WS-12-1432Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 176504 Permit Number: WS -7 -12 -1432
Scheduled Inspection Date: August 15, 2012
Inspector: Rodriguez, Jorge
Owner: CANAL, JOAN
Job Address: 62 NW 109 Street
Miami Shores, FL
Project <NONE>
Contractor: ACTSYS DOOR SYSTEMS INC.
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Garage Door
Phone Number (305)756 -8017
Parcel Number 1121360110220
Phone: 305 - 229 -4007
Building Department Comments
GARAGE DOOR
Inspector Comments
Passe
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
August 14, 2012
For Inspections please call: (305)762 -4949
Page 19 of 34
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Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type:
RECEIVED
JUL 2 7 Z012
Li) a
C 201
rt
Permit No. S I M 3�
Master Permit No.
ROOFING
JOB ADDRESS: (0'1- IQ W 1011 S C e et
City: Miami Shores n County: Miami Dade Zip: 16E
Folio/Parcel #: 1 I —g...1?) 0 ,�1� 0 LI ` ` .� 7/7-0
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): S) aM-• COVAC3. Phone#:
Address: (Q/ !v.jt. 9l`ae 4
City: au.L- MADAceS State: 5(l act_ Qq 9
8
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:
Address:���"� %UV 3l '' e_-
City: State:
C . Phone#: 0E —zzq - 4057-
zip:3,s t
Qualifier Name: S lAL - 211,143 V) -(A.)
State Certification or Registration #:
Contact Phone#: S - ` .. ZP Email Address:
DESIGNER: Architect/Engineer:
Phone#:
Certificate of Competency #: 01.
S
800
�411111Fr
Z8
Phone#:
Value of Work for this Permit: $ 610-+"
" 1 0-+
Type of Work: ❑Additio ❑Alteration
D : cription of Work:
rtir
Square/Linear Footage of W, k:
ONew nair/R nla w' ❑ emolition
t _ INITIMISMISIMN 04 1.0
• .
Color thru tile:
******** ****** **w**** ***** * * * * * * * ** ** **Fees ******* * * * *** ass• * ** ass * * *** **•x*** ** * **********
Submittal Fee $ �6 Permit Fee $ I/O CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ 1 ) .( OLD
•
•
•
4
t -
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exce
promise in good faith that a copy of the notice of commencement and construction lien law bro
whose property is subject to attachment. Also, a certified copy of the recorded notice of co ncement must be posted a
for the first inspection which occurs seven (7) days after the building permit is issued. [ jly bsence
inspection will not be approved and a reinspection fee will be charged.
g , 2500, the,applicant must
re will be delivered t the person
Owner or Agent
The foregoing instrument was acknowledged before me this'
day of� , 20 by A 4 n c_ o.. a. , day of
who is personally known to me or , . _ reduced a who is
sic
Signature
site
otice, the
The foregoing
Contractor St-
instrument
was acknowledged ++ before me this
, 201 +
by � o Ark lcr.0A
known to me j or who has produced
C — --a ntific'hion and w o did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commi
C,
APPROVED BY
FRANCM A REBeLLO
tlY COMMISSION 0 EE203340
EXPIRES June 10.2016
F
j90ii
as identification and who did take an oath.
NOTARY PUBLIC:
Plans Examiner
Structural Review
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /1012009)(Revised 3/15/09)
Zoning
Clerk
•
T
., I V ED
JUL 2 7 2012
M ml- Shores Village
MIAMI•DADE
COUNTY
A.RRRO \jFD
ZONING DEPT
MIAMI -DADE COUNTY
DUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ' I' S NT, AND REGU ATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) SUBJECT 10 CCNIPUANCE WTr?i ALL FEDERAL Miami, Florida33175 -2474
BOARD AND CODE ADMINIST ION DIVISIONI .( r�VLES AND REGULATIONST (716) 315 -2590 F (786) 315 -2599
NOTICE OF ACCEPT' www.miamidade.povipera/
Amarr Garage Doors.
165 Carriage Court
Winston Salem, NC 27105
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 PERA - 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. PERA 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. 1,
This product is approved as described herein, and has been designed to comply e th t e Flora Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000,'2000 Steel Sectional Garage Door up
to 9' -0" Wide
APPROVAL DOCUMENT: Drawing No. IRC- 9509 - 180 -21, titled " P1 1 He g nodel 655 Oak
Flush and Oak Summit lea " hefts Rtlir of 3, dated
Summit, (24 GA) 1000, 2000, Short, Long, g
03/14/2003, with revision B dated 10/13/2011, prepared by Amarr G age qo s t d ai`► sealed by
Tomas L. Shelmerdine, P.E., bearing the Miami -Dade County Produ ion. n s p 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, 3800 Greenway Circle, Lawrence,
Kansas, 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 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 # 09- 0604.03 and consists of this page 1 and evidence page E -1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
•l4IAMI.DADE COUNTY
APPROVED 604j/Z°1
NOA No 12-0228.12
Expiration Date: September 4, 2013
Approval Date: May 3, 2012
Rile 1
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• Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. IRC -9509- 180 -21, titled "Model 950 Heritage & Model 655 Oak Summit, (24
GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels ", sheets lthrough 3 of 3, dated
03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and
sealed by Thomas L. Shelmerdine, P.E.
B. TESTS
1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test
Report # A7420.01.-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E.
2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test Lab, Inc.,
Test Report # ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W.
Johnson, P.E. "Submitted under NOA # 12- 0228.09"
"Submitted under NOA # 08-0718.01"
3. 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
along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with
Durasafe, 24 ga. Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test
Report No. ATL 0311.01 -03R, dated 06/22/2006, signed and sealed by David W. Johnson,
P.E.
"Submitted under NOA # 03- 0502.01"
4. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No.
3DM 297, dated 04/09/2003, signed by Robert Kelly.
C. CALCULATIONS
1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and
sealed by Thomas L. Shelmerdine, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest issued by
Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tomas L. S � lmerdine, P.E.
tO
E -1
Curios M. Utrera, P.E.
Product Coptrol Examiner
NOA No 12- 0228.12
Expiration Date: September 4, 2013
Approval Date: May 3, 2012
•
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13 GA GALV. CORMER
TOP PULLER BRACKE�"T
ATTAINED V/14) V4' x
B/B' TEX HEAD SCREWS
PER BRACKET
ADJUSTABLE RULER CARRIER
ATTACHED V/ OO 1/4' x 1/8'
BOLT L OTT PER BRACKET
3 B/B' ERBA R -TRUSS ATTACHED
Wi(8)1/4'x0/B'
HEX HEAD SCREWS AT
EACH CENTER STD.E
E' 10 FALL STEEH.
B' MEN REALER
TYPICAL TOP FDITURES
N.1S.
SEE BASLE 10 EN PALE 2 FDR
- REC@OEIIDED REVISOR CONFORMATION
1454 'DURASAFE
CENTER HINGE ATTACHED
WI (4) 1/4' x B/B'
MK HEAD SCREWS
TYPICAL DURASAFE CENTER HINGE
N.T.S.
tTO7
T
I -RI_ 0111K1 •■E
ADJUSTABLE SLIDE BRACKET
ATTACHED WOO I/4-BD x
5/8' TRACK BEATS AND
14 GA DURASAFE AJUSTASLE
ROLLER CARRIERS ATTACHED TO
3 5/8' ENGA R -TRUSS WOO
1/4 X 6/e HEX HEAD
30 R-�
ATTACHED V/ (4)
1/AHE D9 HEX
3 3/4' NM.
SEE 4PLACEHENT
R 3
9'-A' MAX
INSIDE ELEVATION
N.T.S.
14 GA. DIIRASAFE
END HINGE ATTACHED
HW SCRE4GA. DURASAFE
WS
FOR STRUT SPAN 5
N
CARRY ATTACHED
TO END STILE W/ (3) 1/4' x 3/B'
HEX HEAD SCREWS PER CARRIER
10 BALL STEEL
9' LOO STEM RORER
•
SLIDE LOCK ENEMIES INTO VERTICAL
TRACK ON KITH SIDES 5/B' BIN
ENGAGEMENT (SNAP BAR OPTIMAL) ATTACH LATCH. L/4'
3/411EX HEAD SCREWS
5' THICK
RW D UN EXTERIOR F
• B ON POENSER FINISH •
STILE STIFFENERS CO
LOCATED IN NNE ON TOP SECTION ONLY
RULES ACCENT STRUT STRUT
S REMISED
TYPICAL STILE STiFFENERRO
N.T.S.
TYPICAL DURASAFE END HINGE
N.T.S.
(PUDD� )
QO IN OA CENTER STILES
ATTACHED VIM R)
ICS -L-LOC AT THE TIP AND
BUTTON BTU FACE
20 GA. ATTACHED IT SltEL END 0)) TEN-L-
70 C EDD
TD DOCA8 SIGN AND @)
TEN1.-LDC AT TEN � DIA
al/te TALLETEIER
WIG' x 1 Ur LAO
J
SCREW CD PER BRACKET n v BMA. STRUT
OD 1/4' X 6/8'
HEX HEAD SCREWS
AT END AND STILES
6/11T X AS GA.
m 1/4-20 x B/8'TRAC( (3 R- TNISS)
BRACKET SPLICE NIT PER
JAMB
oar
NNE SHm LJAN
TRACK MOIJNTING DFTAII No. z at BETTER)
N.T.S.
TOP�CONERNAL
FD ATTACHED WI
(4) 1/4' x 6/8' HEX HEAD SCREWS
ADJUSTABLE SLIDE BRACKET ATTACHED
V /(E) 1/4' x 1/E' BOLT AND Nl(S
B -TRUES
PER SECTION
14 GAGE
NN- RNy tI
N.TS.
6A FLAG BRACKET ATTACHED TO WOOD
V /BCD 5/I6 BRA. x 1 -5/B' LAG BID.TS AND TO
TRACK WI (4) 1/4,410 x 5/B TRACK SPLICE
BELTS AND NUTS
3 3/871 X EE GA (3 B/8'
R -TRUSS) 16LLV. STEEL R -TRUSS
ATTACHED V/ N) 1/4' x WV
HER WAD SCREWS AT EACH END
STILE AND ® 1/4' x B/E' HEX
HEAD SCEWS AT EACH CENTER
STILE
STRUT AT
IOTTON PANEL
. STEEL RETAINER
W/ BOTTOM SEAL
TRACKS AT MN LOCATION M1l$ _
4) 170 JIM DITHi (3 SPLICE DNA. x 1 -5/B-
LA8 BOLTS
) B/TB' DNA x 1 -6/8'
AATT EA JAMB BRACKET
12 OA ON.V. STEEL.
JARS IMAGINES
ATTACHED 6i (1) 1/-20
TRACK T A'
& NUT
SEE (TABLE 3) EN PAGE B
FEN JANE BRACKET SPACING
TRACK CU(FlWRATICN FOR 8'8' UP TO 14' TALL DOORS
LARGE NISSLE
ITV PACT RESISTANT
ATTACHED BUTTON BRACKET
13 GA. MP
HEX HEAD SC
CREWS
TYPICAL BITTCH BRACKET()
tLTS.
PRODUCTSEY138D
LaketteigayalliethenotKIK
KoaKissea
•
REV TEND= OF MON DOE BY
A ARMS101102YAFTAIMELOSSICSNMD 01- 11-085161
B UDIIDTOIICIOO 10/6/8 AR
MAX SIZE
9' x 14'
DESIGN LOADS
+51.1 PSF
-BQ3 PSF
• RE RIS E
RESISTANCE
163 CARRIAGE NINE V9(STC:- SALEM. N.A. 07101 WIANWR.CIN
MODEL 050 HERITAGE (86 GA) 1000, 8000
MODEL 055 OAK SUMMIT_ (24 GA) 1000, 8000
SHOES. LONG, PLUSH, AND OAK SUMMIT PANELS
BKE RUN BT Si RUE 53/12J25 MAWR MIMER
B Mao BY MI BAR o)AUIO IBC -9509- 180-21
wan RODS L 50*111NS PE IC Ka ORME BEET I OF 3
STRUT SPACING (BASED ON RECOMMENDED
SECTION CONFIGURATION)
000 D ®DD
ME SiENIESIENIE
® 58" 11•1•1111111�
vilEEPREEICtiallMingegr
m T0"
9' ®IL
i
11' 51/2" 16
.f f
0
Btm 0 #3 #4 m #6 m
1251MIMI MI MI
1121.111NNEttligi
� I
®M ®[611®ii
WEIMICIIIIIMECO
0
SPECIFICATIONS AND NOTES
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR.
2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:
+230.0 LBS/FT & -271.4 LBS/FT
3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DANA
4. DOOR ROLLED FORMED, W/ SHALL BASEDEON 24 GA. POLYESTER FINISH EXTERIOR SKIN
8. DOORS UPTO 7'O" HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) 3 5/8' R -TRUSS PER SECTION
6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2
ON PAGE 2
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
B 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 COL AND TENSILE
TESTED ACCORDING TO ASTM E -8 BY A DADE COUNTY APPROVED LAB
SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A
YEAR. THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST
REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM
COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED
STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH
OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE
COUNTY UNDER THIS NOTICE OF ACCEPTANCE.
14' EMI 16"L
ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY
•
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WOOD JAMB ATTACHMENT TO STRUCTURE
1/t'A 3' Lit SCREWS STARTING 6' FROM ENDS THEN 20' 121.a 1/2' EMINENT)
INENT)
HELM KW( T 3/8' B 4• ARTING 6' F ENDS THEN 24' O.C. CD 1/2' EMBEDMENT)
HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 18. O.C. C! 1/4' EMBEDMENT)
ITV/RANSET REDHEAD CTRU -DOLT) 3/2' X 4' STARTING 6' FROM ENDS THEN 24. OR. CD 1/2' EMBEDMENT)
P X A VFRT11161 JAMB ATTACHMENT TO HOLLOW C-90 BLOCK
SIMPSON 1/4' X 3' TTEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS
C3' APART) AT 8' dG Cl 1/2' EMBEDMENT)
HILTS 1/4' X 2-3/4' KVIK -COI 1I+ SCREWS* STARTING 6' FROM ENDS, USE PAIRS OF
FASTENERS C3' APART) AT B' GC. Cl 1/4' EH®EDHENT)
P X A VFRTIC L JAMB ATTACHMENT TO OR C -60 & TICK CA000 PSI GROUT)
HILT! SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 22' Od: CI 1/4•
EMBEDMENT) COR, USE FASTENERS FOR HOLLOW C -80 BLOCIO
LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH manias SURFACE,
APREPARATION OF WOOD JAMBS BY OTHERS
OY OESISPIN CMS= DOE BY
A ATW18WIDBIOHBC NEG20ARDA]>D 06 -11 -N S19
8 UMADDi0181BID 10(0/0 6O
max eveee 11SHEL' ...
DESIGN P LOADS e.��Q�•�C�PoS •.gp' +,i
—8413 PSF m k'Z; No 8048579 '=>"`
163 CPIDIK# COURT VDM)TON- SALEM, M6 RIND VVVIDIARRZOI
MODEL no BERErAOS (26( G) coo. woo
NOBEL 056 LONG.FFLU AND K 1000, PAN
non OA%) 1000, 2000
Off WA2I BY LIJ DATE 0I MD R=
AOB
B GREOD DO Off amt temp IRC- 9509 -180-21
DORIS AWOL MOW P£ UG BA OM OEET 3 6 3
Wind Load Door Measurement Sheet AT.0000in.
CARACI DOORS
Please send Completed information for each door via e- all (preferred)
fax, or post to:
E -mail: engineerinadeotpamarr.com
Please place "Wind Load Door Measurement" in the subject line.
Fax: (336) 251 -1908 or (336) 251 -1901
Engineering Dept
Attn: Windload Door Req
Amarr Garage Doors
165 Carriage Court
Winston - Salem, NC 2710
Required Dimensions`.
+sr
'SO OK
41-/4
1) Door Openings (Width x Height) r.. -----
2) Mean Roof Height. Also known as average roof height. This is found by taking the
distance of roof peak from the ground plus the distance of the eave from ground
and dividing the sum by 2. Example: 10' from ground to eave and 20' from ground
to roof peak has a mean roof height of 15' (20' +10')/2 =15'.
3) Measurement from door opening to the nearest corner of the building
4) Building footprint (length and depth of building)
Required Photographs:
464 1-1
1) Picture of building taken from the curb (or front of house).
2) Picture showing door opening and the nearest corner of the building.
1.10 0A>34.-
(Ala WI
Required Information:
Home or Building Owner: a Q
Street Address: 60, c $vv L° State: F or da Zip Code: 3.516g
County: ,►_4 Dade (146 mph Exposure C) ❑ Broward (140 mph Exposure C)
Dimension #1) Door Opening: Width 9Jt 'x Height TO (Example 15' -6 ") +t
Dimension #2) Mean Roof.Height: It 1 � .�'��� -(ptt _ '� - - --2 ��q
Dimension #3) Distance from door opening to nearest corner of building:
Dimension #4) Building footprint sketith with dim ens ons.
separate sheet
'3
w or on
BHG
(0 9 -07
.31 0 .E
STRUCTURAL SOLUTIONS, P.A. Project No.: 12 -002
5921 -G West Friendly Avenue Date: 7/23/2012
Greensboro, North Carolina 27410
Garage Door Windload Design Pressures
The following Design Pressures have been calculated in accordance with ASCE 7 -10
Chapter 30 Part 1 for Components & Cladding, based upon the design parameters listed below,
using the Load Combinations in Section 2.4.1.
Building Address: 62 NW 109 St
Miami Shores, FL 33168
Garage Door Width: 8 ft
Garage Door Height: 7 ft
Basic Wind Speed: 175 mph
Exposure: C
Mean Roof Height: 12.5 ft
Least Overall Horizontal Dimension of Building: 41.25 ft
Distance from left building corner to edge of garage door opening: 2 ft
Distance from right building corner to edge of garage door opening: 12 ft
Roof Slope: any slope
Positive Design Pressure =
Negative Design Pressure =
35.6 psf
-40.5 psf
Design Assumptions:
The building is considered "Enclosed" as defined in ASCE 7 -10
The Topographic Factor for the building is 1.00.
The building and garage door measurements shown above were provided to Structural Solutions, P.A. by
others. These calculations do not address the structural adequacy of the jambs or other supporting structure.
These calculations merely determine the Design Wind Pressures for the given garage door size and building
geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the
responsibility of Structural Solutions, P.A.
This document is only to be used in conjunction with Amarr Garage Doors
° S' °S E EA ���s —�
v v'+v mo
�l • a+
ATE OF o:�a
its• Thomas L. gielNiurd0ine, PE
STRUCTURAL SOLUTIONS, P.A.
Florida PE# 48579
J:\2012 Projects \12-002 Amarr 2012 Retrofit Doors \62 NW 109 St Miami Shores_FL_33168 \Garage Door Pressure Calculator 7- 10.xIs