HomeMy WebLinkAboutPRODUCT APPROVAL ROOFINGrage i • or t
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FL * FL7561-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
.Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
M
Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954)949-3200
dk@doldmengineering.net
Do Kim
dk6dokimengineering.net
Bruce Peacock
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949.3200
b peacockeelitealuminum.com
Category
Roofing°
Subcategory
Products' Introduced asl a Result of New Technology
Compliance Method
Evaluation Report from a Florida Registered Architect. or a Licensed
Florida Professional Engineer
L.4 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Do Kim, P.E.
the Evaluation Report
Florida License
PE-49497
Quality Assurance Entity
QAI Laboratories
Quality Assurance Contract Expiration Date
12/30/2022
Validated By
CBUCK Engineering.
M, .Validation Checklist - Hardcopy Received
Certificateof Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified Ely
Sections from the Code
-1709.2
e COP
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htto://xvww.floridabuilding.orutpr/pr app. dtl.aspx7param=wGEYXQwtDgsgJkzX72BeuCe.., 1/8120.18
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`Florida Building Cade Online
rage L of z
1
Product Approval Method Method 2 Option
Date Submitted
08/15/2017
Date Validated
08/1611017
Date Pending. FBC Approval
08/20/2017
Date Approved,
10/10/2017
FL it Model, Number or Name
7561.1 Aluminum/Aluminum Composite
Panels
Liks of ed foUse
Atnpprovr use In MvMz. Yes.
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +801-80
Othen In HVHZ, not to be used In structures considered
living areas per FBC:Sectlon 1616 unless Impact protection
IS provided. See Installation drawing for nominal allowable.
design pressures and'spans.
Desaiptlon
3'/4"/6'x0.024'.x11b EPS Composite Panel,
3"/4'/6'x0.032x11b EPS Composite Panel,
3"/4'/6'x0.024'x2lb EPS Composite Panel,
3'/4'/6'x0.030'x2lb EPS Composite Panel,
Installation Instructions
EL7S61ite Aluminum Corn -Install
Instruct.Ddf
Verified By: Do Kim, P.E. PE 49497
Created by Independent Third Party: Yes
Evaluation Reports
Fl 7SFl Rd Ar- FL 7SGI Evakhation.Reoort2o17 FBC,odf
Created by Independent Third Party: Yes
DacM NOat
QnUct )g ;: 2601 etaR c,m s Read- Tnllahmmo yl »394 Ph9m, 852d67-1ei{
Tbf sate Of Ronda K a" AA/EE0 empldyer. Cenvrieta 2007.2023 2AM eF FWWj. ;: Prtvary Sttarr. 'It ; s :: e.nMw S41111e1t
under Florida 4a, emaa addresses are vubtt records, it you do riot wantyour e-mail address round in rtsooma to a pubic -records reau"t. do not and
daaronk mad to %M er4ay. Woad, contact flu once bypbone or by tradatonal maP• It you have any Oueations, 00M Contact 1150.4VANS. aWmsuam to
Section 455.27511), Ilom& statutes, atkctNe oGOOet 1. 2012, licensees holrrsaa under Chapter 455, P.S. muss provide the Department wrta an email edOresS N
t ty have OM. The. amass provided may be Used far orfidal CORA WrJM ldn with tra k&nM. HOneyer maU addresses are VAk record. If you do not wish to
$up* a porm"M address, Pluto prows the Depan(Mnt with on Wd addro "Can be made ovaaeb's to the "iC. To de[onift d you ant aiicormw under
chapter 455: F.S.. oaasa ak� b=. .
Product Approval Aapb:
MOMERE
Mffif-"-M�
nT
:
l ` httna/www.floridabuild ne.ore/nr/nr aft dtl.asnx?Harem=wGEVXO%vtDgsgJkzX72BeuCe... 3/8120'18
ELITE PANEL SPAN TABLES:
6' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
1(ET _ _ I MAX. ALLOWABLE SPAN (n)
1. Net allowable loads are permitted. to be. multiplied by 1.67 to derive ultimate loads (psf).
6' x 0.032,x 1 — LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLDVABLCI
LDAD EPsr)
MAX. ALLOWABLE SPAN '(FT)
L/BO
L/iNA
V180
L/240
.»
e4w
Eon
am
Im
s•
17se
IW4
...6a
t4 e
/
).
1 JPlit
.22
n
. T e
(NFRAL NOTES
1. COMOSI ap ds shill be eowavcM tni%type 3oMi1S4 domimlmiseiap. I or 2 PCF ASTM C-STi iwPcM brand US
sdbao jr, domim'm faemp with Ashhod ChneW 2MOD ISO Brie. Falarkwiat W be by Me pPM p'omias caly in
acwPdeLc wah appro.ad"fibricgie.n medods.
2. Elite roof perch meiAuai A UL 1715 (W) ckn'D' (eat) ad* Rod re NER 50) OPPro''
3, Min tpeeiftntioa hm beeel dames! aad ¢.ell be histialed in ao(adarce Willi the requieegams Of 00 Fbrldo 8w1dt1µgCO&
N Ediioo (IW-1 ca"Woye panh a mpiy oih Chapter 7 Swoon 720,Cbq*r b Sedim 503. Class A interior Raw wW
Cl"w 26 Section 2603, All food WMing CodeVMadmew s1t20 be sdiaed to as'sgvhW-
4, 1Iw, &iVw sWl dc1csW a by imepeed anginoedns pie" de slYw *k kerb forsioe "Wakk tool conadions.(Ialnding
load rombimiow) Wng th etas Dom the dWosbk beds ubles wad spun in this apptn4RL
5. Ddlecown Baits end allousbk Mwn bs4e beer tired 10 Soot FSC kthWtV the HVX7- la ""a dh prodnet *a be Bred
ism mms-m io be aoe&%vd li.btg atmC per Sea$M 1616 etT�s impeet resisraooe k aocee6To i an the F1�71Z
FAWA inem we nse4
6. sira* bow of2A his bmtow a 4mlop dbw" kods and span 0um teairg to aecae11al1ee in the fwaddises for
Allnsinst Stouts" !Batt 1 and conform m the F13C Chaper 16 aril 10.
7. ?taq he bow criodocled in wootdaots to AWM E72-0S:.1411 b Tear of Ponds for SU" tg CdMUJX M
B, kckrmc rwanVorte HBTb)5.192L HtiMW2164, WIW6--VM. HEn-06-2103.1thn4&2067. HED45-I002- HETI-
062107 FtfTldS-r9rt7. HM--O&2009.IMT40b20A. HETi.06.2071. HETI-0S-19M, HETIBS-I"1.11En4)6-:072
HET1-06.2073, IiE"4)&2074. HEIT-05-19K HETI454gS9, "En45.1993. IfM.05-1"5, HET"5.1995. HETI4-
i9go, H671-0S-wx HETI-05 :'M. HETI-0S•2029. HEM-05-2039. HEn45.2030. HM1.03--011. HETI-05 201& 1IM,
0l.2036, Heat-m-203 ). HE7145-?oil, Hm4-0 -2o&% HETI4)5-2010. HETI45-20 2,
9. Uom itntaspolum stct0 be all"W Forkg.ecs yilbin Ne ubks "shwa.
I0. Paerh sid fan berms shD be aomi nW "Wgo SWIVpalds wht nor fin, boon. Design ppokakwah any hwhwc
6- x 0.030 x 2 - LD EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (P110
MAX. ALLOWABLE SPAN 0'T)
L/00
L/120
L/190
L/240
ID -
el
a.
2.so
63
2263
ZJ34
tRa.
P7
Sn
h]e
ere-
met
IjK4#
N.0
MA. JOWL V1114
CONTIMJ In CALKING
0000- 00000(T `
)Q0Q0Q0p`O 00000
RUMIur..rmss s>Yrtm
OFT®Ni,
WITCA OR
GRIP CAP
%Lwc .' W V:DTN OrtERLtX M
PATS WVT101 " SLOV) ..
0 0 0 0 0 y.}
OOO�ODODODO 2 � CPS Colt O.� tit Aa O*0 "
0000 .�
o0000
KIMWIM 901rU'
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DO KIM
"xcck^=x, u.c
CONSULTING
STRUCTURAL
ENGINEERS
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T-./arts=/'
Orewi'.p No. - FL-1001
60 KIM & A8,80CIAT -5, LLC
CONNULTINO 'OTRUOTURAL .EI4OINxtlti
Florida Board of Engineers Ceitificate'of.Authorization No. 26887
Product Evaluation Report
Date: August 1-0;.2017
Report No.: FL# 7561-R4
Product Category: Roofing
Product sub -category: Products Introduced as a Result of New Technology
Product Name: EPS Foam Core w/ Aluminum.Skin Composite Panels
Manufacturer: Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
Phone: 800-421-0682
Scope:
This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for Elite
Aluminum Corporation is based on Florida. Department of Business and Professional Regulation Rule
-61G20-3.005 (2.) Method 2.(b) of.the, State of Florida Product Approval. Re-evaluation ofthis product
shall be required following -pertinent Florida Building Code modifications or updates.
Do Kiln and Associates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the
company -manufacturing or distributing the product or in any, other entity involved in the approval process
-of the product named herein.
This product has been evaluated for use in locationsAdhering to the. Florida Building Code, a Edition
.(FBC) and where pressure acid deflection requirements, -as determined by Chapter 16 of the Florida
Building Code, do -not exceed thedesign pressures as shown on the approval.
nrrr�.w+.n-s'iY 4� �J r1uh��
r*rs««.a�w�ow ow-w.r.s�r
M�r+� w�wmrMrl a}.rwi�r1I11M
Do Kim, P.E.
FL #49407
P.O. Box 10039 813;857-9955
Tampa, FL 33679 dk®dokimenginecring net
Sheet l;of3
Do KIM & A880'Ci ►TEs,, 'LLC
CON�ULTINQ STRUCTURAL ENOINCCR8
Supporting Documents
1. Code Compliance
A- The:product assembly, described herein has demonstrated compliance with the Florida
Building Code 6'h Edition (FBC), Section 1709.2.
2. Drawings:
a. Drawing No. FL- 1001 titled 'EPS Foam Core Composite panels", Sheets 1 and 2
prepared by'Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E.
3. Testing,
a. Testing per ASTM E72-05 as performed by Hurricane Engineering & Testing, Inc.
(HETI), andreported in testreport numbers 14ETI-05-1988, HETI-06-2:104, HETI.06-
2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI-06-2107, HETI-05-1987,
HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-0-1994, HETI-05-1991,1.1ETI-
06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-0571989, HETI-05-1993,.
HETI-0$4985, HETI-05-1995,HETI-05-1990,.HET1-05-1997, HETI-05-2037, HETI=
05-2029, HETI-05-2039, HETI-05-2030, HETi-05-2041, HETI-05-2048, HETI-05-2036,
HETI=05-2031, HETI-05-2038. HETI-05-2065,.HETI-05-2040, HETI-05-2042.
4. Calculations
a. Panel performance engineering analysis for tested loading conditions have been prepared
based on.comparative and/or rational analysis, prepared, and submitted by Do Kim, P.E.
5. Other
a. Quality Assurance. Agreement verified with Quality Auditing -Institute, LTD. (QAI
Laboratories, LTD.).(FBC Organization #QUA7628).
P-A Box 10039 813.857-9955
Tampa, FL 33670 dk®dokimengineciing.net
Shea 2 of 3
DO; KIM & Ae930131ATESt LLC
CONSULTING BTRUCTURAL ENGIN«RS
Limitations and Condition of Use
1. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 60' Edition (FBC); Section 1709.7:
2. Large -and small missile impact resistance has NOT been tested to or evaluated far in this.
approval. In HVHZ, this product shall be used in structures "not to be considered living -areas"
per Section 1616 unless impact resistance in accordance to the HVHZ requirements are met.
3. Bach�product listed above shall be installed in strict compliance with its respective Product
Evaluation Document and site -specific engineering along with- all components'noted•herein.
4. Use of;each, product shall be in strict accordance with its Product Approval Evaluation and
Limitations of Use.
5. Composite panels shall be constructed using type 3003-H 154 aluminum facings, 1 or 2 PCF
ASTM C-578 Dyplast Products LLC brand EPS foam insulation '(NOA No. 16-.1129.05) adhere
to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel
productsonly in accordance with approved fabrication methods.
6. Elite roof panels maintain a'UL 1715 (int) class `B' (ext) rating and are NER-501 approved.
7. This.specifcation has been designed and shall be fabricated in accordance with the requirements
of the FBC, composite panels comply with Chapter 7 Section 720, Chapter 8Section 803, Class.
A interior finish, -and Chapter 26 Section 2603. All local building code amendments shall'.be
adhered to as required.
8: The designer shall determine by accepted engineering practice the allowable loads for site.
specific:_load conditions (including load combinations) using the data,from theallowable loads
tables and spans in this approval.
9. Deflection limits and allowable spans have been listed to meet FBC including -the HVHZ (L/80
for spans:< 12'-0" and L/180 for spans > 12'-0").
M All supporting -host structures.shall be designed to resist all superimposed loads.
i 1. All:components "which'are, permanently installed shall be protected against corrosion,
contamination, and other suchfdamage.
12. size -and Span Limitations:
. Composite panels shall be limited to those specific panels listed in the DWG. FL-.10.01:
b.- Panel spans shall not exceed those listed in the tables of DWG. FL-1001.
r'
P.O. Box,10039 813.857-9955
Taq FL 33679
pa,- dlt(Ra3dokimenginecring.net
Sheet 3 of 3
s
r
r
FX�����'�'Gi�
RECEIVED
FEB. 16 1018
Permitting Department
St. Lucie County
FILE C4PV
r
ALUMINUM SCREEN
ENCLOSURE POST
BY OTHERS.
SELF TAPPING
SHE10 METAL SCREW
INTO POST. SEE -ELEVATION
FOR A14CHOR SPACING.
3/ 16"
TAPCON W/
1 1 /4" MIN
�MBEDMENT
INTO
r'ONCRETE
u10 SELF TAPPING
SHEET METAL SCREW
MAX. 6" FROM CORNERS AND
24" O.C. MAX. TYP.
WEN 0 SELF METAL SCREW TAPPING
PER EACH HINGE I
`10 SELF TAPPING
SHEET METAL SCREW
3.5' FROM CORNERS AND
15-95" n.C_ MAX TYP_
INTERIOR
ALUMINUM SCREEN
ENCLOSURE POST
BY OTHERS.
TYP. HEAD & SILL SECTION
(OUTSWI•NG)
FILE Copy
10 SELF TAPPING
HEV METAL SCREW
5.71 FROM CORNERS AND
17.125" O.C. MAX. TYP.
r•,
v; I
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE FLORIDA BUILDING CODE 5TH EDITION (2014).
2) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4", SHIM,
WHERE SPACE OF 1/16" OR GREATER OCCURS.
3) MATERIAL: ALUMINUM ALLOY 6063-T5.
4) 1/8" TEMPERED GLAZING MEETS THE REQUIREMENTS OF ASTM E
1300-04.
5) RESPONSIBlUTY FOR SELECTION OF WINDOW PRODUCTS* MEET
ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR
OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT,
BUILDING OWNER OR CONTRACTOR.
6' POSTS BY OTHERS- THE POS'S SUPPLIED BY OTHERS SHALL:
A) PROVIDE STRUCTURAL STRENGTH TO CARRY IMPOSED LOADS.
8) FIRMLY ANCHOR ALL FASTENERS TO CARRY STRUCTURAL LOADS.
7) USE FASTENER. SCHEDULE ON ELEVATION VIEW.
8) USE LATEX CAULK OR EUIVIALENT FOR PERIMETER SEAL AROUND
BEHIND DOOR FLANGE
9) ALL IISTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT
MATERIAL OR COATING
10) PRODUCT AND INSTALLATION CONTAINED HEREIN COMPLIES CAPACTIY
OF POS• AND NEG. 55.0 PSF.
11) OPTIONAL GLAZING IS 1/8" ACRYLIC. WHEN PRODUCT IS USED WITH
THIS OPTION THE MAXIMUM DESIGN PRESSURE RAT% IS LIMITED TO
(75
12) SECTION F1622.1MPHSCREEN ENCLOSURES FOR HVHZ M4THE 2009
SUPPLEMENTS ALLOW THE USE OF VINYL AND ACFaC.
13) DESIGN PRESSURES, ANCHOR SPACING AND LOCAS DERIVED FROM
TESTED UNIT, TEST REPORT CTLA-1297W, NAMI1-r 5907A.
,1)
.14
¢4
;NID"IH •'
TYP. JAMB SECTION
(OLITSWING)
OPTIONAL ACRYLIC GLAZING NOTE:
WINDOW VENTS SHALL BE REMOVED WHEN 3 SECOND GUSTS• V3S=75 MPFrAS PER
SECTON 1622.2.1 OF THE FLORDA BUILDJNG CODE REMOVABLE PAAELS SHALL
BE INDENTIFIED AS REMOVABLE BY A DECAL. THE IDENTIFICATION DECAL SHALL
ESSENTIALLY STATE: " Removable panel shall be removed when wind speeds.
exceed 75 mph (34mis)." DECALS SHALL BE PLACED SUCH THAT THE DECAL IS
VISIBLE WHEN THE PANEL IS INSTALLED. - -
'ING s
;CREW r' r
ELEVATION .7 /
(PACING. 1 4" MAX i I
WINDOW CRAFTSMEN' INC.
6031 CLARK CENTER AVE.
SARASOTA, FLORIDA 34238
TITLE:
ALUMINUM PRIME ENTRY DOOR
INSTALLATION DETAILS
ENGINEER: MARK A SMITH DRAWN BY: MA5; ,-, 6/29/15
DISCIPLINE: CIVIL SCALE: N.T.S. D 0r _PD-001
FL. REG. NO.: REV. LETTER: SHEIJ
55511 E 1
108" MAX O.A.
WINDOOW WID
74" WW1D,TH-..- WINDOW WIDTH - ----- — -
�- - ..__
VERTICAL SECTION RTICALSECTION
SEE SHEET 2, DETAIL A --;,,- ��� EESHEET 2,DETAIL B„�.,
"TAIL
SECTIO
SHEET 3
ETAIL D
96" MAX O.A.
WINDOW
HEIGHT HORIZONTAL SECTIC
SEE SHEET 3
DETAIL E
ELEVATION - 2 TRACK
(EXTERIOR)
ELEVATION - 3 TRACK
(EXTERIOR)
144" MAX O.A.
f•._.._.._ _._..-------- WINDOW WIDTH ......- ---- -------+
I
VERTICAL SECTION I
SEE SHEET 2, DETAIL C
96" MAX O.A.
VdVINDOW
HEIGHT
i
i
NOTES:
1. THE PRODUCT SHOWN HEREIN IS IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE FLORIDA BUILDING CODE 5TH EDITION (2014).
2. ENCLOSURE TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL
LOADS TO STRUCTURE. ENCLOSURE IS THE RESPONSIBLITY OF THE ARCHITECT OR
S WINDOW VENTS SHALL BE REMOVED WHEN 3 SECOND GUSTS, V3S=75 MPH AS PER
SECTON 1622.2.1 OF THE FLORDA BUILDING CODE. REMOVABLE PANELS SHALL
BE INDENTIFIED AS REMOVABLE BY A DECAL. THE IDENTIFICATION DECAL SHALL
ESSENTIALLY STATE:" Removable panel shall be removed when wind speeds,
exceed 75 mph (34m/s).' DECALS SHALL BE PLACED SUCH THAT THE DECAL IS
VISIBLE WHEN THE PANEL IS INSTALLED.
4. AN APPROVED MEMBRANE OR MATERIAL SHALL BE PL. ,CE i BETWEEN ALL
DISSIMILAR METALS TO CONTROL GALVANIC CORROSION.
5. WINDOW FRAME AND VENT MATERIAL SHALL BE ALUMINUM ALLOY 6063-T5.
6. USE LATEX CAULK TO SEAL BEHIND FLANGES, BETWEEN COMPONENT SEAMS
AND FRAME CORNERS. APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT
MANUFACTURER'S RECOMMENDATIONS.
7. JAMB/SILL CORNERS AND ALL ANCHORS TO BE SEALED WITH SNALL JOINT SEAM
SEALANT
8. #10 SMS SCREWS INSTALLATION ANCHORS MUST BE SPACED AS FOLLOW:
HEAD AND SILL: 6" MAX. FROM CORNERS AND SPACED 19" MAX. O.C.
SIDE JAMBS : 6" MAX. FROM CORNERS AND SPACED 17" MAX. O.C.
9. SECTION 1622.1, SCREEN ENCLOSURES FOR HVHZ.
ALLOW THE USE OF VINYL, POLYCARBONATE AND ACRYLIC.
DESIGN PRESSURE RATING: ±9.6PSF
TESTED TO 14APSF WHICH IS EQUIVALENT TO 75MPH.
REFERENCE TEST REPORT NCTL-210-3119-01
* AS PER LATEST REVISION OF RULE 9B-72, WIND
BREAKERS ARE NO LONGER REQUIRED TO BE FBC
APPROVED.
RERERENCE 913-72.010 (31) (b) WIND BREAKERS ARE NO
By OTHERS
ALUM. 040'
MIN THICKNESS
ZZ
WINDOWFLANGE
& SCREEN
ENCLOSURE
#10INSTALLATION_
SCREWANCHOR
WINDOW FRAME
HEAD
WINDOW FRAME It
HEAD wl Ai
SCREEN TRACK ' It
EXTERIC
SPREADER BAR
BYOTHERS -------
ALUM. a4v
MIN THICKNESS
CAULK BETWEEN
WINDOWFLANGE
&SCREEN
ENCLOSURE
hLTERNATEANCHOR
1110 INSTALLATION
LOCATION
SCREWANCHOR
0.12.5'
MAX SPACE
VIANDOWFRAME
HEAD
WINDOW FRAME 11
HEAD vv/
SCREEN TRACK 11 1
1
1WINDOW
It
HEIGHT
EXTERIOR
SPREADER BAR
VERTICAL SECTION
2 TRACK (OUTSIDE MOUNT SHOWN/
INSIDE MOUNT SIMILAR)
BY OTHERS
ALUM. 040r
MIN THICKNESS
CAULK BETWEEN
WINDOWFLANGE
& SCREEN
ENCLOSURE
ATEANCHOR
# 10 INSTALLATION
)N
SCREWANCHOR
0.125'
MAX SPACE
WINDOWFRAME
HEAD
r
It
WINDOW FRAME II
HEAD wt
SCREEN TRACK It
I I
wNjLoyv
u
HEIGHT
EXTERIC
SPREADER BAR
'HOR
MAX SPACE
WINDOW
HEIGHT
JB� VERTICAL SECTION rC--,\ VERTICAL SECTION
\J_3 TRACK (OUTSIDE MOUNT SHOWN 1 4 TRACK (OUTSIDE MOUNT SHOWN I
INSIDE MOUNT STIVULAR) INSIDE MOUNT SIMILAR)
WINDOW CRAFTSMEN, INC.
6031 CLARK CENTER AVE.
SARASOTA, FLORIDA 34238
Ti2, 3, AND 4 TRACK I.S.M. & G.S.M.
/HORIZONTAL ACRYLIC WINDBREAKER W/�g,.RWER BAR
VERTICAL SECTIl*9"--f"-
ENGINEER: MARK A. SMITH
DRAWN
BY: MAS DATE' 7/12/15
DISCIPLINE CIVIL SCALE: N.T.S. DWG 0.
WAS004
FL. REG. NO.: REV. LETTER:SHE.LT
55511
N 2
PREPARED ,BY 'MARK SMITH, P.E. 3738 KJNGSWOOD DRIVE, SARASOTA,
FL 34232 PH. 941-343-0008
y, J
MAX. SHIM
SPACE
125—(I WINDOW WIDTH
BY OTHERS -._.._..
ALUM..040'
MINTHICKNESS 1I o 0
WINDOW FRAME
fi
CAULK BEIWEEN JAMB
\ 1 INDOW FRAME
WINDOW FIANGE ,� JAMB
& SCREEN EXTERIOR
ENCLOSURE !
# 10 INSTALLATION _, /"MHORIZONTAL SECTION
SCREW ANCHOR S 2 TRACK (OUTSIDE DIOUNT SHOWN!
9. INSIDE A10UNT SIDIILAR)
MAX. SH
SPACE .1
BY OTHERS
ALUM..040"
MIN THICKNESS
CAULK BETWEEN
WINDOW FLANGE '
8 SCREEN
MAX. SHIM
SPACE
ALTERNATE ANCHOR
:125
LOCATION
,OTHERS
ALUM..040'
FAIN M.IltJCCC
CAULK BETWEEN
WINDOW FLANGE
_
& SCREEN
ENCLOSURE
--_„_
# 10 INSTALLATION
SCREW ANCHOR
ALTERNATE ANCHOR
LOCATION
BY OTHERS
ALUM..040"
MIN THICKNESS
CAULK BETWEEN
� WINDOW FLANGE
& SCREEN
ENCLOSURE
ENCLOSURE ' __ __ # 10 INSTALLATION
10 INSTALLATION
1 3TRACK(OUTSIDEINSIOIi MOUNT SHOWN/ SCREW ANCHOR
SCREWANCHOR
, htouNT SIM1ULAR)
SCREW •
—,___ WINDOW FRAME
JAMB
VVINUUW FRAME
JAMB --
EXTERIOR
[V'\IIORIZONTAL SECTION
WIN00'N tlA0TF1
/ L
/
VAX. RN
SHU.125 .l25uAx S
SPACE
ALTERNATE ANCHOR
i
MIN THICKNESS 4
MIL THICKNESS
WINDOW CRAFTSMEN., INC.,
.
6031 CLARK CENTER AVE.
CAULK BETWEEN WINDOWFFLANGE
� _ WINDOW FRAME
/ JAMB JAMB WFRAME
CAULK BETWEEN
SARASOTA, FLORIDA 34238
& SCREEN --�
�_
WINDOW FLANGE
& SCREEN
TITLE:
ENCLOSURES
EXTERIOR
ENCLOSURE
=2•,-.3 & 4 TRACK I.S.M. & O.S.M.
10 INSTALLATION
SCREW ANCHOR
_
#10INSTALLATION- �..
HORIZONTAL ACRYLIC WINDBREAKER W/SPREADER BAR
(SECTION
SCREWANCHORHORIZONTAL •
_ yORflNTAL•_.SEGTdONS
_
1 4TRACK (ORIUIDL•'MOI0ITSHOWN I
_�„ INSIDEM01INTSWILAR)
ENGINEER: MARK A SMITHDRAWN BY: DATE-
MAS 7/12/15
DISCIPLINE: CML SCALE:_ _N:T.S. 'DWG N0.
In R;rr N!1 • 0R I C'1-ICo. - LI LT
55511 N F. 3
PREPARED BY MARK SMITH, P.E. 3738 KINGSWOOD DRIVE, SARASOTA, FL 34232 PH. 941-343-0008