WS-09-2022 Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: I NSP- 144917 Permit Number: WS -12-09 -2022
Scheduled Inspection Date: June 02, 2010 Permit Type: Windows /Shutters
Inspector: Bruhn, Norman
Inspection Type: Final
Owner: CARINO, SALVATORE Work Classification: Door Replacement
Job Address: 290 NE 93 Street
Miami Shores, FL Phone Number
Parcel Number 1132060133480
Project: <NONE>
Contractor: ADCO OVERHEAD GARAGE DOOR IN
Building Department Comments
GARAGE DOOR REPLACEMENT
Inspector Comments
Passed �&
r
Failed
�
Correction I
❑
Needed 1 ,
Re- Inspection
Fe
e
No Additional Inspections can be scheduled until
re- inspection fee is paid.
June 01, 2010 For Inspections please call: (305)762 -4949 Page 18 of 18
Miami Shores Village ` f=
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 - 2204,
3
� Expiration: 71201
Project Address Parcel Number Applicant
290 93 Street 1132060133480
Miami Shores, FL Block: Lot: SALVATORE CARINO
Owner Information Address Phone Cell
SALVATORE CARINO 290 93 Street
MIAMI SHORES FL 33138 -2827
Contractor(s) Phone Cell Phone Valuation: $ 1,300.00
ADCO OVERHEAD GARAGE DOOR IN
Total Sq Feet: 0
Type of Work: GARAGE DOOR For Inspections please call:
No of Openings: 1
(305)762 -4949
Additional Info: IMPACT Available inspections:
Classification: Residential Inspection Type:
Fees Due Amount Invoice # Total Amt Paid Amt Due
CCF $ WS -12 -09 -36603 $ 122.20 $ 50.00 ¢
Education Surcharge $0.40 z
Permit Fee $110.00 WS - 09 - 36603 $ 122.20 $ 122.20 $ 0.00
Scanning Fee $9.00
Submittal Fee $50.00
Submittal Reversal Fee ($50.00)
Technology Fee $1.60
Total: $122.20
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.
December 14, 2009
Authorized Signature: Owner / Applicant / Contractor / Agent Date
Building Department Copy
December 14, 2009 1
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DO NOT FORWARD
ADCO OVERHEAD GARAGE DOOR INC
HUMBERTO FERNANDEZ PRES
7577 NW 50 ST
MIAMI FL 33166
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ADCO OVERHEAD GARAGE DOOR INC
HUMBERTO FERNANDEZ PRES
?;:��1 x P1 7577 NW 50 ST
MIAMI FL 33166
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TO'd xyl MUM JR xa9o:zo to/o?/co
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Miami Shores Village
Building De
g artment p
100510 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: 305 795.22,04 Fax: 305 75
Tel: ( 305) ( 6.8972
I I�
BUILDING �"
Permit No.
PERMIT APPLICATION Master Permit No.
FBC 200
1
Permit'Fyper
I II
'I
Owner's Name (Fee Simple Titleholder) �{ Ly CAej y -,-o Phone#
Owner's Address O 1\1 "ED S
City S1�t(C.ES State Zip -331 38
Tenant/Lessee Name Phone #
E -MAIL: e i he innr L� coL-n
Job Address (where the work is being done) .` $ 9 E
City Miami Shores Village County Miami -Dade Zip 33 ! Z
FOLIO / PARCEL # 1 " a - 0
Cxv 3
3 3�F v I,II
Is Building Historically Designated YES NO
Contractor's Company Name "s C,c�) 1J (�
P Y V one O t3
Contractor's Address .
City State Zip __
Qualifier Name 1•t..� Phon #
State Certificate or Registration No. Certificate of Competency No.
E -MAIL: ADCo YAM,6 GnrY/
Architect/Engineer's Name (if applicable) Phone #
�i
Value of Work For this Permit $ , t� Square/ Linear Footage Of Work:
Type of Work: E❑Addition ❑Alteration iew Repair /Replace ❑ Demolition
Describe Work: DI.Ael= WfjbQF_ G8gA�j& D06 1,
II
y � - �� �
Submittal Fee $ —'Vu' yu Permit FeO $ 11 + CCF $ 1 CO /CC
Notary $ . Training /Educatiof Fee $ Technology Fee . $ 1
-: .. gY
Scanning Radon $ DPBR $ Zoning $
Bond $ Code Enforcement ro $ Double Fee $
Structural Review. $ Total_Fm Now Due $
See Reverse side -�
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lenders 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 [ .certify`tMt Ark or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the stan&a.. ,"off - laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELEe -TRWAL 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 O$TAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEM'ENT."
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 permit is issued In the absence of such posted notice, the
inspection will not be ap ved and a nspe Lion fee will be charged
Signature Signa
Owner Agent on for f A
The foregoing. instrument was acknowledged before me this The foregoing instrument w acknowl dged before me this
day of /1 a 1' , 20 p_, by < ShU k) day of , 2� , by T ,
_who is personally known to me or who has produced T 4—A-11 who i 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: T�� DA uErz' � -� � NOTARY PUBLIC:
650- 38a. 351 - o�
e�P• �o• 31. 2orz.
Sign
Sig •
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Print: �'ISZ� Print:
A on #DD8 1
My Commis ii t ?mission #DD61$548 My Commission Ex ;. Exp1m: AUG. 04, 2017
c'y ;� 03 201
R, , �VL �ti3tiA�i 'ib��y1P14.'�x &xxx9ex4:et� &xY daxicxxxaY sk �'eYxa°YxeY 9exxdexY eYdcxeYxYx��+o':l�+P.,a"S�SY .ex �x drx Ye Y4ea�
dcxrxx 'xxxxeY'
APPLICATION APPROVED BY: /� Plans ExaEniner
Engineer
Zoning
(R&ised•02 /0.8/06)
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M,ai7 Shores
APPI[POVED BY
ZONING DEPT
RI_ Dr; DEPT"
S ",;EJECT TO COMPLIANCE WITH ALL FEDERAL
TATE AND COUNTY RULES AND REGULATIONS
0
WORST CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR mc
146 MPH, EXPOSURE C BU LUNG :
DADE CO. FLORIDA
a CMYpwW
2007 FLORIDA BUILDING CODE (ASCE7)
THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE
FOLLOWING ASSUMPTIONS: : "• 0000••
1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE:i V 0• • •
0000•• • •• 0000•
ACCORDING TO ASCE7 CALCULATION METHODS. V •
•
2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE. ' • • '
0000•• 0000••
3) STANDARD APPLICATION (IMPORTANCE FACTOR = 1.00) 0000 0000 • '
NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT ' �••••• •••••
REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION. 0000•• •• 0 " "'
THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWEP6• • 00 • ••••••
•
NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. 0000•• • '
•
NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE: • • 00 00 0.00.0
NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SICE X00 0000 :0900:
INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE •• ' 0 00 0 0 0
THE SAME DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL 0000
CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN PRESSURE.
WORST CASE DESIGN PRESSURES (PSF)
MEAN ROOF HEIGHT
UP 5' 16' 17' 18' 19' 20'
8 41.3 - 1. +41.8 -52.5 +42.3 -53.1 +42.8 -53.7 +43.3 -54.3 +43.7 -54.9
N 8'x8' +40.9, -51.1 +41.4 -51.7 +41.9 -52.3 +42.4 -52.9 +42.8 -53.5 +43.3 -54.1
V3 9'x7' +41.0 -51.2 +41.4 -51.8 +41.9 -52.4 +42.4 -53.0 +42.9 -53.6 +43.4 -54.2
0 9'x8' +40.6, -50.4 +41.0 -50.9 +41.5 -51.5 +42.0 -52.1 +42.5 -52.7 +42.9 -53.3
z 16'x7' +39.2 -47.7 +39.7 -48.2 +40.1 -48.8 +40.6 -49.4 +41.1 -49.9 +41.5 -50.5
Lu a 16'x8' +38.8 -46.9 +39.3 -47.4 +39.7 -48.0 +40.2 -48.5 +40.6 -49.1 +41.1 -49.6
0 18'x7' +38.9, -47.0 +39.3 -47.5 +39.8 -48.1 +40.2 -48.6 +40.7 -49.2 +41.1 -49.7
18'x8' +38.5, -46.2 +38.9, -46.7 +39.4, -47.3 +39.8, -47.8 +40.3, -48.3 +40.7, -48.9
WORST CASE DESIGN PRESSURES (PSF)
MEAN ROOF HEIGHT
21' 22' 23' 24' 25'
8'x7' +44.1 -55.4 +44.5 -55.9 +44.9, -56.4 +45.3 -56.9 +45.7 -57.4
N 8'x8' +43.7 -54.6 +44.1 -55.0 +44.5 -55.5 +44.9 -56.0 +45.2 -56.5
55 9'x7' +43.8 -54.7 +44.1 -55.1 +44.5 -55.6 +44.9 -56.1 +45.3 -56.6
0 9 +43.3 -53.8 +43.7 -54.3 +44.1 -54.7 +44.5 -55.2 +44.8 -55.7
z 16'x7' +41.9 -50.9 +42.3 +42.6 +43.0 -52.3 +43.4 -52.7
Lu a 16'x8' +41.5 -50.1 +41.$ -50.5 +42.2 -51.0 +42.6 -51.4 +42.9 -51.8
O 18'x7' +41.5 -50.2 +41.9 -50.6 +42.2 -51.1 +42.6 -51.5 +43.0 -51.9
18'x8' +41.1, -49.3 +41.4, -49.8 +41.8, -50.2 +42.2, -50.6 +42.5, -51.1
THIS CALCU TION SHEET IS ONLY VALID FOR THE
FOLLOWO MG RANDS: CLOPAY, IDEAL, AND HOLMES.
r L- TZ -' -
Scott a itto P.E.
.. 5 DUKE BLVD.
MASON, OHIO 45040
(513) 770 -4800
FLORIDA P.E. No. 63286
8/3/2009
File: DADE CO WORST CASE R00 [Sheetl]
MIAMI -DAD
• MIANII -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUR DING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (30V 372 - §339
NOTICE OF ACCEPTANCE (NOA) www.m�iamidade- $[�v/buld'uRe - • • • ; •
Clopay Building Products Company : •' • ' • •
8585 Duke Boulevard " "" • • • • • • • •
Mason, 01145040
8888.. 8888..
SCOPE: This NOA is being issued under the applicable rules and regulations governing the us01XC� pstructid'1� • • •' . •... •
materials. The documentation submitted has been reviewed by Miami -Dade County Product Co nhl a44 . 8 4 : 0 0 0
accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other &W where allpVA
by the Authority Having Jurisdiction (AHJ). 00060*
• •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prof ucrCQntrol DiyW%1
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to,have this pzgdutt
or material tested for uali assurance purposes. If this product or material fails to perform in thC
q ty P� Pr Pe �geep�ed mapner. the • •
manufacturer will incur the expense of such testing and the A14J may immediately revoke, modify, or suspend ftwUv'
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: Single -Car Steel Pan Garage Door with Impact Lites
APPROVAL DOCUMENT: Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites ", dated
10123 /06, with last revision dated 11/14/07, 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 Revision 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.
LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels 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 Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four rimes a
year, the manufacturer shall mail to this office: a copy of the test reports with confirmation that the specimen were
selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only
coils with yield strength of 30,600 psi or more shall be used to make door panels for 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 request of the Building Official.
This NOA revises NOA # 06- 1107.02 and consists of this page 1, 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- 1120.06
Expiration Date: February 21.2012
?� '9 Approval Date: January 3, 2008
Page 1
Clopay Bulldine Products ComAano
NOTICE OF ACCEPTANCE: EVIDENCE SUBM=D
A. DRAWINGS
1. Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites ", Utpit.
10/23 /06, with last revision dated 11/14/07, sheet 1 of 1, prepared by C1ppay$uildi4 •
Products Company, signed and sealed by Scott Hamilton, P.E. ' ° . ` • • • •
B. TESTS
1. Test report on Accelerated Weathering Using Xenon Arc Light Apparats% WASTM &.135, • • • • • •
Test Report No. BETI- 06 -A002, prepared by Hurricane Engineeri v& AV Testing, • dnc, • • � • • •
dated 11/08/06, signed and sealed by Rafael E. Droz -Seda, P.E. • • • • • • • • •
2. Tensile Test on GE Lexan SLX2432T, per ASTM D 638 and ASTM E & *TsM Reports *No.
HETI- 06 -T566 and HETI406-T634, prepared by Hurricane Engineering and Testing. * "ffi;.,
dated 07/14/06 and 11/08/06, signed and sealed by Rafael E. Droz - Seda „P.W. ' "' : • • • •
3. Test report on Self - Ignition Temperature (ASTM D 1929), Rate of Burn°CASTM D %361 end •
Smoke Density (ASTM D 2843), Test Report No. ETC -06- 102417496.0, dated 031:1706,
signed and sealed by Joseph L. Doldan, P.E.
(Evidence Submitted under NOA # 06-1107.02)
4. 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 Loading per FBC, TAS 203
along with marked -up drawings and installation diagram of Clopay 9'x 8' 24 ga. Steel Door,
Model 94W8, prepared by American Testing Lab, Inc., Test Report No. ATLNC 1008.01 -07,
dated 11/05/07, signed and sealed by David W. Johnson, P.E.
C. CALCULATIONS
1. Anchoring calculations prepared by Clopay Building Products Company, dated 10/24/06,
signed and sealed by Scott Hamiton, P.E.
(Evidence Submitted under NOA # 06- 1107.02)
D. MATERIAL CERTIFICATIONS
1. Tensile tests on Painted Embossed Steel, per ASTM E 8, Test Reports No. HETI- 06 -T596,
T597 and T598, dated 08/24/06, signed by Rafael E. Droz -Seda, P.E.
2. Salt Spray Exposure Test Report No. 30160-04- 63365, prepared by Stork Twin City
Testing Corporation, dated 01/26/05, signed by John D. Lee, P.E.
E. STATEMENTS
1. Code Compliance letter issued by Clopay Building Products Company, dated 12113106, signed
and sealed by Scott Hamilton, P.E.
2. No interest letter issued by Clopay Building Products Company, dated 10/26106, signed and
sealed by Scott Hamilton, P.E.
(Evidence Submitted under NOA # 06- 1107.02)
Carlos M. Utrera, P.E.
F'r oduct Control Examiner
NOA No 07- 1120.06
Expiration Date: February 21, 2012
Approval Date: January 3, 2008
E -1
4 3 2 1
CLOPAY MODEL 84A, 94, 98, H94
IDEAL MODELS 4RST, H4ST, 4F END sTw ES ATM^o"E° ro DOOR NOI WITH PATEMIED TOG -L -LOC SYSTEM. END STUB
HAVE (2) TOD -L -tAC CLWCH6 AT TOP AND (2) AT 80TIOW ALONG THE FRONT FACE: SECTION B -B of ox T2/oT YW.7WURPOSE HqH BOND' WA VHS; FACADE 1S OPTIONAL
HO AA C MODELS S ; 48 21 SECTIONS HAVE ((8) 4) TOB-L -IOC n1NCHES: ® /
02 11 14 7 REJXNED MOM FROM EN
S SCRm O STRE.
te• SECTIONS HAVE ( TOO -L -IOC CLINCFOS. P.TML D
TRACK CONFIGURATION HORIZONTAL TRACK SUPPORT
(1) GafFi:1(EOIATE SIRE BEDYEEN EACH 1MS053, DEM D 1tlW1 BD T/R O � a � FOR
(S• LHR Tp� BRACKET
AnaaED WITH Too- L -LIX.' [( AT TOP & BOTTOM t Hd920NTAi.
D URETHANE aoxESlvE W.Om CENTER). OPTIONAL DEODRQK �" DE1COWlAIE
A $NP -N P6EWf. FRAYS FACADE
ONE RAW (SHOWN) T EITHER GE DSQa00MC SIRUCTUWY, D
EP ON! O SECTION (SHOWN) NW-10-THE-TOP sFNAN: waH VER"041.
(1) rRAGt ATDIC TO FU BRACKET
S
PDDNM (NOT 9HIOIWN). L WNH t,) 7/e'.3 /a' ewe ear. L m,m,x Ta�N
P AY MAIL WA26VD SIZE 6 18-1 11•. 13 GL WILD. Hi AO TO T. EACH FASTENED 1DW tWADRGDU OIRION
CLAIM 6 INJECTION LOBO CF U13AN SUG4327.
IABNC /AFPPR CC2 PUYDC 6 ACCORDANCE WITH WOD JWB AM (3) S /1CX1 -1/2 WOOD If4 SCREWS.
SR S 1 B-S FOR ASSEMBLY DETAILS.
_•� 1 DIPAO' RESISTANT "'� VERT" TRAM AT°CMED ro HORMCA. Hann 1 4
Matto � Lem TRAM WRH (2) 1/4 TRAM BOTS. - -
X SOCNINIT FRONT °
SEE INTERNED. HINGE & NAZwo. SS - -
( OETAD. POLYSMWE REAPER -
FASENED TO FRAME WrtX 8 Z DALY STEEL TRAM - rt 2 1D
g
SEE DO fBF2:E DETAL 10 (8 X 1 a PAH HEAD A TRACK THOO435: 0.080 11 34 BZ
RS ( 1•
=1 Lo� FR MI.M 8. TABLE 1 T(s• r ;L2-,/211 Y -D
..Me
ER
C I a aaA PxER artl' smEK DOOR HEIGHT secOTONS' 71 PREPARATION OF JAMBS BY OTHERS C
4i - WDmoPAw FWSM GAY. W1HR a '('- XM THE OEM OF THE T PPOR( STTN1CHR7AL ELEMENTS SHALL
t s ea s yp• SE tHE PE4W/t�NY O' 1NE P NO OCE WITH T THE
S' • r 8{tAOIAi oR S1Itl1CT{INE AND RJ ACCORDANCE CURRENT BUI
tWDDr<r
oP'ro '�Hf'
)NA MA+L DOOR WIDTH = R' - 0 • SECTION A - A 109 O t 0 7 , CODES FOR THE LOAM LISTED ON THIS DRAWING
• McA« AAx m.a ,r «xr,Mm1
INSIDE ELEVATION 24 °AEI062W %T WK. T ) ° -( r-2• ""a
STEEL ERIOR SKIN JAMB TO SUPPORTING STRUCTURE ATTACHMENT HORIZ cTOP "
CALYANIZDY:. GAKEO -ON PRWX AND (NO GOAD FAOY R)
A BAKED -oN POLYESTER PAINTED
SNAP LATCH ENGAGES TOP COAT APPLIED TO BOTH SOB I. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x8 kk
ONE SNAP LAATTCCIHHOONEA tN�R. S OF STEEL SKIN. (/6TY W. A653). ; HORIZONTAL (TOP) D9 #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR 6 TRANSFERRED TO THE ma
SCE OF 2. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REO TRED TO BE) COUNTERSUNK TO PROVIDE A RUSH
INTER. STU SRLE BAIT SUO BOUT LOCH
GUIDE EHD ENGA6E4 T I 3. A 1 STRESS P93MASE FOR WIND LOAD WAS SO USED N THE CALCOATON OF ALLOWABLE LOADS FOR 1
OUTSIDE HANDLE g1gE TRACK. f2 GA GALV. STEEL TOP ANCHOAS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY.
OUTSIDE END RA DLE S""' LOCK BAR 2,24 L� � / E
IE nrr�cHED WOOD FRAME BUILDINGS
"am E FIpND ENOWES IN DOOR. STUD WALLS OF DOW OPENING SHALL FRAMED BOLD BY NOT LESS THAN (3) 2X8 PRESSURE ' 0 ' C '
TREATED
"am SYP
W 4 1{XS e• SHEET xMn °N METAL 5CREM5. (GRADE B2 OR BEffEtt) WONT STIRS OF A STRESS GRACE NOT LESS THAN 1200 PBI NOMINAL EXTREME TIBER
Neat OL EACH BIDE IN�('- SLIGE DOLT STRESS IN BENONG STUD TO
stb ,ATOM Ltlb[ OPTION LOCK FAR LO]L OPTKN (FJ 1PALt4 10 BE CONTINUOUS FROM FOOTING 7E BFN6.
LOCIONO OF COOK.
B to c cA. ST EEL JAMB K A L O N R T B
2Xs s» <GPPDE 82 oR BETTER) WOOD B SHALL BE ANCHORED GROUT REINFORCED BLOCK WALL OR
END BE . CH CONCRETE COLUMN. BLOCK WALL GELS SXAL BE FILLED WITH CONCRETE AND REINFORCED WITH RENFORONG 2X6 VERTICAL .LOB
TA
2 -3/4• 2 -1/4' _ BARS EXTENDING INTO THE FOOTNO AND INTO TIE BEAMS. ALL BARS SMALL BE CONTINUOUS FROM THE TE
�� 4) IM/9 SHEE( KM SHOP LAP JOINTS. 1 SHEET W M T � DESIGNED THE BUILDING EN 041 ER OR ARCHI= OF RECORD WALLS AND CONCRETE COL1RdN5 TO BE
+.
TA" SCREWS.
7 -I /z' 7 -I/2• 3: _.vr. ° aN ::`; : ^:' �d %'NBCit.
� U IM M U Sari 2z6 JAMB OT SUPPORTING STRUCTURE IBWK ME
AT WAOMUMI
O 4 %4•.Xyy//a• SELF J ". r •� PER SECTION. EACH a -BAR TO BE USED FOR aTiMtRENT of TRACK BRAG CENTER TnPPNGS
ATTACHED WIN 1/4 • SELF
14 m. FIND IMYMR 1A DI�xiNGe 2 SCREWS AT EACH E� AND °STANCE SIM
INTERNED. SIRE LOCATION. BMDHS, TYPE FASTENER TYPE FASTENERS pEDUFAEpp
&M (HOLLOW on
IAMB CONFIGURATION ?x +'1
:;HIV - ED1 t /a x 3 () -1/4 EYSED) OW TAPCOi CONCRETE ANCHOR (2 -1/2 NOL EDGE DISTANCE) 10-1/2 1
STOP tlOULONC, BY ODOR 17 GA QALY. STEEL BOTTOM OOO MOL a x 4 1 -3 4 -1 4 1
° T tt T) BRMOhT (3 -1/2' X S -i/2 1 X 4 2 -1 4 FMBEO - -A' MN. 1 -1 MIN 20 GA MN. GALV. STEEL END STA4 2- 5/8 . AnACH WITH ( iaxB a
20 GA MIN. C LV. STEEL INFIRM. STOLE 2S2
FIRST AT NO M
t SHEET METAL 1 z , -i x -1 a
pR /gCpEp STARTING FROM B�7O1 0€ F
MAt�1_T1Y_•}lN tOSTMICE.
12 DA. GA.V. STEEL TRACK ' • NibESI H ANCFIOR /SORE! 68TALLED N LAST AS HCH •I A •• --
BRACKET FASTENED TO VON •
IAMB WITH ONE 58 it -t/2 �� S
ALUMINUM D(TRUSI N & VINYL WEATHERSTRIP. EXTRUSION .(� • • • • •
A
WOOD L AG SCREW eRAC¢r. ON ATTACHED WITH SFACCDM [(B) ssmvS ON ov � jr IB •!. • N4. BW288 iDFilGlieIOADS: +48.0 PSF & —54.0 PSF.
18 GA ONLY. STEEL NIEIR HAM FASTENED TO CENTER
2 CALV. STEEL TRACK FASTENED STILE W /(4) EAM 814OX SHEET META. SCREWS.
TO TRACK BRACKETS. EACtI T /t8• ROUND 011SIWFT B x6TAltFD ox H:AC11 tiOLER 51AAFI. A T UN O 4B�a C Wb4 .� S.0 SCALED PAGE
5 1 OF t MAX Size
BRACKET OL T & K w roE ®�" ®��e : W ED x t2
1/ { BOLT &NUT Q@ iMIO #1 C,. M E T M END HINGE & (4) 1 TO SEW W" W/(a) FAIN tl , >4 y ( .oOOO n ±.DOT DATE,
/4• RIVETS. stms/e• &ELT METAL SCR & (4) 1 /a• SEIP TAPPING SCREiFS. Oe9TN4P m tt/2' fD /23 /tJ6 DE IP
SINGLE CAR W8 PAN DOOR
LOPAY BUILDING : : s�
s / 18;; Building Products MASON. owo� o f i D WITH •m`"", RESISTANT L s vM
Com an 513 no • • • • sr! • • B 103547 MD
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