HomeMy WebLinkAboutSUBMITTED PAPERS- ler:
(77 Okeechobee Rd
(772)461-0729
F P1 1rFI?'rPerm1
.� St. Lucie County
4� SCANNED Building &Zoning Department
Cj L L A 3 U LD `f - BY 2300 Virginia Avenue
Fort Pierce, FL 34982
St. Lucie County Y 772-462-1553
APPLICATION FOR REPLACEMENT OF
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1'L �.n-
SEE REVERSE SIDE FOR INSTRUCTIONS
DATE: Zd I,V03
1. LOCATION/SITE ADDRESS:: oj6o 3 S --r✓l A , �o P vcl- a) ✓-
2. PARCEL ID NUMBER: 'f 6 (- bb6 00 61 -6 i 0- E
SECT /� I TWP /_c RNG q 0 MAP LU INIT
3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: C,IO ��� a✓a�L d02r'lp ���� t
INA In�r(r►�an�- eool� garA%x AD
4. TYPE OF STRUCTURE: SFR- MOBILE HOME OTHER
5. OWNERS INFORMATION 6.
Name: CYI S @en i A-15ee* 01 k nt M
Address: 50 0 3 S _'TA- d (G q 4( 4r
City: r+- GK State: -
Zip: 13�982 _ Phone: y(pL-51.52
CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert #:
Business Name
Cq R✓Q q,L -Del SRte.f .?n 0-
Windows, Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure
A.S.C.E - 7
Design
Pressure
Product
Manufacture
Model #
Method of Attachment #
Florida Product Approval #
120 mph
1130 mph
140 mph
Windows & Skylights
Exposure B
Exposure C
Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)'
(30
�/
U I
c�%� �Ll� k
C- Size IC
%(�
VALUE OF CONSTRUCTION: $ I 1 IS FEES DUE:
RECEIPT•
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
compliance with all applicable laws regulating onstr lion and z
PRINT QUALIFIERS/OWNERS NAME SIGNA URE OP QUALIFIER/OWNER
STATE OF FLORIDA, COUNTY OF _ ST l�tA
ACKNOWLEDGED BEFORE ME ]-HIS Q DAY OF �L , 20�, BY �C�` U . � I K WHO IS PERSON LY KNOWN'l OR WIIO
HAS PRODUCED AS IDE TI CATION.
SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY
TITLE: NOTARY PUBLIC
va
KATHERINE V. ROZNAK
MY COMMISSION N FF040060
',� EXPIRES: July 25, 2017
I
Page 1 of 1
PROPERTY RECORD CARD
Albert J Crisconi Record: 1 of 1; «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
- �\UGIEOO
Site Address: 5003 S INDIAN RIVER DR ParcellD: 3401-602-0001-010-8 2
SecITown/Range: 01 :36S :40E Account #: 36448 yam •
Map ID: 34/01 N Use Type: SF Res
Zoning: RE-2 City/Cnty: Saint Lucie County
Ownership and Mailing Legal Description
Owner: Albert J Crisconi Anne M Crisconi J O FRIES RE-S/D N 100 FT OF S 200 FT OF LOT 1 WITH RIP RTS-LESS RD R/W- (OR
Address: 5003 S Indian River Dr 424-348: 972-2905)
Fort Pierce FL 34982-7756
i
Sales Information Assessment 2013 Total Land and Building
Date Price I Code Deed Book/Page 2013 Final: 273700 Land Value: 160200 Acres: 0.87
8/23/1995 100 01 QC 0972 / 2905 Assessed: 217590 Building Value: 113500
2/1/1984 38500. 01 CV 0424 / 0348 Ag.Credit: 0 Finished Area: 2298 SgFt
4/1/1979 21800 00 CV 0307 / 2080 Exempt: 50000
Taxable: 167590
Taxes: 3575.51
BUILDING INFORMATION
I
p '1
9 *lslf
m Ov
Exterior Features
View: RoofCover: SD - Dim Shingle RoofStruct: HP - Hip
ExtType: HB- - HB- YearBlt: 1984 Frame:
Grade: B- - B- EffYrBlt: 1984 PrimeWall: BS - CS Stucco
StoryHght: 0010 - 1 Story No.Units: 1 SecWall:
I _
Interior Features
BedRooms: 31 Electric: MX - MAXIMUM PrmintWall: DW - Drywall
FullBath: 21 HeatType: FHA- FrcdHotAir AvgHUFI:
1/2Bath: 01 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet
%aA/C: 100 %Heated: 100 %Sprinkled: 0
Special Features and Yard Items Land Information
Type Y/S Qty. Units Qual. Cond. YrBIt. No. Use Type Type Measure Depth
SWAV - RES POOL AVG I Y 1 450 AV AV 1984 1 0100-SF Res 210 -Front Ft 111 340
I
PA01 - POOL DK-AVG I Y 1 475 AV AV 1984
ENC2 - POOL ENC-AVG j Y 1 925 AV AV 1984
DWC - Driv-Concret S 1 1525 AV AV 1984
I
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
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MIAMIMMD WA H-DADE'COUNTY'
PRODUCT CONTROL SECTION
DEPARTMENT OT'PERMITTING; ENVIRONMENT; AND'.REGULATORY 14805 SW 26 Street,.Roorii 2091
AFFAIRS:(PEia Miami; Florida 33175-24'74
BOARD AND:CODE ADMINISTRATIO,N,DIVISION T (780); 315-2590 F.(786) 315-2599,
DARDgor Company, znc.
121�95 NW 98rn Avenue:
Hialeah Gardena, FL 33.018
SCQIPZi This:NOA is;being.issued under the applicab.10tiles:and regulagofimgouerningthe use of -construction
materials The; documentation submttte&has been reviewed"and ac bpteiirby Miami -Dade County PERA -Product:
Control;§eciion to be used -In Nliami,Dade County and ;other areas where allowed'by the AuthorI,ty`Having Jurisdiction
This NOA shall not be -valid after the:expiration:date°staied below. The.Miami=Dade County ProductContr6f.Sectiom(In
Miami Dade:`.Coun`ty)•and/dr-the AHJ (in areas other than'Miami Dade County) reserve the Tight to have this --product or
materialAbsted for quality, assurance :purposes. 1f this product, or material. fails:1a,perform in the accepted manner, the
tnanufadturer will incur_the expense of such;testing?and the: AHJ rnayimniediately revoke; modify, or:suspendtheme'of
such'product or•materiO within their, jurisdiction. EERA reserves the-right:to "revoke this acceptance; if, it is'determined
by Miami -Dade CountyiProduct Control Section. that: this product=or material fails to meet the requirements: of the
applicable.building code.
This productis approved 'as -described herein;; and has beenidesigned to comply w. ith the Fiorida,Buiiding Code;
mckAnij,,& High:Velocity Hurricane,Zone:
DES-6,IPT10Ni Hurricane MosterS.Model:824/811 Steel Sectional'Garage Door 1W4 Wide:x 160-
0" High with -Window Lite Option,
APPR0VA1,:D0CUMENTi.Dritwitig-No.:0241, titled "24,GA. R611 Formed Steel. SectionaLGarage .
Door",:•dated 09110/2002, with."lastrevision G dated ••10/1312011, sheets'! through 5 of:5, prepared by Al-
Farooq Carporahon signed and, sealed' by. hyad Al triad; P.E., bearing the Miami -Dade Couhty.Product
Control revision stamp with the Notice of Acceptance -number and expiration -date by the Miami -Dade
County 13roddet,.Control_ Section.
MISSILE IMPACT RATING; Large -and smallMiissile Impact Resistant,
LABELING i,A petmarietit label with:the manufaoturer's:name or logo; •manufacturing:address,•.modeUse_ries
number, the postfive:and negative design pressure rating, indicate impact;_rated' f'applicable,;instalhtion
instructionArawtng.reference number,.approval number.,(N6A), the applicable test standards, and;tl e
statemient reading `Miami -Dade County-Product,ControI Approved' is to be, located:on the door's sidetrack,
bottom ,angle; or'inner surface of a, panel.
RENEWAL-,6f1hls,NOA shall be considered:aftera:renewatapplication ,has . been filed andthere has.beenno-change
in:the applicable building code. negatively affecting thaperfornnance of this product.
TERMINATION of this-NOA will occur after the expiration date -or if there has.been a, revision or change, imthe
materials, use,,, and/ormanufacture of the praduct.orprocess: Misuse of this.N.OA as amendorsement of any,product; for
sales; _advertising or atiyothef pi4oses shall automatically terminate this�NOA. i7ailure to.comply with.any-section of
tills NQA shall•be cause,for,tetni tiatioti and re cNal of.NOA:
ADVERTISEMENT The NOA.number•precededb -the words Miami -Dade County, Florida, andfollowed bythe
expiration date may'l e•dlsplayed in, advertising liaerat'ure. If anyportion of the NOA. s displayed; then it shall'be done
in its entirety,
INSPECTION: A copyof this entire NOA shall be,.provided to the. user.by the.manufacturer. or :its distributors and
shalile',agailalle for.'inspection at the job _site at the "requestof the Building: Official.
Thts_NOA revI•ses NOA #' 11-0414;12-and consistsof this page 1 and.ovidence pages E-1. and, E-2, as=well as
.approval document-nientioned.above.
The submitteddocumentation was reviewed by Carlos M. Utrera,.P E.
NOA No.12-01=10.14
MU1Ml•DADE CouNTY Expiration Date: July 21,12015
► �' iZ Approval Date: March l; 2012,
Page 1
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A.<' DRAWINGS: _
1. ;Drawing No. 02 21,,fl led "24 GA Roll' Formed Steel Sectional Garage Door",.,,
0911 U/OIl2, -rth last revi$ian G°dated 1'4/13%2U 1 1, sheets ,1 through 5 of, 5 prepared
'by A"arooq Corporatioksigndd.and„sealed-by Javad.Alimad, PE.
B. TESTS "S"ntUtMunderNOA"#,11 !041412.."
1 -Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per
FBC, TAS 202 94,-of "DAB 824 Sectional Residential Garage Door" prepared by .
Hurricane Engineering & Testing Inc , ReportNo. MTI 07-4200,_dated'OS/02/2007;
;;signed and sealed ly Candido F Font, P.E:.
�2: Test Bcport.on Large Missile Iiripact Test per FBC, TAS .2U:1 94r.and Cyclic Wind '
j Pressure per, TAS.03=94, of `DAB, 824'Sectioinal Residential Garage;
I 'Door", prepared by Rurricane Engineering &Testing; Inc Report'Na.1 TY 11-3204,
d6ed:01/20/201.1, signed and -sealed byt, andido F.-Font, RE.
134, `Test.Report on.Tens`ile Test per ASTM E8-68' of"Sectional: Residential Door (skin)".
f` :prepared by Hurricane Engiiieeriiig & Testing Inc, Report No HETI l -T100, dated ,
Ol%2T/2Ql,l,. igned and sealed-byCandi`do,F.,Font,,.P.E.,
IYOM fitted under-NOA # 05-OZZ8 02"
� -4". . Test Report.,on Large Missile Impact;Test and Cyclic: Wind Pressure Test; of -
"Sectional Residential Door with. Windows ",;prepared by Hunricane EngineeringA
1 Testing TncReportNo. HETI`03432.8, dated'07/IS/03, signed.and sealed *.4. afael'.
5. Test Re ort on Uniform; static Air Pressure Test, of"`8ectional Residential Do
E Droz Se'da, P E.
p or"
re aced b p p y Hurricane Engineering & Teshng; Inc ,;Report Npi HETI Q3=1329, dated
07/,.15'10,3, signed and sealed by Rafael E. Droz- Sedd, P.E..
6' Test Report.on Tensile;Test per ASTN(" of "Sectional;Resident al,Door (skin)- ,
prepared by Rurricane Engineering & Testing Inc, Report No. HETI :03°=Ta78; dated,
1`0%3 ffi3.,sio' n' d:and sealed byRafael;E. Droz-:Seda,- P.E.
` itbmiued under NOA-ff 03 0210�04"`
.7j Test report on Salt Spray..(Corrosion) est p'er�ASTM A 117 of ap"aznted.G 40'stedf
panels, prepared by Celotex Corporation, Test':ReportNo 258592, ,,dated 08AlfjF 98
sighed by W. A. hcksdri, R.E.
IMAD66'r 6mosm-be
NOTICE OF ACCEPTANCE: E' qDENCESUBMITTER
C. C ALC M, ATIONS"'Subnofted under WOAW 114414.12-
Anchor -verification ,co, calcula'tio'ns.,-p'ippardd'by,AI"FatooqCorporation, inplying..,with _
V.' 2007,,dated 64fO7V20114,,signed -and se
aled by Jav,adAbMad,P.E
Atichof*6fiflodtionn calculations "prepared )Y, Al-Farooq Corporation, 1 epthplyino)4 th.
ViA.0 2-00.77.,daf6d 12119/200-8 signed and -sealed, by HumayounFarooq,,,p,
(ISUbMided.underNMA
pi
E.
QUALITY, ASSURANCE
Depart Regulatory Affairs (PE par nefttof Pertnitfi4gj.Envirorunent;.and R 19
MATERIAL CERTIFICATIONS
.I., Nbtidje�,of Acceptance -NL(j-..08 430102, issued to SABIClimovative Plitstics, for their
tdxan Sheet Products, approved-dfi 04/24/2008:.an&expffing,on .07/17/2013.
12". 'Notice: of Acceptance No,; 07 1016.47, issued -to _Insulfoam,.LLfor their
I&ulf bamExpanded PolystyreheIiigWAtioii,,IapprbVed oh,11/291200.7and expiring n,.�
3 'Notice- ofAcceptance No, '114916.07 f8suedlo Dyplasit, Products, LLC,. for,,!** '
Bxparided _iock-Type I nsulation,,,app kOved'Oh I'llf,60ft
Notice ,ofAcceptance-No, 11-0926.06,Jssuedlo, Dy -plast-Products, LLC., for.die'ir
' DyTIMVISG Cl Polyisop.yaiiutatd,,ItfE(ula0t)n, ap -expifing on
OVIVOM
«Submetted qnder.NOA # OS.; 'Weathering
0228.0-2-11
epo on,, c TI-mR " it' Accelerated er9ted, Wea- g.10sifigl6nonAro Light Apparatus
S1014 Wter!617,,preq parO_�y.Hqrrk=eEngi
i , 1—— 1-11 -1-1. . peerinp.,
Testing, Jnci,,Report `,No. HETI'--.',O-'4�.AO02�.,,dated,09/,-27/2OQr4,,.:siped.andsealed-by
-'�,
Test ,Repottgo,n,Tensile Test ,,per A$,T, 1 E(65,gf"PVCEiumgioAKoerial",.prppq;r,..d
by,HIirflppneEngiwefljiS & Testing ',Im., Repod-No. HET1,044,251 -dated.
1.1`629/2004 gigiiedzjid. sealed by, I. Ghi I a,.Pl.
Test. Report. gn Sel'&Ignition'T e nk en qMpe�gurq Test, I 4t .of Bum Test and S gke,D, sity
TT est,bf "REHAU non foam :PVC. -,extrusion rrmterial?! #pp -ETGL gred� t o;Al pries,
45 031% kebbit-N 4- 61- 019A, dated - , ,, /2004.4i 4 If I.,I)o P.E.li", il jo- signed' sealed -1 ldim,�E.
F. STATEMENTS
1. Statementletter lof db&donf6rihande - to 2010 FBC and nofinaribi- interest issued ,by.
Al q.CorporAtionidated:10/26/����-20.11,-, sioedxp4sealed bybvad AVID
- PUSH NUT TOP FIX7URE'S 1 X
STEEL, PLATE —WITH GONE.
C`. •OALY STEEL END ROTIER' f{INCE FASTENED TO END STILE
o (s)./14•x 3/4 SElF,C
.., - SEE SFEET FOR'•TOP
7"1/2- x 2-1 4 ,,X 10 Gk, 0 ®. CENTER sTtti•3
V STEEL.0 19NOE
--W/-(4)-/14 X-S/e' SNS' - - - - -- z.. -- =- - . SEE'SCH. 'A''
. -LOCK O - - -- - - - — -- - - - - --
;2/ DOOR
:
1.'1Y.Kas'TRIC LATCH, '1
SPRING, I-CY1pED SUOE BOLT I:OCK (�1N SUES). 117-
- - ® •
FASTENED
5/t1'.,tail .I�CIf:,ENDu,EVENr roRroreus.m e.
:ODD'
DOM.
. Ramm..
cote is or.
V"V
2 SELROIIS':1a 2 SEcilols 31
-2 -
1 SECTON `-,B
3 SE>r7 M 21
T T.
7-6-
a smimmFie•
77
4 SEOITOM fa
1 5[9CIIINf.21
'a'
3 SEC'IONSA
2 SE7CTION^ 2v
e'-Y'
2 SECIwtLs'1a'
3 SE'CTgNS 21
e'—Y'
1 SECIIOIl..16'
4..SECOONS 21•
a'-S.
a S MMS 21
—
0• -
8 SECTIONS IV,
—
51'—JS'
s SEMIp5'd6'
I- sEcnc", 21
0-C
4-SEO11oMAll
2 ST7CITCER 21
T-fY
3 SMIMN S Ie•
3`SECROIS 21
10"
2 SOCTIM fe'
4'SM7J%5 21.
10• Y
1 SEmm la•
s seance s 21
AO-4
B SDCRRS 21T
-
10-s-
a S DONS -la'
I-SMMOH1 2177
11
5 SECTIONS Ye.
2-SOGTIONS 21 '
1 V-r
4'S TOM -Ir
S sE1 Mats 21
3,SECIIONS 16.
4 SE1CI10I$ 21'
SOCIM, le'
a SETIgtS'21
1 -
1 SFSn0118'+18'
e'smnws 3,
IY-7•..
7 swmm .21'
-. -
Ir .
e'SECIMM la'
2 sELTIQiS-21
12'-e %
5 SCnONS 16-
3: swnONS.21.
AX :
4.SMTONS 10.
4. SECRONS. 21
-I3-3r7
3'WI SEC S 1a-
5� SECTIONS 21
S03m ,Ie•
a SECTIONS-2i
13'=f1•
I SECTION 1e' :
7 SECTg1t5'21
14;
6 SECBOIIS 21.
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14-3*
a SfS CROla'
3� SOMONS 21
14.-W
5 SM11044 to
4: SECROS 2V
4 Sf1rBD16 1B•
5 SECOO S21 '
w -
3rstcYml6 IF
a:SECTIONS.. 21..
Ht'�1'��
2' SECo0W 113-
7. SECTIONS 21.
I -a-
U SECTION la-
B-SECTIONS 21
"1
8,SWTIMS:1e•
4 SET:0ON5 21'
ICI■u7ml p m
Elm
_ _ m
,
ro
STD; LIFT DOOR LOW 14CADROOMUK:31
DOOR OPTION;
B on,, a i I
Te
fi c3
WITH (41/14 -X 3/4'' SITS, 6P110NAL VENTS OPIIWTN.
' (3) .S WIDE 'AT-7' O.GWIX. WOOD:,D(tAW OESK7 - i;
LEA, z
OtsNC AFiFiE` NOT TO IXCEEp- 120 _ IN, CAUL DOOR. WIOD,,
'CENTQt STIIE, 18--Y . - �N ••
OUTSDE' �,�. _ RAISEDINSIDE ELEVATION
ELEOSSEDND00R H� C°•"° Mosier® Model B24/811'
UII-AiIDE.
Mma .STLe 18 -2 ,X 16 -0 High
With WRndon Lite ;Option,
-' LOCX� aw GUIDES ..
WTHA11ID 14 X 5/8' F DESIGN PRESSURE= RATING = + 36:0. PSF • - wml (4) 114 x s/s• sus
fj THIS_ PRODUCT IS RMTED FOR LARGE IdWLE' IMPACT - ".0 PSF c " gg R
R
ENCAC I TACK- BNi. 'r ° S
ON
SIDE ACK GENERAL NOTES: g
.oN EACH aDt: OF DOOR ,
. , CENTER iSnuzs SCHEDULE. A ... L. fTwPRODUCT, HAS BEEN DESI(mm, AID TESTED TO COHPLY WITH THE �1
:OLfTCRDE KEYED LM'K .. CEXIER Snum CONFIcufGwx' ., UiE21f1D5'OF 1HE F1.ORM'.8UIL00iU COCE: 20f 0, t711710H"fRCWWtKi '' g 6 l
DOOR-WRTFB ./>OF COOER.STDES IFTDCIIY Fdli?WCNiE ZONE
(GIRL BAit"t.()Cl(INC SHOM 81-0' To i , 2 2 ANCF10R5-SFiALL 'BE AS Li5iED,, SYACED'AS: SHOWN -ON' DETAILS. v
ALT. TD TACKS SHOWN ABOVE IW-.w-30'. 11 10- _ - 2' ANCHOk'EMSED STUCCO.
TO BASE MATER1.K SHALL � BEYOND WALL n tl B.;D-•T0'a —i0•' I4-0'TO,1 -10' 4. a ALL BOLTS HUIS,AND WASHERS-sHNLT?E ZINC PIATEDioARBot1 STEE if o 64
DOOR. WIDTHS, 15'-11' 10 5 A. ANCHOR2 .-Ck LUr101NC,CONDITIONS OTHER -THAN INDSE .SHOWN IN � ° � � '• � o
T1iSE'.DETMS_ARE HOT'iM1tT'OF TIFs'APPRwx:
5. A LOAD WiA11)N:'r1I7{FIy iS. ufi0. N OE51W OF,XCJlM KFDT NOOo .OMY.. .q
JAM AMAD
.. RA. PE'./ 70.5e2� °L001�ftWff Fk.
to D•'TO I t'-t0' I 14 . A'. TO 15-i0' I
DOOR",WIDTHS .I- - .DOOR WDTHS CAl4.•�@
ti
Wi w To I3-to' I 1s'-,i' To 1102. 02=2T
n!►!a,a�rd ;
-•,DOOR. R1DTTfs
.056' X 2-1�4 4 ZNC,.TRUSS
CALV. STEEL. ;�f" I
it WITUM, OF. PANEL TRUSS FASTIOMED TO
VERTICAL1114TERUMIXIE STLES.W/;TWO
114 X I lm�To STILE
24 GA. STEEL PANEL
FLAPS'SENT, OVER PANEL
. .
I/ V RMED HOLES.
3/1V POP R_
AT 4" OC
FOR 2 lfr SnSTILES
r.02V STL PANEL
FOR ES�
L 1�
EIJAD-SME
=nHE!t� OUTSIDE OF.G0 vl r_
ALUM PLATE
VATH I/s. X-l! SALS. 0.4w-ox. z A
AND RUDDER WEATHERSWPING z NO
ls,r sec-noN (sorrom) to TOP I SECTION
o
REWS CAN BE LISM o" x 3/*�.SELf DRJLLJNq;*SC 9
OPTIONAL STOP LIOULDM IN UEJU OF.014,X%,S/a- SIMS. rn
SOLID BRASS DOOR
DY DOOR, INSTALLER VIEWER,`
STEEL. TRACK, EIRACKEt EASTEKED BY '5MLAGE SECURITY HA."AI!4!
TQ.WM.,,IAMB'WffH 14 X 5/8' EMS 314- X 27 X 2-'1/2' X .049-STEEL 'IN
LAG WALLED IN 9/16' DOA.. HOLES CENTER STILE
5/16- x 11-51W 'SCREft -END S=. CONNECT TO PANELS WITH
MUM- ED nAps AND W (5) 3/1 C ALUM'I&ETS POSITIONED' AT EYE LEVEL.
A) HEX WAS6 X OW SEE DETAL,
ONE PER BRACKET AND. SEMOT(f ANCHOR&
END SOLE-IVM (4) 31TV POP WETS am By •VA dA pmvm- 1p�
SOUTHERN PINE X 110- STEEL EDGE
om St\ DISTANCE A)'2' MIN. EWBED�INTO CONCREFE WPO PSI MIN.)
%NpllR GUJEO AND FMTfED 2" WL�EDX-DISTANM
(41�,3/1�67 RIVETS
UK POP ro 4 )e Sla! SALs. 3/8*ZVL SLEEk By
IST- 4/. HINGE.' 1@143ED:INTD-CONC.R.EIIE, ORjILl0'0Ll)CK SIR1.
2-1/4- MIL EDGE WSIARM INTO CONCRETE
7 4 Ml!�,
CONCRETE f*c - 3ODD P9 YIN: m it:
b-916 CR&M PLLb BLOCK Xrn 2M OtI'MIN;
1.9- x 2.19. �x� 3.3• x mw ANCHOR TYPE A -OR
'SEE' TRACK BRACKETS I PER"BRACKET
'SHEET,3 FOR SPACING SHEET 3 T10R
�/A
JAW
cf&.-, I
/4_2o;s5 DOLT 1Z it 14
INTE311011 SIDE 6: NLIT'
STEEL -TRACK CENTER HINGE END ROLLERHINGE
I* t,�X 2
drawing �0.
i4 ED" �l
V/2* (OPTO&AL) CIA. x so, srom ROLLERS Ism
"p: =PLA 'ya
FASTENED TO TES STAILLED'ohl ROLLER SHAIFT koisrx,mlm 02-21
ST x -.50' -ATEE1. ROLLERS )W
TRUSS�110. 2.75��
_SLOTTED M.S._&.LOCK_NUr WTTH 4-17 S`9m
0
OOP"WETS
el V. X 1-5/8' LAG- SCREINS WO WOOD OR
2-3/4 _X'-5-IAX 3'-X_104' DR : WITH 1 " 1/4!ZW'= 'U'6'A"S"ONRnY CAU Smm
'3 PER'BRACKET
F(,A)CXEr,4 x 3/*! sJLs,..
�4
2-1/r'X"'4-1/4' X 13 CA. STEECPLATES
14,-GA. GAW.'STEEL ADJUSTABLE
SLIDE-FASOWTO BRACKET.
__*Um -TO IL�I/r x I- AmmE_
V=Ixx I" NEV TRACK:
MTH (4). 1/11�-20 _SS. BOLT & NUTS
4 D) TOP BRACKET Z4\
12- X'=3/47 X =W. FORMED STEEL
W.TO.'PANEL'AND FASTENED.To -
VERTMAL STILES WITH I . X
(2)'3/,WPCP WETS 5-1 , �X
G&V. STEEL
FASTENED . W,44)" X 15/a. Fj S.M.S.
LOW,4EA;M BRACKET FOR
DOOR'OPTON
Ir. MM-fikg. RIB
STIQ/STEEL•RDLLERS
27 DW, X M" '
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FOR DOORS MCRELT" a FT. HIGH, LjSE ADDMONAL TRACK HRACKETS'AT io* O.C._
2-19'".x 3:r X qW
(RACK BRACKETSHm - :1E0 TO TRACK , ,
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6pr X'11-5/8.
LAG SCREWS STEEL srmcnm BY ong=_
she-,'m sous
WOOD FRAME BUILONG
STUD'WALLS OR DOOR OPkRlM (NOT BY DAB DOORS)
:SHALL- FRMED SDLD BY'NOT LESS THA.M,
(3) 2X8 PRESSURE. TREATED CRADE 2. SYP: OR. BETTER
WOW STUDS'
STUD WALLS'TO.aE CONT. FROU'FODTIMO`M TIE -BEAM.,
ENGINEER,& MOM TO VERIFY ADEDUACY OF THE
SUPPORTM STROCIURE.
WOOD RUCK CONNECTION TO'MASONRY
I il%KT S1041,8E S6CiJRED,WTTI1"COkt. STEEL MN AE.TO I 1RE
TREATED 2K8 W WOW 446B.9 WHICH SHALL -BE ANCIIOM TO,
GROUTED REIKFDRCED MWM ; BLOCK WALL OR _CW, COLLM WITH
!=IRTH S*" OF
IS'D INM B XTH 2_1/4*.M*L EMBED
L 13t 0 C. INTO SIODO m CONCRETE, WITH 1W)ED
:2=1/2" JAK EDGE DWINDE - -
V TAPPER BY,VVWEW WTH SPACKC OF
xf().Ct MM'SLOCK-WALL, WITH -1-1/2-L M&,EMBED
lul D.C. DIM 3000 PSI OMMIE-01H 1�4/4. Wit EMSED
3. UK EDGE OWAME
3/8:� CO BY"CLOO OR. -
3/ - LDT BY 'HW WITH OF
2,3t O.C. INTO SODO PSI- 0014MM WITH 2-1/2 . 1,11M EMBED
.r WK EDGE DISTANCE
� VT HLC SLEEVE BY 'HILIT':WITH� ,S�NG OF
O:Q INTO'BLOCK WAL14-WlTH,i-i/4',mx,:EuaED,'41 um EDGE DIST,
- 3
IV O.C. UNTO 30DO PSI CMCRM WITH 1--1/V' V.1LL EMBED AND
2-1/2' UIKiEDOE DtSTMM'-
THE BLOCK WALL CRI G SHALL BE GROUT;,FVJZD AND REINFORCED
WITH FOUR QARS�VMDlMG'MFD FOOTMARD-WM TTE'BEAUS
ALL I BE COlMoUs mmme spuslTo Foonw,
'PAEPARAT16N'0F'-d&ljS BY&H6i
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AT Ur 04;UjrllE=.OF�
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4"M TRACK
FAMED TO TRACK RATES
=,Jjft� V IMM HEi
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ALTERNATE
g
NISTALLATION
In
CUL
MWI
f1f, drawing no,
02-�-;21