I
SECTION VIEWS 6GLAZING...............2
EXTRUSIONS S BAM.... ............. .........3
ANCHOR SCHEDULE 6 NOTES ............ 4
INSTALLATION DETAILS.......................5
LucasTurne
r
2017-09-22
12:01-04:00
LOCATION
MAX, UNIT SIZE
DESIGN PRESSURE RATING
IMPACT RATING
NON-HVHZ
48" x 36"
+/. 65 PSF
LARGE MISSILE IMPACT
HVHZ
+1- 67.5 PSF
LUCAS A TURNER, P.E.
FL PE S 88201
1239 JABARAAVF-
NORTH PORT, FL 34268
PH. 941.380-1574
GENERAL NOTES AND
ELEVATIONS
ADE 05/D520071
CWS-163 D
SHEET
1:10 1 OF 5
TEMSTENSAVEA
t
34474
8450 PVC
1
B
®
NG
01
IMPACT
m
t 5
508
6
BJ
-O
B a Q
o
aB2 xIZ§
t
i
�2Z-
Opwed IalvFF--�
1C 9 1 3
1 9 1 4
®
SECTION VIEW B-B
!
io0"�v
4a.0T�,Ct O'
f 'Q
F=D
L
INTERIOR
.14DRIEW
B• OVERALL
Fy"Y
8'PNNEALED arTEMPERED1B•AMINATE
N8•LAMINATED
B' ANNEAlEO7
00 OUPONT PVO INTERIAYER10'
ANNEALEDOUANG
SPPUFfECT BGL42E.4
4E4L
IR•GL
serte
912212on3
LUCAS A. TURNER, P.E.
FL PE N 65201
1239 JABARA AVE.
NORTH PORT, FL 342BB
PH. 941.350.1574
1
BNE OE IPTI
SECTION VIEW A -A
ALTERNATE FIN FRAME
SECTION VIEWS AND
GLAZING DETAIL
o
ADE
05/0512007
u
R
SETTING BLOCKS ER BC 2411 3.31
CWS-163
D
ITEMS NOT SHOWB FOR CLARITY:
SHEET
12 20F6
22,25,33,3B,a2.ae-0A51s9
3
NOTE ALL ALUMINUU PROFILES ARE 6063.T6 UNLESS OTHERWISE NOTED.
a
PVC FLANGE FRAME
H-6030
e
r
6
111C' 9
L
PVC SASH
H-6008
5116-
1 . 6' 1lIB'
SCREEN RAIL SIDEIBTM
H-1592
PVC FIN FRAME
H-6030A
FRAME AND
SASH CORNER
CONSTRUCTION
yyiNOOW SYSTEM3
190o SW 44TH AVE.
34474
3'16'-1 F•- _
WWW.c S.CC
711.4 —
8450 PVC
AWNING
PVC GLAZING BEAD
s sosa C (ALLSI ES)
IMPACT
1:8
22
? i yOb .
o
<O'3>zO iM
7I18'�
W Q os
E W
�Oo
ZOy33€��
1H6'
OUv1Z�V
OOZ
COILP-005 %.437
$� � LL
�; z16
}N
0~6
!Y
P•T�1rpREW grrq
P116•—}-�
0
1 '
wl No 58201 '.
LEE
i
SCREEN RAIL TOP1910E
STATE OF
r, Pr•$
•OR
H-1593yO�•,
I
No ^�
11/16' 1D
x
3_ 1N'
SASH REINF.
2/2017
S•1505
TURNER. P.E.
N 58201
BARA AVE.
ORT, FL 34288
1.380.1674
01:23OF6
0
3/,�1
311
T• 1
EiXfRUSION3
SCREW SUPPORT
T:
P-3113
0510612007
D
SHEET
3 OF 6
12' MAX 0.1(TYP.j
9' MAX (TV.)
L 1
T-
6' MAX (TIP.)
L_
ANCHORAT MIpPOPR-�
RYP•I
r SEE NOTE 2
------------------
I
I
I
I
I
I
I
I
I
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I
INSTALLATION
ANCHORS TYP.
INSTALLATION
ANCHOR (TYP.)
NOTES:
1. INSTALL ONE ANCHOR AT EACH LOCATION. BILL ANCHOR SPACING SAME AS HEAD.
2. SHIMAS REC7I AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER TWIN 111W IS PRESENT. LOAD BEARING SHIMS SHALL
BEGONSTRUCTED 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.
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
BE PROTECTED TCPRFVE14T REACTION.
S. INSTALLATION AN(NORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
SPECIFIED IN TABL 1, SHEET S.
S. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETFJCMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE.
�......,,..nv�u..... our nn NnT BPa IIRP 1X Wnnn BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE.
7, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: Y FOR MASONRY, V FOR WOOD AND METAL.
& WOW 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.
SUBSTRATES SNAIL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 5, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
9.6E: �M� 1FLAMING 00 FN WINDOWS), F STRATEGIES
MA/AAMA 2DO(FFLLANGE WINDOWS),, F RESISTANCE
MAfWDMA 290 BOX W INDOWS)EFMA/AAMA WDMA 300(EKTERIOR DOORSDONE BY OTHERS FOLLOWING THE )
VEft91oN OF THE REFERENCE DOCUMENTS:
1900 SW 44TH AVE.
OCALA, FLORIDA 94474
W W W,CWSAC
8450 PVC
AWNING
IMPACT
z 6 a o
3
zor 3�
s >_
8 9w.H
2=U,>yg�UN
�EEO 3oNoEoz
azN� 50��j�Y
3 N
F a a
Ne 58201
STATE OF
z�
LUCAS A. TURNER, P.E.
FL PE A 5B201
1239 JABARA AVE.
NORH. T B4O1 T8 FL34288
NOTES
ADE 0510512007
D CWS•163
SHEET
1A2 4OF5
MIN. EMBEDMENT LWjpy(LW/UUfY
SEE TABLET SUBSTRATE WINDOW SYSTEMSILA
TYPICAL HEAD ANCHORAGE BYOTHFRS
1/4'MAX SHIM SEETABLEI MIN. EDGE DIST.-{- SUBSTRATE 1000 SW 44TH AVE.
SEETABLEI �SV 07HER9 OCpLq, FLORIDA 34616
-MIN. EDGE DIST. 1/4'MAX SHIM- II- SEE TABLET y�ryyyY,CWS.CC
BEE TABLE 1
SUBSTRATE BY OTHER? --; QO SEE TABLE 1MMEDGEDIST
�0 8450 PVC
MIN. EMBEDMENT INSTALLATION ANCHOR- AWNING
PERIMETER SEALANT SEE TABLEI SEE TABLET
BY INSTALLER MIN. TABLE
IMPACT
INSIDE ANOOUT SEE TABLE I
SEALANTBEHLND I� �I 1 I, i Z 6 3
FLANGE BY INSTALLER II"jI 114' MAX. SHIM �L���� a b VNt
I I U PERIMETER SEALANT 1 �
ILl1 IN INSTALLER w O? g
PERNIETERSEALANT INSIDEAND OUT O h- pp
INSIDE AND OIIi SEE INSTALLATION ANCHOR
OL201 -OR
SEALANT BEHIND � N 0.
FLANGE BY INSTALLER SEALANT BEHIND p Z D = 3 Z = to
FINBYINSTALLER Q2 030 zOLLU
INTERIOR MORI20NTAL 6ECTION C HOR20NIALSECTION
INSTALLATION ANCHOR 6 TYPICALJAMBANCHORpGE S TYPICAL FIN ANWOMGE K LT O
SEE TABLE 1�1 HEAD AND SILL SIMILAR FOR FlN INSTALLATION F 0 Z
Q 00 W p OT��
� . a m;R
SEALANT BENNO
FLANGE BY INSTALLER
MAX. SHIM
MIN. EDGE DIST,
SEE TABLE
p VERTICALSECTION
�,V TYPICAL SILL ANCHORAGE
TABLE 1: APPROVED INSTALLATION
FASTENERS
FRAME TYPESUB51RATETYPE
1ANCHORTYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3/16' RW TAPCON
FLANGE
HOLLONORGROUT-FILLEDCMU(117PCF MIN.)M78'RW
TAPCON
1'
7
FLANGE
CONCRETE (2.85 KSI MN.) -
3/16 ELCO ULTRACON
FLANGE
GROLT6FlLLED CMU (ASTM G9D)
3116" ELCO ULTRACON
1.1/4'
2.112'
FLANGE
2XMN SPRUCE•PINE•FIR(G-0.42)
OR ELTIV ULTRAC
OR ELCO ULTRACON
1.y0•
718'
FLANGE
2XMN SPRUCE-PNE•FIR(G•OAF)
#10 WOOD SCREW
1.318'
7/8•
FIANCE
16 GAIXiE ASO-)MIN. STEEL STUD
(33 KUYIELD MIN)
Ti0.16HILTIKWIK•FLEXORRW
TEKS SELF -DRILLING SCREW
FULLTHREAO
THRU 0.060'
7/18'
FLANGE
1/B'ALUM, (6063.75 MIN.)OR
1/B'STEEL(33 KSI MIN.)
00 GRADE 5 SELF -TAPPING 1
DRILLING SCREW
'FULL THREAD
THRU 0.12E
7116,
FIN
2XMNSPRUOE.PINE4°IR(G-0.42I
NSWOODSCREW
lAIr
7110"
No 59201
A
STATE OF
z�
9/22/2017
LUCAS A. TURNER, P.E.
201
123AVE.
PERIMETER SEALANT
LJABARA
NORTFL 34288
BYINSTALLER
P.1574
INSIDEANDOUTD HORIZONTAL SECTION
E
5 BOX FRAMEINSTALLATION
HEAGAND SILL SIMIL4R FOR BOX INSTALLATION
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
B :
^ '
UP TO AND INCLUDING A BOX -FRAME APPLICATION 13 ACCEPTABLE PROVIDED:
ADE
05105/2007
-MIN. 114'FIL ET OF CONSTRUCTION -GRADE ADHESIVE CAULK IBAPPLIED
OWS-1B3
O
INSIDE AND OUT, FULL PERIMETER BY INSTALLER.
• PRCDUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHEET
SHOWN FOR FLANGE WINDOWS.
1:2
5OF5