WS-15-2665 Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-246062 Permit Number: WS-10-15-2665
Scheduled Inspection Date: October 29, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge
Inspection Type: Final
Owner: WYBROW,JOHN&JACQUELINE Work Classification: Garage Door
Job Address: 1000 NE 96 Street
Miami Shores, FL Phone Number (786)651-7979
Parcel Number 1132060143560
Project: <NONE>
Contractor: ADCO OVERHEAD GARAGE DOOR INC
Building Department Comments
INSTALL 9 X 7 MIAMI DADE HURRICANE DOOR(NO Infractio Passed Comments
GLASS) (NOT WINDOW) PLAIN SOLID GARAGE DOOR INSPECTOR COMMENTS False
NOT IMPACT LITES, THE GARAGE DOOR IS SOLID
CLOPAY NOA 15.0225.16
Inspector Comments
Passed
Failed
Correction
Needed
Re-inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
October 28,2015 For Inspections please call: (305)762-4949 Page 18 of 33
`SNoars y� Miami Shores Village r
10050 N.E.2nd Avenue NE
Miami Shores,FL 33138-0000
i 3
'ear- o Phone: (305)795-2204f<ORlD
I.: Expiration: 04/17/2016
Project Address Parcel Number Applicant
1000 NE 96 Street 1132060143560 JOHN&JACQUELINE WYBROW
Miami Shores, FL Block: Lot:
'Awrlvwl ,`4
Owner Information Address Phone Cell
JOHN&JACQUELINE WYBROW 1000 NE 96 Street (786)651-7979
MIAMI SHORES FL 33138-
1000 NE 96 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 869.00
ADCO OVERHEAD GARAGE DOOR IN
..... . , Total Sq Feet: 63
Type of Work: iNSTALL 9 X 7 MIAMI DADE HURRICANE 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 $0.60
Invoice# WS-10-15-57483
DBPR Fee $2.00 10/20/2015 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 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 tr for to do the work stated.
October 20, 2015
Authorized Signature:Owner / Applicant / Con ractor / Agent Date
Building Department Copy
October 20, 2015 1
Miami Shores Village
i
Building Department OCTo 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 20N
BUILDING Master Permit No. we, 1S " 2( 6s
PERMIT APPLICATION Sub Permit No.
R/BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
pp CONTRACTOR DRAWINGS
10B ADDRESS: I DO c-) �L "nn 11 1 b4
'22 �j
City: Miami Shores
r� County: Miami Dade Zip: ;)(3,.�2
Folio/Parcel#: J—3'X ff0--OI`11 ''� "-35(-)Q Is the Building Historically Designated:Yes—NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE:cc'' FFE:
OWNER:Name(Fee Simple Titleholder): .Ol ri A . wvb r q) Phone#:,)% —(0!5( —7 q 7 I
Address: I oOO W e Q(D
City: k i G m i 5 h C res State: F __ Zip: 3 31,39
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: Phone#:3C6=9�K6 X
Address: 76 7-7 sl_
City: 6 rn I
- � �e_S,ttate: F/— Zip: 3.31 &6p
Qualifier Name:_ttt3t�Y1 ber+C �_rtr—CxtudZ Phone#:
State Certification or Registration#: Oa �' 00 7 q 1!5� Certificate of Competency#: ()2—j3S00t q,5
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 2(09'-00 Square/Linear Fo tage of Work: 3
Type of Work: ❑ Addition E] Alteration ❑ New Repair/Replace ❑ Demolition
D cription of Work: i ns—J61( fAkarm W
k7 R 1 Ili _1_"00
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ ® ``J CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ (�—f `
(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 47i� 6S')BPignature
OWNER or AGENT CONTRACTOR
The fore o�ing instrumentp�acknowledged before me this The fore n instrumeentt w nowledged before me this
l�T 'day of vv 20 r , by �d"ay of V 20 � by
�d // is personally known to �' � Wally known to
me or who has produc �l.! as me or who has produced
SANDRA GALANO
identification and who did take an o fa. identification and who did tak
sa ue Notary Public -State of Florida
•••,�4 HUMBERTOFERNMDEZ ,r: I :. =My Comm.Expires Aug 15,2016
NOTARY PUBLIC: * * MY COMMISSION#FF 181641 NOTARY PUBLIC: Commission#EE 827190
Nf
EXPIRES:
December 7,2018
Budget NotarySentes
Si Sign:
Print: Q Print:
SANDRA At NO
Seal: 1Pnr Pu .. Notary Public-State of Florida
4 •¢, HUMBERTOFERNANDEZ Seal: ^
- �- My Comm.Expires Aug 15,2016
MY COMMISSION#FF 181641
* * Commission # EE 827190
,I EXPIRES:December 7,2018
*********rrs** QEtF# \***Book!Th** r*S **Tt
**** **rr*** *********r *r*r ********** ******** s******** ***
9 �APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Property Search Application- Miami-Dade County Page 1 of 8
r b
3
� t „
1"
Address Owner Name Folio
SEARCH:
1000 NE 96 �T Suite Q f
PROPERTY INFORMATION
Folio: 11-3206-014-3560
Sub-Division:
MIAMI SHORES SEC 2
Property Address
1000 NE 96 ST
Wami Sh..)res, FL 33138-2552
Owner
JACQUELINE P WYBROW
JOHN R WYBROW
Mailing Address
1000 NE 96 ST
MIAMI SHORES , FL 33138
Primary Zone
1400 SGL FAMILY-3001-3250 SQ
Primary Land Use
0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT
Beds/Baths/Half 3/2/0
Floors 1
Living Units 1
http://www.miamidade.gov/propertysearch/ 10/20/2015
r
ilk
MIAMI•DADE
w� Ny,Y MIAMI-DADE COUNTY
P UCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCE R) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/cconomy
Clopay Building Products Company
8585 Duke Boulevard OCT ' Q 2015
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: Single Car W7 Steel Pan Sectional Garage Door up to 9'-0" Wide w/
Optional Impact Resistant Lites (DP+42.0,-48.0 PSF)
APPROVAL DOCUMENT: Drawing No. 101702,titled"Single Car W7 Pan Door with Impact Resistant
Lites",sheet 1 of 1,dated 06/13/2008,with revision 06 dated 02/2015,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 copl Sf MC e4ti*IJOA liar lg•Ifrovided to the user by the manufacturer or its distributors and shall
be available for inspection at li=e jab:si$4 tU4:gdest of the Buildin'g Official. _
This NOA revises NOX U-0-0625W aid lonsilts of tftis page I an&ovidefi&pages&I and E-2,as well
approval document mentioned above.
The submitted docljmej44tion Aas,rpyjewedpy 4;# los)V)
.. ..
ruaru•nAOE Cou — ( x ra lon D te: August 21,20 8
- 7'.
- eppmmal tp• Mav Ie ?n 5
••• • • • • • • i ,,,�•,,�/
i i•i i s ����'` ' C
QT CC n ,', LI/.NCE V!M-i ALL FEDERAL Page 1
••• • • • ••• • •
'17/7 tri Af,lf� izF-C'ii`L!�T'�^-iS
Clopay Buildin¢Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 101702,titled"Single Car W7 Pan Door with Impact Resistant Lites",
sheet 1 of 1, dated 06/13/2008, with revision 06 dated 02/2015,prepared by Clopay
Building Products Company, signed and sealed by Scott Hamilton,P.E.
B. TESTS "Submitted under NDA #08-0618.03"
1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94
5)Tensile Test per ASTM E8
Along with marked-up drawings and installation diagram of 9'x 8',24ga steel garage
door Model 94W7 with windows,prepared by American Test Lab,Inc.,Test Report
No. ATLNC 0305.01-08, dated 05/28/2008, signed and sealed by David W. Johnson,
P.E.
2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels,
prepared by Stork Materials Technology,Test Report No.30160-04-63365, dated
01/26/2005, signed by John D. Lee,P.E.
C. CALCULATIONS "Submitted under NDA #08-0618.03"
1. Jamb anchor calculations,prepared by Clopay Building Products Company, dated
06/13/2008, signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
.. ... . . . . . ..
. . . . . . . . . .
. .. . . . . ... .
..• ••• ••. Carlos M.Utrera,P.E.
Product Control Examiner
' NOA No 15-0225.16
Expiration Date: August 21,2018
Approval Date: May 14,2015
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
Clopay Buildine Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS "Submitted under NDA #08-0618.03"
1. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM
G155 of Lexan SLX2432T Clear Polycarbonate,prepared by Hurricane.Engineering
&Testing, Inc., Test Report No. HETI-06-A002, dated 12/04/2006, signed by Rafael
E. Droz-Seda,P.E.
2. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear
Polycarbonate, prepared by Hurricane Engineering &Testing, Inc.,Test Report No.
HETI-06-T566, dated 12/04/2006, signed by Rafael E.Droz-Seda,P.E.
3. Test report on Tensile Test per ASTM D638-96 of Lexan SLX2432T Clear
Polycarbonate,prepared by Hurricane Engineering&Testing,Inc., Test Report No.
HETI-06-T634,dated 12/04/2006, signed by Rafael E. Droz-Seda,P.E.
4. Test report on Self-Ignition Temperature per ASTM D1929,Rate of Burn per ASTM
D635, and Smoke Density per ASTM D2843 of the Lexan Plastic,prepared by ETC
Laboratories, Test Report No. ETC-06-1024-17496.0,dated 05/26/2006, signed by
Joseph L. Doldan,P.E.
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.
"Submitted under NOA #13-0625.06"
2. Statement letter of code conformance to 2010 FBC,dated 06/13/2013, signed and
sealed by Scott Hamilton,P.E.
3. Statement letter of no financial interest issued by Clopay Building Products Company,
dated 06/13/2013, signed and sealed by Scott Hamilton,P.E.
.. ... . . . . . ..
.. ... .. . . . ..
Carlos M.Utrera,P.E.
.• . •0: . •:0
_ . • Product Control Examiner
'
0 0 0 . NOA No 13-0625.06
.. . . . . . . . .
% . . . . . . ..
Soo . . . . . Expiration Date: August 21,2018
Approval Date: May 14,2015
. ... . . . . ... . .
E-2
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
4 3 2
(X6PAY IMELS 84A. 94, 98, H94 ADDED IMENDED HEIGHT MODELS
H[)EAL MODELS: 4RST, H4ST, 4F END STILE ATTACHED TO DOOR SIGN MIN MEWED TOO-L-LOC SYSTEM.END STILES 1041 06/13/001
HAVE(2)TOG-L-tOC CLINCHES AT TOP AND(2)AT BOTIONL ALONG THE TRW FACE SECTION B- 1251 1/06,12 ADDED OP-1-THPALF—TANT LIJES.
0,
HOWL$-MOIDE1,5: 48 2.1:SECTIONS MVE(6)TOG-L-LOC CLINCHES;A TAt'0' 0/2 15 UPGA DOE COMPLIANCE—1—
I SECTIONS HWE(4)TOG-L-LOC CLINCHES
jRK!J_cONP1-G TION HEIRIZO T&TRACK PPOR7
(1)INTERIM IL STILE BETWEEN EACH EMBOSS. _npuRO,,,A BY DOOR INSTALLER(TO SUIT). FIR T
OR LFIR T BRACRTT
-LO 2)AT IOIA&BOTTOM] WOWS MR r W.I. EILE 11ORIZONTAI
L apngfft DECORUM MK
E CENTER 1 11"1
E.5 4SWE(Cj K
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SNAP-Im INSCRY. FRONT FRAME FACADE D
SSG400MAC SFftCTURA-
D ONE,NOW Q, aUAvFFG Nr mm IKONE SFA,AM` YERT, TRACK ED TO FLAG BRACKET
TOP SECTION=OR mr-TO-ME-ToP L WITH(I)zF/r.3/v CAPRAOC GOLI.
SECHam(-
A, MAN.GLANNG SIZE IS ZVTOE 11'. 2 13 GA,RALK STEEL FLAG BRACKET.EACH FASTENTO TO
F
------------ 0 MUECDO. 1EXAN �2.3 T. WOOD.0 RITH(3)5/1
APNRMD M2 PLASTIC IN ACCORDANCE WIN
RIC
MjFBC 26M.
SEC
MONI 9-8 FOR MSEMOL'MARS, DOM S
NPAC,INS TO HEIGHT 'L "XI' I'X2-I-X -X4-I-X5-1�0-
V
0,
ONE-PIECE (2) TRACK e-S.
MOLDED GE MLEXZ" 66
ITT SUK2432t TAM
fRAAIIE&CUA2FWO _0
SEE Ifff RMEO HINGE W-6- 94" 58, 82'.
DETAL POLYSTINN, WARREN I r - -su-
0 0 0 0 FAWNED FRAME WITH 7"GAW STEEL TRACK. 9 z WE SIT-
F 106 -1
SEE END HINGE TAIL, WI&S.21/41*PAN HEAD IF TRACK THICKNEM QOSW. V6.--0 T-12 -
WPM
-5a:-
4' -SAL- 92" 106"
LOCK POSITION(—SIVIEST.SEE
'X4 2 0
OF EACH LOCK FOR DETAILS IV,OALY
TABLE I STIAL T.
FAST-EN DESC
MODEL NOGEL DOOR HEIGHT
C I"-,fl fMk 4B E—U,RAISED PANE,cmY.Hrm snuEs, PREPARATION OF JAMBS BY OTHERS C
BAR, -'s WF-THE DESIGN OF THE SUPPORTING STRUCRFRAL ELEMENTS SHAM
BE WE RESPONSIBILITY OF WE PROFESSIONAL OF RECORD FOR THE
0 L BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING
9'-0- SECTION A- 110,�T,01*2. CODES FOR WE LOADS LISTED ON THIS DRAWING.
NONUECAFFM Ir=
(NO LOA F
00 .7 1 C N)a
0 0*0 24 GA-(0.023V MIN,THFCK)DDS STEEL 2'THICK JA B ;0 ORTING RUCTURE ATTACHMENT
00 INSIDE ELEVATION (MIN.YIELD 35.7 KSI)E - I
0 G-40 GALVANIZING,=US-,.=
0 �NAP.1.ENGAGES 0 a AND A BWED-ON POL TER PAINTED
ONTO YEITICAL'RACK 0 TOP COAT APPILIEC)To DOW SIDES OF 1. �WE LM FROM DOOR IS TRANSFERRED To WE TRACK AND THEN MOM THE TRACK 70 THE 2.6
ONE SNAP Lq D STEEL SION.(ASTM N�A653). VER`C&Syp(GRADE 12 OR BETTER)JAMBS,NO LOAD FROM THE DOOR IS IRANSFERRED TO THE
(TOP)
INIER, RE ALL�q FASTENERS MAY RE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVEE A FLUSH R
INTER.S STILE BARK MOLIFIRING SURFACE FASrE
7 GUIDE E---V--—LOCK Gk GAJLV�STEEL TOP SS WREASE FOR Mo LOAD WAS HE USED IN THE CALCUIATION OF ALLOWABLE LOADS FOR TYPE
OUTSIDE ENGAGE$INTO 3 A 1/3 W
OUTSIDE HANDLE WRTICAL.T K. ROLLER BRACKET ANCHORS AND FASTENERS FOR STEEL.CONCRETE AND MASONRI
KEYED BAR ONE LOCK ON (2-,1/82;A&5if3Aj. INGS
LOCK EACH SIDE OF HIO WOOD FRAME BV1LD
HANDLE ENGAGES I DOOR. SHEET S Nt BE TRAINED SOLK0 BY NOT LESS IAN(3)2.5 PIIESSUIE TREMOZ MAX.D.C.
W/(4)S�14.5/8 (,'UO E�,�S OF DOOR UPE T., XTREM R
TRACK 0. OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NO E E
MELLM,KMQ-LQCA EACH SEE lam SUM sm MET& REWS. IN BEEME"(Q.STUD WALLS TO BE CONTINUOUS TAM FOOTING TO TIE DEWS,
540P-LATGH�DCFT--� LDCX_DA8_LQMEC OF DOOR. L1A-K-QPM L
BLOCK WALL R CQNCRLTF
E3 I A GA.GALV.STEEL 216 SYP(GRADE 02 OR BETTER)WOOD IAMB SHAIL RE ANCHORED TO GROW REINFORCED BLOCK WALL OR r 24 Will B
END C .BLOCK WALL CELLS SNUILL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING
B=�E COLUMN
EKIEV il)'INIV EXTENDING INTO THE F007NO AND INTO TIE REAMS.ALL MRS SHW BE CONTINUOUS FROM ME TIE
2-3/4'1 1-/4 SOL
IASI
' 14.5/8" VANS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN BLOCK WALLS MO CONCRETE COLUMNS 10 BE
OF W(T(A DESIGNED BY THE BUILDING TREMOR OR ARCHIECT Of RECORD-
IS ''
SHP LAP J0 SHE L SCREWS
(4)#IA-5/6' &(4)1/4,S
SCREWS INTS.—
maftcrRaMw TAPPING SCREEIF
WS.
8=00ft GA.MY. 2x6
7�1f2-- 7-112- 2-1/4'TAL.20
STEEL(MIN.YIELD "0 (mm TO RE USED FOR ATTACHMENT Or TRACK BWKEIS)
�)"%4'0/4*SEV U-SAR.TWO U-8ARS PER MAXIMUM
NG SCROMS L&0_29=14 SECTION.EXCEPT THIRD ON CENTE
SE CH WAS ONLY 0 E STEEL
14-OA-M-Iflum HUGE "N WHI
'C HE U-W.EAC U-BNR BMEEN WAS RS
ATTACHED WITH 1/4'SELF BUILDING TYPE FASTENER 7YI`E FASTENERS REQUIFFICO?
TAPPING SCREWS. (2) -C--9O-BL-6EK-FHDLL0W OR
JAMB CONFIGURATION SCREWS AT EACH END" OWE 1/4'.r(1-t/4'CMRED)ITIN 7APCDR CONCRETE ANCHOR(2-1/2'MIN-EDGE DISTANCE) 10-1/2- 1-0-0.
BMY DOOR INTERNET) STILE LO(AiTm. 4 99 ITW-TAPCON CONCRETE ANCHOR 2-1 Z MIN. W DISTANCEI 24' 1,0 D.
.000 PSI MIN. I�4:E 1'(L- ED 5MM—KE)
;7MLER`Dosurr)
16.
13 Ok GALV.STEEL BOTTOM IR:I A
20�MIN.GALV.STEEL END STILE. BRACKIET 3-1/2" 5-1/21 47� INCLUDED
20 Gk MIN.GAILY.STEEL WERM.STILE.2'.2- (WIT.(2)
ATTACHED 14.5/�"
�.U* CENTER DISTANCE.
TA'
EA1
FRI
IME,
ON
DO
aw
SHEET NIET&SCREWS. FIRST IG
12 GA,DAILY.STEEL TRACK NTG.CS!W%�`RM.T=AL FROM BOTTOM AT.N
T
LED AT L.�T AS Kw, , .
BFWX I FASTENED TO WOOD 19 .,- L, .,
JAMB MIN OF[.�E ALUMINUM EXTRUSION&VFHYL WEATHERSTRIP.EXTRUSION A
HE
A WOOD LAC SOREN PER BRACKET, ATTACHED FIRM 18.1/2'SELF TAPPING SCREWS AT to'
ON CENTER SPACING[(6)SCREWS ON 9-W DOORI S 7 ..E. �ESIGN LOADS: +42.0 PSF & -48.0 PSF.
18 GA,GALV.MEL WER.FRUDC—ED TO CENTER 14 1 . -
2-MV.STEEL TRACK FASTEN-ED STILE /(.)EACH 1-5/8-SNEET METAL Clapay TOLERANCES "00, 03 SIZE
ACK h; 9
TO TRACK BRACREls.EACH 06"—0 NSHAUT IS.%&Im ON EACH R.Um SHAFT. S.I.d 01--- A NOTEf)' I OF�1 'O"W "2'0"H
BRACKE ATTACHED
T "OR—Two I.CA.MI.—F.—FASWNED TO END StFUES w/(,q MN 66/
ED WITH .0000 !E.007�'
4-.5/8-SOLT RNETS 114.5/8-�EET METAL SCRIEWS&(4)1/4'SELF TAPPING SCREWS. Deqre�6 ;,1/2' UESCRIIPTIC. SINGLE CAR W7 PAN DOOR
rI//4'RIVETS. CLOPAY BUILDING PRODUCTS.. r,610. WITH IMPACT RESISTANT LITES
THIS PRODUCT CONFORMS TO THE 8585
R QUIREMENTS OF THE 2010 FDC 2-10 94L STEEL ROLLER Building Products DUKE BLVD.
AND THE FIFTH EMT*N FI WITH STEEL OR HYLTON TIRE� MASON. 0 45040
HID ''C-C D Y, 4" D
Company (513) 770-4800
------------
4 3 2
WORST CASE DESIGN PRESSURE CHART
RETROFIT GARAGE DOOR - COMMERCIAL SIZES
175 MPH, EXPOSURE Cq 2010 FLORIDA BUILDING CODE (ASCE7-10)
DADE CO., FLORIDA
THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO BASED ON C k-
THE FOLLOWING ASSUMPTIONS: ����� PRODUCTS
1)THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE(ZONE 5)
ACCORDING TO ASCE?CALCULATION METHODS. A rt'# or) CovTp 1»J
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
Lu 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 91x7' +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' +34.9, -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
w 16'x8' +33.4 -40.4 +33.8 -40.9 +34.2 - 1.3 +34.6 -41.8 +35.0 -42.3 + .4 -428 +357 -43.1.O
1810' +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 +33.51 -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' +38.3, -48.2 +38.7, -48.6 +39.0, -49.0 +39.4, -49.4
Lu 8'x8' +38.0, -47.4 +38.3, -47.8 +38.6, -48.2 +39.0, -48.6
N
v5 9'x7' +38.0„-47.5 +38.3, -47.9 +38.71, -48.3 +39.0, -48.7
0 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 +36.7, -44.6 +37.0, -45.0 +37.4, -45.4
w 16'x8 +36.0, -43.5 +36.3, -43.9 +36.7, -44.3 +37.0, -44.7
CL
co) 87 +37.0, -44.7, , . , .
*�+y♦8'x8' +35.7, -42.9 +36.0, -43.2 +36.3, -43.6 +36.6, -44.0
THIS CALCULATION SHEET IS ONLY VALID *» No 6328 **
FOR THE FOLLOWING"BRANDS: CLOPAY,
IDEAL, AND HOLMES. • • • • • • • •
•. .•• •• • • • •• f 0 STATE OF
Scott Hamilton, P.E. ,�'�' R' !
8585 DUKE BLVD. �•• : ••
MASON, OHIO 45040 .. 4z
see 0
(513) 770-4800 ` sig azure 5/17/2012
FLORIDA P.E. No. 63286
File: DADE CO WORST CASE 2010 R01*[LT:20FI1]
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