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Query Date:Mon Jun 06 2016 xl rarOClcti uiRCIr IA
Latitude:27.4092 } oKLA�lon� `, i NNEs 56'� rdoGTy ° _ "21
Longitude:-80.3439 rAaouNAE ,
g f :.-ABKPNSA� +
t = j D8118S '"sAASSlS5IQPI�'`
ASCE 7-10 Windspeeds ALABAMa�
(3-'sec peak gust in mph'): a TExhs �a s 1 cEoa iA� ! x
x LGUIFImlA 3� s`"^" i o
Risk Category 1:146 Hp sion ` aN4 # s 1 Y
Risk Category 11:159 �.: v, L� '�`t'"a°�€ 10 "N ,
Risk Category III-IV:170 I
MRI"10-Year:87 ( 1T a s 1
MRI-25
-Ye 107 � � �� 1ax(co 'r�v xv,
MRI"50-Year:119 x1CQv r ro i
NeXN
MRP'100-Year:130
`
x ~kip r Ar;
MexlcoiAtyf f Dommwan ?
ASCE 7-05 Windspeed: s P . !' „3Repubilc r
140(3-sec peak gust in mph)
e
e S a no A co
ASCE 7-93 Windspeed: � ss e ti � rw� x -
99(fastest mile in mph) -
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•Miles per hour . . ...s:+ria. ua< :`.'.n'%a.:,.,......,,...;a»-..x.....a,,:,.:.aw^... .gPQaFi6O15GgN.EGf
•'Mean Recurrence Interval
Users should consult with local building officials
to determine if there are community-spectfic wind speed
requirements that govern.
Printf our results
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While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no
responsibility or liability for its accuracy.The material presented in the windspeed report should not be used or relied upon for any
specic application without competent examination and verification of its accuracy,suitability and applicability by engineers or other
licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent
professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such
professionals in interpreting and applying the results of the windspeed report provided by this website.Users of the information from
this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing
building code bodies responsible for building code approval and interpretation for the building site described by IatitudeAcngitude
location in the windspeed load report.
Sponsored by the ATC.Endowment Fund-.!appLied Te.chnnlogy_Counci!-201 Redwood Shores PPrhway 9--it.')AO-R?dwr+0 City.Califnmia 94065•(650)595-1542
t�
custom
By:John WhighanWINDOVSYSTEMS
1331723(1
1900 S.W.44th Avenue.Ocala,FL 34474
Ph:352-368-6922 Fax:352-368-2928 Attention:john@soflalum.com
soflatum.com
"goes I
Cust PO#:S16-077
47key
x 'f,V, �r s a s
SHIPTO
Route:FtPrc-
4801 SOUTH'US 1 4807 SOUTH US HIGHWAY 1
FT PIERCE,FL 34982 FT PIERCE,FL 34982 Job Name:email
Ph:772 466-4913 Fax:772 466-1074 Ph:772 466-0913 Fax:772 466-1074 Version 1 Cust No.SOU700-P3190
Item No.1 Qty:3
Model:610-SH Color: WHITE
Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE
FRAME,18 x16 Screen Dimensions ��
LOW E 366,lnsulated,FLANGE
ROLL FORMED Half Screen TIP:361/4 x 62 112
SCREEN ACTUAL:35 x 611/4
AAMA Std.Gold Labeling
FPA#17234.1,WHITE PIP
DOES NOT MEET EGRESS,
jk
d v4 '
"' zb m,..,.-b.,
.
Item No.2 Qty:2 —;
� - I
Model•610-SH Color: WHITE
i
Desc:610 Aria Series Single Hung DP:+501-50,[FLANGE],[AUTO-LOCK],WHITE t£:
Dimensions
FRAME,18 x16 Screen
LOW E 366,insulated,FLANGE
ROLL FORMED Half Screen TIP:361/2x62112
SCREEN ACTUAL:351/4 x 61 114
AAMA Std.Gold Labeling
FPR#17234.1,WHITE
DOES NOT MEET EGRESS, �� x
i
Item No.3 Qty:1
Model:VERTICAL MULL KIT ARIA/SS Color: WHITE
Desc:VERTICAL MULLBAR KIT ARIA/STORM STRONG,FPA#5777.2,[FLANGE],
Customer to field mull,Standard"T"Clip,WHITE FRAME,3"FLAT MULL,STD Dimensions ,
HARDWARE W=1.000001=0.5000W2=0.500 1
,I
AAMA Std.Gold Labeling,
w
6/6/16 9:48:27AM Page 1 of 2
ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE
ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES
PROJECT NAME: Tara Clark NOA or FL# FL#17234.1
ADDRESS 3115 Sunrise Blvd. NOA or FL#
CITY/STATE Ft Pierce, Florida NOA or FL#
CLADDING TYPE: lWindows NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED (Vult) 160
NOMINAL DESIGN WIN P's PEED„(Vasd) 924 ROLL DOWNS, WINDOWS, MULLIONS,
EXPOSUR E B' HEADERS,STORM BARS etc.
MEAN ROOF HEIGHT 15
TOP OF WINDOW OR SHUTTER HEIGHT 8
WIND DIRECTIONALITY FACTOR 0.85 EFFECTIVE WIND AREAS
ENCLOSED BUILDING GCpI=±0.18 <=1OSF 10SF><=20SF 20SF><=50SF
POSITIVE PRESSURE (ZONE 4+5) 31.6 18.:9 30.1 '8 1 28.3
NEGATIVE PRESSURE (INTERIOR ZONE 4) -41.0 24:6 ~� -39.3 =23 6 -37.0 22:2
NEGATIVE PRESSURE (END ZONE 5) -50.6 30 4 -47.228 3 .' -42.7 25".6:
PARTIALLY ENCLOSED BUILDING GCpi= +0.55 <=10SF 1OSF><=20SF 20SF><=50SF
POSITIVE PRESSURE ( ZONE 4+5) 41.5 24.,E 40.0 24:0 38.2 22.9
NEGATIVE PRESSURE (INTERIOR ZONE 4) -52.8 317 -51.1 -48.9 .29:3
NEGATIVE PRESSURE (END ZONE 5) -62.4 .37.5 -59.0 -35 4 :< -54.5 32,7
2 x LIGHT GREYAREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
`� ' \ 6/6/2016
DESIGN LOADS PER ASCE 7-10
ULTIMATE DESIGN WIND SPEED(Vult) 160
NOMINAL DESIGN WIND SPEED(Vasd) 124 INPUT ULTIMATE WIND SPEED,
EXPOSURE B,C or D B
MEAN ROOF HEIGHT 15 EXPOSURE B, C OR D, MEAN ROOF HEIGHT
HEIGHT OF TOP OF WINDOW OR SHUTTER 8
WIND DIRECTIONALITY FACTOR 0.85
FOR BUlCDINGS'R40F ANGLE>=1Q DEGREES(>=2112,PITCH).
..-
BUILDING TYPE POSITIVE PRESSURE NEGATIVE PRESSURE NEGATIVE PRESSURE ROOF PITCH>=2112
AREA 0=>t=10SF END&INTERIOR ZONES 45 INTERIOR ZONE 4 END ZONE 5 ANGLE>=10 DEGREES ;
ENCLOSED 31.6 -41.0 -50.6 MRN
PARTIALLY ENCLOSED 41.5 -52.8 -62.4 I ;5
I I
BUILDING TYPE POSITIVE PRESSURE NEGATIVE PRESSURE NEGATIVE PRESSURE 5 : 4
AREA 10SF><=20SF END&INTERIOR ZONES 4,51 INTERIOR ZONE 4 END ZONE 5 4
ENCLOSED 30.1 1 -39.3 -47.2 :5 /\ DIMENSION
PARTIALLY ENCLOSED 40.0 -51.1 -59.0
I
BUILDING TYPE POSITIVE PRESSURE NEGATIVE PRESSURE NEGATIVE PRESSURE /a RCENT OF LEAST HORIZONTAL
AREA 20SF=•<=SOSF END&INTERIOR ZONES 4,5 INTERIOR ZONE 4 END ZONE 5 OR 0.4H,WHICHEVER IS SMALLER,
ENCLOSED 28.3 -37.0 -42.7 /a LESS THAN EITHER 4%OF LEAST
PARTIALLY ENCLOSED 38.2 -48.9 -54.5 MRH=MEAN ROOF HEIGHT \ HORIZONTAL DIMENSION OR 3 FEET.
s.FOR'BUII:DINGS,RQOF ANGLE<=1q DEGREES <.,:2/42 PITCH!,
BUILDING TYPE POSITIVE PRESSURE I NEGATIVE PRESSURE NEGATIVE PRESSURE
AREA 0=><=10SF END&INTERIOR ZONES 4,51 INTERIOR ZONE 4 END ZONE 5
ENCLOSED 28.9 -37.5 -46.1 ROOF PITCH<=2/12
PARTIALLY ENCLOSED 38.8 -49.3 -57.9 ANGLE<=10 DEGREES MRH
5
BUILDING TYPE POSITIVE PRESSURE NEGATIVE PRESSURE NEGATIVE PRESSURE 4
AREA 10SF><=20SF END&INTERIOR ZONES 4,5 INTERIOR ZONE 4 END ZONE 5 5 ;
ENCLOSED 27.6 -35.9 -43.1 4 :5 5 \\
PARTIALLY ENCLOSED 37.5 -47.8 -54.9 '
BUILDING TYPE POSITIVE PRESSURE' NEGATIVE PRESSURE NEGATIVE PRESSURE /a \
AREA 20SF><=50SF END&INTERIOR ZONES 4,51 INTERIOR ZONE 4 END ZONE 5 /a,/\a
ENCLOSED 25.9 -33.9 -39.0
PARTIALLY ENCLOSED 35.8 -45.7 -50.8
i
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Rol
i-1G6.;i-"ec"�tr frn J BCIS Home i Log In ;4 User Registration Hot Topics Submit Surcharge ! Stats&Facts ' Publications FBC Staff BCIS Site Map Links Search
Business, ^,
� � � OProVUct ApprovalProfessional USPublitUser
Regui Product,APPMv_i l Menu>Product or Application Search>Application List>Application Detail
FL#
�ReviD
Application Type
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
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 ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category indows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440 2008
ASTM E1300 2004
Equivalence of Product Standards
Certified By
-Product Approval Method M9ethcd 1 Option A
Date Submitted 02/29/2016
Date Validated 02/29/2016
Date Pending FBC Approval
Date Approved 03/03/2016
Summary of Products
FL Model,Number or Name Description
172.34.L __1' SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung,Non-Impact,53 1/8"x 76"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17234 R3 C C&C&A&13�-13Qkpgf
Approved for use outside HVHZ:Yes C&AQ_CA9Aa_EL1:L051PAf
Impact Resistant:No f
Design Pressure:+50/-50 Quality Assurance Contract Expiration Date
Other:SH-610 Equal Split or Oriel,Max.size 53 1/8"x 76", 08/15/2018
Fin,Flange,DP+50/-50 PSF.Glass complies with ASTM Installation Instructions
E1300-04. FL1 1 .0
ML� f
Verified By:Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
DU7234_a3E in5�, .Cp
.._.pj:K$7 _($t[A Q
Created by Independent Third Party:Yes
F-_-_k F---I
Contact Us 1940 North Monroe Street.Tallahassee Fl.32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyriaht 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 here.
Product Approval Accepts;
0 MAE E�0
i
I
SINGLE HUNG-NON-IMPACT GENERALNOTES:
1.THE SHOMH IS AND
(SHOWN wlOIFFERENT OP710N51 MFACWFEDTOI1dTHEFOO
euunNG CODE(Fecl.WARNEDITION.
WINDOW SYSTEMS
Imo swum AYE
OCMA,0.0NDA6F4M
2GLAZING OPTIONS,(SEE SHIM) wVJVJ'GwSGC
x.CONFIGURADONS:rox. 610 PVC
RANGE W WIH FLANGE WIDTH
1.DESIGN PRESSURE RATING(SEESHEETTI:
moe ANEGATIVE DESIGN LOADS BASEDON,TESTED PRESSURE SINGLE HUNG
MA%UMTY/NM� 1nfTvnOTH ANGGLASSTABLESASTME.I]OUW. NON-IMPACT
GLASSIRO—� n�°ccGD -POSRIVE DESIGN LOADS BASED ON,TESTED PRESSURE.
WATER INFlLTRATxW TEST PRESSURE ANDGlA55
—^ II A TA&ESASTM E-1x8691 m N�^
S.ANCHORAGE!THE xx iq%STRESS INCREASE HAS NOT Elfin W
I �
SEEN
11 DESIGN
11TPROOCSEE
wodaaw aw`
o
SHEET7FOR ANCHOR WWION
M� RC6WASUSDFORWDOR
WTIONS.
I HI GHT 6 NOT APPROVED FOR OIPACT RESTS M NFACT m Z
PROTECTIVE SYSTEM IS FIGURED d W WO BORNE q y
8 0 I O GI.l55 DLO DEBRIS REGION. ry 2 w
IrtIGNT C O131S,Ir ).ALLFRPMESANO V FULLYWELDED.51—LJOINT
/ SEAM SEALANT USED AT FGEDNEETWG RAIL AND J-D,
IBNR B.SERIESIMODEL DESIGNATION IW 610
i NEIDNT STHE DESIGNATION ANDD STAND FOR THE FOLLOWING; I I Rf s o
1 x.OPERIIBLESASH,O.FI 1GASH I ,m a Z
II
10 SECTION OALLOOTSAPPLY TO ALL ELEVATIONS IN A
SIMILARLOCATION. " OR.....
SLASH i �I'g /� It.ExTERNAI WEEPSLOT.IM4I.1?LOCATED5'FROM � •��cENyF.T,).p,`4
HOW! I SMA9x GlA59 DLO BORA ENDO. ��7 No SB201 �A�
G R55O O
4 D GHt A ,
Luras A Turner •� 1
59t. 6747E OF JW:
2016-02-23 '• F p ...
�J I r os:zsos:oo �'',Fss�aHni;eN°`',,,
C Y¢ ylTM N ,
A iiZ2a
clAssoLo ORIEL 2(2312016
LUCAS A.TURNER,P.E.
MYSIl9iwi0TH FL FECS62d
IP IASARAAVE.
QUAL SPLIT NORTH FORT.FL x4368
PH.9r1-5861574
MAX.UNIT EXTERNAL GENERAL NOTES AND !
r oFcoN)EN1s CONFIG. DESIGN PRESSURE HATING IMPACT RATING ELEVATIONS
I. SIZE REINFORCEMENT
GENEiML NOTES A ELEVATIONS_I
oPauwrs___.___.__._.x EQUAL 37'x 76° NONE P WADE (18109/14
SEE COMPARATIVE _
. .. ..... .. - -. -.. -—--
EzrRusIONSAB.o.AI__._.............s 53-1/6 x76° '2011 ANALYSIS CHART,SHEETP Cl c
.ANCHOR SONEDIXE4 NOTFS....._..8 SHIORIEL - - sHDET
I dSTALUTI OI OETAR_.._.__....__) - •ONLY REQUIRED WRH H4137 FIXED MEETING RAIVIL SCREW-ON WTERLOCK 5.2661-SEE SHEET 4 FOR DETAILS
120 OF7
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Desi OPreswrts(PSq f,,Eq,,ls III CPOfi ra6Os mffi aa,,T es B,C.O,D
UNI aft Widths m
11.1 ht1 in. L3 111 27 29 I/3 31 1/2 5 39 V2 Il 1/2 13 1/2 4)1/1 51 1/2 53 1/8 WINDOW SYSTEMS
35 2 1%01450 •ma-]5.0 .5¢01-]50 4%a-MO +%.x45.0 •W.01-7&O •Wol.n.0 •50./-7&0 +%a-]SA +m/->O .50./-75.0 Ism SWUTH
39 2 •%01-7&0 1+50.01-75.0 +m/-ho M01-MO .%01.75.0M01.75.0 +xi 015.0 •50. .7&0 •5¢01-h0 •%02410 *xi CV-7&0
.xi Y�AVAN CWS�DC0A 3u)4
11 1/2 /0150 +xi/-nO . V no .m/.Mo •5¢/-75.0 +m010110 •50.01-]5.0 +ma-710 •%01-]50 •%Qf-mo •5001-]11
d3 2 •xi/-)SO •50.0/-75.0 +50./-mo .xi -750 .50./-75.0 .W,O/aio 450.0/.75.0 +50.0/45.0 .O.Q/45.. .xia-714 +50001¢6 610 PVC
47 v2 .s0//-]So .m 4&o •s¢0/-]&o .m -75.0 +ma-]5.o +Wo/.na .sW_I5.0 .xi/45.0 +m01-75.0 .m/-6&9 .%a/.m2SINGLEHUNG
51 +%x-75.0 •%x-7&0 .ma-7&o +ma-750 +%O/-n.0 +M01-73.0 .%0145.0 .SO.aa10 .ma-n.7 .ma-6s2 •xi -W.6
- s3 2 ✓n 1-nO1% -75.0 .W/-]&o .ma-710 .%0145.0 .ma-7&0 . CMO .%D/-75.0 .xiaal.o .ma-6'ifi .ma-azo NON-IMPACT
+m
55 1/2 /.> •xi/-]S.a +xia41D 4m-n.0 _W.7&. +xi -]50 •xi/-75.0 4mx01&o •xi0/-%5 +xia-62.I .ma-59.5
59 1/2 .ma- 0 0/-]S.o •xia-]5.0 .xia-]50 .50.01450 .=/-mo .50.01-]10 •500/-668 .ma-535 .ma-57.0
Y2 •%010150 +xi. 429 +Wo/__ .0 4mol-716 .%01.71.6 •ma-71.5 •xi -72.6 +m 4L6 .%D/-6016 •%01-573 •xia-54.8 d M w
3 .m01-712 -M 01 .50.01 600 .m -6].4 .% -623 +%01-673 4%/-67.3 1510/-67.3 4xi -6L6 .%a-m4 .50.01.53.9 o alo v
61 2 .%01.69.8 ..11-65 /6L
.6 .W.O/.R+4 .m - ] +%01/.0.4 +%a63
- A 4%x-63.0 ♦%01.0.4 +xi -62.) .SaW.S&5 +m0/-53.0
]I 2 Oma-64.0 .xia .] .xi
-59 /-503 -5).3 4xi/-565 4MD/,5&5 4 0/-%5 .% -565 +xia-565 •xi -519 +xixixi -515
74 3/4 • a-509 •50./-SS.fi •xia-54.1 + -510 .m 8 4
01-51. .%01317 xia-51.] -01-1.
m -51.] 4m.a-SL7 .%x-5L] •5001-50.4 w
76 +ma-585 4%a-54.1 .%a-sz6 4%a-szs 4%01-%l 4%a-%0 .%a-%0 .%01%0 .xia-xi0 +m11-%0 +m01-%0 _yl.l o
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Desi 4Pre"",PSF far Odel Confl ,,U4OWlth GlmT ,,ABC or Dinthe5ash,,,d W,,,T e1COr Dinthe Plaed .wl4mj
Unit UnIt.dt,in
H,1R111111.1 11/1 27 1/2 H 11131 V2 35 1/2 39 41]n 43 1/2 11 1/2 51 1/2 53 1/8
35 1/2 Oma-]SO 4m0/-75.0 4%x-75.0 .%/-h0 +m/-]5.0 .xi/.Mo •%/-750 450.01-]&0 •SOA/-]50 +xi/-75.0 .ma-Ro m ski
39 1/2 +m/-RO .m/->f0 •m/-ho +ma-]5.0 •%0145.0 .%a-I10 +xia450 +ma-]SA .50.11-750 •%01-7&0 •%0/.74.1 I OI r
GREW 4
01//2 .xia-]50 •%01-]5.0 •xia-]5.0 .%01.75.0 •ma-h0 +%. -7&0 +%/-75.0 ]50 •%/-]SD -00- K¢/-713
d3]/2 +mx-h0 .%x-]5.0 4xi -]10 .xi,/,no +xi/-]5.0 -xi 00- •m/->£0 •xi/450 +%x-75.0 •%11-716 .5%0/-619 � •`IOENSF':,'Y�'
47 2 + +W.13/45.0-7&0 -0/45.0 +W.. S.o 4%01.75.0 45&045&0/-n.0a-]5.0 4s0. - .0 +%a-R.0 +ma-]5.o -74.8 4xi/-67.2 +m -64.6
51 112 4%01-%0 .xio/-68.4 Oma 634 .%0j-68.4 .50.01.661 M/-67.4 •%/-67.4 450/-6].4 .m0/-61A •%a-63.6 .xia-61.1 +: +
53 112 •%11-64.1 •m -614 .W O/-614 -%W-M.4 .50.0/41.4 .xi 01,61.2 -/-l .%W.62.1
.%0/41.1 Oma-61.1 lW0/-59.5
55 1/2 +%01.569 •xia-539 •xi01-SI.9 •%01-5].6 +% -ml -MW-55.7 .xiW- 6 •%/-51G .xi/-55.6 .m0/-55.6
59 1/2 -01-M +xia-51.6 +xia-513 •50.01-513 +%a-513 ♦%01.57.0 •%01-%5 1%01-mI •%/-50.0 •%/-m0 4xi/-xi0 '4i4FFS:00�0.a0``�.•
p0l,/I +ma-525 +%a WA 1%01-%0 4m/-m0 +xi -50.01 .m -m0 +s¢/-xi. 4m -m.0 .ma-m0 •%x-m0 +m/-%0 h4I/i......%01.50.4 Oma-%0 •%a-xia •ma-m0 •%a/-xi0 +m -mo +m.o/-xia .SOD/-m0 +m01-%0 .%01.%0XZ001-50.0 .m11'%0 .%a-m.0 .50.x-%0 +ma-%0 1m.W'S0.0 .50.01-%0 +xia-xi0 +m.001.50.0.m -525 +ma-50.4 +W+01- o .50.01-%0 •m0%m.0 +5 -xio +m ,WA .m.0/-SOA .mx-%0 .ma-500 ..' /1757/272016
%. ♦%/-m0 •xi -50.0 +xi./30.0 +m/-xi0 •m .xio .ma-m0 •xia-m0 .%01-m0 LUCASA TURNER,P.E.
•%0/-525 •ma-mA +W.D/-50.0 +m/-m0 .xia W.o 150.01-xi.0 •ma-xio .mo/-%0 •5¢/-xi0 .xi/-xi0 .m0/-50.0 FL PEO SB201
1MJ ARAAVE.
NORTH PORT.FL 31780
PH.941.38D1574
j DESIGN PRESSURE
CHARTS
WADE 0&.9/14
__-- NOTE:_ -- --.- ------ CWS-875 C
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PH.911-300.1574
GLAZING DETAILS
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SECTION B-B
NOTE:LEFT SIDE SHOWS FIKED SECNON VIEW, wlw m m
RIGHT SIDE SHOWS SASH SECTION VIEW.
,� IMEfl10R 3 O�m; z �
_.�i• No 56201 '9
STATE DF-A
20yyNA Ep�eer``
e Fla
r4ejN`Zo,
2/132016
LUCAS A TURNER,P.E.
- e SECTION D-D FL PE F W201
DEEP POCKETUNFFRAME 1238 UARARA AVE.
O' NORTH PORT,a MM
2 Pa 9d1.33615Td
P P NOTES: F1 uEswrnox.
-FIN FRAME AVAMBLE FOR BOTH UNI FRAME SECTION VIEWS
AND STANOMO FRAME TYPES.
-ON 88311A ERS MIDDEEPPOCI(ETUNI�FMME
SECTION A-A MTERNATECRDI ETING RAIL (X3183)REQUIRED FOR LARGER SASHES.(NOT ,AIDE w08l09/14
eup uN.Fwe SHOWN IN SECTION&8)
E10ERNAtRE0JFORC I!!NT-REQU --
.,TWIDTHS OVER 3T'WITH ME14611T CWS935 C
FInD MEETING RAIL AND SCREW-0 INTERLOCK,. SHEET
NOTE:ITEMSNOT SHOWN FORCLARITY:384I 12001' 1:2 dOF7
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56418 PVC ND FMRH21 IS BOM AND EXTRUSIONS
I I_ H6157 fi0p5q•T5
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CY/5-935PVC SCREENRETAINER EXTRUSIONS ARE ALUM 6pfi3�T6 UNLESS OTHERWISE NOTED. SS21) 12
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ANmR LAµ lf9lGEI ANCHOR LAYOUT-fFIM • DREW/ z
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NOTES: y C,5 RTATE OF Fes,
(.INSTALL ONE ANCNORAT EACH INSTALLATION LOGTION.SLL ANCHOR SPACWD SAME AS HEAD. �'A�ssFOryp1-Ea�s�
x.SHWMREOATEALTIWSTALLATIONAN .RUSINOLOADBEMINGSHWS.MAILALLOWABLESNWSTACNTOBEIN'.USESHWSWHMESPACEGRFATERTHANIll6' PRESEHT.LOAOBEMWGSH SSHALLBE FI
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9.ANCHOR TYPE,SME.SPACING ANO EMBEOMEM SMALL BE M SPECIFIED IN THESE DMW WGS,SEE TABLE I,SHEETT. 7113F1016
4.ALLINSTALLATIONANOIORSMUSTBEMAOEOF08PAOTECTEDWOH—.O .SIONRESIBTAMNATERIALORCOATING.DISSBAR METALS OR MATERIALS W IO T WITH PRESSURE TREATED WOOD NUST LUCASA TURNER,P.E.
BE PROTECTED TO PAEVEM REACTION. FL PES SBx01 :
I239 JABARA AVE
s.WSTAUATIONANCHORS SHALL BE W ACCORDANCE WITH ANCHOR MANUFACTURERSNST—TIDN INSTRUCTIONS.AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MBBLIUM NORTHPORr.R, xeB
SPECIFIED W TABLE I,SHEET T. PH.9AI-BBD1
S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCBET .0 OPENINGS,ENBEONENTSRALL BE BEYOND WOOD BUCK:.IF USED,INTO SUBSTRATE-I%BUCKS ME
OPTIONAL ANCHOR SCHEDULE AND
NOTES
T.A MINIMUM CENTERCENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:]'FOR MASONRY,I-FOR WOOD AND NETAL.
B.SOOD OR MASONRY OPENINGS,SUM AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND WSTALLED TO TRANSFER WIND LOADS TO ME STRUCTURE w.ADE OSN9l14
SHALLM�EISHEABtlILEUMBSHENGItlBESH1®EMEaLS.AGSHOwuw cl�rZmYCRETE px01dASDNRYSUBSIBATEBNAY.NDiBEtRAC1�D_______.__ __�_mv ..__
9.SEALNGMDFLASUNOSTRATEGIESFOROVET4UL WATERAESTOANCEOFWSTALLATIONSHALL BE DONE BY OTHERS FOLLOWDIG MECNWEM VERSION OF THE REFEIIENCE DOCl1MENTS: CWS 935 C
F"AAMAIWIFNW—SL. AANA x99"-EWWOOWS),FNAWONA x50(BO%WWOOWSI.FMNAANMYDMA 3rolEITEAIOA M`OP.S ._.._�._ SHEET
120 60FT
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TYPIGLMEAO ANCHOGGE SEETABIE l OTHERS
MEDGE-L W'NAt SWN SEE TABlE1 EOOE OISi. SUBSTMMTE 9mH5DYDIM ST3TYEEM3
5 EE TABLE t EEE—,
1 SE—LE, OCMAFLOROASIa]E
i �aMTE BY OTHERS N•NY.SMM � I WWW.PYS.CG
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SEE TABIE 1
W.ENSEDNEM 010 PVC
� ER SEAUNr sEE T%elEl ETaoNANcnoR SINGLE HUNG
vrsmE ANo our /
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SIRSrMTE BY OTHERS �1 A •'
SEE TABIE 1
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TABLET:APPROVEOINSTALLAMONFASTFNERS 7/=2016
FPANETYPE SUBSTRATETYPE ANCHORTYPE NIN.EMBEONENT MIREDGEDIST. LUC A.TURNER P.E.'
RANGE OO`TCRETERO%S-) 116-RWTAPOON 1' 1-IT FLPEASBE01
FUWGE HOLIOWORGROUTFLLEDWU(117PCFMN) YI6•RWTAPCON 1• 2 O-ETFASEAWIT Ing JAEARAAVE.
FLUCE CONCflETE(2B5%SIMN) .-ELCOLILTRA O 1' 1' BYUATALLER Al RTNTOR'FL.a..
FUNGE GPOUFFALEOGMU(ASTMGSD) .1WELOOLATRACON I-Ila' 2-1? WSIOE ANOOUi PH.9a1a00.15]a
�01 Iqi@ONTAL
. 2%MN SOUIHEPH PNE(G.0.55) ORELOWDITUALTPMOOCN N FILWEINSSAETU
JAANMBS FOR BOl WSTKUTION swE
INSTALLATION DETAILS
]%MWSOURIERNPINEIG•LST . WOOTIKWK ITIB' NS'
IB GAL%3E(G.MN, SlEEL51U0 AI0.1BH0.FNVLUNE%OROW FULL I&fl FLANGERE OVAL DINCLU..GA PARTIALLY OR LILLYON IS
OTHEFLANGE,
RANGE (SI NSI YS:LDNM TENS SEIFONl➢VD SCPFY IHR110.0EP ]/IS' UP TO AND WCLUOWGABOX�FRMIE APPLICATONIS ACCEPTABLE PROVIDED: 1�E O6109114
UB-ALUM.IEGRiTSNN)OR EI GRADES5ELF-TAPPNGI FULL THREAD
- RANG6- - +NSIDEAN�LIE�ON ER;B INSTALLER. Fr'.nvIc AEPLIEp_. ♦ _
` S (JG%SI N.) —ORLTNG B(AEW -S-Wi OT]5' INSIDE AND OUT;FULL PERIMETER,BY INSTALLER - Y -
FN ...SOUTHERN PINE IO.a55) AIO WOOD SCREW I-vz 1? -PR ODUCTANCHOMGEISNACCORDMCEWITHREOUIREMEMSAS CWS.;-3-5 O
NOTE:UNIF-FRAME OPTIONS NOT SHOWN. SHOWN FOR FLANGE WINDOWS. T2 7OF7