WS-15-2576 5e!°.ii7,3rk, Miami Shores Village
{ 10050 N.E.2nd Avenue NE
Miami Shores,FL 33138-0000
n�pN ` Phone: (305)795-2204
Expiration: 04/10/2016
Project Address Parcel Number Applicant
690 NE 93 Street 1132060141490
Miami Shores, FL Block: Lot: HUGO MIRABAL CLAUDIA GRAI
Owner Information Address Phone Cell
HUGO MIRABAL CLAUDIA GRANDAS 690 NE 93 Street
MIAMI SHORES FL 33138-2907
690 NE 93 Street
MIAMI SHORES FL 33138-2907
Contractor(s) Phone Cell Phone Valuation: $ 852.00
ADCO OVERHEAD GARAGE DOOR IN
Total Sq Feet: 60
Type of Work:REPLACE GARAGE DOOR WITH NEW BUILDI Available Inspections:
No of Openings: 1
Inspection Type:
Additional Info:
Final
Classification:Residential
Review Building
Scanning:3 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $0.60
DBPR Fee Invoice# WS-10-15-57383
$2.00 10/13/2015 Credit Card $ 124.60 $0.00
DCA Fee $2.00
Education Surcharge $0.20
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $0.80
Total: $124.60
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 AFFIDAYFT I cert' that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and z nin . t re,I aLVhorize the above-named contractor to do the work stated.
- October 13, 2015
Authorized Signature:Own6r h Applicant t Contractor / Agent Date
Building Department Copy
October 13,2015 1
Miami Shores Village
Building Department OCT 3 2015
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 r-1
BUILDING Master Permit No.
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL OPUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 6 `'� ' " 2� 3f, 133
City: Miami Shores PP�-� `` County: Miami Dade Zip: �J
Folio/Parcel#: _ —' 34�D'y<� — VAS 0 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Typ(�e,:� Flood Zone: BFE: ^� FFE: /
OWNER:Name(Fee Simple Titleholder): t �Q Phone#:
Address:
City: 4—�h �1� �D State: Zip: rJ
Tenant/Lessee Name: / Phone#: N
Email: (O,
(�� _ ma�yy
CONTRACTOR:Company Name: CC) GOCQAC LY f Phone#: 305 S85o 03&
Address:A 7 6-7 ) � 5W 0 S4
"A
City: llG M % ii^^ State: �„ FL Zip: c �
Qualifier Name: Jrk I^(1 U('_(A Fe r nc n z_ Phone#:
State Certification or Registration#: U 0 0_7Q6 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration El New Repair/Replace ❑ Demolition
Description of Work: K vcje__ (Aofiv= booc ueL'o Coae' •
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ 12
�� 60.
_
(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 approvi d c 7d a reinspection fee will be charged.
Signature _ Signature
rAGENT CONTRACTOR
The foregoing instru ent was acknowledged before me this The foregoing instrument was acknowledged before me this
[
day of 20 1 57by 02" —5*y of 20 L ,`by
I v, who is personally known IL°, � ecsonally known to
me or who has produced \,q35p me or who has produced as
identification and who did take an oath. identification and wh offluftl0ft 11 10
01"' ¢ HUMKERTO FERNANDEZ A« °d SANDRA 6ALAN0
NOTARY PUBLIC: MY COMMISSION#FF 181641 NOTARY PUBLIC: =_* *^=_ Notary Public-State of Florida
* * EXPIRES:December 7,2018 ` .` My o m.Ex ires Aug 15,2016
s1 : #EE 827190
cr v� Gonad Thn Budget Notary Services r, s
Sign Sign:
Print: Print:
Seal: Seal:
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Municipal Contractor's Tax Receipt
Miami—Dade County, State of Florida
-THIS IS NOT A BILL-DO NOT PAY M C
CC NO: 02BS00795
BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES
ADCO OVERHEAD GARAGE DOOR INC SEPTEMBER 30 2016
7577 NW 50 ST 7470652
MIAMI,FL 33166
Pursuant to County Code
Sec 10-24
OWNER TYPE OF BUSINESS
ADCO OVERHEAD GARAGE DOOR INC SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED
BY TAX COLLECTOR
175.00 08/19/2015
0237-15-000266
This receipt is not valid in the following Municipalities:Aventura,Doral,Hialeah,Key Biscayne,
Miami Gardens,Miami Lakes,Palmetto Bay,Pinecrest,Sunny Isles Beach,Town of Cutler Bay.
MIAMI DADS For more information,visit www.miamidade.gov/taxcollector
Local Business Tax Receipt
Miami—Dade County, State of Florida
—THIS IS NOT A BILL—DO NOT PAY LBT
4948288
BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES
ADCO OVERHEAD GARAGE RENEWAL SEPTEMBER 30, 2016
DOOR INC 5166434
7577 NW 50 ST Must be displayed at place of business
Pursuant to County Code
MIAMI, FL 33166 Chapter 8A-Art.9&10
OWNER SEC.TYPE OF BUSINESS PAYMENT'RECEIVED
ADCO OVERHEAD GARAGE DOOR 196 SPECIALTY BUILDING BY TAX COLLECTOR
INC CONTRACTOR 75.00 08/19/2015
Worker(s) 2 02BS00795 0237-15-000266
This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license,
permit,or a certification of the holder's qualifications,to do business.Holder must comply with any governmental
or nongovernmental regulatory laws and requirements which apply to the business.
The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec Ba-276.
MI®DAD For more information,visit www.miamidade.gov/taxcollector
CTQB
Construction Trades Qualifyinq Board
BUSINESS CERTIFICATE OF COMPETENCY
A. 02BS00795
- ADCO OVERHEAD GARAGE DOORS INC
i�4D.B.A.:
rERNANDEZ HUMBERTO
Is certified under the provisions of Chapter 10 of Miami-Dade County
VALID FOR CONTRACTING UNTIL 09/3012016
Property Search Application- Miami-Dade County Page 1 of 1
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Generated On: 10/13/2015
Property Information
Folio: 11-3206-014-1490
Property Address: 690 NE 93 ST
Owner HUGO MIRABAL
CLAUDIA GRANDAS
690 NE 93 ST
Mailing Address MIAMI SHORES,FL 33138
Primary Zone 1000 SGL FAMILY-2101-2300 SQ
Primary Land Use 10101 RESIDENTIAL-SINGLE
FAMILY: 1 UNIT
Beds/Baths/Half 2/11/0
Floors 1
Living Units 1
Actual Area 1,8�Sq.FtLiving Area 1,4mambo
Adjusted Area 1,608 Sq-Ft Taxable Value Information
Lot Size 9,675 Sq.Ft
2015 2014 2013
Year Built 1948 ----
County
Assessment Information Exemption Value $50,000 $50,000 $50,000
Year 2015 2014 2013 Taxable Value $263,214 $174,519 $171,201
Land Value $232,460 $164,312 $131,753 School Board
Building Value $80,754 $98,120 $98,120 Exemption Value $25,000 $25,000 $25,000
XF Value $0 $0 $0 Taxable Value $288,214 $199,519 $196,201
Market Value $313,214 $262,432 $229,873 City
Exemption Value $50,000 $50,000 $50,000
Assessed Value $313,214 $224,519 $221,201
Taxable Value $263,214 $174,519 $171,201
Benefits Information Regional
Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000
Save Our Homes Assessment Taxable Value $263,214 $174,519 $171,201
Cap Reduction $37,913 $8,672
Homestead Exemption $25,000 $25,000 $25,000 Sales Information
Second Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book-
Sale Price Pae Qualification Description
Note:Not all benefits are applicable to all Taxable Values(i.e.County,
Page
School Board,City, Regional). 10/15/2014 $365,000 29358-4736 Qual by exam of deed
03/01/2003 $230,000 21118 3182 2008 and prior year sales;Qual by
Short Legal Description exam of deed
MIAMI SHORES SEC 3 PB 10-37 04/01/1995 $0 17519-0548 Qual by exam of deed
LOT 8&E1/2 LOT 9 BLK 63
LOT SIZE 75 X 129
OR 21118-3182 3 2003 1
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser
and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http:lfwww.miamidade.gov/info/disclaimer.asp
Version:
http://www.miamidade.gov/propertysearch/ 10/13/2015
1-Story house, 12 Ft. max. main roof
� ...,.
900 0
.. ... .. . . . ..
. ..
. . . . . . . . . .
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... . . . ... . .
M®�E MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) I Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miAmidaae.Qov/economy
Clopay Building 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 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 9'4"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'!§ice:rack,
bottom angle,or inner surface.of a panel.
• . *Goo:*
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bee gJ1nge *see:*
in the applicable building code negatively affecting the performance of this product. 000000
.see@:
TERMINATION of this NOA will occur after the expiration date or if there has been a r ev"ero or change '
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of anyproduct,for •';"..
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with anys9t c�o>Z of ""'
this NOA shall be cause for termination and removal of NOA. •• •• •• •• 0000"
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,F�1W,end followed by the •••0;•
expiration'date may be displayed in advertising literature. If any portion of the NOA is displayed then it SMP;e done •
in its entirety. :*see:
.. . . ...
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distriet; s and
shall he 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 I 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.15-0225.06
CMIAMII-DADECOur�nr Expiration Date:September 20,2017
Approval Date:May 7,2015
jZgl7,dls Page 1
j .
Clonay 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 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.
B. TESTS "Submitted underNOA#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.
"Submilted 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-Sella,
P.E.
2. Corrosion Resistance Salt Spray Test,per ASTM B117,Report No.30160-04-63365,
prepared by Stork Twin City Testing Corporation,dated 01/26/2005, signed by John D.Lee,
P.E.
3. Ignition Properties of Plastics Test,per ASTM D 1929,Report No.3082919-500,VVMd by ......
Intertek Testing Services NA,Inc.,dated 09/16/2005,signed by Anti9jo Pbnaloza.... ••
4. Surface Burning Characteristics Test, per ASTM E84, Report jNp..3D82960.5%0 dated-•••'.
10/04/2005 and Report No.3094867SAT-001,dated 04/13/2006,prepa&d by Intertek Testing;
Services,NA,Inc.,signed by Javier Trevino and Anthony Penaloza. o o '
F. STATEMENTS 0 0
•••••
1. Statement letter of code conformance with the 2010 and the 5`h editiotr 2(?!1 )F13619su'ed by 0*•0:
Clopay Building Products Company,dated 02/18/2015,signed and s41184 b�Scott Hamilton, •�„
P.E.
2. Statement letter of code conformance to 2010 FBC no financial interest,issyqed by Clopgy ;"
Building Products Company,dated 07/06/2012,signed and sealed by Scott H ilthn,P.1;.
"Submitted under NOA#12-0710.06" y J�15
d4 Z
C los M.Utrera,P.E.
Product Control Examiner
NOA No.15-0225.06
Expiration Date:September 20,2017
Approval Date:May 7,2015
E-1
CLOPAY MODELS 4300 4301 4310 4400 4401.'HDC. HDGL "°_"- NA"°'"Y
CLOPAY MODELS H400. H401 H300. Xoo,1 f.1 H301. H310 SECTION B-B f ./foo xoo. OCL,�6-.AwOEsvoP :o
� zc-w Y-. R
HOLMES MODELS 66 67 66. 6200. 6201. 6203 /^•ETNL'o' 3 a 2Do3 ftoD«L:M 1Y"X.00/oI neA ON ownoeE
A /31/zoos foo a,Anm EHo nAE u NR 9YxL
TRACK CONFIGURATION
HORIZONTAL TACK SUPPORT 1/fol: AMNEo C9YnHIK ami Tow IK
2'X 3"A 0.038'MIN GALVANIZEO STEEL BACKER PLATES ATTACHED TO nET,M1� _ 4al"USMSE BY WOR INSTALLER(10 SUIT). b f/z9'z mt KE�d couoLwla.s Lx[w YES
HM 4 BONG TAPE. CErv2R HANG REWIRED FOR T f Lol6E.
DOOR SKIN CORM PATENTED TW-L-lW SYSTEM(NOT WSIBLE FROM DOORS DYER E'N10,
OU13IDE).REINFORCEMENT PLATES ARE LOCATED AT THE TOP ANO`D TOM OPTIONAL-IN IN IRT �- 0171diSL OTCORATIVE
OF EACH SECTION AT EACH HINGE LOCATION. yTAp_IN INS[RL / FRONT IMINE FACADE.
__ASA Q OPTIONAL:ONE ROW OF IMPACT-RE3157ANt `, -V[ANCAL TRACK ATIApHEg TO FLAG BRACKET
-- OIL KK IN Em1C3 LOP SECTION(SHOWN) L, - WlllT(I)3/e'.3/4'GARBAGE BOLT. -
�. SH NM-TO-THE-TOP SCCTION(NOT
SHOWN). J_ ( 73 GA GALV.WITH
(RAC RACKET.EACH,LAS SC TO
CANIS N SDE K,&ED T lI'. O.IBB� 7 WD00 JAMB WITM(0)3/16'.1-1/2'W000 IAC SdfEWS
SI 24 6 R FCIKIN MOLDED GE GFXAN
ACCORDANCE
AN WITH
I9GEO CC2 PLASTIC IN •� DOOR BRACKET NT
SEE SECTION 9-8 IBC/F8C ATILY HEIGHT"L" 1 %2 XS %8 % %B
---'" SEE SECTION B-B FOR ASSEMBLY OCiNLS. gfS�STPM -ESS YERNpt TRACK ATACHCD ro"K TIOLTAL
-i -
'•1 I' ''1 11;I GE ssc4laolc smucTURu iPACK M.(2),/.•:3/4•TRACK Boos. * -1
u ____ _ _ _ ONE-ACCT MXCnON SILICONE SEALANT. 7-O -1 A-0.08-
MtED GE IT
_
y StX2152i FRONT G 8-O 88 3-1 10 41
- - -
____ FRAME 6 OUTING., B-e 94 3-1 2 10 52'•
'- jll 'Il'1' 1��'D Iii))• it ¢ 2'ITALY.STEEL TRACK,
E{i • _____'i)'•_____ .)'__..__ _____ LOCK P091110TE(�Tx SIDES).SEE POLYSDMENE RETARCR g
LAYOUT O Gpl LOCK FOR DETAILS. FnEO TO FRAME TJRH TRACK THICKNESS.0.060'. 112 - 82' -
10-0 112 -1 82
s ----- OcI/B.3/a'PAN HEM _ - -
------�' ''l__.__�•'�''_____ l�il_____ NACNI SCPE'NS. 1 $�--
R TOP BRACKET - F
' - DOUBLE HORIZONTAL
-
TABLE 1 TABLE 2 T TRACK 1P'- 136" - 2" - -
1h:_____.{li �. 6 OF INSlAL1ER RETAIN 1 =6 ♦ -i 10 106 I
DOOR HEIGHT SECTIONS MODEL MODEL DESCRIPBON "Xa la 58, 2 6 1}0
__-�' 4W0 0 HO 68 8200 2]G MRP. MEPoOR SKIN SHORT PAGED PANEL �Y 14-0 71 3-1 ld 1 1
--_ UP TO 7'0• 4 4♦W HIW N A 24 GA MW.E%TERION SKIN.SHORT BASED PANEL S UBLF TB9K 1 - " ,•
TOX,r,�ymY.l """A I 7'3'TO O'4' S ♦4D H4 H 24 W MIN.EXTERIOR SKIN RUSH PANEL 'X3• AnRWM OPTION - - ,
D00ft WIOM 9'-0"--( 9'0'TO)B'6' 6 43 H}Oi W1051.
01EME1110"1":FLUSH I-ILL __ -
INc10[flNATION 10'9'TO 1'6* 7 ♦JIG,N310 HDGL,67,6203 27 G_MN.E%IERIOR SKIN;WIDE RASED PANE, G'-0 IJ6 9" B' 106" 1 0' 4'
1206'TO 14'0' 8 .�.L
M.2-1/1'x12 G0.GLV,STEEL TRACK BRACKET.
14'3'TO 15'9' 9 %1'.' (4)TRACK BR4CKETS PER SIDE(UP TO 8'HIGH).
"EHD GES 16'0 !D SECTION A-A �( riEV1$� (5)TRACK BRACKETS PER SIDE(UP 1p 10'HIGH.
Certo NiRndA WALK, (6)TRACK BRACKETS PER SIDE(UP TO 12'"IGH.
ME SNAP uTnl oN m MAX SECTION HEIGHT,21' w�"•T/'+ aF 01 (7)TACK BRACKETS PER SIDE(UP TO 14'.HIGH).
FAp 910E ei 000A > V.& (8)1RpCK BRILNEES PER SIDE(UP TO 16'HIGH).
L�ttK E SXJCOME F%1E0 CHMaR SEPARATES 06
AKIN BOL FAOM AND BM:K AOT OF DOUR.
=.a AGE xGNxs �7 PREPARATION OF JAMBS BY OTHERS
51"IOi LOy 1�� I'LL 2'.MICKF 1.93'7HCK,I/OD+9T NDIE:T"E DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL
N EYWO[0 Pas mENE BE 7NE RESPONS RL Y OF THE PROFESSK NAL OF RECORD FOR THE
HMroLE `dT aFACF M S�Oc FOAM WSIAATION-..TED 1y, BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING
iKSCK On or DOOR TO BOTH E-..AND CODES FOR TME LOAD$L14T£0 ON 145 DRAWING,
TI&11 AbE 2T M(0.01 b'YAP.) �ERIGT AIM.FOAM
OPOON a 000M1. UFACRRED BY...
Cl%TERIOR SIfR 9 ( .: .DMSTI rl INC,OR FLACON
RD S1RONn ]I> SA �
DRAYWNG QUAMD')YA7M '" FOAM' HORROMAL(TOP)JAMS
0-4o MM.G Y.LINKED- �,,` (2),2 w G4Y.s Fn oP JAMB TO SUPPORTING STRUCTURE ATTACHMENT (No LOAD FROM DOOR)
POlYE51ER PNHTEO TOP ROLLER BRACHEs C2-1/2'.
LMT APPLIED TO B09 CrCKET I
2-3/4' 2-1/4'(M(M. t SIDES OF 3 .mN NOl e:
1� ATTKJK0 W!(4)/14h/6'SEKEi THE LGD FROM THE DDDR IS TRANSFERRED TO SHE IMLK AND TITIN FROM THE IRAG%TO SHE 2x6
�JII (4)/I4a5/B'6xEEi YEIAI I METAL StlIE vERI1CAl SYP(GRADE(2 OR BETTER)JNA85.NO LOAD FROM THE DOOR IS TRANSFERRED TO THE
--0 I SCREWS -�- HORIZONTAL(i0P)JAMB.
' I I I GA GRW.ROLIEP MINCE. 2. ALL JAMB FASTENERS WY BE(BUT ARE NOT REWIRED TO BE)COUNTERSUNK TO PRO IDE A RUSH
EACH HINGE rASTENV TO END MOUNTING SURFACE. FASTENER
7'1/2' TONGDE AND STINTS WITH(4)/14+5/8" 3 A 1/3 STRESS INCREASE FOR WIND LOM WAS Ml USED IN THE CALCULATION Of ALLOWABLE LCOS FOR TYPE
0 OROOAE JdMTS SHEET METAL ANO(4) ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY:
(4)1/4'./4 MV I /413/4'SELF TAPPdG
TIPPING sDxEw6 D uRDYs,sfic MECO-B•. WOOD FRAME BUILDINGS
4L EN_L: s J _ STIP WADS OF DOOR OPENING SHALL BE FRAMED SOLID BT NOT LESS THAN(3)2.6 PRESSURE TREA7E0 SVP ),qK,DC
pnv W. Wex c
(GRADE/2 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME OBER
VIEW "B' }•TALL.20 G GLV.STEEL STRESS IN BENDING(F.)-SND WALLS TO BE CONTINUOUS FROM F007ING TO TIE BEAMS,
U-&R.TWO U-BARS PER
SECTION.EACH U-SAR BLOCK WALL OR CONCRETE
ATTACHED WITH 1/4'K}/4'SEF 2.6 SYP(GRADE/2 OR IT WOW JAMB SHALL HE ANCHORED TO GROUP REINFORCED BLOCK WALL OR 2.g VERTICAL JAMB
TAPPING SCREWS.(Z)SCREWSCONCRETE COLUMN.BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING
_ AT EACH END AND IMERMED. I BMS.E%FENDING INTO THE FOOTING AND INTO TIE BEAMS.ALL BMS SHALL BE CONTINUOUS FROM THE 71
JAMB (:ONFIGURATION STILE LOCATION. BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN.BLOCK WALLS AND CONCRETE COLUMNS TO BE
DESIGNED BY THE BULGING ENGINEER OR ARCHITECT OF RECORD-
2.6 W18MCKET
MB STOP MOULDING BY 0009 INSTALLER(TO SUIT). 2>M.(0016'wNJ INFERIOR STEEL
i IB GA.GALVANIZED STEEL ENO STILE ARAO�O WITH ONE WWI%ANE FNA.. WRH C-40
( c1aW,-to-ox PAYERANDA ?.5 JAMB TO SUPPORTIN( STRUCTURE ATTACHMENT
'�' FACTORY INSTAU.ED/8-IB K 1/2'WAFER-HEAD SCREW AND �� 84NEp-ON PdY[SIG PNN7E0 TOPNRTITER SECURED UPON INSTALLATION WITH HINGE SCREWS. OMT IED TO BOM SLOES OF xOT TO fK USCD FORSTEEL SKIN. MA%IMUM12LV.STEEL GALL.STEEL.BOTTOM BRACH". '1' I'''''': -
BRACKET ON CENTER
ATTACHED WITH(2)P-51'SHEET METAL ' DISTANCE STEEL
FASTENEDO JAMO SCRLWS. - }(1 '�-1�!,,/.WTM OR -X1-1/2' \ "' iFAASSTENERS PEW REDTWOODCREW PER MM.,8 GA CALV.STEEL MER MNCE AWMINUM MANSON k NMT.WFAMERStRIP. \ • BUILD -
09ACKET. FASTENED TO GRONOR SKM/BAdIER PLATE CORM CK HOL� 1/4'v]"(1-1/4'EMBED)ITW TAPCON CONCRETE ANCHOR(2-1/2'MIN.EDGE 0.TANCE) 10-1/2' 1'0.02STCIC TRACK (4)61415/8'SHEET METAL SCREWS. , 'ER TO TRACKT/,6-ROUND PUSNNUT IS INSTALLED ON EAU1 ROLLER SHAROE 4I W1 MIN. Gf DISBRACACH BRACKET ♦G0.ALV,STEEL Erv0 wxtC FASTENED i0 MD SACS W/(t)EACx 1 4 TUBE MPSON TRONC-TIE WED -ML WEDGEANC N. GE TANCE 21-I 2 INHED YATNT OM 614"9/e'SHEET METAL SCREWS k(4}1/1'6ELF TAPING SGEWS. �.. - 1 K 4 1- TM A T GRADE A 2- E DISTANCC 29 iLT&NUT OA ` • • •• THIS PRODUCT 001€01,I"TO THE C 1 K 2-1 2 48ED J-1 EV AN -1 MM EW 1 ANCE IHC •D
TWO 1/4'RIVETS. 2'10 BALL•A1�EL 16L♦ Il•(1-�/16 /16•X!J WRH REWIREAIEMS OF 11,E-20 0 TBC Fi%9[ANCHOR/SCREx STARDKG FROM BOTTOM AT NO MORE M01 HALF OF WXKCU4 ON CENTER DISTANCE,
STEEL 0F•MLON TIRE. • • • • • • • AND ME FIFTH EDQIDI)+f6G. ,. 5 HRMEST.INCIMR/SLEW INSTALLED AT IFASI AS INION AS IRE DOOR OPENING HEIGHT.
• •• • • • • ••• • DESIGN LOAD$: :F48.0' SF fj0.0 @SF. lepay 85M MIKE
ENC PROOWTS COMPANY N "/A "" B'ow.16'o•x
• • • • • • • • - •
F
1 p yD585 COKE BLVD•• ••• •• • • • • DCAGN ENGINEER: NASO OM 45040 :M,se,Ml WVML7ON.P.E. ' , g Products (s1»'no-4800 MORAM'P.E.x..632eb fOn B M pno3 s
- f'Rn„I,I.11
•• • • • • • • • •
••• • ••• • • •
WORST CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR -- COMMERCIAL SIZES
7S MPH, EXPOSURE C3 2010 FLORIDA BUILDING CODE (ASCE?-i 0
DADE CO., FLORIDA C0
THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO BASED ON %pw
THE FOLLOWING ASSUMPTIONS: '
1)THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE(ZONE 5) BuILDN PRODUCTS
ACCORDING TO ASCE?CALCULATION METHODS. A C riffort C"T4XZly
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 +36.01, -45.2 +36.4, -45.7 +36.8, -46.3 +37.3, -46.8 +37.7 -47.3 +38.01 -47.7
N 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
Fn 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
0 9'x8' +34.91 -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. +35.8, -43.5 +36.1, -43.9
WM8'x
+33.41
-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 +33.5, -40.5 +339 -40.9 +34.3, -41.4 +34.7, -41.9 +35.0, -42.4 +35.4 -42.8 +35.8, -43.2
+33.1, -39.8 +33.5, -40.2 +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' 24' 25'
8'x7
N 8'x8'' +38.3, -48.2 +38.7, -48.6 +39.0, -49.0 +39.4, -49.4 • ••••;•
+38.0, -47.4 +38.3, -47.8 +38.6, -48.2 +39.0 -48.6 •• •••••• •.
N
FD 9'x7' +38.0,;-47.5 +38.3, -47.9 +38.7, -48.3 +39.0, -48.7 •�•••• •••' """
C9 1 9'x8' +37.61, -46.7 +38.0, -47.2 +38.3, -47.6 +38.6, -48.0 """ ••••
z 16'x7' +36.4, =44.3 +36.7, -44.6 +37.0, -45.0 +37.4, -45.4uj ,�.•.•
.... •
a 16'x8` +36.0, -43.5 +36.3, -43.9 +36.7, -44.3 +37.0, -44.7 .....
D 18`x7' +36.1, -43.6 +36.4, -44.0 +36.7, -44.4 +37.0, -44.7 ..'.�� ts4 # see***
18'x8' +35.7, -42.91__+36.0, -43.2 +36.3, -43.61 36.6, -44.0 >si% ' A ••
....
THIS CALCULATION SHEET IS ONLY VALID � '
FOR THE FOLLOWING BRANDS: CLOPAY,
IDEAL, AND HOLMES. _
`O %TATE OF �
Scott Hamilton P.E. R
8585 DUKE BLVD. vy
MASON, OHIO 45040 � st:tt '���
(513) 770-4800 sig ature 5/17/2012
FLORIDA P.E. No. 63286
File: DADE CO WORST CASE 2010 R01 [RETROFIT]
I