WS-15-281 Miami Shores Village " FB u9 o1
\� Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20
BUILDING Master Permit No. C— -13'
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
n j-�(� CONTRACTOR DRAWINGS
JOB ADDRESS: '"►66
AIE a 61
City: Miami Shores County: Miami Dade Zip: '
Folio/Parcel#: li31QS- 007 0 iso Is the Building Historically Designated:Yes NO
Occupancy Type: Ze�• Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder): 2- An L>c RAS J7 1 IIS Phone#:
Address: er-;� *"r 1V'7j1e1
City: State: Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: 0 pany Na e: fjo(abWlb � 2i Phone#i) 22 II
Address: UIW
City: State: _ Zip:iib. lL'
�y
Qualifier Name: - 1 Phone#: ` 1 '� ✓M
State Certification or Registration#: Certificate of Competency#: qj' b5 CY3 I`4 1
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ O� Square/Linear Footage of Work: /12>
Type of Work: ❑ Addition ❑ Alteration ❑ New '❑ Repair/Replace ❑ Demolition
Description of Work: ,�✓Crcz' i S��-�!� s�c� CIO,Cs. L17'61, Ck X 7' k q .
Specify color of color thru tile:
Submittal Fee$ '�� Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ • 5O
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City _ State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POQLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will b harged.
Signature Signature � ` -
OWNER or AGENT C I TRACTOR
The foregoing instrument was acknowledged beis The foregoing instrument was acknowledged before me this
day of 207by day of 20 io - by
4e. who is sonally kno who is ersonally know o
me or who has produ ed as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBL C: NOTARY PUBLIC:
Sign: Sign:
d�4y0 IAR P ER t
Print: orida Print: /
-•. ,•?My Com .Expires May 23,2016
Seal: 'a' a,: Commission#EE 173842 Seal: ""iy MOKABUITAAGO
`P` ?*. �: MY COMMISSION#EE 088534
Bonded Through National Notary Assn. EXCOMMI August 27,2015
Bonded ThM N�Public UndenY ters t
APPROVED BY t 1 tJ Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
L/L (io-dsAwvuozO3o Arm[Wdt wo69uLuuoHn.LwtJ34u=ujuA! ' w=w/071£r9A3n31.favaup w ip3tuB_)vsfj—/j!ms-ipw/sosl Nm-oPoo6lew/lsdA4
i
FEB 0 9 2015
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Florida Building Code Garage Door Windload Design Pressures Report # DPR-150203-A-01
The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida
Building Code (American Society of Civil Engineers, SEI/ASCE 7-10), Section 1620 for"components and cladding"
(Exposure C), 175 mph ultimate wind speed for Miami Dade County.
Address: Palmer Holdings
9350 NE 12 Avenue
Miami Shores, FL 33138, Miami Dade County
Garage Opening Size:8' 0" x TO"
Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees)
Measured Minimum Building Dimension: 260"
Measurement of Nearest Garage Door Opening to Building Corner: 3' 11"
Positive Design Load:+35.6 PSF Negative Design Load: -39 PSF
The following Clopay Building Products Company Doors meet the requirements for the stated loads:
Clopay Model 83/84A/93/94W7, 8'0" x TO", Approval# 13-0625.06, Dwg# 101702, Windload Capacity: +42/-48 PSF.
Clopay Model 4300/4301/4310/4400/4401/HDG/HDGLW8,8'0"x 7'0",Approval#12-0710.06, Dwg#101703,Windload Capacity:+48/-60 PSF.
The design loads shown above area are based upon the measurements listed above for"enclosed" buildings, and
require that the door being installed meets the requirements of Section 1626 of the 2010 Florida Building Code for
windboone debris in high velocity hurricane zones.
. .
•••fide related calculations do not address the jambs or structural adequacy of the supporting members. The building
••••official is•the;nal ditermiger of the suitability of the garage door connections for the particular building or home at the
designated location*T1ib'%tructural interface"of the designated door is the existing door-jamb. The structural
• rapacity ollRQ exist nj ,;designated door jamb and associated building frame must be confirmed adequate by a
•••:jgrtified �e�gi,�tered prong§sional engineer in the state of Florida. The mounting hardware designated for the subject
• dpor, arld.cW9ils for 4Walfation are provided on the certified, approved drawing, as listed above.
90.00.
0••6.9 .. . ......
•• • •• •99• `,`��111111111j�,
069999 .... . . ,�, -�-� HAMS
....
�:`5G•��G E N S�:•O�Ji,�i
*: No 63286
cc=
Sc Ha Ilton, E. %53 STATE OF : 4
Flod . License No. 63286 ��0-�••.A.Mason, OH 45040
ONAO-- ON
'F111111111��,
(513) 770-4800
2/3/2015
Florida Building Code Garage Door Windload Design Pressures Report #DPR-150203-A-01
The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida
Building Code(American Society of Civil Engineers, SEI/ASCE 7-10), Section 1620 for"components and cladding"
(Exposure C), 175 mph ultimate wind speed for Miami Dade County.
Address: Palmer Holdings
9350 NE 12 Avenue
Miami Shores, FL 33138, Miami Dade County
Garage Opening Size:8' 0"x TO"
Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees)
Measured Minimum Building Dimension: 260"
Measurement of Nearest Garage Door Opening to Building Corner: 3' 11"
Positive Design Load:+35.6 PSF Negative Design Load: -39 PSF
The following Clopay Building Products Company Doors meet the requirements for the stated loads:
Clopay Model 83/84A/93/94W7, 8'0"x 7'0", Approval# 13-0625.06, Dwg# 101702, Windload Capacity: +42/-48 PSF.
Clopay Model 4300/4301/4310/4400/4401/HDG/HDGLW8,8'0"x 7'0",Approval#12-0710.06,Dwg#101703,Windload Capacity:+48/-60 PSF.
The design loads shown above area are based upon the measurements listed above for"enclosed" buildings, and
require that the door being installed meets the requirements of Section 1626 of the 2010 Florida Building Code for
windbowe debris in high velocity hurricane zones.
. .
•••fide related calculations do not address the jambs or structural adequacy of the supporting members. The building
9
••
—official is9•9th9e.fi.nal d(:termiCer of the suitability of the garage door connections for the particular building or home at the
designated location'Tfib'%tructural interface"of the designated door is the existing door-jamb. The structural
• *8apacity Ullie exist,-designated door jamb and associated building frame must be confirmed adequate by a
•:0;�grtified ,e*.gi§tered p**isional engineer in the state of Florida. The mounting hardware designated for the subject
dpor, ar?d cW2ils for*iJalfation are provided on the certified, approved drawing, as listed above.
.9600.
9999..
,�-� HAA4
9999 ,
:����Gj�:•�\G E IV S�•0�i�i.
*: No 63286
Leff
=-o- * 'cc
Scott Ha I ton, .E. I STATE OF i4U
Florida P. nse No. 63286 ���T'•.A- P..R, -
8585 Duke Blvd.
Mason, OH ONAL
(513) 770-4800 X11111111101
2/3/2015
M I A M 11DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Strect,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Clopay Building Products Company
8585 Duke Boulevard
Mason, OH 45040
SCOPE:
This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been'reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-bade County Product Control Section(In
Miami Dade County)and/or the AHJ(in areas other than Miatrti Dade County)reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Single Car W7 Steel Pan Sectional Garage Door up to 9'-0" Wide w/
Optional Impact Resistant Lites (DP+42.0,-48.0 PSF)
APPROVAL DOCUMENT: Drawing No. 101702,titled"Single Car W7 Pan Door with Impact Resistant
Lites", sheet 1 of 1,dated 06/13/2008,with revision 5 dated 01/06/2012,prepared by Clopay Building
Products Company,signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the IvEami-Dade County
Product Control Section,
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo, 1400 West Market Street,Troy,OH 45373,
:nq(Tel jtumber,the positive and negative design pressure rating,indicate impact rated if applicable,installation
;...�; M trdbtion dr$ivyrg reference number,approval number(NOA),the applicable test standards,and the statement reading
• ;UM-Dade Countf Product Control Approved'is to be located on the door's side track,bottom angle,or inner surface
•�•••• ofapaliel. .
RtNEWAL or Nis 40A shall be considered after a renewal application has been filed and there has been no change in
9.0000 .a" .. •0
tl'ie applicablesbuildm1.9 code negatively affecting the performance of this product.
• V;2jVIINATIQjJQf this NOA will occur after the expiration date or if there has been a revision or change in the
%gtgrjfls,use*wvVgr•manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
••••: sales,advertisiq&Qr.%ny other purposes shall automatically terminate this NOA.Failure to comply with any section of
•0 9 t4ij NQA shall a"pe for termination and removal of NOA.
4 •ADVJ'[y ITISTMTyNT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
00*409 eypiration date may 6e displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
Tri U4 gAtirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall
be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA#12-0125.09 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
MIAMI-DADECOUNTYIN
NOA No 13-0625.06
•_9e9 111111ATYRFExpiration Date: August 21,2018
Approval Date: August 15,2013
00/0�q I�oCI1� Page 1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. Drawing No. 101702, titled"Single Car W7 Pan Door with Impact Resistant Lites",
sheet 1 of 1, dated 06/13/2008, with revision 5 dated 01/06/2012,prepared by Clopay
Building Products Company, signed and sealed by Scott Hamilton,P.E.
B. TESTS "Submitted under NOA #08-0618.03"
1. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94
5)Tensile Test per ASTM E8
Along with marked-up drawings and installation diagram of 9'x 8',24ga steel garage
door Model 94W7 with windows, prepared by American Test Lab,Inc., Test Report
No. ATLNC 0305.01-08, dated 05/28/2008, signed and sealed by David W. Johnson,
P.E.
2. Test report on Salt Spray per ASTM B 117 of painted 040 galvanized coated panels,
prepared by Stork Materials Technology, Test Report No. 30160-04-63365, dated
01/26/2005,signed by John D. Lee,P.E.
C. CALCULATIONS "Subinitted under NOA # 08-0618.03"
• •• 1. Jamb anchor calculations,prepared by Clopay Building Products Company, dated
• ;•; •• • 06./.13/2008,signed and sealed by Scott Hamilton,P.E.
...... . . . .
• D. QUAILIVY ASSURANCE
i-Dade Department of Regulatory and Economic Resources (RER)
..... .... ....
. . .... ....
++++++
+ +
+
Carlos M. Utrera,P.E.
Product Control Examiner
NOA No 13-0625.06
Expiration Date: August 21,2018
E-1 Approval Date: August 15,2013
Clopav Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
L. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM
G155 of Lexan SLX2432T Clear Polycarbonate,prepared by Hurricane Engineering
&Testing, Inc.,Test Report No. HETI-06-A002, dated 12/04/2006, signed by Rafael
E. Droz-Seda, P.E.
2. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear
Polycarbonate,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.
HETI-06-T566,dated 12/04/2006, signed by Rafael E. Droz-Seda,P.E.
3. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear
Polycarbonate,prepared by Hurricane Engineering&Testing, Inc.,Test Report No.
HETI-06-T634, dated 12/04/2006, signed by Rafael E.Droz-Seda,P.E.
4. Test report on Self-Ignition Temperature per ASTM D 1929,Rate of Burn per ASTM
D635, and Smoke Density per ASTM D2843 of the Lexan Plastic,prepared by ETC
Laboratories, Test Report No.ETC-06-1024-17496.0,dated 05/26/2006, signed by
Joseph L. Doldan,P.E.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC, dated 06/13/2013, signed and
sealed by Scott Hamilton,P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 06/13/2013, signed and sealed by Scott Hamilton,P.E.
...... . . . .
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• •
• • • •
• • •••• ••••
•
•••••• •• • ••••••
• • • •
•••••• •••• • •
• •
••••
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 13-0625.06
Expiration Date: August 21,2018
E-2 Approval Date: August 15,2013
. . ... . . . ...
•. .. .. ..
. . • . . . . . . . .
4 3 101r, 2
CLOPAY MODFIS 84A. 94. 98, H94 ••
IDEAL MODELS: 4RST, H4ST. 4F •END STIRS ATTACHED M%DOR SKIT;• PATENTjp1OG-L-ypC srEL.ENO STILES 02 o}+t6 1 c-to Nw.wAs c-w ate•+�
HOLMES MODELS: 48 •AVC QR)NG-L-LOC OuNcks A TO AND(2).R dpnou.-•A11oHG TINE FRONT FACE: SECTION B-B os oa/toos Aooeo EzrcxDEO HEKaO NooEls
• • 21"S[VIONIbHAV•(6)•OF-q-LoocLa*RE5:� � f.�
• • 16'UCl10M"(a)•OG-L-NCUNCHES. • AIL'0' 0/ Oc/13/06 ADDED OPTIONµmPACr RESISTANT LTrEs.
DS 01/06/12 AFFIRMED COMPLIANCE WITH FOC 2010
• • ••• ••• • • • • HORIZONTAL TRACK SUPPORT
TRACK CONFIGURATION
• (I)�rERMEOMTE SME BEr•wE•EN EACH CUBb55.• • OEtu1•O• urn POSE® BT DOOR mrALLm(To SUR).
ATTACHED ACTH TOGi-LOG[(2)AT TDP J<BOTTOM) '-'�� WOH BOINO i/PC. CENER TIAm'PEOURfO rpt LMR TOP BRACKET
(METHANE AOHESK(ALONG CENTER). OPTIONµOCCoRAIK / / DODIa ONCR 6'IDLM.
D _yA OECOACADE.E MOR120NTAL
I� SNAP-m NrrsDD. rapR FRAX[FACADE.
X Y X X X rr •• Cly(FWt(�t(�rW Hsi-TOOK-ME-p•� L , aKONE SEALANT. H:RDGV TRACK ATTACKED TO r BRACKET
X X WITH(+)3/6'.1/1'GARmAGF BOLT.
•,TACKING SQ[I•i6-1 I l-. )
•• Aµt.TrPGRw6 EW2CIKK1 0 G[IEXIN SIXN]2T. 63A8.. 13 G GµV.51(El MG 9Upt[T.EACH fANET4D TO LOW HFMRDOY DPTM]x
• •6C/•C 2w6.fR • W AO[ORMM;E W H WOOD awe wm(.T)5/t6'st-1/2•'/600 4G SCROWL
L
• �N R-A"As5Eu6LT oEws. /
DOOR T P
« ME- N (NUC T '-•-'� AEARC TNNb(ATH.p[D To 11016ZONiµ !ETCH 1 2 3 a %S 6
NOLDED 6C-�R TRAD,waN(2)+/a•e3/i T CK GRIT
SLx2432T MMR , -
SEE 6RERUEO.HINGE FRwE a� .
DDEdA. N•LYS—ENE MUAER 8-6 9l -I 10" N SB -r2-
SEE
2 -
EASTCNEO TO TTfAME WITH 2"4ALV.STEEL TiWCK, - 3-1 2 10
SEE ENO IR10E OETNL (ID (e.}A"PAN HEAD T TRACK THICKNESS.T DI. 10 112 -1 1 /
LOBI PO9NON(DDM 9DES).AE tltl 12-0 136 - 1- t
IAT(M K EARN LOCK FOR OETµi Z 7TH IYP.2-T/2412 u GAIv.
TABLE 1 6 STEEL TR.«mAOIET.
R[rAa. NUMBER
C AKIGEt Tmott OE50APiKw
NR4. DDDR
HEIGHT OF x3 PREPARATION OF JAMBS BY OTHERS C
aRST,KaSr 61A b WVOOONN TESryRC.RASED PANEL,fYLV.LATER.SAES SE:
6 IF - WOOOfFAll1 V.wa.SILLS 7 E T 1-1 BVIE:THE OESKN OF THE SUPPORTING STRUCTURAL ELEMENTS SHILL
MAL O 512"L BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE
S A 8UUDNG OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUIDING
LINA%,DOOR WIDTH.9•-D-�-.� SECTIONT-A-A t r t i - CODES FOR THE LOWS LISTED OH THIS BRAWNO.
INSIDEE NATION ( 3�j6�EXTERIOR Swim+STEEL
1 2 1A WIT• OwzoMa TOP .MNe
WITH24 —) JAMB TO SUPPORTING STRUCTURE ATTACHMENT ( >
c-Io oBWO-TNG,OLIEo-on ProTER (rro LDAs rRou DooR)
SNAP INCH ENGINES AND A B AMP"Pt N POLYESTER PANTED �1a1
ONTO RICH MACK, TOP COAT APPIJED TO BOM SIDES M _ I. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO TME 2.6
ONE SNAP SIE ON EACH 7 END STEEL SON.(ASIA f A653). MEICAL SNP(GRADE/2 OR BETTER),YWBS.NO LOAD FROM ME DOOR IS TRANSFERRED TO THE
SIDE OF DDDR/,/ INTER. 51� HO620NTAL Crop)UVB.
INTER SnIE STILE LOOT 2. ALL JAMB FASTENERS NAY BE(Bur ARE NOR RCOUNED TO BE)COUNTERSUNK TO PROVIDE A FLUSH
BAR
SINE BOLT LOCK MOUNTING SURFACE FASTENER
OUTSIDE G111DC ENO ENGAGES INTO 3. A 1/3 STRESS WAE45E FOR WIND LOAD WAS 04L USED W THE CALCULATION OF NIOWABLE LOWS FOR TYPE
OMSIDE END HANDLE SME VERTICAL TRACK. 122 GA.Qµ STEEL TOP A AEND FASTENERS FOR STEEL.CONCRETE AND MASONRY.
HANDLE STflE LOON BAR ROLLER BRACKET
EEACH SILOIDEDE CK� 2-1/2'.s-3/87. WOOD FRAM BUILDINGS
IISOE IMtAIE ETRACI,NGAGES W DOOR, BRACKET A s-m SIUD yRLls OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN } 2.6 PRESSURE TREATED SYP
dRaK IEYFD LOIN rK KFYfT1 TDrr
EACH A0E NSID�pF gqr �K scREE s. 5�T (GRADE/2 OR BETTER)WOOD STUDS OF'A STRESS GRADE MOT LESS MAN 12W PSI KOUWµExiRENE F18ER �•oL
4C•'uTC 1p3L D'rKx lOY BAR L(X.xwG OF DOOR. LOCK OPTION STRESS N BENDING(FJ•STUB WALLS TO BE CONTINUOUS FROM FOOTING TO TR BEAMS.
B BLOCK WALL OR WALL OR CONCRE B
14 GIL CNV.STEEL tae STP(GRADE 12 OR BETTER)WOOD.NRB SHALL BE ANCHORED 10 GROUT REIMORCEO BLOCK WALL OR
2-3/1' END HRI�-FJKJI CONCRETE CCLUNN.BLOCK WALL CELLS SHALL BE.WITH CONCRETE AND REINFORCED WITH REWfORGNG 2.6 VERTICAL j-82-1/1' FASTENED TO END BNS WENDING INTO THE FOOTING AND WO RE BEANS.ALL BARS SIULL BE CONTINUOUS FROM THE M
WET
YETµ 1 r SHIP LAP J S. STILES W/(I)/14A5/8 BEANS TO FOOTING PER BLOCK Wµl OR CONCRETE COLUMN.BLOCK WALLS LAID CONCRETE COLUMNS TO BE
Sf1tENS SHEET NETAL SCREWS DESIGNED By THE BUMDING ENGINEER OR ARCHITECT OF RECORD.
I T FROpU14"SELF
CYRENEWED TA PING/SCREWS
LL
6EooDTplY018with the Nor(E6 2-1/4'TA .20 GA GLV. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENSELFT
o O I Bww%c.& SEEM(LDH.YIELD w KSI) NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS
ACOCDtwL NO GZ O(F U-BAR,TWO U-BARS PSCREW, ER
31 P.xpiTRTbD 1 5ECIRON•EXCEPT OR cEw
LSAT (,11Y'[10S �, TS iN�t6)i 8 ONE UH WHICH EHAS-BAR - DN CENTER
WFw tBY ONE V-BAR.EACH -BAR DITANCE STEEL
BEATTACHED WITH
WASHERS
MiRTWII TAPPING$CREWS,/1"SELF BUAONC TYPE FAStCNER TYPE FASTENERS REQUIRED?
JAMB CONFIGURATION PrndOEt ConDE•1 SCREWS AT EACH EM01ANp - BLOCK 1KKLOlY I/4'.3'(1-I/4"EMBED)TM•TAPCON CONCRETE ANCHOR(2-1/2'W.EDGE DISTANCE) 10-1/2' 1'UD.
STOP N "(TO" BY DOOR MERUED.STK[IACATIOµ 2000 PSI MIN.CONCRETE I 1 .4 JI-3L4'EMBED ITYT TAPCON CONCRETE ANCHOR 2-I ROH.EDGE DISTANCE 24 I
wSrAUEa(TO SU10 I A/ -1/ TUBED SIYPSDN STRONG-TE DGE-ALL NCDGE ANCHOR MIN,EOCC NICE 21-i 2 INCLVDED
20 G NW.N:ILLV.STEEL END SME,2-5/8-z2 - 13 GA CAV.STEEL BOTTOM WOOD FRAME 1 2 a{ 1- N 0 SC 7M A -1 LAIN.E 24
20 u NN.CAV,STEEL dTERY.518E,2'.2'. ! BRACKET(}-1/2-A 5-1/27 2 1 uW. 1 •a 2-I 2 EMBED WEJ-R SLEEK ANCHOR 2-+ Mm.EODE OSi;NCE / 1
ATTACHED MM(2)I11A5/8'
12 GA GV.V.51ELL TRAfX ' SHEET METAL SCREWS. -FIRST
ANCHOR/SCPEW STARTING fRON BOTTOM AT NO MOLE THIN HALF Of YAIOU U ON CENTER DISTANCE.
A BRACKET FASTENED TO WOOD HIGHEST ANO bR/SCREW dSTAIEO AT LEAST A$HK11 AS THE ODOR OPENING H
JAMB AC ONE 5/1641-1/2' ALUMmW ExrrtU510N 8 vRIYI WEATHERSTRIP.Exi1LA15IDN
Vr000 NAG SCREW PER BRACKET
ATTACHED WITH/8.1/2"SELF TAPPM SCREWS N 18'
ON CENTER SPACING((6)SCREWS ON 6w DOOR). SIGN LOADS: +42.0 PSF & —48.0 PSE.
2'CAM STEEL TRACK FASTENED 16 u(MJ.V.STEEL MER.NmE FASTENED M(FADER FLOBTDA No 6j2O
TO TRACK BRACKETS.EACH S>�W/(a)i�F1A.1W SHOT YETµSCREWS, TOLERANCES .00- +.o3" 5 ALE• E ,J PAGE,, wUL SIZE
I T/16-V STEEL
WLNIH IS FASTENED
ED PN ENDH MS (4)DI �'�v�� we.a solea om...:s. .ODD= t.0T5 P. �.I Nd N••,' OF 1
BRACKET ATTACHED WTK ME ■P9'0'W x 12'0^H
1/a'.5/8'80LT h NUT 1W0 lA G Gµv.SIFEL EW IPNGE FASTENED TO CAU,SIRES R/f.)DACH .0000 s *.007 ATE. 0p
/a"RNETS. /IIaS/e'SKECi YETµSCREWS A(a)1/a'SELF IAPPfNG SCMWS. D64n66 xE/2. 6 0 I l' • DCSCRIPTIGN SINGLE CAR W7 PAN DOOR
ME EQUIRET coS OF T to CLOPAY BUILDING PRODUCTS - DaAArN 6r.
THE REOVIREUEMS OF THE 200) WITH IMPACT RESISTANT LITE.
AND 1010 FBG 2"t0 BALL SEEM ROLLER(I-3/16-d/16"n1) Building Products 8585 DUKE BLVD. -
WITH STEEL OR NYLTON SRL DRAVtAG NUMBER• VCR
COm Qn MASON, OHIO 45000 Ear T' B 101702 MD
513 770-4000 -_ .H .•�
4 3 2 '.E:•