1648 SEA OATS DR - REVISION 11-14-18 iL-Jj
� 4,0*i4'
s.:)' .1CITY OF ATLANTIC BEACH
'' 800 Seminole Road
b ? Atlantic Beach,Florida 32233
J V
J.�
�J;31 r)
REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS
Date 11 (L}• 1 8 Revision to Issued Permit /orrection o Comments Permit# W=0 t '004i 1
Project Address (IOC S -1.001. Ott ,D2--
Contractor/Contact Name E D t$/4CN-
Phone 0104- (02(40'S(pS(A Email etitA3t vA P,„.LM-tockc.k 2 0 moi.l•Com
Description of Proposed Revisio /Corrections: Permit Fee D ,e $ 50.0a
W tZ o4 C? eQ9D VCT r4-s?O J r L N,vw•g6:42 FLA. Wv1DowS
L.4 6,04Rb41 Po2c4-1
Additional Increase in Building Value $ 5i. Additional S.F. re
By signing below,I WW"`-‘•C' [ rr B AC affirm the Revision is inclusive of the proposed changes.
It/kA.... c printed name)
Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date
(Office Use Only)
ApprovedX----- Denied Not Applicable to Department
Revision/Plan Review Comments 64itte T Iv ipFel- cdr rci 6 Cop/ Pili;V't3/1 0 fly T-*-t,
Department Review Required:
filBuilding
Planning &Zoning iewed By
Tree Administrator
Public Works ry
Public Utilities 1/ ' `b�
Public Safety Date
Fire Services
WILD/1
i 'r5 y�`I--jv
rs ' .s NOTICE
��� s , , .�� OF
ADDITIONS or CORRECTIONS
40&I vi'C DO NOT REMOVE
JOB ADDRESS DATE
/ . 6312/5 l ( dc7 1 g .
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made
before the job will be accepted.
/(W,,4- 4/o 7 72, 12.40,,,s .
a5 ; f 40)00 iudf Aleztrals .
pease. 9�i- �- ,D /,s`5 ..Y 4 i,rci- °AevaLit
i—L. lac?3, l ,c,--1 a 2-
S5010 ,GIS
•
1 $55.00 REINSPECT FEE NO CHARGE
It is unlawful for any Carpenter, Contractor, Builder or other
persons, to cover or to cause to be covered, any part of the
work with flooring, lath, earth or other material, until
proper inspector has had ample time to approv= the
installation.
After additions or corrections have BLDG
been made contact the Building Dept. ELEC
at 247-5814 for an inspection. Office MECH
hours are Monday through Friday PLMG
8:00 a.m.to 5:00 p.m.
6C41ZAQS > a,,g. 4 t,J -�O 'l-
FL- 4o °t2 , 1
URNERT
1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 339E
August 28,2017
Product Description: Series 8300 PVC Fixed Window,Non-Impact, 84"x 96"and 120"x 48"unit
sizes
Manufacturer: Custom Window Systems,Inc. 1900 SW 44`''Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC C.;
Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements of the 6th i1
Edition(2017)Florida Building Code outside 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-339E,signed and sealed by Lucas A.Turner,P.E.
3) Test Report NCTL-210-3807-1,-1A,-2,-2A,-3 and-3A, from National Certified Testing
Laboratories,Orlando, FL, signed and sealed by Gerard J.Ferrara,P.E.
a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-339E,signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-339E. Ub
Limitations of Use: This product: i
• May be used in 0 configuration in sizes up to 84"x 96"and 120"x 48"unit size,with max. glas2 .o
daylight sizes as indicated in CWS-339E C N
• Achieves design pressures as indicated in comparative analysis table in CWS-339E 0
• Is non-impact and requires the use of shutters > IC `
• May not be used in the High Velocity Hurricane Zone LU p
• Requires glazing as shown in CWS-339E • re 4 H z
• Requires Quanex(Mikron)white rigid PVC extrusions as shown in CWS-339E 0,. < 0
CO D u�
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.
t'"I'll,,,,'
‘‘‘tNOREW i?
Lucas :_,: No 58201
Turner
▪ * * :•* = ��
2017-08-30 ¢:
16:03+20:0 =• 9 STATE OF ::al::
�`�: 8/28/2017
0 '.,�c�s''; o R t S P C.`,•` Lucas A. Turner, P.E.
t SOONA�E 0�s FL PE#58201
GENERAL NOTES. agg.99Il4P/
PICTURE WINDOW_ NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION, 191)0 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W,CV✓S.CC
- •85 1/4"MAX FLANGE WIDTH -i
2.GLAZING OPTIONS:(SEE SHEE"f 3)
ri...
84".MAX UNIT WIDTH- .--1 3.CONFIGURATIONS:"Cr. ARCHITECTURAL SHAPES INCLUDE,BUT ARE
NOT LIMITED TO.THOSE SHOWN ON SHEET 2. 8300 PVC
81 va GLASS WIDTH - -- - PICTURE WINDOW
--� 4.DESIGN PRESSURE RATING(SEE SHEET 4):
y -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND NON-IMPACT
1 GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.WATER
97 i/4" INFILTRATION TEST PRESSURE AND GLASS TABLES 7 Z Q
MAX ASTM E-1300-04e01109. `0 0 W
F Twp nw�O
FLANGE B D -- w_,0 __mil/
HEIGHT 5,ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z 0 O-_F=
1 IN THE DESIGN OF THIS PRODUCT SEE SHEET 8 FOR ANCHOR .it F-W Z1)-. -±"
m
• I DETAILS. WINOLOAD DURATION FACTOR Cd=1_8 WAS USED FOR WOOL' - Z I 4 01-0 Q w 0
ANCHOR CALCULATIONS. U U� -Z d N a
0 93 1/8 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTI'/ 0 v crj DC.)—
.Z
L. T GLASS SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. • 1-z LL a p Q LL U
iGli DLO qQ Ohi•-i--02
BI 7.ALL FRAMES FULLY WELDED. `L -.7.
v1 U Z rn
fi i.- 00�)-D-OL
8.SERIES/MODEL DESIGNATION PW-8300. .` z=W 0-A�N
61 ,� WI-0 azujY
j
- 9.T E D FIXED SASHON X AND 0 STAND FOR THE FOLLOWING: i I- G i 0_U
l
__------ 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ���`��yDRE14'+'+�
OCATION. ���� P'pE�Ri T�'����i
.. No 58101 ••t^�
L*: * ,*C
i93 S
•
:31• 3TAIE OF �•W+`
i.., ___- 121 114"MAX.FLANGE WICITH------ t�?n�•'.R' P .2,4.
_..._ ._...120"MAX.UNIT WIDTH.. _. Lucas • s.,..O.••...•%, �O
., ---_ Turner ''++ "A++a�••
_.� 2017-08-30
MA�4" 17:13+20:00 ��
FLANGE
IF,GHT ;
8/28/2017
48" •
LUCAS A.TURNER,P.E.
MAX. FL PE#58201
UNIT I 1239 JABARA AVE.
HEIGHT I NORTH PORT,FL 34288
PH.941-380-1574
SN1ET DESCRIPTION. -..
TABU' OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS 1
ARCHITECTURAL SHAPE'', 2 1 BRAWN By DATE:
GLAZING
GOMPNGI iTAILSALYSiF 4 LS 3MAX. UNIT SIZE C . .IGN PRESSURE RATING IMPACT RATING ; ADE 02/08/09
SECTION V:::WS&ALT.FRAME 5 84"x 96" SEE COMPARATIVE ANALYSIS NONE iDN 3 H€�,
BOM&EXTRUSIONS G CWS-339 E
ANCHOR.: : DELE L hC•TES 7 120"x 48" CHART, S
HEET 4 NONE Cc1
SHEETIN I)N DETAILS B1 1.33,33
r
6"MAX.(TYP)-- 14"MAX.t 6'MAX.(TYP.)--- f 6'MAX.(TYP.)----- Ti"MAX.O.C.(TYP.) 7��t j' r r16"MAX.(TYP.)— r--6 3/4"MAX.O.C.(TYP.) 6"MAX.(TYP.)-_-..T Ip Cf�®rJUIJ'6"MAX.(TVP)-- + 11_
(• • - 1900 SW 44TH AVE.
} IOCALA,FLORIDA 34474
-.
J}� - WWW.CWS.CC
11" ..---
63/4- - - MAX.O.C.
14" -_- - MAX.O.C. (TYP.)
MAX.O.0 (TYP.) - - - 8300 PVC
(TYP.) •
p ( - PICTURE WINDOW
• - NON-IMPACT
ANCHORLAYOUT-(FLANGE) -
120"x 48" •
J
• - - P OWO QtW-0C
- W Z O_Z CC- I-
4'MAX.(TYP.)- - 8"MAX.O.C.(TYP.) - W 3 Z _
a MAX (TYP) I� ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) 0 O O a a=o cr
- - - - 84"x 96"WITH TEMPERED GLASS 84"x 96"WITH ANNEALED GLASS 0 0 f/7 Z a I-V)a
O• ZZ-In_zF-Ou,.
Q ZO�Z= U
I 8" II i } Q u_.e
MAX
'I CC Q R< 1- 10 Z '
TYP•
.; 4"MAX.(TYP.)- ---1 1h--}----8"MAX.0.C.(TYP.) w 0 a K ai 0 W O Iii.
Ii a"MAX.ITYP.) a ma- cC OO I
O W/-° W=CC>-
i.1 I I a 1 a CC
-TNCHOR LAYOUT-(FIN)
120"x 48"
1 ��,,04.0RE W�14,i.
II 8" -
C
MAX.O.0 `.o,▪.. N $•... .-.
(TYP.) , •
Cv;� No 59201...1.-.
(TYP.)
:*j * ••.*-
0 p. STATE OF ••
a
NOTES: ,,�1SS7• 0N•A•1.E p•ss,
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. 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 XZ'
GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ANCHOR LAYOUT-(FIN)
ALLOWED. 84"x 96" 8/28/2017
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8.
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 FL PE 6 58201
MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
NORTH PORT,FL 34288
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 PH.941-380-1574
MINIMUM SPECIFIED IN TABLE 1,SHEET 8. )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-1X BUCKS ARE 1 ANCHOR SCHEDULE AND
OPTIONAL. I NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL roRAWN BY- DATE- -- 1
ADE 02/08/09
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. -- --- --�
owcu' _ REV:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-339 ' E
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), FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:40 SHEET
7 OF 8
MIN EMBEDMENT --j ap)/1yu(/LJL2-
SEE TABLE 1 -SUBSTRATE L'
TYPICAL HEAD ANCHORAGE BY OTHERS • ri,,,
�', W`.; SYE
1/4-MAX.SHIM-----I I.- SEE TABLE 1 MIN EDGE DIST. -SUBSTRATE 1900 SW 44TH AVE.
-- I I� _ _ SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS---� MIN.EDGE DIST. ; , - SEE TABLE 1 WWW.CWS.CC
i1 : 1/4"MAX.SHIM
SEE TABLE '
J MIN.EDGE DIST.
SEE TABLE 1 ■� ' SEE TABLE 1
BY INSTALLER I SEE TABLE DMENT 8300 PVC
MIN.EMB
PERIMETER SEALANT - E 1 S ETTABLEI1 ANCHOR I I.i��
PICTURE WINDOW
� i MIN.EMBEDMENTINSIDE AND OUT -+ ��(- - ' SEETABLE 1 NON-IMPACT
SEALANT BEHIND I`O •��` , /10
FLANGE BY INSTALLER el P -0 L.--1/4"MAX.SHIM ' - --_ a Z a Z O
1� O --PERIMETER SEALANT Z W W g Q W 0II p
--PERIMETER SEALANT I BY INSTALLER W Z O Z It=Z I_
BY INSTALLER INSIDE AND OUT 0 Q U)3}O 2
INSIDE AND OUT U- F-W Z� _
INSTALLATION ANCHOR Z Z=2¢CL W O 0
-SEALANT BEHIND SEE TABLE 1 0 01-0 .Q=I_0.
FLANGE BY INSTALLER SEALANT BEHIND 00 Z- Z CI-~D w
FIN BY INSTALLER Z pZU�ZjU-
INSTALLATION ANCHO''- OB HORIZONTAL SECTION C ` HORIZONTAL SECTION Y r.:0
3 LL W p 0':'
SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE 0 TYPICAL FIN ANCHORAGE CC 2 O F-1-I_-
HEAD AND SILL SIMILAR FOR FIN INSTALLATION FQ- CC= W O?O_:
W O cow�O- U)F-
a Z=a- c[pv)
p wF-O D.=fx>-
a I- D- CCl'U
• --1/4"MAX.SHIM ,�,,,,,p,NOREW/lG,�i
SEALANT BEHIND hi AO
FLANGE BY INSTALLER �� - T 1 ;GP.�v�GE 8201 'P I..
I� , F :-./: No 58201 •••rP c
PERIMETER SEALANT - - r
' 7 -*I )M •'
BY EER MIN.EMBEDMENT 3 9• •U
INSIDE AND OUT I :9 STA1E OF •P W
SEE TABLE 1 li
SUBSTRATE BY OTHERS J/% ,,,�SS1ONA;........eNa�`
SEE TABLE 1 --MIN.EDGE DIST. ``�
SEE TABLE 1 �1.
SEALANT UNDER SCREW--- A _VERTICAL SECTION I, �Im��
HEAD BY INSTALLER Y--
/ TYPICAL SILL ANCHORAGE
o'i z --
�0 8/ZB�o��
__
APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTI, ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. !, FL PE#58201
FLANGE CONCR' .N.) 3/16"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT -- 1239 JABARA AVE.
NORTH PORT,FL 34288
FLANGE HOLLOW UR GROUT-FILLED CML' ''CF MIN.) 3/16"ITW TAPCON 1" "' BY INSTALLER
INSIDE AND OUT PH.941-380-1574
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" (_,--5-}HORIZONTAL HORIZONTAL SECTION
-
SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) ELCO ULTRACON 1-1/4" 2-1/2" a BOX FRAME INSTALLATION
IO"1TW TAPCON -- HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8"
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 110 WOOD SCREW 1-3/8" ''8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE.
16 GAUGE(0.060")MIN.STEEL STUD 16 HILT1 KW IK-FLEXOR MA/ FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 02/08/09
FLANGE (33 KSI YIELD MIN) -.S SELF-DRILLING SCREW THRU 0.060" -MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG 0 REV..
FLANGE 1/8"ALUM.(6063-15 MIN.)OR GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-339 E
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET
FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8