WS-15-2253 Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-242813 Permit Number: WS-9-15-2253
Scheduled Inspection Date: October 27, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: SANTOS,AIMEE Work Classification: Garage Door
Job Address:45 NE 94 Street
Miami Shores, FL 33138- Phone Number (305)215-1539
Parcel Number 1132060130550
Project: <NONE>
Contractor: ADCO OVERHEAD GARAGE DOOR INC
Building Department Comments
REPLACE GARAGE DOOR WITH NEW ONE Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed gi
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
October 27,2015 For Inspections please call: (305)762-4949 Page 15 of 43
A
Miami Shores Villagehut
10050 N.E.2nd Avenue NE 4446 1-07,0 Z
� I
Miami Shores, FL 3313&0000 3, ��? F � 1 Q011
Phone: (305)795-2204
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1 Expiration: 03119/2016
Project Address Parcel Number Applicant
45 NE 94 Street 1132060130550
Miami Shores, FL 33138- Block: Lot: AIMEE SANTOS
Owner Information Address Phone Cell
AIMEE SANTOS 45 NE 94 Street (305)215-1539
MIAMI SHORES FL 33138-
45 NE 94 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 1,398.00
ADCO OVERHEAD GARAGE DOOR IN
Total Sq Feet: 63
Type of Work:REPLACE GARAGE DOOR WITH NEW ONE Available Inspections:
No of Openings: 1 Inspection Type:
Additional Info:
Final
Classification:Residential Review Building
Scanning:3
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20
DBPR Fee Invoice# WS-9-15-56942
$2.00 09/21/2015 Credit Card $76.20 $50.00
DCA Fee $2.00
Education Surcharge $0.40 09/03/2015 Credit Card $50.00 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $1.60
Total: $126.20
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-na d c to do the work stated.
September 21, 2015
Authorized Signature:Owner / Appli Contractor / Agent ate
Building Department Co
September 21,2015 1
Miami Shores Village
Building Department SEP 0 3 2015
BY:
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 -------_
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20!y
BUILDING Master Permit No.IzJ�7 22--5-3
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP
X j CONTRACTOR DRAWINGS
JOB ADDRESS: /Y 9 `'y �� �?
City: Miami Shores County: Miami Dade Zip: 3 3130
Folio/Parcel#: �Q 0 n• 0(3- O S';�V Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): ���� �iq✓7�� Phone#:lr3 O S/)
Address: Pic— ,9 Iqn rJ' � z �p
City: PM Ky State: '-� I Zip: -3
ass-Is3p,
Tenant/Lessee Name: Phone#: 305' J
Email: n.� ,,,/� �p /�� ��/�( ^��, QT p _ /
CONTRACTOR:Company Name: i�'t cc ®UVA4 GH'4J �A&A-6 IPN1104e#: 301-- 603:16
Address: -1)10) 1UW S-X GF. I
City: M f A" _ Statte: rl- Zip:
Qualifier Name: V ,m FeA W0-Ky,.1
Phone#:
State Certification or Registration#: Certificate of Competency#: Q S o c79 J
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ /• ��27 = Square/Linear��F,,oyyotage of Work:
�3
Type of Work: ❑ Addimtio/n� �❑ Alteration^ ,,� ❑ New
er^ /� D` eepair/Replace ❑ Demolition
Description of Work: ►2090'1 CLO 6 0`t'f A (0 2 t, oo f( T706 Ijw— Cob e
Specify color of color thru tile:
Submittal Fee$ C 6.00 Permit Fee$ 1 to- 03 CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,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.
Signature Signature
OWNER or AGENT CONTRA
The for oing instrument was acknctNNIe�ndged before me this The foregoing instrument was ack owledged before me this
3'= day of ��I�iJe 20 by day of �Q/ ,20 1 , by
AA/ :E 6APTO9 ,who is personally known to _wwho is personally known to
X29-0
001"
me or who has produced` 5 S 32- (700-'$5 - —a me or who has produced as
identification and who did take an oa identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
C
Sign- Sign-
Print: Print: SA IQPC
ipt►:;;;�s HUMBERTOFERNANDEZ _ � = Notary Public-State of Florida
Seal: My Seal: = fdy Comm.Expires Aug 15,2016
* * 161641 Commission #EE 827190
EXPIRES:December 7,2018
'Epi�cse`O Banded Thru Budget Notary SeivkM
a L
APPROVED BY t Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
. t
• ��
AWAM
Arm
• - SE: 0 � 20f5
.K' BY:
PERM
Miami Shcres Village
APPROVED BY DATE
ZONING DEPT
BLDG DEPT
SUBJECT 1'0 CCNIPLIMCE Wl rH All FEDERAL
STATE ANL)C'C I_,N,Y HUL--S Ai 'J RFGULATIONS
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WORST'CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR - COMMERCIAL SIZES
175 MPH, EXPOSURE C5 2010 FLORIDA BUILDING CODE (ASCE7.10)
DADE CO., FLORIDA C0
THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO BASED ON
THE FOLLOWING ASSUMPTIONS: �����
1)THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE(ZONE 5) PRODUCTS
ACCORDING TO ASCE7 CALCULATION METHODS. A Grf,,o-j C(>i1Vvjr)y
2)BASED ON ENCLOSED BUILDING,ANY ROOF SLOPE.
3) ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOAD FACTORS OR REDUCTIONS ARE
ALLOWED.
NOTE 1:SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN
ZONE 5 BY CALCULATION.THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN
PRESSURES THAN SHOWN ON THESE CHARTS.
NOTE 2:DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN
PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE,A 16'x10'OPENING CAN BE ASSUMED TO HAVE THE SAME
DESIGN PRESSURE AS A 16'x8'OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10'TO HAVE A LOWER DESIGN
WORST CASE DESIGN PRESSURES (PSF)
MEAN ROOF HEIGHT
UP TO 15' 16' 17' 18' 19' 20' 21'
8'x7' +35.6, -44.7 +36.0 -45.2 +36.4, -45.7 +36.8, -46.3 +37.3 -46.8 +37.7, -47.3 +38.0, -47.7
W 8'x8' +35.2, -44.0 +35.7 -44.5 +36.1, -45.0 +36.5, -45.5 +36.9, -46.1 +37.3, -46.6 +37.6, -47.0
V5 9'x7' +35.3, -44.1 +35.7, -44.6 +36.1 -45.1 +36.5 -45.6 +36.9, -46.1 +37.4, -46.7 +37.7 -47.1
Cr) 9'x8' +34.9, -43.4 +35.3, -43.9 +35.8, -44.4 +36.2, -44.9 +36.6 -45.4 +37.0, -45.9 +37.3 -46.3
z 16'x7' +33.8, -41.1 +34.2 -41.6 +34.6, -42.0 +35.0 -42.5 +35.4, -43.0 +35.8, -43.5 +36.1, -43.9
Lu 16'x8' +33.4 -40.4 +33.8 -40.9 +34.2 -41.3 +34.6 -41.8 +35.0 -42.3 +35.4 -42.8 +35.7, -43.1
O 18'x7' +33.5, -40.5 +33.9 -40.9 +34.3, -41.4 +34.7, -41.9 +35.0, -42.4 +35.4, -42.8 +35.8, -43.2
18'x8' +33.1, -39.8 +33.5,_-40.21 +33.9, -40.7 +34.3, -41.2 +34.7, -41.6 +35.1, -42.1 +35.4, -42.5
WORST CASE DESIGN PRESSURES (PSF)
MEAN ROOF HEIGHT
22' 23' i 24' 25'
8'x7' +38.3, -48.2 +38.7, -48.6 +39.0, -49.0 +39.4, -49.4
W 8'x8' +38.0, -47.4 +38.3, -47.8 +38.6, -48.2 +39.0, -48.6
Fn 9'x7' +38.0,1.-47.5 +38.3, -47.9 +38.7, -48.3 +39.0, -48.7
C9 9'x8' +37.6, -46.7 +38.0, -47.2 +38.3, -47.6 +38.6, -48.0
Z 16'x7' +36.4, -44.3 +36.71, -44.6 +37.0, -45.0 +37.4, -45.4
Lu a-
0 16'x8' +36.0, -43.5 +36.3, -43.9 +36.7, -44.3 +37.0, -44.7
18'x7' +36.1, -43.6 +36.4, -44.0 +36.7, -44.4 +37.0, -44.7 #
18'x8' +35.7, -42.9 +36.0, -43.2 +36.3, -43.6 +36.6, -44.0 �� � '[ _fiA)WI[ ii„�
THIS CALCULATION SHEET IS ONLY VALID
FOR THE FOLLOWING BRANDS: CLOPAY, 3 "• •�o2s • '
IDEAL, AND HOLMES. ?:n=': : : : : :•: r
-gTAI'E IDF 0*-&J:
Scott Hamilton, P.E. � Oft I
8585 DUKE BLVD.
��7f '' �•+�' �,,►
MASON, OHIO 45040 ;• ':rfr# ��}:';
(513) 770-4800 sig ature 5/17/2012 .••
FLORIDA P.E. No. 63286
File: DADE CO WORST CASE 2010 R01 [RETROFIT] ':' ; ; ; ; ';•
MIAMI-RADE MIAMI-DADS COUNTY
go mk PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy
Clopay Building Products Company
8585 Duke Boulevard
Mason,01145040
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control
Section 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 Section(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.RER reserves the right to revoke this acceptance,if it is determined by
Miami-Dade County Product Control Section 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:2"EPS Insulated Steel Sectional Garage Door up to 914"Wide w/Optional Impact
Resistant Lites
APPROVAL DOCUMENT:Drawing No. 101703,titled"HDG/HDGL,66/68,4300/01,4310/67/HDGL,
4400/01,H Models",sheet 1 of 1,dated 11/19/1996,with revision 7 dated 2/2015,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 Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction drawing reference number,approval number(NOA),the applicable test standards,and the
statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,
bottom angle,or inner surface of a panel.
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 manufacte rero r its distributors and ••
shall be available for inspection at the job site at the request of the Building Official. : ••: . : :
This NOA revises NOA#12-0710.06 and consists of this page 1 and evidence page E+j,Js jej ars a*oval
document mentioned above.
.. ... .. . . . ..
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
••• •:• Lit&rlbj 15-0255.06•.
MIAMI•DADE COUNTY Ex f y'atiod DoJe:leptgmpet 2$;1019
..; t4fprov0LQatt;*[9y 1y20145 •
�Zlb/ 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/HDGL,4400/01,H
Models",sheet I of 1,dated 11/19/1996,with revision 7 dated 2/2015,prepared by Clopay
Building Products Company,signed and sealed by Scott Hamilton,P.E.
B. TESTS "Submitted under NOA#09-0929.10"
1. Test report on Forced Entry Test,per FBC,TAS 202-94,prepared by American Test Lab,Inc.,
Test Report No.ATLNC 0428.01-09,dated 06/03/2009,signed and sealed by David W.
Johnson,P.E.
"Submitted under NOA#07-0807.14"
2. 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 12/18/2006,signed and sealed by David W.Johnson,P.E.
C. CALCULATIONS "Submitted under NDA#07-0807.14"
1. Anchoring calculations,prepared by Clopay Building Products Company,dated 07/30/2007,
signed and sealed by Scott Hamilton,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS "Submitted under NOA#07-0807.14"
1. Tensile Test,per ASTM E8,Reports No.HETI-06-T604/605/606,prepared by Hurricane
Engineering&Testing,Inc.,dated 09/22/2006,signed and sealed by Rafael E.Droz-Seda,
P.E.
2. Corrosion Resistance Salt Spray Test,per ASTM B 117,Report No.30160-04-63365,
prepared by Stork Twin City Testing Corporation,dated 01/26/2005,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 09/16/2005,signed by Anthony Penaloza.
4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960-500, dated
10/04/2005 and Report No.3094867SAT-001,dated 04/13/2006,prepared by Intertek Testing
Services,NA,Inc.,signed by Javier Trevino and Anthony Penaloza.
F. STATEMENTS
1. Statement letter of code conformance with the 2010 and the 51 edition(2014)FBC issued by
Clopay Building Products Company,dated 02/18/2015,signed and sealed by Scott Hamilton,
P.E.
2. Statement letter of code conformance to 2010 FBC no financial interest,issued by Clopay
Building Products Company,dated 07/06/2012,signed and sealed by SV-,
t ,F.S. ••
"Submitted tinder NOA#12-0710.06" •
::. .::
•.
C los M.Utrera,P.E.
�Vtoduct.Contgol Exarglper.
' 1101+1 IToi 15-0115.0¢
ExpliVioiCIVate:j%ptjnjet'214 2p11
••• Approvdl9ate'May 7,2015•
E-1
• .• .• • • • .. •.
y
CLOPAY MODELS 4300. 4-301 4310 4400 4401. HDG HDGL le-Pr-- HMW ar
Vzm1 IIPLY . L WOa:uuHE vow16 21 W,vPI.
CLOPAY MODELS H400, H401, H300, H301. H310 SECTION B-0 .
HOLMES MGOELS 66. 67 68. 67.00. 6201. 6203 ET"L 0 s 4/2003 OT: rR NASI ro��1ti Ma .,e
±_7/3f/2006
`
TRACK CONFIGURATI HDOORRIZO 21L TRACK$IIPPdli , ,n IT AFWrWm mHVERNa_
--� ar DONT MHANic K pD SUIT). , I/HTx AKAOYLP....N.HaHI
Z- i 3".0.NTH AIN GALVANIZED STEEL BACKER PLATES AE FROM TO OL7A6.-0. _ WITWURI'DA COrtfR NANO RE01MF°fdl
DOOR SNM WIII1 PA7EMED TOC-L-LOC SYSRN(NOT VISIBLE FROM xICN BOND T'1°E OOCO DYER A MIO" IAwttD mOF_twwllxa
OM50E). ,C,,,RA,EAC PLATES ARE LOCATED AT I"E TOP 10 BOTTOM �� �
Of EACH SECTION AT EACH HINGE LOCATION. OPIp nl I�Aq/fAi / m `MMM FA"ACTME.
®DPiONAL:ONE ROW OF IMPACT-RESISTANT `. MDURGK NOCK ATIACNED 1D FLM 9ULKR
GLAZING IN ER=IDP SECTIOR(SNOWR) L WITH(1)3/6•.3/4'CAA6ADE BOLT.
_ UB"E%I-ro-iNE-TOP SCCIpN(Rol --
r la w uLv.srtD.FLAG BRACKfr.uw FASTENED 10
MAxW AZMc"Is"N60".I I•. D.IeBJ / w°o°rre MM(3)s/Ic•.1-t/x•WOW un SERM.
ZZ I"IS IN 0"0"MOIO D GE 1AYAN
-- SLXH32I.An_MWEO CGI PLKniE M / DOOR ET NT
MM BC/rec 2606. J.i HEIGHT'L %1 %2 X} %4 XS X6 X X8
i SEE SECTION 8-8 PER ASSEMBLY oums. IMPAR aLTSTAn OE SSGIaODM SiRUC1URK vCRIIGW IRK%AIA01[n 10 HORROMK _ _ 1 _ - _
8
_____ G I•_____ _____ I OHC-FEET INJECTDN r 1RKR 6ON(2)1/413/4'1MCN BOLES. 1 1
-_ _____ MOaO or a- SKICONE SEALANT. _ _ _ _ _
SLA24O2i FMNI 6- BB -1 10 4 58 - - -
f. --- jj ---- rRAVE 6 GLUING. s B- 94 -3-1/2' 10 34- $6 82" - -
E 2'MV.STEEL TRACK. - - -
LOCN POSIIIM(60TH SIOCS).SEE POLI'SMI[xE REtA[Eq 34 50 B2 - -
i LAYOUT OF VLH LOCH ROIL D sE As.
FASNATI,To FRAC[WW TRACK THICKNESS:OA60'. _ - -
___- __-_ _-_--I,II;I_--_j1� _ (10)IB J a•PAN"Fin . m= Tz = 4 62 -
•' -
UHR -
' TOP BRACKET 5
TABLE 1 TABLE 2 i ABLE HORIZONTAL - 136 -
I I OF INSfKIER RETAIL -F� 1 -6 -I io M O6 1 -
' DDDR HEIGHT
MODEL MODEL DESCRIPTION 1I4•I - - _
SECTIONS I _
41410 113013, N 6200 Z7 CA MM. %TE KiM SHORE RNSEO PANEL J4 58 8] 1
UP TO 7.0• 4 44 14400 N A 2/GA MW.EMERIOH SKIN;SHORT RAISER PANEL TIOIINF TIUDK 14-0 11 1 4 1 1
M.��,tr •-"A 1 7'3'TO 8'9• 5 4401 4 1 N a W MIN.FMCRN)R SKMI' N PANEL 'XS' I°W °["t Upr1°" - - '
Sod WOTH V-0'-�� 430i M30 6 1 27 W M.EMERIOR SIM:FLUSH PAxfl
9'0'TO 10'6' 6 aJ10,H310 HDGL.67,62°3 27 G.MINN.EXTERIOR SKIN;MBE RAISED PANEL 6-0
INSIDE ELEVATION 1019'TD 1213' 7
12'6'TO 1410' 0 •xz•L TLP.2-1/2'.12 OA CAM STEEL TRACK BRACKET.
14'3'TO 15'9' 9 '.;fit. (4)iRILCN BRACKETS PER SIDE(UP TO 6'HIGH).
SU1 STD"FN ES Ib'0' ID SECTION A-A FRaDMTA6VL9® (5)TRACKWACK BRILKE75 PEH SIDE(UP i0 10 f0'H6N�.
�swR II'wu Sed•WFk" (6)TRAP(BRACKETS PER SSDE(UUP TO 14'.MG"
z0t�0'to",
RE NA%SECTIO(HEIGHT'21' 1'li t ("h ( H). -
m[ WRICONE FREED OMxxfl SEPAMifi ��& �O (B)YUCK BRACKETS PER$EIC(UP TO IB'HIGH).
Da GTI 60.! FRONT AND MDN WON M W00. ATe6E01RBf�J -ZM C BS
C �� IP01RN'u°E[ v[ 2'.T"IGYh'{ 1- lss•TACK.IC ovHm )7
MU-MEDESIGNHOF ME SUP omING STRUCIURRAALL ELEMENTS OTHERS
( I MANNDED P0.151YIIFM BA�•n�1§E�� BE TNN ROR SSR RILMNCIUR Of D PROFESSKRM�LACCORDANCE WI RECORD CURRE FOR IDI
NVroIE "MM wn0.[ tf'"Mu N 'n°"AND B1 CODES FOR HE LOADS
AND M ACCORDANCE AIM CURRENT BULGING
CTFO)6°90F3RID1°FA %%" 27 a(0.016'Mw.) t,""ME"IO"-FMM CODES FOR THE COPD$LISTED ON THIS DMWING.
Ie1FiyPDDN a GOOD FACIYRED AF PROMER
CREPIOP SITE SN ( ` INOUSM INC.OR FNCoN -
YIEID STRENGTH:31.1 M. , !MIA.
°""MM°0N tt)R" JAMB TO SUPPORTING STRUCTURE ATTACHMENT pNoo L Alm(T 1 J�
o-4G Mw.o. .ED-ox (y 1x a aKv.nLEE IOP
rou'Es1EP IED 10 TOP = allu 1wKIRTs(x-T/2•.
I car
APPLIED to eDn
2-3/4' F� 2-1/C'(MIN). �^ SIDES OF STEE SNXI. _ A aTMO4D 1w/w 1 /6•SHEET I ��: WACK
I I (1)1T4.S/6'
SHELF IR:1K I YL1K SCREAS. 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED N 70 THE FROM
AND THEN!TRA WE EDT TO THE 2.6
SORM HEMI AL GRADE JAMB2 OR BETTER),MYBS.NO LOM FROM i"E DOOR 15 TRANSFERRED T(1 THE
W MCV.KIBLER"INCE' 2. ALL 3AMB FASTENONTAI.(TOP)ERS MAY BE OUR ME NOT REGUIRE.D TO BE)COUNTERSUNK TO PROVIDE A FLUSH
EACH HINGE FASTENED t0 ERD MERM"b SURFACE
7-1/2' loHG1E AND STILES IITH(4)114-/8' rPE
cI10oFL OIRS S1EET YETI AND(Q 3. A 1/3 STRESS INCREASE FOR WIND LOAD WAS LQI USED IN ME CALCULATION OF KLOMMLE LOADS MR F VIER
O ANCHORS AND FASTENERS FOR STEEL.CONCRETE AND MASON
L TA x3/4'SEE ON� /-13/4'E TAPPING
TAPPING s CWS SORA/.WE
MEA T!IN
Ia G E ES .,ttW - WOOD FRAME BUILDINGS
",S2(E= (G WALLS RR DOOR OPENING LULL DE FRAMED$GRAD M NOT SS TWIN 00 2xI PRESSURE 1RFATEO SYP MILK.D.C.
N (GRADE 12 BE BETTER)(F.WSTU STUDS OFA$!PENS CONTINUOUS
NOT LESS THA" TIE E NOMRW.FTRPEME OBER
}•TALL A p GA GLV.STEEL STRESS M BENDING(FJ.STUD HALLS TO BE CONTINUOUS FROM i001NG 70 lE BfAAS.
U-BAR TWO HU-PRSU-BA PER
SECTION.EACH u-BAIL BLOCK WALL OR CONCRETE
ATTACHED WITH 1/1'a3/1•SELF 2118 SYP(GAABE 12 OR BETTER WOOD JMIB SWEL BE ANCHORED TO GROUP REINFORCED BLOC WALL OR
TAPPING SCREWS.(2)SCREWS CONCRETE COIUMR BLOCK WALL CELLS$NAL BE FILLED WITH CONCRETE AND REINFORCED WDM RVNFORCRNG tae VERTICAL JAMB
_ AT EACH END MD IMERMED. � CO" EMEN OLL IMO THE FOOTING'No
IMO TE DEANS.ALL BARS SHALL BE CONTINUOUS FROM THE TIE �
JAB CONFIGURATION STILE LOCATION. BFAN9 TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN.BLOCK WALLS AND CONCRETE COLL.TO BE
.ELGNED BY TME MIILOING ENGINEER OR ARCHITECT OF RECORD.
2.6 WID
B STOP MOULDING BY DOOR INSTALLER(10 SUIT). 21 GA(0.016'MIN.)INT RIOR SHELL
C - 18 GA.GALVANIZED STEEL ENO STILE ATTACHED WIT"ONE _ S%W((6AAMNG WMM)WHIN0-40lI,j;... ( Ia.EIAV, [D-ON PNwq ANDFACTORY INSTALLED/6-16 a 1/2'A WHEW NTN SCREW ANO HIKED-oli PavmmPAwRD TOP 2x6 JAMB OT SUPPORTING STRUCTURENEMER XCUPED UPON IN6TALUTION WRH HINGE SCREWS. CMT MVLED ro BO1H/DFS R - "Oi TO BE USC° OSIECL RY. MA%IMUM
12V.STEEL11.I H ON CENTER
BRACKET Ia D MCV.SIE-BOTTOMBRILWCT, .T'.ATACFD WINE(2)/14-/6'INET MRK DISTANCE STEEL
FASTENEOD JAMB SCRONS { �`! BETWEEN WASMEPS
O 'al-1/2' fA57E"ERS REOUHRED+
H•R PER IFA.16 GA GKV.Via MER.NMCE ALULUNuM FMRUSON It VINYL AFAMERSIRIP. ',BPA�tEi. FMlENEO t0 R1IEAOR SON/BaCNER HALE AR" �, 6 K -kt OR 1/1'a]'(1-1/4'EMBED)ITW TMCON CONCRETE ANCHOR(Z-I/2•MN.EDGE 05TANCC) 10-1/2' t'O.D.
EL TRACK (4)114-/6'SIEEr YETI SCREWS-
••• • E TO 1WCK7/16'ROOq PIRMARHS INSTILLED ON WN ROLLER SHAT. OI ' 3000 P9 'CONEa 41- 4 RW T N ANC/D 2-1 MM. GE DI ASCE 1 BRACCH BRACKET • GILV.SfE[L END HWIGC lALE1IN TO FWD StIL[N W/(4)FAL" 2 x e -1 1 Y THD"°-BE W -A WE- ANC MN. GE E 2t-T I• • ED'•TH ONE 1t•IS/6'SHEET MRK SCPR4 t(4 1/4'WTLF TrPPRp SONEWS. , 1 •4 1- 8 SCR W AS A T A M FAN C 24 1
1/4�••B♦L•[•Ut D8 ) 1 a 4 2-1 I D- J- A -1 M ASCE I D
••• •• •TWO 1/4•M01 • 2.10 BML STEEL ROLLER 1-3/16'J/16TH')MIH THIS PRODUCT COINf0.RM5:70 TTI£
( REWIREMEMS OF 2040 FBG R L MANOR/SCREW 6TAOMG!ROY BOTTOM A NO MORE THAN HALF m'MAXRIUM ON CENTER DISTANCE,
BTN1EE fJMNCIgN/SCREW HMfKuO AT lEl/1 A4 HIDA AS WE DOOR OPENING NEON.
• STCR�l1 INION TRE. AND THE REM EOIIDN'i6R1. 9'OW•I6'0'N
00 • • •• DESIGN LOAD$: :!48.W, SFT ,-60.0 E;F =Clopay esssAY°u¢oLw.PR00-T/E°LawY„" 1419 8 � iacMTKA,G6/c6.43D0/ol
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SCOTT IYMILIOT,PE ` Y(1f Building Products Hsu no-48=4 $ W onos 6
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