RC-11-2044Permit Number: RC -11 -11 -2044 j
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 168672
Inspection Date: January 26, 2012
Inspector: Bruhn, Norman
Owner: MARIA GONZALEZ, ISABELLA
DCTDI 17C1 1 1
Job Address: 9546 NW 1 Avenue
Miami Shores, FL
Project: <NONE>
Contractor: GREYSTOKE CONSTRUCTION INC
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Addition /Alteration
Phone Number
Parcel Number 1131010240240
Building Department Comments
GARAGE DOOR REPLACEMENT & BLOCK UP TWO
WINDOWS
Passe
Inspector Comments
CREATED AS REINSPECTION FOR INSP - 168644. CREATED AS
REINSPECTION FOR INSP- 166241.
Screws missing in hinges and stiles. NB
ea.--
zi
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
January 25, 2012
For Inspections please call: (305)762 -4949
Page 1 of 1
It ra r- At.r X
B ILDING
PERMIT APPLICATION
FBC 20
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Permit Type: BUILDING ROOFING
OWNER: Name (Fee Simple Titleholder): ISABELLA PETRUZZELI
Address: 9456 NW 1st AVE
City: MIAMI SHORES
Permit No.
IMeagYa":3
JV NOV O 2 NG ii
B Y: - - -p -- - - --m¢
Q
Master Permit No.
Phone #: 786- 301 -6411
State: FLORIDA Zip: 33150
Tenant/Lessee Name: Phone #:
Email:
JOB ADDRESS: 1st AVE
City: Miami Shores
Folio/Parcel#: 11 -3101- 024 -0240
County: Miami Dade
Zip:
33150
Is the Building Historically Designated: Yes
NO Flood Zone:
CONTRACTOR: Company Name: GREYSTOKE CONSTRUCTION INC. Phone #: 786-380 -9841
Address: 8799 NW 99st STREET
City: MEDLEY State: FLORIDA Zip: 33178
Qualifier Name: GUSTAVO BLAZQUES Phone#: 786 - 380 -9841
State Certification or Registration #: CGC1510710 Certificate of Competency #:
Contact Phone#: 305 - 822 -2804 Email Address: AMAGROUPINC @YAHOO.COM
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ 1450.00 Square/Linear Footage of Work: 96
Type of Work: Addition ®Alteration New URepair/Replace ODemolition
Description of Work: 2 GARAGE DOOR & BLOCK UP 2 DOORS
* * *** * * **: ***** ***** ** *+x**** * *** * * * ****Feesw*x *** ***** **** ***************+*************
Submittal Fee $ Permit Fee $ /j2 v d CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $ at "
TOTAL FEE NOW DUE $
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 AN'N'IDAVIT: 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 be charged.
Signature �44 ' Signature
0 gent Contractor
The foregoing instrument was.acknow ed ed before me thisZS The foregoing instrument was acknowledged before me thiPt-
day of Qc'U ., 20 AL, by , day of ete t , 20 1( , by
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Exp
NOTARY PUBLIC:
Sign:
Print:
My Co
**** :** **** ** x�x**** *** ** * *** *x:�x** **�xx�** *** * * *** ** * * ** *:x****�x *x:�xx�:�:s�x�x *�xx ;.. ,�. **** * x x�*** x �x ****** x * *�
APPROVED BY 1/// Zoning
i
/40)? Plans Examiner
A4(124-44/1/8/11 Structural Review
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Clerk
1
1
Planning and Zoning Criteria
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Folio Number:1131010240240
Owner's Name: ISABELLA PETRUZELLI MARIA GONZALEZ
Job Address: 9546 1 Avenue
Miami Shores, FL
Owner's Phone:
Total Square Feet: 0
Total Job Valuation: $ 1,450.00
Contractor(s)
GREYSTOKE CONSTRUCTION INC
Phone
Primary Contractor
Yes
Planning and Zoning Criteria and Comments
Approved: Yes Date Approved: 11/2/2011: Yes
Comments:
1416114 ,4a4
Permit No: 11 -2044
Job Name:
November 10, 2011
1 of 1
Miami Shores Vivage
Building Department
Building Critique Sheet
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Page
1) Provide the product approval for the garage door.
2) The demo plans shows 2 doors being blocked up but the floor plan show one door and
one window and the detail is to infill a window. What work isactually being done?
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 - 795 -2204
35- 8n- 5149
11/10/2011 14:22 FAX 1 800 685 7530
DATA SCAN FIELD SERVICES
I7j 001
* * * * * * * * * * * * * * * * * * * **
* ** TX REPORT * **
* * * * * * * * * * * * * * * * * * * **
TRANSMISSION OK
TX /R% NO 1967
RECIPIENT ADDRESS 93058195556
DESTINATION ID
ST. TIME 11 /10 14:22
TIME USE 00'35
PAGES SENT 1
RESULT OK
46114 -414
Permit No: 11 -2044
Job Name:
November 10, 2011
1 of 1
Miami Shores Viiiage
Building Department
Building Critique Sheet
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Page
1) Provide the product approval for the garage door.
2) The demo plans shows 2 doors being blocked up but the floor plan show one door and
one window and the detail is to infill a window. What work isactually being done?
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 - 795 -2204
8I9 - 94t°
11/17/2011 17:18 FAX 1 800 685 7530
DATA SCAN FIELD SERVICES
Ej001
TRANSMISSION OK
TX /R% NO
RECIPIENT ADDRESS
DESTINATION ID
ST. TIME
TIME USE
PAGES SENT
RESULT
* * * * * * * * * * * * * * * * * * * **
* ** TX REPORT * **
* * * * * * * * * * * * * * * * * * * **
1974
93058195556
11/17 17:18
00'35
1
OK
11111 )iv__Ac.-
Permit No: 11 -2044
Job Name:
November 16, 2011
Miami Shores Village
Building Department
Building Critique Sheet 2nd
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Page 1 of 1
1) The demo plans shows 2 doors being blocked up but the floor plan show one door and
one window and the detail is to infill a window. What work is actuallybeing done?
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 -795 -2204
.Roe- 55%0
I i I1 j JII-A4J
Permit No: 11 -2044
Job Name:
November 16, 2011
Miami Shores Village
Building Department
Building Critique Sheet 2nd
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Page 1 of 1
1) The demo plans shows 2 doors being blocked up but the floor plan show one door and
one window and the detail is to infill a window. What work is actuallybeing done?
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 - 795 -2204
frkr Ea — M _ 555
4
1
„..- CALCULATIO
-CLADDING PRESSURES AND
ONS
RENOVATION-.
9546 NW 1st AVE, Miatii—Shores, FL
1177,77'T
SUBMITTEiD TO
'Ear TO COIVIPL1Pd ICE Wi FI-1 ALL FEDERAL
CITY OF MIAMI'CIEOREEPu'!TY RI _ILES AND REGULATIONS
Building Department
JAIME
INDEX
ITEM PAGE
Wind Calculations 1-2
Fence calculations 3
NOA Garage door 4-5
DATE: October 20, 2011
REP i D BY
LLO P.E. 60792
LAGOON DR, S-400
MIAMI, FL. 33126
WIND LOADS
Detailed Wind Load Design (Method 2) per ASCE 7 -05
Description: 9546 NW 1ST AVE
Analysis by: Jaime Jaramillo
User Input Data
Structure Type
Building
Basic Wind Speed (V)
146
mph
Struc Category (I, II, III, or IV)
II
Exposure (B, C, or D)
C
Struc Nat Frequency (n1)
1
Hz
Slope of Roof
3.0
Slope of Roof (Theta)
14.0
:12
Deg
Type of Roof
Hipped
Kd (Directonality Factor)
0.85
Eave Height (Eht)
9.00
ft
Ridge Height (RHt)
Mean Roof Height (Ht)
15.00
12.00
ft
ft
Width Perp. To Wind Dir (B)
50.00
ft
Width Paral. To Wind Dir (L)
46.00
ft
Calculated Parameters
Type of Structure
Height/Least Horizontal Dim
0.26
Flexible Structure
No
Calculated "Parameters
Importance Factor
1
Hurricane Prone Region (V >100 mph)
Table 6 -2 Values
Alpha =
9.500
zg =
900.000
At =
0.105
Bt =
1.000
Bm =
0.650
Cc =
0.200
I=
500.00
ft
Epsilon =
0.200
Zmin =
15.00
ft
Gust1
Gust Factor Category l; Rigid Struc
For rigid structures (Nat Freq > 1 Hz) use 0.85
Gust Factor Cate ory II: ';RI , id Structures - Complete .Anal
res - Sir
tt
thud
0.85
Zm
Zmin
15.00
ft
Izm
Cc * (33/z) ^0.167
0.2281
Lzm
Q
Gust2
I *(zm /33) ^Epsilon
(11(1 +0.63 *((Min(B, L) +Ht) /Lzm) ^0.63)) "0.5
0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm))
Gust Factor Summary
427.06
0.9209
0.8834
ft
Since this is not a flexible structure the lessor of Gust1 or Gust2 are used
0.85
Fiq 6 -5 Internal Pressure Coefficients for Buildings, Gcpi
Condition
Gc i
Max +
Max -
Open Buildings
0.00
0.00
Partially Enclosed Buildings
0.55
-0.55
Enclosed Buildings
0.18
-0.18
Enclosed Buildings
0.18
-0.18
9546 nw 1ST AVE
1
WIND LOADS
Detailed Wind Load Design (Method 2) per ASCE 7 -05
Figure 6 -11 - External Pressure Coefficients, GCp
Loads on Components and Cladding for Buildings w/ Ht <= 60 ft
a = 4.6 ==>
a
Hipped Roof
7 < Theta <= 27
4.60 ft
Double Click on any data entry line to receive a help Screen
Component
Width
(ft)
Span
(ft)
Area
(ftA2)
Zone
GCp
Wind Press (Ib /ft"2)
Max
Min
Max
Min
Garage door
8
7
56.00
5
0.87
-1.14
41.26
-51.81
Cladding
10.00
4
1.00
-1.10
46.46
-50.40
Cladding
10,00
5
1.00
-1.40
46.46
-62.21
ote: '` Enter one 1 through 5, or 1H through 3H for overhangs.
9546 nw 1ST AVE
2
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Clopay Building Products Company
8585 Duke Boulevard
Mason, OH 45040
I —Lot-vi
5gaT.1m7
B. .0 _; ?ini. 1)
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.aov/buldinacode
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 product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: 9'- 0" Wide Steel Sectional Garage Door
APPROVAL DOCUMENT: Drawing No. 103287, titled "Pan Door 9' W +54/ -62 psf', Sheet 1 of 1, dated
04/07/04 & 03/03/05, with last revision 03 dated 08/2010, 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 Miami -Dade County Product Control
Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear the following permanent label:
Clopay Building Products Company
1400 West Market Street
Troy, OH 45373
and the statement: "Miami -Dade County Product Control Approved ".
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in 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 renews NOA # 05-0316.01 and consists of this page 1 and evidence page E -1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
I: • t. i 4._ke l ti to
APPROVED
NOA No 10- 0908.07
Expiration Date: September 15, 2015
Approval Date: October 13, 2010
Page 1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 103287, titled "Pan Door 9' W +54/ -62 psf', Sheet 1 of 1, dated
04/07/04 & 03/03/05, with last revision 03 dated 08/2010, prepared by Clopay
Building Products Company, signed and sealed by Scott Hamilton, P.E.
B. TESTS "Submitted under NOA # 05-0316.01"
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 Specimens A, B, C and D
Clopay Model 94, 9'x 8' 24 gauge garage doors, prepared by American Test Lab, Inc.,
Test Report No. ATLNC 0827.01 -04, dated 10/22/04, signed and sealed by William
F. Wescott, P.E.
C. CALCULATIONS "Submitted under NOA # 05-0316.01"
1. Fastener Attachment Calculations prepared by Mark Westerfield, P.E., Sheets 1 & 2,
dated 03/03/05, signed and sealed by Mark Westerfield, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance with FBC 2007, issued by Clopay Building Products
Company, dated 08/25/10, signed and sealed by Scott Hamilton, P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 08/25/10, signed and sealed by Scott Hamilton, P.E.
E -1
O9 /Z,1,°
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 10 -0900.07
Expiration Date: September 15, 2015
Approval Date: October 13, 2010
4
3
Nip
2
1
MODELS CLOPAY 84A. 94. 98. H94 (24 GAUGE)
MODELS HOLMES 48 (24 GAUGE)
MODELS (DEAL 4F. 4RST. H4ST 124 GAUGE)
EXO BT0.E13 ATTACKED TO 000P 8MM WITH P1(0100
100 -0 -LOG SYSEM ALL SECTIONS NAME (2) CLINCHES AT ME
TOP AND (2) Cl/NM AT THE 001181 OF LAM END STILE.
021 STILES ON IB' =TOO 1NY6 (4 WOOS WONT
OSIRIS=700 ACROSS 1140 TALE OF To SIMO .
MD STILES ON 21' SECTORS WITS (e CINCHES 0402:7 OLSEMBUIEO ACROSS THE PACE 09 1420 scram
1101010.0202 STILE ARE ATTACKED WTH
700 -1.-4.00 (TOP Cot 1044100*0 NO URETHANE ��SEE BRLE TOR DIY.
► INNII
• A�ia_�iY�� i;
47
SERE OLIO
END STILES A11WIE0 10 DOOR WS NTH PATENTED
100 -0 -LOG SK6Y, ALL SECMNS ONE (2) C.R006S AT 1140
TOP AYD ) 4MCPE8 AT THE 00110* Of EON ENO STILE
END SIRES ON t8' swots HAYS (4) CLINCHES EVENLY
0187NOU1E0 WOW 116 TAW OF ME SECTION.
END STILES ON 21' seam ton (e) CLOCKS SONY
OILY B =EO MOW 011 FACE OF lia SECTION.
MTERI0ONTE STILE ARE MOOED NTH
100 -L -IOC (TOP 8 00110*) AND URETHANE
WOO CENTER).
EMU TAME FOR OTT.
Ba
1g
L
CONNH W OP16a0 *008
(.NR. AE4 E, Ed 123
*AL ODOR OWN 0' 0'
SNAP LATCH EW16f068
ONTO VERTICAL TRUCK. ON
NE fEAAC H 100 O
0000 ISOM
OWN M1N
SONUS NOW
(SEE WICK O EACH
LOP FOP Suss).
IiiiIl! Ifilif r
3UI111111I1111111111111 =I1111111111111IE
11ommiiii• rw°
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LOPMON 00 0810041
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388111 NANME
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-�a.Ml
WOE
LQNLAD02 M
MN FIDE
OF DOOR.
SLIDE E0.T TINS MACES
000 ORDEAL TRAM. ONE
LMT OM UCH WOE 07 DOOR.
Mt LOCK ATTACHED TO 0008
Stir- y1 ;A 4•
RM1
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
Ran
4) LOW FROM THE 0000 S TRANBPERR00 TO ME 10WK APO 1MON FRO* 101 TRACK TO THE 2.0 VERVAL SNP
MADE (12 OR SEINER) .N1 SEL AO (0O0 FRO* THE 0002 S 1AAN0EER0E0 TO 1NE F4 200110. (10P) JA*9.
AL .WO FASTENERS *AT SE (RUT NOT ROUND) COO TEROHN TO PROVIDE A FLUSH N0INEOO SOME.
A IL) STRESS INCREASE FOR NAD LOW 200 40) OSE0 M ME CALCULATOR 07 SLOMABLE LOWS FOR ACTORS AO
EON STEEL WIOREI0 NO *800OY.
WOOD FRAME BUILDINGS
513 00L15 0 DOOR OPEN= SHALL BE MOD SOW ST NOT LESS THAN (3) R.0 PRESSURE
TOWED SIP (OOAOQ (12 OR 0011ER) 8000 STEADS Of A STRESS CRANE 301 LESS THAN 1200 P9
KNOLL 140 O TROS END* STRESS IN RENDING (7.} 5100 TIKES TO 00 CONTINUOUS RCN Mono TO
BLOCK WALL OR CONCRETE
2.0 S8P (((00011 02 EOM) MD JAYS SHAW DE ANCHORED TO GROVE OJNFDRCEO moot OVAL
DR C0NGYCE MACE ARIL CELLS SWILL BE FILLED NW CONCRETE AND EEREMt0ED 530
RENINTRCETO OARS E070*000 M)D THE F0010O NO INTO 1E BEANS. AL OARS OWL EE C0AN*IOL6
FROM THE 10 MAO CONCRETE COWW.B 100 IN OENONE0 BYO M@ EP OR 3018817 OF RECORD.
T.
R
. il
10 EE USED FLO ORG0EN7 OF TRACK
DOWSEIB)
2.75'
MONOLOOT PE
�
0560 EAA
UUCC 11Y 07 TA^.
90➢. =AV 8/4
WM 0*20
2 �*a wow
SL[ IAIOUt Or UNH
LOP KOK 0408?
(4) (11• SHEET WEAL SCAL*3
REVISIONS
REV. NO.
ZONE:
DATE:
ECN NO.
APPVD:
DESCRIPTION
02
8/2005
03
8/2010
MW
SH
REVISED PER M -D COMMENTS
REVISED DESIGN ENGINEER
TABLE 1
DOOR HEIGHT
iY•1ibIFYD•Fi)MIT
:MA 101110r5111
10(2l11sIEE]iONINT4SM
7S'
(4) 1/4" CIA. SELF TAPAN* 80015
H4 M Ew?A HDPa07ONTW NAME
• nom 0K aN0Aw n'NH
STOP MAWS 5T 00014
MALLS (10 901)
19 GA tot PARTED STEEL RIO SUM
EACH END SIRE wawa 2- 5/2/2'.
20 GA PARED SI000 DOER
SVAE 00, 0$E MEASURES 212".
OATH. 12 CA
1 1m SP00
2" CON. STEEL TRAP GOW'
TREK. FASTENED 10 TRAY
020219 EACH BRA=
MACHO OM ONE t /4'- 2015/0'
R0.* 9 NN (18 1110 1/4" ROES.
,900 N+NF3URA20
SLALOM 11O
C-H 8L00* 014
OR COMER
51114
i
WANTS
FASTEN(4)
FASTENER TYPE
(H*LCW
I.
.. ..1111:R"an:3111112
5 =7. (. AK . -aGC0Y
1/4' . 3' (1.1/4' WOO) 1(00 TAP*:0) =CRETE ANCXOR (2 -1 /Y *OI. EDGE 05TAOE)
RYEIS /Lill iC.7L;- [ 400 'ZE13rili 7.:J••r.' 4, ,^ )_I1•F'O�[21)�
2- I/0
I. 0.0.
.:..
3fl•il 7' 1 4II: 3i 'i` -"" ZfiL..' "'�7' .P °�Al♦LA�IL
"AK"°y7
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.000 0 3.005
.0000 = 1.001
Degrees v 31/2'
Un4N, Stated Otherwise
PYE350M5 ARE IN MKS.
44 DA CAGY. STEEL
END NNW. EACH
FASTENED TO
STILES 109
O (41
4/4" $1F
3' TALL * 20 CA OKY.
SIM 4-100. IMO U -TEAS
PER SECTION. ATTACHED
EACH 0110 1 4/''5
s<Af}S. (2) SCREWS
AT UGH MONO
*(ERL60. STOP
13 GA GAL*, STEEL. 001104 E MET (2- 3/4141,
/110.060 YRN (2) 214.5/90 96E1 010*. 5001101.
ALWMW EXTRUSION 8 OWL MFADER50KP.
A41UNOAY ATTIm*00 TO SECTION ION (18 K 1/2'
SELF TAPPING SCREWS AT 2* -I/O' 0.0. *A.
DESIGN LOADS: +54.0 PSF -62.0 PSF.
I1
IN PI 8585 Duke 5040 USA
8585 k 45040 Boulevard
td. Ro. 513 -770 -4803
0u80 Fr01* is Wwv Fax 0.b. 513- 770 -4853
PART NO.: N/A
CLOPAY WINDLOAD RATING
W8
DESCRIPTION: PAN DOOR 9'W +54/ -62 PSF
DRAWN BV: RJK
DATE: 04/07/04
SCALE: N/A
CHECKED BY: SH
DATE: 03 /03/05
SHEET 1 OF 1
DWG. ID
SiZE
DWG. NO.: 103287
VER. MD
D
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F
8
A