RC-09-629Inspection Number: INSP - 125705
Scheduled Inspection Date: October 06, 2009
Inspector: Rodriguez, Jorge
Owner: LLOYD - GODSK, MARGARITA
Job Address: 120 NW 105 Street
Project: <NONE>
October 05, 2009
Miami Shores, FL 33150 -1244
Contractor: ADCO OVERHEAD GARAGE 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
For Inspections please call: (305)762 -4949
Permit Number: RC -4 -09 -629
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number 1121360131300
REPLACE GARAGE DOOR
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP - 125548. no access
Page 5 of 10
Project Address Parcel Number Applicant
120 105 Street 1121360131300
Miami Shores, FL 33150 -1244 Block: Lot:
Owner Information Address
Contractor(s) Phone
ADCO OVERHEAD GARAGE DOOR IK
CeII Phone
Approved: In Review
Comments:
Date Approved:: In Review
Date Denied:
Type of Construction: GARAGE DOOR
Stories:
Front Setback:
Left Setback:
Bedrooms:
Plans Submitted:
Certificate Date:
Bond Return :
Occupancy: Single Family
Exterior:
Rear Setback:
Right Setback:
Bathrooms:
Certificate Status:
Additional Info:
Classification: Residential
Fees Due
CCF
Education Surcharge
Permit Fee - Additions/Alterations
Scanning Fee
Submittal Fee
Submittal Reversal Fee
Technology Fee
Total:
Amount
$0.60
$0.20
$110.00
$3.00
$50.00
($50.00)
$2.75
$116.55
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
May 06, 2009
................
.................
.................
.................
Expiration: 1012012009
Phone
Valuation:
Total Sq Feet:
Invoice #
RC -4-09 -34566
RC -4-09 -34566
Check #: 7108
Total Amt Paid Amt Due
$ 116.55 $ 66.55 S.
.............:.......:
$ 116.55 $ 116.55 $ 0.00
MARGARITA LLOYD -GODSK
CeII
$ 799.00
63
•
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated.
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining
thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this
permit I assume responsibility for all work done by either myself, my agent, servants , or employes . I understand that separate permits are required for ELECTRICAL,
PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
Available Inspections:
May 06, 2009
Date
1
MARGARITA LLOYD -GODSK 120 105 Street
MIAMI SHORES FL 33150 -1244
Inspection Type:
Final
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle):
City Mf AM / ie P E•S State 74-
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Roofing
Permit loo. \\LU ` (0
aster Permit No.
Owner's Name (Fee Simple Titleholder) / MReG44/°74 ad/4 44O Phone # 3220
Owner's Address / 2 0 ,M KO JO s ST.
Zip
Tenant/Lessee Name Phone #
Job Address (where the work is being done) , S$li1f
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL #
Is Building Historically Designated YES NO
Contractor's Company Name A b o Oi( flti CLtio ct e Phone
Contractor's Address 7 6/7 N
Cit H t 4m i State r L. Zip
Qualifier Name 1 b Yob tie/ Y1 arlde.Z.. Phone #
State Certificate or Registration No. Certificate of Competency No. Oa " 5
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 19 & 3 cS/
Square / Linear Footage Of Work: t
Type of Work: ['Addition pAlteration ['New Repair/R place 0 Demolition
Describe Work: _#9 6& -boo/8 €6 A/61 hP l 4 4I
tg" 110 * * * * * * ** ***:x* *** :******* *** ****** ** F ** ***a: ** *+ x: x**** * *x ** * **** **** ***** *** **
Subnu Fee $ 'J ✓ U Permit Fee $ /12 ¶J
CCF $ 4 (10 : O/C
Notary $ —.- Training/Education Fee $ 0' 0 Technology Fee $ a . 1S
Scanning $ hip ) Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $ Let t
Structural Review. $ Total Fee Now Due $ Le 55
See Reverse side -*
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."
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.
Signat
Fla
3 " t er o 1 8� ,�•� �K'
The foregoing instrumen was a knowledged before me this 1h a foregoing instrument w acknowledged
cg of Pte, 209_1, by
who is personally known to me or who has produced
As identification and who did take an oath. as identifica
NOTARY PUBLIC:
OTARY PUBLIC - STATE OF FLORIDA ' '. San. ti- A. G8 ano
Co:i G 0412012
` '' Humberto Fernandez
Commission # DD618548 " '
Expires: DEC. 03, 2010 I 7 1 r j •/;
Sign: / /� .,.„ , -,; T. :� \, "G CO. INC Si_ . •
Print: ,. ! .' :111' Print:
day of A N4a14, . 20 0 ` by rt
who is personally known to me or who
produced
.My Commission Expires:
APPLICATION APPROVED BY
(Revised 07/10/07)
NO PUBLIC:
My Commission Expires:
*********** sa**e*************************************************************** * * * * * * * *es< *** * * * * * * *e * * * * * * * **
Plans Examiner
Engineer
Zoning
• • ••• • •
• •••
Florida Building Code Garage Door WpoloaddD?spo Tespures
• • • • • •
• • ••• • • • • •• • .••
The positive and negative design Sgvipdliaads forithe'ldrage opening(s) listed below are derived from the Florida
Building Code (American Society oftitlI nginper7, SET /PAGE' )2), Section 1619 for "components and cladding"
(Exposure C), 146 mph wind velocity forMiariti'Dade County •• '
•. • • • ••
• Address: Margarita Lloyd Godsk • • • , • •
120 S 105 St. • •' • • •. • • • •
Miami Shores, FL , Miami -Dade County
ton,
.E. License No. 63286
8585 Duke Blvd.
Mason, OH 45040
(513) 770 -4800
3/26/2009
Report # DPR- 090325 -C -01
: Oprovided (use greater than 10 degrees)
Garage Opening Size: 9' 0" x 7' 0"
Mean Roof Height: 15' 0"
Measured Minimum Building Dimension: 28' 0"
Measurement of Nearest Garage Door Opening to Building Corner: 2' 0"
Positive Design Load: +41 PSF Negative Design Load: -45.6 PSF
The following Clopay Building Products Company Doors meet the requirements for the stated loads:
Ideal Door Model 4RSTW8 (solid), 9'0" x 7'0 ", Approval # 05- 0316.01, Dwg # 103287, Windload Capacity: +54/ -62 PSF.
Ideal Door Model 4RSTW8 (with opt. IRL), 9'0" x 7'O ", Approval # 07 1120.06, Dwg # 103547, Windload Capacity: +48/ - 54 PSF.
The design Toads 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 2007 Florida Building Code for
windbome debris in high velocity hurricane zones.
The related calculations do not address the jambs or structural adequacy of the supporting members. The building
official is the final 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.
SUBJECT TO COMPLIANCE W11 TH ALL FEDERAL
STATE AND COI INTY RULES AND REGULATIONS
• • •••
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• • •
• • •
• • •••
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• • • • • • •
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• •
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• • • • • • • •••
BUILDING CODE COMPLIANCEVIFICH1(BCCQ) • • • •
•
PRODUCT CONTROL DIVISION • • • • • • •
•
•
•
•
NOTICE OF ACCEPTANCE �11� M • • • •
Clopay Building Products Compan : : • • • • • • • • • • • • 8585 Duke Blvd. • • . • • ••• • • .
Mason, 011 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 the BCCO and accepted by the Building Code and Product Review
Committee (BCPRC) 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 BCCO (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. BCPRC
reserves the right to revoke this acceptance, if it is determined by BCCO 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, Sheets 1 of 1, titled "Pan Door 9" W +54/ -62 psf' dated 04 /07/04 &
03/0305, with last revision on 08/2005, prepared by Clopay Building Products Company, signed and sealed by M.W.
Westerfield, PE. bearing the Miami -Dade County Product Control Approval stamp with the NOA number and appproval date
by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large & Small Missile.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved or MDPCA ", unless otherwise noted herein.
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.
LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panel under this
Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a
Miami -Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the
manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimens were selected from
coils at the manufacturer production facilities, and a notarized statement from the manufacturer that only coils with yield
strength of 39,500 psi or more shall be used to make panels for Miami Dade County under this Notice of Acceptance.
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 reqt of the Building Official.
This NOA consists of this page, evidence page as well as approval document mentioned above.
The submitted documentation was reviewed by Candice Font PE.
5/6
•
• •
••
••
•
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.buildingcodeonline.com
NOA No: 05- 0316.01
Expiration Date: September 15, 2010
Approval Date: September 15, 2005
Page 1
• • ••• .
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• • • • • ••• • • • • • • • ••l • • • • •
• lose
Clopay Building Products eq. ; •
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• • • ••. • • • • • • • • • • . • • • •
• • ... • • • •
NOTICE OF ACCEPTANCE: • • EVIDENCE PAGE
••• • • . . •• ••• ••
• • • • • • .• •
•
•• • • • • • ••• ••
A DRAWINGS
1. Drawing prepared by Clopay Building Products Company titled "Pan Door 9 "W +54/ -62
psf', Drawing No. 103288, dated 04 /07/04 & 03/03/05 with latest revision on 08/2005
Sheets 1 of 1 signed and sealed by M. W. Westerfield, PE.
B TEST
1. Test Report of Uniform Static Air Pressure Test per TAS 202, Large Missile Impact Test
per TAS 201 and Cyclic Wind Pressure Test per TAS 203, on "Specimens A, B, C, D C
24 gauge painted galvanized steel garage door, drawing # 103287 by American Test Lab,
Inc Report No. 0827.01 -04 dated 10/22/04, signed and sealed by W. F. Wescott, PE.
2. Test Report of Tensile Test per ASTM E8 on 3 samples ATLNC#0827 -01 -04 dated
11/16/04, signed and sealed by F. Grate PE.
C CALCULATIONS
1. Fastener Attachment Calculations prepared by Mark Westerfield PE, sheets 1 & 2 signed
and sealed by M. Westerfield PE on 03/03/05.
D QUALITY ASSURANCE
1, Building Code Compliance Office
E STATEMENTS
1. Letter of Code compliance prepared by Mark Westerfield, dated 03/08/05, signed and
sealed by M. W. Westerfield PE
2. Letter of No fmancial interest prepared by Mark Westerfield employed by Clopay
Building Products, dated 03/09/05 signed and sealed by M. Westerfield PE.
E -1
Can ' do F. Font PE.
Sr. Product Control Examiner
NOA No 05- 0316.01
Expiration Date: September 15, 2010
Approval Date: September 15, 2005
MONO TYPE
140)05ER TYPE
0 CENTER
DISTANCE
STEEL
BETWEEN
FASTENERS
WASHERS
NOWT?
t -90 BOCK (HD1LOW 09
MOHL CGYC
• IWBUA•2IFII00
FR9iF61EIDraEDI•diG`r00
9 - 1/2' .
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. STROOTV
MONO TYPE
140)05ER TYPE
0 CENTER
DISTANCE
STEEL
BETWEEN
FASTENERS
WASHERS
NOWT?
t -90 BOCK (HD1LOW 09
MOHL CGYC
/4' z 3' (1 -1/4' EMBED) OW TOWN (00)08 1. AT$HON (2 -1/2' MI EDGE O ,STANCE) •
9 - 1/2' .
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v 4 1 5 9 T •. •. 2 P iAi T 1�4
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_
12 -
. INCLUDED
D
C
B
A
IN ER. 504E
4
MODELS CLOPAY 94 98 H94 (24 GAUGF)
MODELS HOLMES 48 (24 GAUGE)
MODELS IDEAL 4E 4RST. H4ST (24 GAUGE) •
DO SO1F5 ATTACHED TO DOOR AIM WITH PATENTED
105 -1 -IOC SYSTEM. ALL SECTIONS NAYS (2) CANDIES AT THE'
16 AND (2) CLOCHES AT T1E WHOM OF EN. EMI NILE.
END SOLES ON 18' SECTIONS HAVE (4) CLINCHES EVENLY •
01SR0UTED /CROSS THE FACE OF ME SECTION. •
END STIES ON 21' SECTIONS HAVE (8) COWES MALT
OST08UIE0 ACROSS THE FACE OF ICE SECTON. •
MIERMED8)0 STILE ARE 811005EO WITH
__TOG -L -IOC (TOP & BOt00) AND URETHANE •
ADHSNE (FLOW CENTER). .
'SEE was TASTE F on.
A
m0 milllMllll =1111Th
ICI ICI ICI I�
711
L ree8
=oft OF RAM. YENS
(OAK ANA 80
MAX . DOOR *1111 = 0'
SNAP LATCH OMAN. •
0410 VERTICAL TRACK.
OE SNAP IAT01 ON
EACH SOE OF DOOR
WOE HOME
}1*5*0 NOLO 1000
G =B = T
A
WO( 80R '
ENCASES
TRACK ONO
0[K 1MR LOCKN0 • OF DOOR..
.07.410L102=_LOSIS 04 Mar
SEE END HGE
ATM.
SEE DETAIL"°
LOCK POANN (BOTH •
TMO Wm •
LOONNO IMO PER
58(80 121 *1 0 0
MN EADMOWN.
DOOR TOTER RN •
earn OUISOE kern •
82 L
10 � OOL OXON -
OWN OF VW
L
Lmt FOR OETMS).
SLIDE MINE ( / IMO YFRROl�1RACK ONE ENGAGES
LOOT ON EACH NE O DOOR
EACH Lmf ATTACHED 10 DOOR
MTh (2) 1/4'.3/4'
SELF-TVW 5CREWS.
,IAMB TO SUPPORTING STRUCTURE ATTACHMENT
1101:
1) ALL THE (000 FROM ICE 0500 41 0R4NS1ANWM TO 111E )RACK AND rem 1000 111E TRACK TO THE 2.8 VERTOAL op •
(GRADE 42 OR BETTER) JAMBES NO LOAD FROM THE DOOR 5 TRANSFERRED TO TM IO 1(01001 (TOP) JA48 •
2) ALL JAW 03410) 5 MAY BE (801 4401 COW
01 WOOED) TERSOOL TO PROMO A F4I14H 50)0416 SUWACE •
3) ASTEN/S E0R 51004 *50 108 00 W50NM ad 01 THE WLIRAION OF ALLOWABLE L0.405 100 2101801 AND
WOOD FRAME BUII DINGS
STUD WALLS OF 0008 6Q•W/G SNAIL BE OWED S0EW 8T NOT LESS THAN (3) 228 PRESSURE
TREATED SYP (ORAO 42 OR 800102) WOOD STUDS OF A STRESS GRADE NOT LESS DON 1200 PS •
4004 L MOW EWER MESS W SEINING (F.). STUD WALLS TO BE CONDNWUS FROM 140TP.0 To •
TE BEAMS
BLOCK WAIL OR CONCRETE
248 5YP (0 40 42 0R FETTER) MODE JAMB SHALL BE ANCHORED TO GROUT RE010RCED BLOCK WALL '
OR CONCRETE COLUMN BUICK WALL CELLS 51'4111 BE FELTED NTH COOREIE AND REINFORCED 0000
REINFORCING 1405 Fx10000 INTO THE FOOTNG AND WO TE BEAM ALL BARS SHALL BE CON0148US
FROM THE TIE BUNG 10 FOOTING PER BOCK OIL OR CONCRETE COLULRI. BLOCK WALLS AND
CONCRETE (040085 TO BE DESIGNED BY THE wow ENGINEER OR ARCHITECT OF RECORD.
S PPM•T._ T• . � ACHM
10 BE USED FOR 61051081 11 OF TRACK RRACKEIS)
3
END STILES ATTACHED TO DOOR SKIN 00TH PATENTED
TW-L -IOC SYSTEM. A4 SECTORS HAVE (2) CLINCHES T THE
T6 AND (2) CLINCHES AT THE BOTTOM OF EACH END STILE. -
END STILES ON 18' SECTIONS NAPE (4) CINCHES EVERY
Ot51R18U1E0 ACROSS 11E FADE OF iM SECTION. •
FRO STILES ON 21' SECTORS HAVE (8) CINCHES EVENLY '
015Tt®UIED 608055 THE FACE OF THE SECTION
011ERANINAR STILE ARE ATTACHED WITH
100 -1 -10C (TOP & 801104) AN0 LMEIHAVE
AOHETNE (ALONG DENIER). -
' 'SEE STILE TABLE FOR On.
A
LINN .1W1
TE
Iwo i Imo I ImI _
or wool WOW ,
(NAIL NW NA 5E DO
MINK DOOR MOTH 0' 0'
MF ELM •
2.75'
3
1'
1
75'
1-
MILL P08ITOIT )001N
WEN TWO PONT
L002040 Tan BEN •
TIM PER
TEwTflENS Or •
SWOON 12.1 O W
202 LLQO NINE 5(e•
met E8QADEVENf.
DOOR TESTED MN •
FurKNO ENTRY KM.
90I14 00 0 NERD
LO CK AND PIDDE 020E
LOCK OPTIONS 00 •
( LOCK FOR 02741984
(4) 414 5HFE1 4E121. SCREWS
(4) 1/4" 046 SELF TAPPING SCREWS
HNGj i 18 CA NIERNEOMIE HALF
mow
∎L
8)41CKEET FASTENED TO �,��
WO WIM ONE 5 /1511 -1/2
WOOD LAG SCREW PER BRACKET.
2' GAN. 51UL TRACK 0.000'
DOCK. FASTENED 10 TRACK -
BRACKETS. EACH BRACKET
011AC140 MITN ONE 1 /4'- 20,5/8' •
BOLT & 1001 50 IW0 I/O' RIVETS. •
NOPLOINEEDIBEMEN
.�, 2
41'0 0000
REV. NO
TABLE
• coop NM CUR .F4,2
STILE TABLE
DMZ RIOTN a INTERN
STILES /
3
2.25• 1
11
02
510 MOEDSG BY DOOR '
081NEER (T0 SING)
18 04. WE PAIRED STEEL MO SIRE •
EACH END SINE MEASURES 2- 5/B'.2'.
20 C0. PAINTED STEEL INTER.
STILE EACH STILE MEASURES 2'42'. •
ZONE
STEEL ODER
fa0 61 . . IEV
EACN /14.. 5�H (1 410101 / SCREWS. •
7/18' PUSF52.11 INSTALLED ON EACH ROLLIN
14 GA CALV. STEEL END HIDE •
FASTENED TO END STILES W/(4) EACH
I (4) /8' & I/O' 4 WV TAPPING %VMS.
2' 0)10)) ROLLER (1- 13/10',7/15':4 -1/41. •
ss
Markle
bate • • / •
Nona i.r.tYr:'7sy
NlieNi 104t1g Et4 :a
m B}Yda)DG
DATE:
8/2005
141. 01
ECN NO
YT
HOR20NU0 (T6) 419
(N0 LOAD FROM
FASTENER
OF FA EN 6
PS vERTICAL JAMB
2.0 YEP11Gt J24418
REVISIONS
APPVDI
MW REVISED PER M -0 COMMENTS
1
•
Unless Stated 016ervsa
TOLERANCES Ore
.0 1.031
.00 = Y 015
.000 = .005
.0000 = 11.001
Degrees = 71/2'
Unless Stated Ot9eratee
4)0055055 ARE IN NC11E5
J 0A GAO STEEL RIO BRACKET. EACH FASTENED TO W00) •
PIP NTH (3) 5/18'.1 -1/2' WOOD TAG SCREW AND TO TRACK •
*RH (0) 1 /4'- 203/4• BOLT & NT. .
1R!^K 801G008TKN
PREPARATION 01 LAMBS ITT OTHER(
2' GAV. STEEL TRACK
DOCK THIN ESS SPORTED
=t f ; 1 3a'T58' •R" ( 100
TIP. 2- 1/2'412 GA 04151 51001 'wax BRACKET. ,• ' 2 1 ' • ••
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e l a S 02)
0.4 me =soft
WA CC IMMO
Na aN a
FOP 0072 mz 0 WAND
Sox
SNP LAP
DESIGNED
MIL By A RE PRO ENGINEER � BE
SNORT ON NS ['RAYING. •
HORIZONTAL IRAT.K SUPPORT BY •
OODR INSTALLER 00 SW) REOLORIO FOR r"
NNW
DOORS t wo s' wok
DESCRIPTION
00 BRACKET
2 -1/2' s 5-3/4' z 120.4
ATTACHED MRH (2) I /4 5 3/4
80111822010008(101'
EDIBLE HORIZONTAL
80
188001010301105
••••
•
r •
• •
adItikete
3' TALL z 20 01. CALV. -
STEEL 5 -13AR. TWO O -BARS
PER SERON
EACH U ATTAINED
SCR3 (2) 5D A
AT EACH END AND
MERINO SALE
(OCARINA
•
••• .
• •
�, 1 °M` In EWLm mAam • •
•m 4/48174• Z ®H
• • • • •
• • ••••
•• •
14 GA CAIN STEEL •• ••
END MOE. EACH
FASTENED 1050) . •
Sr SEWS 4) 14KS/8' .•••
31491 SELF .•
•
••••••
•
•
••
• •
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••
•
• a
•
13 GA GA1.Y. STEEL BOTTOM BRACKET (2- 3 /4'z4). •
ATTACHED LOH (2) 974:5/41 SHEET METAL SCREWS
AWMIFWM ECRU= 4 & VNMYL WEATHERSTRIP. .
A10011t4 ATTACHED 10 SECTOR WITH 48 , 1/2'
SELF TAPPING SCREWS T 21 -1/2' 0.C. MAX. •
40)001 ENGINEER: MARK ME51EREELD. P.0.
FLORIDA PE. 948695. NC P.E. 42 0055 TEXAS P.E. 401513 •
DESIGN LOADS: +54.0 PSF -62.0 PSF. •
PART NO.: N/A
Duke 5
Clnpay
8585 57W-41 8 RAHNu
8 H 504 rd CL DPAY VINO US4 `W 8
Tox. ND. O 51& 4 770 -4800
2802'09 Products DDM 1108 ND. 5)3 -1 /0 -4853
DESCRIPTION: PAN DOOR 9'00 +54/ -62 PSF
DRAWN BY: DATE: 04 /07/04 SCALE: N/A
CHECKED BY: SH DATE: 03 /03/05 SHEET 1 OF 1
DWG NO.: 103287 VER. M0
DWG.
SIZE
D
•
•
•
•
•
• •
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•••
•
•
•••
• • •
•
B
•
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