WS-10-1530Miami ShOres Village
Building Department
10050 N.E. 2nd' Avenue, Miami Shores,. Florida 33138
Tell (305) 7952204 Fax: (305) 756.;8972
INSPECTION'S PHONE NUMBER:'(305) 762A949 tv -�
BUILDING Permit No, 11 1
PERMIT APPLICATION
Master Permit No
FBC20
Permit. Type :. BUILDING RU( 'I.. IG r1
Owner's Name (Fee Simple Titleholder) 4ir Z j OC Fti Phone # _S
Owner's Address
1 31--
City 4 i w tk *ts state Zip
Tenant/Lessee Name " . Phone #
Email
Job Address (where the work is being done) X t f /?7a
City Miami Shores Village County
FOLIO / PARCEL #
Is. Building Historically Designated YES NO Flood Zone
Contractor's Company Name in 1 T1i , 1.!00. 11 getwA9 i (I( Phone # ,1 SZI 3 0
Contractor's Address , .7 7,76 1,0 C ``
City It t4 re. T 4 State Zip 3 O/
Qualifier -e Phone #
..
l�fia�ne. �,,; � :l � �Z-i �')7Zf � = :..
State Certificate or Registration No Certificate of Competency No . d. .. :di 2 0
� uZf: �.'
Contact Phone J � E -mail , ., ..:..., . .
Architect/Engineer's Name if
(' applicable) Phone # ._
Value of Work For this Permit $ e Square / Linear Footage Of Work.
Type of Work Addition
Y P� ❑ Addition QAlteration [New ;: epair/Replace Q Demvlitio
Describe Work: 1Q � fee, 6 CAy . C3
* * *** * * *** * * ** ** * * * * * * * * * * * * *
Submittal Fee D—Cg3 ' Permit Fee $;;:
at k9
Notary $ Training/Education Fee $ ' ' Technology Fee $
Scanning $ Radon $ DPBR $ Bond $
Double Fee $ Violation date:
Structural. Review. $ Total Fee Now Due $
See Reverse. side
#* *4;Ftes* ** *tae ** ***
L ®cam.
CCF $ CO /CC $
* * * * ** * * * * * * ** * * * * * ** * * * * * * **
DTI
�t.
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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."
Sign ;
Print:
My Commission Ex
* * *.** * ** *
S
{Revised 07110 /07)(Rcvised 06/10/2009)
WAVER DZIEDZIC
4 , MY COMMISSION # DD 999564
EXPIRES: July 7, 2014
%, e0F,10 4' "a.. Bonded Due Budget Notary Sends
* ** * *** C * * ** * ** *ale * * * * * ** * * * * * *It*
APPROVED BY Cl c '�
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 - certifted 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 : 'e )proved and a reinspecti ill be charged
Signe
Owner or Agent
The foreg g instrument was acknowledged before me
day of L 20/ by
who • personally known o me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
l�l
Plans Examiner
Engineer
Signature
Contractor
The forexi��ng instrument was acknowledged before me this
day of Pi) -6k1 20 .0
who is personally known to me or who has produced
as identification and who did take an oath,
Clerk checked
NOTARY .PUBLIC: ���� my
Sign :
Print: . °:
My- Commission x,tes' '._ 4 ' •
1,
4)fl /1fl itit��
************ ** ** ******* ***** ************** *4* k********duk * **
Florida Building Code Garage Door Windload Design Pressures
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 -05), Section 1619 for "components and 7 c r adding"
(Exposure C), 146 mph wind velocity for Miami -Dade County. 7
Address: Eduardo Moran
467 NE 100 ST.
Miami Shores, FL 33138, Miami -Dade County
• • • •
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• •
• •
• •• •• ••
• • • • •
••••
•• • ••••
Sco ton,
Flori• '.' . License No. 63286
8585 Duke Blvd.
Mason, OH 45040
(513) 770 -4800
8/24/2010
Report # DPR- 100824 -A -1
BY:
A
Garage Opening Size: 8' 0" x 7' 0"
Mean Roof Height: 16' 0" Roof Slope: Not provided (use greater than 10 degrees)
Measured Minimum Building Dimension: 30' 0"
Measurement of Nearest Garage Door Opening to Building Corner: 1' 6"
Positive Design Load: +41.9 PSF Negative Design Load: -47.1 PSF
The following Clopay Building Products Company Doors meet the requirements for the stated loads:
Clopay Model 84A/94W8 (solid), 8'0" x 7'0 ", Approval # 05- 0316.01, Dwg # 103287, Windload Capacity: +54/ -62 PSF.
Clopay Moca 00 /4301 /4310 /4400 /4401 /HDG /HDGLW8, 8'0" x 7'0 ", Approval # 07- 0807.14, Dwg # 101703, Windload Capacity: +48/ -60 PSF.
• •
• • •
• • • • •
• Ike designloids shtwlcriabove area are based upon the measurements listed above for "enclosed" buildings, and
• require that the door+beiogoinstalled meets the requirements of Section 1626 of the 2007 Florida Building Code for
•: • •Wtrndborre del?ris in ti$ It ••
velocity hurricane zones.
• • •• • • • •Tl' a relat2d •c`�IculatioTis de
• not address the jambs or structural adequacy of the supporting members. The building
official is /Mel:ina' determiner of the suitability of the garage door connections for the particular building or home at the
designated location. The "structural interface" of the designated door is the existing door jamb. The structural
capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a
certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject
door, and details for installation are provided on the certified, approved drawing, as listed above.
;,Jf CT TO COMPLIANCE WITH ALL FEDERAL
51 A 11 /s,11) COI INTY f1ULES AND fiFOULATIONS
• •
•
• •
• •
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Clopay Building Products Company
8585 Duke Boulevard
Mason, OH 45040
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) 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 Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami 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. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This iroduct is approved as described herein, and has been designed to comply with the Florida Building
Coc alluding the High Velocity Hurricane Zone. • • •
• • •
DE$CRIPTIQN: Steel Sectional Garage Door 9' wide w/ Optional Impact Resistant Lites
APPROVAL IiJi1fiIENT: Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant
Liles ",•9heet 1 of.1., dated 06/13/08, prepared by Clopay Building Products Company, signed and sealed by
Scolt+Hamilton, €s,•bcaring the Miami -Dade County Product Control Revision stamp with the Notice of
Acptpe nunal?ei•41 expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPA 'CT'tATING: Large and Small Missile Impact Resistant
LAB1LING: Sfi unit shall bear a permanent label with the manufacturer's name or logo, city, state and
foli!oev ng statement? Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RE1; VyAL ofrttis NQA shall be considered after a renewal application has been filed and there has been no
chRiaAtrf the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
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 revises and renews NOA # 03- 0428.04 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 -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
www.miamidade.gov/buldingcode
NOA No 08- 0618.03
Expiration Date: August 21, 2013
Approval Date: July 24, 2008
Page 1
• •
Clopay Building Products Company
A. DRAWINGS
1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites ",
sheet 1 of 1, dated 06/13/08, prepared by Clopay Building Products Company, signed
and sealed by Scott Hamilton, P.E.
B. TESTS
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 05/28/08, signed and sealed by David W. Johnson,
P.E.
• • •2 Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels,
• • ••••
p iepared by Stork Materials Technology, Test Report No. 30160 -04- 63365, dated
• • •
Q1/26/Q5, signed by John D. Lee, P.E.
• • •
•
• •• •• ••
• • • • •
• • C. • • • CALClTATIONS
• • • • 01 J •anchor calculations, prepared by Clopay Building Products Company, dated •
• • • Q6/Q8, signed and sealed by Scott Hamilton, P.E.
•
•
•
• ••
• • •
• • •• • ••
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
•
D. • • • • QJJALI1 • Y ASSURANCE
• • • 1. Miami Dade Building Code Compliance Office (BCCO).
E -1
arlos . Utrera, P.E.
Product Control Examiner
NOA No 08- 0618.03
Expiration Date: August 21, 2013
Approval Date: July 24, 2008
F. .•
• ;;atemE nt letter of conformance issued by Clopay Building Products Company, dated
• ••• Q6/13/Q8, signed and sealed by Scott Hamilton, P.E.
• •• • 2. Staiemcnt letter of no financial interest issued by Clopay Building Products Company,
•
•
• '• •• • • • cj to H 6 /13/08, signed and sealed by Scott Hamilton, P.E.
• •
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. 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 12/04/06, 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 12/04/06, 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 12/04/06, signed by Rafael E. Droz -Seda, P.E.
4. Test report on Self- Ignition Temperature per ASTM D1929, 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 05/26/06, signed by
Joseph L. Doldan, P.E.
•• • ••••
• •• •
• •
• • • •• ••••
•
• G. .OTHER
• • • .1 ► • Ne�ieeof Acceptance No. 03- 0428.04, issued to Clopay Building Products Company, •
•
• • • • appiend on 06/05/03 and expiring on 08/21/08.
•••• • •
•
E -2
Carlos M. trera, P.E.
Product Control Examiner
NOA No 08 -0618.03
Expiration Date: August 21, 2013
Approval Date: July 24, 2008
MALMO TYPE
FASTENER TYPE
MAXDAUM •
ON CENTER
DISTANCE
BETWEEN
FASTENERS
di
1 -80 (ROCK (HOLLOW OR
,1L•
1 / . 3 (4 -1/4• EMBED) 119* TAPCON CONCRETE ANCHOR (2 -1/2' MN. EDGE 05TANCE)
�1 - APC N CONCRAT� _8t` �>if�+`i�
151WIEW[F3EFACW Iti))E 1 >G - 1.... .. .).4-5
10-1/r
E.LSM
1 0.0.
1 ..0.
..Ls 1.4
E A l AL•fl15iria.iIIE7l)•i " T
00 , MI.. - ifraorm
Wi1f& iOMI.YE 7L`W -.5 �'ILTiC�*Yl•�'••� SIfIDEFFI Kr ';♦.. 4)_EDilli,Td•
1 f E 04 . Jj Tf aTx8 T A ITT'S ..TJ■
1CLOPAV MODELS 84A, 94, 98, 894
:DEAL MODELS: 4RST, 44ST, 4F ENO STTLE5 ATTACHED TO DOOR SKIN WITH PATENTED 10* -1.40C TEA. END STILE
HAVE (2) DIG-1 -LOG CURCHES AT TOP AND (2) AT 497700 44. ,0 TIE FRONT •ACE'S
HOLME5 MODE! S: 48 / • 21' SECTIONS NAVE (6) T00 -I.-LOC CLINCHES: • • • •
• 10• SECTIONS HAVE (A) T00-1 -LOO CLINCHES.' • • • •
L
7 -1/2'
t_
4
11111 =_ 111111 111;:
r i11_" i_E•l' 11
IINNI
- III11011111-1
T9-
1t
pr
• a • a a I a
IIII11111II IiI111111III II111•1Ii11I1MI!!!C
gT A ;r
0 R . VENTS
NM%. DOOR 80TH 9' 0'
INTER.
STILE
OUTS DE
HANDLE
12 GA GALV. STEEL TRACK
BRACKET FASTENED TO 9000
JANE LAWS WA S /16 -1 /r
WOOD NAG 51018 PER BRACKET.
2' GALY. STEEL TRACK FASTENED
TO TRACK BRACKETS. EACH
BRACKET ATTACHED 0ITH ONE
I/4'.3/0' BOLT 8 NUT OB 111'0
1/4' TENETS.
4
INSIDE ELEVATION
2 -3/4•- 2- 1/4'- -1
l 4() EI4.5/E' 9QCT KM.
JAMB CONFIGURATION
I
1
ATTACHED WRN70G- LL-LOC [(2) AT TOR & SCTl0M1,
URETHANE ADHESIVE (ALONG CENTER).
A
END
LOCK
BAR
DUDE
LOCK BAR
ENGAGES IN
Oum2E KEYED 1 DG. TRACK ON
garrenr ;NAP IATFII LW% WON OWN BAR f1 L 0CKDIF DE DOOR
7 -1/2'
LI
1AP1/4 43/ SELF
045 FND ISTERS _ NTEEN1z9F ANCE
19 9: ATTE8Y
02
03
04
»40
03/
00/2303
08/13/08
0-40 MN. WAS G -80
ADDED EXTENDED HEGER NOT/ELS
ADDED OPTONAL IMPACT RESISTANT TATE5.
SEE INTERNED. *1501
OETA0.
ND HINGE DETAIL
LOCH POSITION (BOTH SIDES). SEE
UPON OF EACH LOCK FOR DETAILS
24 GA (0.0239' 600. THICK) DOS STEEL
(MN. YIELD 35.7 KS) EXTERIOR sox 911111
C -40 GALVANIZING, BAKED-ON PRIMER
NC A BAKED-00 POLYESTER PANTED
TOP COAT APPt1E0 TO 90TH ROES OF
STEEL SKN. (AVM NP. A553).
SLOE BOLT LOCK
ENCP 0410
VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF
DOOR.
NSW 01 OF ,ELT
1.11C11-122111421
SHIP LAP 20575.
PROauCrREV1SFD
so
Clore 1D1 the Florida
&Aft Amply= No id -O-L
�7P'LC
STOP MDULONG BY 0009
*TSUI -LER (TO SUIT)
20 0*. MN. CAW. STEEL. END SOLE, 2- 5/8
20 DA MIN. GALV. STEEL RETER6. STILE 2'.2'.
2 10 BALL STEEL ROLLER (I 3/18
MT STEEL OR 5711041 TIRE
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• • • •••
• • • • •
• ••••••
3
• • • • •
• •••
ONE RDR OF #2011- 90861001 8.020.30 M =ES
TOP SECTION (5090) .130*KT` -TS- •
3511X5 tNDT
MAN ON1IS 1 GION :BLOW 9X5 B -I /5' 1 '• • •
AN WND 5 N.R O.L•1• SU•03a7• WARMED CC* PLASOWN /pow=
RCE HCCION 8-8 F09 * 003.•OCT.•0 • •
•• • • •
ADM
88, 164,
4RST, N45T
98. 00
REIM
HODEL
840 48
DESCRIPTION
WWDCRNN TEXTURE RAID PANEL GNN. DETER. BMW
9OOOGR410 7001(WE FLUSH PANEL, CN.V. NM. 57X05
SECTION A -
-1 _ r - 2 T
19 IM. GUY. STEEL WM. FATE FA5719E0 TO CENTER
Rua M/(
STA) EACH 514.5/8' SHEE IN. T ME SCREWS.
69I
7/18' ROUND NN 6 8 24 10.. O5 EACH ROLLER 91067.
1A GA CNN 9TCO ENO E .9GY 45 TO END 81918 W /(4) EACH
914.5/9• NAV %CUL SCREWS & (4) I /4' SELF 1,96000 SCREWS.
3
• • •••
•• •• •
• • • •
• • •
• • •
• • •••
S�E
• • • :TION•8 -46
• • • • • • , / "* '0'
• •
RAIL* • APL M1....a01
CRARME
OPOINAL -.M PSERF
••
• •
• •
• •
••
•
••
SPA. Pg
ONE-CE ONECOON
144.1)1S0 GE WAITE Fw
FRAME & 01AaPG.
to GA OALY. S1 BRACKET
EACH
13 GA 0ALY. STEEL 8017014
SPACIAL,* (3 -1/2' F 8 -1/2')
ATTACHED WITH (2) #14X5/0
SHEET METAL. SCREWS.
�l r'
•
•
'112'
XT
- - -
ISS 1' 4�'Oik'F)•4m4G3YiEt7i
[ AR iLii '1. 5: is
AWIS )iIFF3ii
IUm IISMIR•39181 •2 m
FIQ�iiFY ]�FS7F']Ifi •
l�l59 E*_.1�s
1]C)i4 1 Mail/E E)is
1 I •
-5 hannirzricamamamtir
D - ITISSPAIITNIIDINTSZIETWISTS. iE9ilE"3.�Li
Ii 069*.60E 5Yi➢i1 " 08 .01167•
O f6YiO37li�lLtllitZEaCC>irL)q
fE�1iF� ♦ice �13T��51
PO015,1,0)E RETAINER
FASTENED TO FRAM[ NTH
mACHIC Y PEWS. KM
N M
TABLE 1
NUMBER
DOOR HEIGHT OF
SECTIONS.
4
401119 6*
• 0E 17040 1E 20 NOW
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. EXTRUSION
lr
ON CENTER SPACING ((B) SEAS 014 091 20081.
Building Products
Company
2
FRONT FRAME FACADE.
GE 550400WC STRUCTURAL
Z .
TRACK CONFIGURATION
VERTICAL TRICK ATTACHED TO FLAG BRACKET
WITH 111 3/8'.3/4' CARRIAGE BOLT.
18 GA CAL*. FUEL RAC 04909ET. EACH 060119 EO TO
WOOD JAMB 91111 (3) 8/II:.l -1/7' ROOD LAG SCREWS.
VERTICAL 1RAC0 NITA.= TO HORIZONTAL
ERN. WDH (3) 1/4'43/4 TRACK MTS.
2' GAOL STEEL TRACK,
TRUCK 780X5055: 0.000'.
TTP. 2- 1/5•.42 CA GALS.
=I. TRACK BRACKET.
HORIZONTAL TRACK SN`POR
8Y DOOR O49TALLER (To 5101).
CONCR 09 IN
0 REWIND TOP
DOORS MR 9' NCH
ad JAMB TO SUPPORTING STRUCTURE ATTACHMENT
1 . � ALL THE LOAD FROM THE DOOR 113 TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2.9
TAMBO . VP ( GRADE 12 OR BETTER) JANUS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE
HORIZONTAL (TOP) JAMB.
2. ALL JAMB FASTENERS NAY BE (BUT ARE NOT REQUIRED SH
E0 TO BE) ODUNIERK 70 PROVIDE A FLU
MOUNTING SURFACE.'
STEEL POP 3. A 1/3 STRESS 0GRULSE FOR 000 LONG WAS 0$ USED N THE CALCULATION OE ALLOWABLE LOADS FOR
BOILER ,08.0. ANCHORS AND FASTENERS FOR STEEL CONCRETE AND MASONRY
OO .
1 4
5CREW5.• WD FRAME BUILDINGS
14$/8 SHEEP STUD WALLS OF' DOOR WENDS SHALL BE MANED SOLO BY NOT LESS THAN (3) 248 PRESSURE MATED 5YP MAX.
YETAL 7� 22 OR "ND N BETTER) (0.), SRO WALLS o BE 108(09UCUS �M FOOTING O 4200 F EXTREME TIBER
5TEEEL 2 8 . 05
BLOCK ( 2 R BET
K BETTER) W
CONCRETE . E
14
UF : UF 1 8 5WY.L BE ANCHORED TO GROUT REINFORCED BLOCN WW. OR
END STENED TO ENO BARS EXTENDING INTO 510 FOOTNO AND NM TIE BEAMS. ALL BARS SHALL BE CONTINUOUS TROIA THE 71 ND
STILES W /(4) #1445/8' BENS TO FOOTING PER BLOCK WALL OR COICRETE COLUMN. BLOCK WALLS AND CONCRETE 031.0. NS TO BE
SHEET M SCREWS DESTINED BV THE 8WAN0 moves OR 021001001 OF RECORD.
& (4) 1/4' SELF
TAPPDO SCREWS.
2 -4/4' TALL x 20 GA GAIN.
STEEL (MN. YIELD 60 K51)
U -BAR. TWO U -BARS PER
SECTION. EXCEPT INTRO
BECTON WHICH HAS ONLY
ORE U -BAR. EACH U-BAR
ATTACHED WITH 1/4' SELF
TAPPING SCREWS. (2)
SCREWS AT'EACH END AND
941ERNED. STELE LOCATION.
- FIRST ANCHOR/SCREW STARTING
• HIGHEST ANCHOR/SCREW DISTKLED.
TOLERANCES
UNA49 STOW Cl/Noc F
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
.00 e
.1100 e
.0000 e
0990999
CLOPAY BUILDING PRODUCTS
8565 DUKE BI.YD.
MASON, OHIO 45040
• 51, 770 -4800
2
TO BE USED FOR AITACHYENT OF TRACK BRACKET
AT To TORE WU 'T *0 49110 S THE 09E153145� CENTER DISTANCE
.03
SCOTT NAMLTON, P.E.
FLORIDA P.E NP. 83208
.015
.007
1/2'
Sca.E NOTED
041E
000NN HT
CHECKED
SH
PREPARATION OF' JAMBS BY OTHERS
cm THE DESIGN OF THE SUP+ORTNG STRUCTURAL ELEMENTS SHALL
OE THE RESPOH518R11Y OF THE PROFESSIONAL OF RECORD FOR THE
BALDING DR STRUCTURE AND 04 ACCORDANCE 9101 CURRENT WELDING
CODES FOR THE LOADS LISTED 00 THIS DRAWING.
06/13/06
SH
- � 09* Hien91112M DOD12N
HORIZONTAL (TOP) 3A148
(NO 10AD FRDU DOOR)
LEN TOP BRACKET
DOUBLE 00R20N101
FASTENER
TYPE
2.11 VERTICAL JAMB
DESIGN LOADS: +42.0 PSF & -48.0 PSF
PAGE.
1 OF 7
1SCRIPIIDIA SINGLE CAR W7 PAN DOOR
WITH IMPACT RESISTANT CITES
AWING AAP18ER
101702
NAx. 512E
9'0 x 12 "H
VLN
MD
Inspection Number: INSP - 150565 Permit Number: WS -8 -10 -1530
Scheduled Inspection Date: August 31, 2010
Inspector: Bruhn, Norman
Owner: MORAN, EDUARDO
Job Address: 467 NE 100 Street
Project: <NONE>
August 30, 2010
Miami Shores, FL 33138 -2446
Contractor: MIAMI DADE OVERHEAD DOOR INC
Building Department Comments
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
REPALCE GARAGE DOOR
Passed %/7662/-ic
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
�'c--
For Inspections please call: (305)762 -4949
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number (305)527 -2305
Parcel Number 1132060170530
Phone: (305)820 -3300
Page 16 of 18