WS-10-1059Inspection Number: INSP- 147937 Permit Number: WS -6 -10 -1059
Scheduled Inspection Date: July 08, 2010
Inspector: Bruhn, Norman
Owner: MALANYAON, RAMON
Job Address: 35 NW 91 Street
Project: <NONE>
Miami Shores, FL
Contractor: ALL AMERICAN DOORS, INC / ALL AMERICAN GARAGE DO'
Building Department Comments
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number
Parcel Number 1131010000170
Phone: 305 -885 -8088
REPLACE 1 GARAGE DOOR
passe2W7
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
et-
July 07, 2010
For Inspections please call: (305)762 - 4949
Page 16 of 19
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
35 NE 91 Street
Miami Shores, FL 33138-
1132060130100
Block: Lot:
GAINDIA & MANUEL CONCEPCI
Owner Information
Contractor(s) Phone Cell Phone
ALL AMERICAN DOORS, INC / ALL Al l 305- 885 -8088 (954)646 -6133
Fees Due
CCF
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$0.60
$0.20
$110.00
$3.00
$0.80
$114.60
Building Department Copy
Address
Parcel Number
Authorized Signature: Owner / Applicant / Contractor / Agent
Phone
Type of Work: GARAGE DOOR
No of Openings: 1
Additional Info: DOOR
Classification: Residential
Scanning: 1
Pay Date Pay Type Amt Paid Amt Due
Invoice # WS -6 -10 -38158
06/17/2010 Check #: 13874 $ 64.60 $ 50.00
06/10/2010 Check #: 13872 $ 50.00 $ 0.00
Applicant
Cell
GAINDIA & MANUEL CONCEPCION
35 NE 91 Street
MIAMI SHORES FL 33138 -2807
(305)758 -2313
1
Date
Available Inspections:
Inspection Type:
1
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.
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
June 17, 2010
June 17, 2010 1
BUILDING
PERMIT APPLICATION
FBC 20
Email
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
Job Address (where the work is being done) /
/ l
Contractor's Company Name 41f Am&/lJ/ e 0 [_5
Contractor's Address 8/ A)& 9s 5i
JUN - I 2010
Permit No V 4 n (T i
Master Permit No.
Permit Type: BUILDING ROOFIN " /
Owner's Name (Fee Simple Titleholder) /f' 1 imi,v4 Q' 4 / ' Phone # (305) 7-5 - 67 7'4
-- "c Owner's Address '35 t W Street
-A City 1 1)Ait'fi S 'WJe5 State FL Zip 3 - a254
Tenant/Lessee Name Phone #
City Miami Shores Village County Miami -Dade Zip S //
.—a FOLIO / PARCEL # i ( COO
Is Building Historically Designated YES NO Flood Zone
Phone # - 80e
City M D) lit', State p Zip f. ,/ e � 6
Qualifier Name t 3 r /C) /2�—i J Phone # 3 k1 G-0 &0 7 C�
State Certificate or Registration No. - Certificate of Competency No. 00 0 0 / Z �)
Contact Phone 30 4-- 58-4 & 6 E -mail
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ So ADO Square / Linear Footage Of Work:
Type of Work: ['Addition ['Alteration ['New Repair/Replace [' Demolition
Describe Work:
r f_
Submittal Fee $ C CO Permit Fee $ 110 4 CCF $ 0-(a0 coicc $
Notary $ Training/Education Fee $ O' Cq 6 Technology Fee $ O' t)
Scanning $ 6'00 Radon $ DPBR $ Bond $
Double Fee $ Violation date: /, f
Structural Review. $ Total Fee Now Due $ (00
See Reverse side -+
Bonding Company's Name (if applicable) f,�' ,,✓
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.
er or ' gent
The for oing instrument was acknowledged before me thi
day of
who
i enrificahon an who Id take an oath.
NOTARY PUBLI
APPROVED BY
Sign:
Print: 1V';' ARY PUBLIC - STATE OF FLORIDA
haul R Martinez,
My C°mInisis z Ltission #DD732653
Expires: NOV. 26, 2011
BONDED THRU ATLANTIC BONDING CO., INC.
(Revised 07 /IO /O7XRevised 06/10/2009)
20 by 120M 0 / Th / 1-i'i A ®a)
Plans Examiner
Engineer
Signature `---J
Contractor
The foregoing ins � ent was acknowledged befof a me this
by 20/ /5 �
day of
o is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC STATE OF FLORIDA
Raul P. Martinez
Commisslg, i . : mission #DD732653
xpires: NOV. 26, 2011
BONDIN o THRU ATLANTIC BONDING CO, INC.
do *aB*de4r** **4e**4r ****4z,* *******4e9r9r*:tr9 *** k9r*aF9r9t+Y9rdt9t*** ** k9toY4roY3r******** kde4e4e**** *9e*** ****3r3:: Y9e*****8e9e9eaYnY9e****** * ****
Zoning
Clerk checked
Florida Building Code Garage Door Windload Design Pressures Report # DPR- 100601 -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 -05), Section 1619 for "components and cladding"
(Exposure C), 146 mph wind velocity for Miami -Dade County.
Address: Malanyaon Ramon
35 NW 91 ST
Miami Shores, FL 33150, Miami -Dade County
Garage Opening Size: 9' 0" x 7' 0"
Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees)
Measured Minimum Building Dimension: 38' 0"
Measurement of Nearest Garage Door Opening to Building Corner: 1' 9"
Positive Design Load: +41 PSF Negative Design Load: -46.3 PSF
The following Clopay Building Products Company Doors meet the requirements for the stated loads:
Clopay Model 4300 /4301/4310/4400 /4401 /HDG /HDGLW8, 9'0" x 7'0 ", Approval # 07- 0807.14, 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 2007 Florida Building Code for
windborne 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.
6/1/2010
Sco
Flo ' , . Llcel LC 32
8585 Die'Ivc
Mason, 64 450
(513) 770 -4800
PERMIT #:
Miami Shores Vile -qe
APPROVED
ZONING DEPT
BLDG DEPT
BY
STATE AND Cr.UN PULES AND ° F ' ' -'
DATE
Pio
SUBJECT CO CCMPI.IANCE WITH ALL FF:DE
MIAM aDiADE
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
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.miamidade.gov/buldinecode
NOTICE OF ACCEPTANCE (NOA)
Clopay Budding 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 m7terial 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 1 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 Nigh Velocity Hurricane Zone.
DESCRIPTION: 2" EPS Insulated Garage Door with Impact Resistant Lites to 9'0" Wide.
APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310 /67/HDGL,
4400/01, H Models, ", dated 11/19/96, sheet 1 of 1, prepared by Clopay Building Products Company, signed
and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control Approval 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 a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", 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.
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 he provided to the user by the manufacturer or its
distributors and shall be available for inspection it the job site at the request of the Building Official.
This NOA 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.
NOA No 07- 0807.14
Expiration Date: September 20, 2012
Approval Date: September 20, 20017
Page 1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/H D
GL, 4400/01, H
Models, ", dated 11/19/96, sheet 1 of 1, 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,
2) Large Missile Impact Test, per FBC TAS 201,
3) Cyclic Wind Pressure Test, Loading per FBC TAS 203,
Along with marked -up drawings, prepared by American Test Lab, Inc., Test Report
No. ATLNC 0823.01 -06, dated 12/18/06, signed and sealed by David W. Johnson,
P.E.
C. CALCULATIONS
1. Anchoring calculations, dated July 30, 2007, signed and sealed by Scott Hamilton,
P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Tensile Test, per ASTM E8, Reports No. HETI- 06 -T604 /605 /606; prepared by
Hurricane Engineering & Testing, Inc., dated 09/22/06, signed and sealed by Rafael E.
Droz -Seda, P.E.
2. Corrosion Resistance Salt Spray Test, per ASTM B117, Report No. 30160 -04- 63365,
prepared by Stork Twin City Testing Corporation, dated 01/26/05, signed by John D.
Lee, P.E.
3. Ignition Properties of Plastics Test, per ASTM D1929, Report No. 3082959 -500,
prepared by Intertek Testing Services NA, Inc., dated 09/16/05, signed by Anthony
Penaloza.
4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960 -500, dated
10/04/05 and Report No. 3094867SAT -001, dated 04/13/06, prepared by Intertek
Testing Services, NA, Inc., signed by Javier Trevino and Anthony Penaloza.
F. STATEMENTS
1. Statement of code conformance, dated July 31, 2007, signed and sealed by Scott
Hamilton, P.E.
2. Statement of no financial interest, dated July 31, 2007, signed and sealed b Scott
Hamilton, P.E.
E -1
4:00 le-0
Car M. Utrera, P.E.
Product Control Examiner
NOA No 07-0807.14
Expiration Date: September 20, 2012
Approval Date: September 20, 2007
DOOR
VIVA
-
MAOOIM •
ON CENTER
EN
FASTENERS
di
C-BO BLAC8 1040W OR
4/4 3" (4 -4/4" EMBED) 158 TAPcON CONCRETE ANCHOR (2-1/2" MIN. EDGE D45iANCE)
1' OA.
• Pi�f711QSi® di? FU` )�LE.;�ze'::Ig..1; ^. •!'I ®F3iS4 3 -
..�� - .T - ' T '' Iii -a Fl• .1Ni ®L7 ..116,,, Rtu....05 *'Li_i1. !SMJ'.Li_H . •"TY IIt!•�. .•..�'�
4
. 0 .
4
WOOD - ]?: L� )/'3irlSi(m + "'�(_[ Ifeiri]C� i'.7 �L 3 ♦
- ..,•: 3f-Ed4C rEIML9' WISM i i T'!•T 0GE DI5T ..A
.
OD
DOOR
VIVA
kid
- :I;' TH'1��
k . kMi lMi`?3ti 11 11.
°s°vas
Illit 1
i
mMY2.32if
+ I
24 GA. IAN. EXTERIOR SKIN( SNORT RAISED PANEL
4401. H401
8 Q:1i1:rd81
l -2iELENF31I
ri'3i416)i!sLEIFi:1rOS
( l.'1Mi.
0v
27 GA. MIN. FXTEPoOR 5K*; FLUSH PANE.
real
I7DIWIKA
EDIEWi
ii19.
UDWAIDDIIIW MB
.4
CYAN=
i;EiiTA
LICEd[)Ji=MdEDOE.)i
'SMFl:
t "Niter
if1C:,,T1:YFII►.Lir
FZ18F1STAIDDRIE
•
LRTW
.4 4
INSTALLER
800EL
RE42L
MODEL
DESCRIPTION
4300. H300
HOG. BB
27 GA MIN. EXTERIOR SOX SHORT RA)E0 PANEL
4400, 44450
N/A
24 GA. IAN. EXTERIOR SKIN( SNORT RAISED PANEL
4401. H401
N/A
24 GA. MN. EXTERIOR 5KOO FLUSH PANEL
4301, 0301
N
27 GA. MIN. FXTEPoOR 5K*; FLUSH PANE.
4310 H310
HOGL 67
27 GA MIN. (5101058 5KOK ASIDE RASED PANEL
CI OPAY MODELS 4300. 4301 4310. 4400 4401. HOG. HDGL
CLOPAY MODELS H400 H401 H300 11301 H310
HOLMES MODELS 66. 67. 66
1 MAx ®fl' WD7H ° B' -0"
SM•P IA104 DNS
2010 VERRUL TRACK
ORE BOP W001 ON
TKM SCE OF 0004
2" . Y . 0.038 TOR GALVANIZED STEEL GAGNER P4A
®DOOR 9(414 WITH PATENTED 700 -L -L041 57540 (NOT
OUTSIDE). REBVFORCENENT PLATES ARE LOCATED AT 111E
EACH SECTOR AT EACH HINGE LOCATION.
--� "A ® OPTIONAL: ONE OF INPACI R2464W(
OIALUO IN TOP seems (BURN)
Da 0E0T- T0-T7E TOP SECTION NOT
MAR CLAIM SZE 11 10 - 1/2 T1'.
SAVO IS INJECTION 101065 GE 0EKAN
8x24721. AN APPROVED C52 PLASTIC I
ACCORDANCE 0TH' GONSIC 2508.
SEE SECIOI( 8 -0 FOR AS504DX URALS
122/22..1101212:21
0058 HA 0E
5 -3/4•1 I^ 2 -1/4• (MIN
4r5/6. SHEET METAL
I
JAMB CONFIGURATION
208 WOOD 44480 r,,r .t
►Y�b
7 -I /2'
4) 1/4453/4" ELF
VIER
12 04 G4LY. STEEL
TRACK BRACKET
FASTENED TO WOOD JAMB
81711 ONE S /18'41 -1/2"
WOOD 440 SCREW PER
BRACKET.
2" GALV. STEEL TRACK
FASTENED TO TRACK
BRACKETS. EACH BRACKET
ATTACHED WITH ONE
1 /4 BOLT & NUT Qa
TNO 1/4" RNE78
VIFW "B"
IRK.. ON
SACK SSE
OF DOOR.
ATTACKED TO
U E
FROM
)P AND BOTTOM
4DCK AMNON (BOTH SUES). SEE
LAYOUT OF EA01 LOCK FOR DETAILS.
TABLE 1
DOOR HEIGHT
NUMB
OF
SECTIONS
kL"NEA3E➢M1•
io
Tacna A6 Veda P 00 5®4
•
100
LOCK DI
DBL *CD CPS FA OMR.
FO2LT 27 CA WIG' LOUR.)
Ex4EROR STEU UK (K0.
WELD S
DRAMA) m DALTIT) STD
0-40 WI. OAW. BAKED -ON
004165140 030 18D BOTH
3019 OF STEEL Dot
7 -1/2' aO AND
STOP MOUIDWO BY DOOR *STALER (TO SUIT).
18 GA GALVANIZED STEED. END 518E (ATTACHED WITH ONE
FACTORY OLSTALLEO 18 - 18 N 1/2" WAFER -HEAD SCREW AND
®FURTHER SECURED UPON INSTALLATION 18744 MICE SCREWS. •
EON. 18 GA SALV. STEEL MR. HOLE
FASTENED TD ENTERER SKIN/BACKER PATE NOW
(4) 11440/8" SHEET METAL SCREWS.
7 /I4" ROAD 4445007 B 640TALLF0 ON G01 ROLLER SHAFT.
14 00. GAV. STEEL END 64413E FASTENED 10 END STILES 6/14) FACED
1198 /0" SHEET METAL 45601)5 O (4) 4/4" 5E4F TAPP00 SCREWS.
2 10 &10. 5IDI ROVER (1 - 3/18 . 1.7/113 . 1141 6811
5IEE1 OR NYL10N TIRE
® SECTION B -B
j^ EOa b'
QETB0. -0: MUL1PIR70$
^. 1101 80(0 TAPE.
07116118. DECORATIVE �O ECORAM
8YAP -01 KURT. ` \ FACADE
IMPACT RESISTANT
ONE -PIECE 74.551100
GAM OE LOAN
11 3011 FRONT
FAKE D GLAM.
POLISTYRENE RETAINER
• FASTENED TO MARE WM
(10 B t 3 4' PAN HEAD
TABLE 2
SECTION A=A
2' THICK -I
/
OE 850400OAC STRUCTURAL
SILICONE SEALANT.
8 44 8 0 5 1 11 00 06 5 8 8 7 00 46 0
FPDNT AND ACT( SRN OF DOOR.
190' ROCK
E VINCED
FINAI MORMON AND
TO MTh DOEROR AD
MERITS 0( M Fold
IO
80.048 DIY PREMIER
0. PC. OR FALCON
MAIL
(2) 12 044 ALV. RIES. TOP
ROLLER 8-3/8.). � ( O 2-11/2 • • MON BTTA6RDD W/ 4) 9449/8" 44020
N ETAL
14 OA. GN.V. ROLLED 480E.
EACH IDLE FASTENED TO ETD
810ES 019 (6) 91401/0'
ME METAL AD ( ♦)
1/43/4 SELF 7041100
SCREWS. SEE VIEW "9".
3' TALL • 20 GA GAIN. 5TEE1.
U - 1300. TWO U -BARS PER
SECTION. FAD4 U -BAR
ATTACHED NOR 7/4 SELF
TAPPNC SCREWS. (2) SCREWS
AT EACH END AND INT001E0.
5TBE LOCATION.
27 QA (0018" 1404) TERROR STEEL
688 GALOY) WITH 0-40
AWL DAMO-ON PROM AND 0880 -T POLYESTER PADDED TOP
001T 4074 0 TO ROM SIDES OF
STEEL S.M.
13 GA. OVA. WED- 804704 8RMBEI,
ATTACHED W1M (2) 11405/8' PRET IGT4.
A4UMWUM EXTDN5N R VMTL 8EATHERSTOP.
DESIGN LOADS: +48.0 PSF
OESGN 0040 A:
SC07T HAM).TON. 7,E.
FLORDA PP. NP. 83288
1
TRACK CONFIGURATION NDRI TRACK U
SPPORT 1
DOOR IN 2486 5 (10 1 8?
CURER TONG ROUSED FOR
DOORS OVER 8' MIL
VERTICAL TRACK ATTACHED TO RAO BRACKET
WIN ( 3 / 8 " 3 / 2 " CARRIAGE SOL1.
13 OA UAW. 815446 FINS BRACKET. NCR FASTENED 10
WOOD ANS WITH (3) 3/1811 - 4/2" w0D LAG SCREas
VERTICAL t 1) / / A1f . 0 040 TRACK SOLT&
2' CALM. STEEL TRAGIC,
TRACK THICKNESS: 0.080 ".
RP. 2- 1/2 444 OAV. STEEL TRACK BRACKET.
(4 14404 BRACKETS PER S'TE (4P TO S' 84211). MA 1R
( MACK 0R1CHE15 PER SIDE (UP 10' H).
(B TRACK BRACKETS POI soy (LP TO 42 4004.
JAMB"TO SUPPORTING STRUCTURE ATTACHMENT
N4ffi THE LOAD FRO11 THE DOOR 13 TRANSFERRED TO THE TRACK AND THEN FROM TALE TRAIN TO THE 208
VERTICAL 5YP (CODE /2 OR SETTER) JAMBS. NO LOAD FROM THE 0008 B TRANSFERRED TO THE
HORIZONTAL (TOP) JAMB
2. ALL JAMB FASTENERS MAY BE (BAT ARE NOT REQUIRED 70 8E) COUNTERSUNK TO 490110E A FLUSH
MOUNTING SURFACE.
3. A 1/3 STRESS INCREASE FOR WIND LOAD WAS 104E USED IN THE CALCULATOR OF ALLOWABLE LOADS FOR
ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY. •
WOOD FRAME BUILDINGS
STUD WALLS OF DOOR OPENING SHALL BE FRAME0 SOLD 8/ NOT LESS THAN (3) 238 PRESSURE TREATED SYP
(GRADE 0 OR BETTER) 0300 574455 OF A STRESS GRADE NOT LESS THAN 1200 PSI N010NAL41REME F18ER
STRESS * 8ENIGRO (F.). STUD WALLS TO BE CONGRUOUS FROM FOOTING TO TIE BEAMS.
2
BLOCK D 2 OR
08 BETTER) G WOO D 40043 SHALL 8E ANCHORED To GROW REDWORCED BLACK WALL OR
CO14CRE10 COLUMN. BLOCK WALL CELLS SHALL 00 FILLED WITH CONCRETE AND REINFORCED WITH REO4FORCOD
BARS EX1ENO773 INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL 05 CONTINUOUS FROM 7ME TIE
BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO 8E-
DE515NFD 87 THE BUIUSNO ENGINEER OR ARCHITECT OF RECORD.
T 10 BE USED FOR ATTACMf0NT OF TRACK
MAX. 0.5.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
.031 Al 0040 0007 • 000 W. 1000 7200. Ufa
3 4/200
4 /34/}004
OKOA006 N/3 MAT 0a04m7m
=TM% Syre OP Nu moo Po wax.
AR: omt Rson..4:AgTM1Ee(im
xD..IT ' CO03
DOW 0
•
MAO
1
)xyil
BY
PREPARATION OF JAMBS BY OTHER
&DIE: THE DESIGN OF THE SUPPORTOD STRUCTURAL ELEMENTS 510441
BE THE RE5PON518RIIY OF THE PRDFE590NAL OF RECORD FOR THE
BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BL01040
CODES FOR THE LOADS LISTED ON THIS DRAWING.
HORIZONTAL (TOP) JAMB
(100 LOAD 4009 0008)
• - REST 844408/ SCREW DARTING FROM BOOM AT ND LORE THAN HALF OF OMAN ON CENTER OBTAACE.
HONEST ANCHOR /SCREW *STALLED AT LEAST AS HGH AS 1NE DOOR 0407(0 HEIGHT.
0 PSF.
47_
C lopay
Building Products
Company
CLOPAT SOLOING PRODUCTS COWART °¢ N/A
8985 DUKE BLVD. 11/19/48
s5i» 774/2
lama
HM/NWL. 84/88. 4380/84.
431077/M41, 4400/01 H MODS
H 101701 I 4