WS-17-2724 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone:(305)795-2204 Fax: (305)756-8972
Inspection Number: INSP•293645 Permit Number: WS-11-17-2724
Scheduled Inspection Date: December 13,2017 Permit Type; Windows/Shutters
Inspector: Riveron,Alexis
Inspection Type: Sinai
Owner. STEAD,JEFFREY&MARIA Work Classification: Garage Door
Job Address:33 NW 98 Street
Miami Shores,FL 33138- Phone Number
Parcel Number 1131010330150
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
REPLACE GARAGE DOOR WITH WIND CODE GARAGE Infractio Passed comments
DOOR INSPECTOR COMMENTS False
Inspector Comments
Passed Reschdual by maria stead
E�21
Failed
Correction
Needed I
Re-inspection
Fee
No Additional inspections can be scheduled until
re-inspection fee is pold.
December 12,2017 For Inspections please call:(305)762.4949 Page 19 of 37
Permit NO. WS-11-17-2724
Miami Shores Village Pe it Type:Windows/Shutters
10050 N.E.2nd ANW
venue Pen�� ' Work Classification:Garage'Door
Miami Shores, FL 33138-0000 Permit Status:APPROVED
Phone: (305)795-2204
Issue Date: 11130/2017 Expiration: 0512912018
Project Address Parcel Number Applicant
33 NW 98 Street 1131010330150
Miami Shores, FL 33138- Block: Lot: JEFFREY&MARIA STEAD
Owner Information Address Phone Cell
JEFFREY&MARIA STEAD 33 NW 98 Street (786)295-6812
MIAMI SHORES FL 33150-
33 NW 98 Street
MIAMI SHORES FL 33150-
Contractor(s) Phone Cell Phone Valuation: $ 875.00
HOME OWNER
..,,.... ... .......; �_. ...,.. ..._... Total Sq Feet: 0
Type of Work:REPLACE GARAGE DOOR WITH WIND CODE Available Inspections:
No of Openings: 1 Inspection Type:
Additional Info:REPLACE GARAGE DOOR WITH WIND CODE Review Building
Classification:Residential
Review Building
Scanning:3
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $0.60
Invoice# GS-11-17-65669
DBPR Fee $2.00 11/30/2017 Credit Card $74.60 $50.00
DCA Fee $2.00
Education Surcharge $0.20 11/16/2017 Credit Card $50.00 $0.00
Garage Sale Fee $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $0.80
Technology Fee $0.00
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 AFFID IT: I certify that all th foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and - Fu ermor authorize the above-named contractor to do the work stated.
UkNovember 30, 2017
Authorize Signature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
November 30,2017 1
Miami Shores Village RECEIVED
/X Building Department NOY 1 �», g
\ 10050 N.E.2nd Avenue,Miami Shores, Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER.(305)762-4949
C 2
Foiq
BUILDING Master Permit No. w S �� Z'(
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
( CONTRACTOR DRAWINGS
Q - "
JOB ADDRESS: NU � 0 �
City: Miami Shores County: Miami Dade Zip: KVQ
Folio/Parcel#: �� —��0 I .. 33 Sy Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: 1 Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): Phone#:
Address: 33 A_ 5mij it
City: &,(.N.. �n State:_r'V Zip: el33l�.r^��
Tenant/Lessee Name: Phone#: Of 6) 24C-68 I a"
Email:
CONTRACTOR:Company Name: 6 oww`/ Phone#:
Address:
City: State: Zip:
Qualifier Name: Phone#:
State Certification or Registration#: Certificate of Competency#:
e
DESIGNER:Architect/Engineer: Phone#: ,
Address: City: State: Zip:
Value of Work for this Permit:$ l Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New �• E:1Repair/Replace EJDemolition
•
Description of Work: ftvx AAfj
a fit %W LAA C.o)t jAnOA
exbL:F+'k'.:•.w++a^'/'a.M14u+1`wf..:.r...kAY.Wti...iwY�'Y•Jb l�4�••.•••
Specify color of color thru tile: r' `"` `r • 's
Submittal Fee$ Permit Fee$ CCF
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
i
Bonding Company's.Name(if applicable) F
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. t
"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 j 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 CONTRACTOR
The foregoing instrument was acknowledged befoFe me this The foregoing instrument was acknowledged before me this
� 0 day of V 0 20 l , by day of 20 , by
o is personally known to who is personally known to
me or who has produced me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sig Sign:
Print: Print:
Seal: _ MAHARAI K.Gpb
Seal:
R MY COMMISSION
EXPIR S:Nove
%Fob�t°•' Bended ThNaary p
APPROVED BY ans Examiner Zoning
Structural Review . Clerk
(Revised02/24/2014)
11/16/2017 Property Search Application-Miami-Dade County
OTFIFICE OF TH 'm P" PER H APPRAISER
Summary Report
Generated On: 11/16/2017
Property Information
Folio: 11-3101-033-0150
Property Address: 33 NW 98 ST
Miami Shores,FL 33150-1736
Owner JEFFREY STEAD t t
MARIA STEAD
33 NW 98 ST
Mailing Address
MIAMI SHORES,FL 33138 USA
e
PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ
Primary Land Use 0101 RESIDENTIAL-SINGLE
FAMILY:1 UNIT
Beds/Baths/Half 2/11/0
Floors 1 '
Living Units
Actual Area Sq.Ft
Living Area Sq.Ft �
Adjusted Area 1,580 Sq.Ft Taxable Value Information
Lot Size 7,650 Sq.Ft 2017 2016 2015
Year Built 1951 County
Assessment Information Exemption Value $50,000 $50,000 $50,000
Year 2017 2016 2015 Taxable Value $148,846 $144,757 $143,404
Land Value $168,558 $168,558 $124,474 School Board
Building Value $118,277 $118,564 $118,850 Exemption Value $25,000 $25,000 $25,000
Taxable Value $173,846 $169,757 $168,404
XF Value $34,440 $34,803 $22,882
City
Market Value $321,275 $321,925 $266,206 Exemption Value $50,000 $50,000 $50,000
Assessed Value $198,846 $194,757 $193,404
Taxable Value $148,846 $144,757 $143,404
Benefits Information Regional
Benefit Type 2017 2016 2015
Exemption Value $50,000 $50,000 $50,000
Taxable Value $148,846 $144,757 $143,404
Save Our Homes Cap Assessment Reduction $122,429 $127,168 $72,802
Homestead Exemption $25,000 $25,000 $25,000
Sales Information
Second Homestead Exemption $25,000 $25,000 $25,000
Previous OR
Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sale Price Book- Qualification Description
Board,City,Regional). Page
07/14/2017 $435,000 30637- Qual b exam of deed
Short Legal Description 2562 y
MIAMI SHORES SEC 6 PB 10-39 27965-
LOT 22&E1/2 LOT-21 BILK 128 09/27/2011 $100 3026 Corrective,tax or QCD;min consideration
LOT SIZE 75.000 X 102 20070- Sales which are disqualified as a result of
OR 20070-1794 12 2001 4 12/01/2001 $0 1794 examination of the deed
09/01/20001$118,000 19311 Sales which are qualified
0578
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://www.miamidade.gov/info/disclaimer.asp
Version:
,SN° s Miami Shores Village
Building Department
10050 N.E.2nd Avenue
�r
Miami Shores, Florida 33138
Tel: (305)795.2204
Fax: (305)756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: DATE: I
ADDRESS: J �y . / `1�►'�� S1�y� �� 331��
Do hereby petition the Village cf Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have
read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner
must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption
allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the
construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a
cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or
lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built
for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.it is your responsibility to make
sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on
your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and
with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all
applicable laws,ordinances,buildings codes and zoning regulations.
Please read and initial each paragraph.
1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an
exemption from the law.The exemption specifies that 1,as the owner of the property listed,may act as my own contractor with certain
restrictions even though I do not have a license.
Initial
— \6
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and
is not hiring a licensed contractor to assume responsibility.
Initial \6
3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential
financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the
contractor is required by law to be licensed in Florida and to list his or license numbers on permits ar{�tl1,contracts.
Initial yt7
,4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also'build or improve a commercial
building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially
improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the
construction is com plete,the law will presume that 1 built or substantially improved it for sale or lease,which violates the exemption.
Initial-
5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction"
Initial (Jf,�
6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It
is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance.
Initial
r
i
7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously
implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to
serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's
insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance
coverage for injuries to workers on my property.
Initial
I-
8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the
work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by
me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the
Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow
these may subject to serious financial risk.
Initial 6
9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and
requirement that govern owner-builders as well as employers.I also understand that the
Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations.
Initial—5
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States
Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry
Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.htmi
Initial
11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
33 AIQ ffr' 6V
N'... 3,vs i F, 2-0 , Initial
12. ]agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on
this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the
Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial
loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or
employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder
permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of
the contractor's workers compensation coverage.
Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local
permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property
owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued.
Was acknowledged before me this day of_ N , 20
611
By l_ Q who was personally known to me or who has �? '
g <
2� 0
Produced ther icense or as identification. z in
y
J g�
C:
OWNER INOTARY N
Florida Building Code Garage Door Windload Design Pressures Report#DPR-171113-A-01
Page 1 of 2
The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida
Building Code(American Society of Civil Engineers, SEI/ASCE 7-10), Section 1620 for"components and cladding"
(Exposure C), 175 mph ultimate wind speed for Dade County.
Address: Jeffrey Stead
33 NW 98th St
Miami Shores, FL 33150, Dad C n cEl E/E®
Garage Opening Size: 8'0"x7'0" NOV 3 o ?O,,
Mean Roof Height: Less than 15' of Slope: Not provided (use greater than 10 degrees)
Measured Minimum Building Dimen . 4
P Y QL4f.,
Measurement of Nearest Garage Door Opening to Building Corner: 210"
Positive Design Load: +38.1 PSF(see page 2) Negative Design Load: -43.8 PSF(see page 2)
The following Clopay Building Products Company Doors meet the requirements for the stated loads:
Clopay Model 84A/94/4FW8(solid), 8'0"x 7'0",Approval# 16-0531.05, Dwg# 103287, Windload Capacjy."0;49'-62 P.V •••
Clopay Model 84A/94/4FW8(with opt. IRL),8'0"x 7'0",Approval#15-0225.03, Dwg#103547,Windbad CapaoitY-X48/-54 PSF. •
•••• •• •• •••••
•••••• •••• •••••
•• •• •••• ••••••
The design loads shown above area are based upon the measurements listed above for"eryclMd'building$, and
require that the door being installed meets the requirements of Section 1626 of the 5th Ed Florida Buildi+Geae(2014f"••
for windborne debris in high velocity hurricane zones. Design Loads are in accordance with Allowable Stress Design load•.
combinations. No further load reduction factors are permitted.
The related calculations do not address the jambs or structural adequacy of supporting members. The building official is
the final determiner of the suitability of the garage door connections for the particular buiding or home at the designated
location.The"structural interface"of the designated door is the existing door jamb. The structural capacity of the existing,
designated door jamb and associated building frame must be confirmed adequate by a certified registered professional
engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are
provided on the certified, approved drawing, as listed above.
��•��,�� HAA4/4"I.I.-,,
*: No 63286
Scott Hamilto , P. '.�� �•,•� C R,CP.•�Z��
8Florida P.E. o. 63286 '� S,pNA
585 Duke Blvd.
Mason, OH 45040
(513)770-4800
11/21/2017
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Florida Building Code Garage Door Windload Design Pressures Report#DPR-171113-A-01
Page 2 of 2-Retrofit Calculations for the Designated Door for Jeffrey Stead
NOA and Site Specifics and Components
1. Dade County,coastal region,flat terrain,no escarpment.
2. Existing building,enclosed structure, Exposure C(FBC 1620).
3. Mean Roof Height=Less than 15'
4. Building Ian and front elevation indicating the designated retrofit door opening:
I'•- ,�
•• FTEPS
�111f l7.fl
-. • r
a rA.F.`
]•.7p'
Y b0.t4
.1 v One 070;0• a
I RE9ceXCE
N f
sna- e.�s cx
Plan Elevation
Design per SEI/ASCE 7-10 ALLOWABLE STRESS DESIGN
1. Ultimate wind speed,V ult=175 mph,at sea level(Fig.26.5-1),Kd=0.85(Table 26.6.1).
2. Nominal wind speed,V asd= 135.5 mph(Table 1609.3.1).
3• Exposure category=Exposure C;velocity pressure coefficient Kz=0.85 for Less than 15'mean roof height
(Table 27.3-1).
4. Topographical factor not applicable.Flat terrain,no escarpments,Kzt=1 (Section 26.8).
5. Enclosure classification is"enclosed building"(Section 26.10).
6. Internal pressure coefficient,GCpi=+/-0.18(Table 26.11-1). :.••:•
7. External pressure coefficient,GCp:There are three external pressure coefficients,GCp,for components and cladding and thereUre�:
garage doors. The first external pressure coefficient is for positive pressure and the other two coefficients for negeliva'nessures. •
One negative pressure coefficient is for'Zone 4'and the other coefficient for'Zone 5'. Zone 5 is the wall region iri the comer of We"
building(also called the End Zone)defined as"10%of minimum width or 0.4h(h=mean roof heigAr waicaever is smaller,but d4t9.9:
less than either 4%of minimum width or 3 ft." Zone 4 is the wall region that remains after subtractiog 2684 5. 0' . : ' •
See Figure 30.4-1. 0000 •• •• 0000.
.00.00 0900 ..•••
For the subject building,the Zone 5 region is defined as 10%of the minimum building dimension, 4 • •42'10"�- 28 ft.Since
J 9 9 9 gfl4•�4L( )=3• �•
the garage door opening is located 2'0"from the corner,this means that 2.28 ft.of the door is witho ZdheCS,and+5.72 U.of the�4gr9
is within Zone 4. :00600
The area'A'of the subject garage door is per the definition of'Effective wind area'in Section 26.2 At qel//ASCE 7;%0.('Fol ••••
components and cladding,the effective wind area is the span length multiplied by an effective width that need not be 41 than one-
third the span length'). In other words:(Door Width)(Door Width/3)_
The area W=21.33 sq.ft.
+GCp= 1.1766-0.1766*log(A) =0.9419.
-GCp(zone 4)= -1.2766+0.1766*log(A) =-1.0419.
-GCp(zone 5)= -1.7532+0.3532*log(A) =-1.2838.
8. Velocity pressure qz=.00256*Kz*Kzt"Kd*V asd2 in Ib/ft?(psf)per Section 30.3.2.
qz=(0.00256)*(0.848884152077903)*(1)*(0.85)*(135.5"2)=33.91 PSF
9. Design pressure,p=qz*(GCp-GCpi).
Positive design pressure:p=(33.91)*(0.9419+0.18)=38.05 PSF.
Negative design pressure for Zone 4:p=(33.91)*(-1.0419-0.18)=-41.44 PSF.
Negative design pressure for Zone 5:p=(33.91)*(-1.2838-0.18)=-49.64 PSF. �*k%C` S HAM/4��'�i,
Since 71%of the door is in Zone 4,and 29%of the door is in Zone 5,the weighted average is: �� G0.• ...... •. rp
(41.44)*(71%)+(-49.64)*(29%)=-43.78 PSF. �• 0 ;��G E N,S+F•,•Z
Rounding up to the nearest tenth,the final design loads are:+38.1 PSF15-43.8 1 No 63286
Scott Hami,611,44 =
Florida P.E. License No.63286 �';. STATE OF .:�UJ
8585 Duke Blvd.
�'� (� R O• > �.
Mason,OH 45040 '�i`SS N�`�
(513)770-4800
11/21/2017
LOT 6 LOT 5 i N N
I BLOCK 128 BLOCK 128
.. ........ .. 1 m
S'::': ::;';•10.0'f ASPHALT PAVEMENT :: :': o:::::::
:.'. ......:.75.00' (R&M) �:' I
N s
3.70'
LOT 22 I N
24.0' POOL 3' 'o
h
6 BLOCK 128 ►�Y
S S I
5.90' 0.90' I
0' 10' 20' 9.69' .. ..s
1 Inch - 20' ft. , , STEPS d V 20.75' - :
\,•' Q••' 10 I
o b 13.70'
REMAINDER OF TILE
LOT 21
BLOCK 128 20'4 I o in I • •
17 AC ONE STORY M ••• ••
N 0.6 $ RESIDENCE r N :: 1 • • • ••••:•
p33 p41. • • •
N 13 I •• • ••• % ••
0. r���1 3.60' r oi: ••• •• • ••••••
-o
0.16' c 1 T' b 0.54' I •i•i•• • •
34.00' •, r_Y ••••••
92' 10.0• 2045' I Qr!• • • • •
E'25' 1.70 e' 7.0g •-2 O • ••• ••
PL 2' ••�• • •••••
• •
LOT 21 COtJC: TILE I •.•••• • •• •••••
BLOCK 128 ZI DRIVE . I • •
•' '. I i3 Y 1500:' EABIS 17►48EARING ••
1
.5 M) c m ' •145.00' • i i• ••••••
:::::
' 'f.LR 1/1' ••• ' ' 75.00' (R)
l.Jt 1 ".i' ..a. B.� • �••••�
10.0 %5 1M.. F.I.A. r
o ••
13 30'PARKWAY
20.0'' 11 0' 19.0' 16.0' �f 0'""":.
............... ..........
73'RIGHT-OF-WAY(BY PLAT)
1�90't L}3PH4LT PAVEMENT ........
N.W..::98th STREET
DINTS OF INTEREST:
ENCES CROSS LOT LINES.
MAP OF BOUNDARY SURVEY �� YCERiffICAT1oN IHERMCERTTFYTHAr TN15'000NDARYSURVEYISA TRUE
AND CORRECT REPRESEN7ATTON OF A SURVEY PREPARED UNDER An'WRECTION.THIS
COMMIES IMTH THE MINI' STANDARDS.ASSET FORTH SY THE STATE OF
FLORIDA BOARD OF S10NAL SU S ANO MAPPER IN CHAPTER 3!117.051,FLORIDA
Property Address: ADMINISTRATIVE USUANTTOSEC 472027.FLORIDA STATUTE&
33 NW 98 ST
MIAMI SHORES,FL 33150
STA 3101
STAtt o
*nfinelgand SIGNED �tr s FOR THE FIRM
MIGUEL ESPINO P.S.M.No.5101
SURVEYORS,INC. STATE OF FLORIDA
15271 NW 60 AVE,Suite 206 NOT VALID WITHOUT AN AUTHENTIC ELECTRONIC SIGNATURE ANO AUTHENTICATED
MIamlLakes,FL33014
ELECTRONIC
L EDONIC0AL FLANDO ETHISMAPISNOT SURVEYOR NNDVMAPPERTHWTTIESIONAT'1EANDORIGWAL
www.Onkn6La ndSurveyors.Com
Survey Date:6/22/2017 Survey Code:0-34965 Page 1 of 2 Not valid without all pages.
MIAMMDiADE MIAMI-DADE COUNTY
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.mismidedL.gov/econom-
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; 0000
......
This product is approved as described herein,and has been designed to comply with%h V14rida Buildia§
Code,including the High Velocity Hurricane Zone. ...... •••• •
DESCRIPTION: Steel Pan W8 Sectional Garage Door up to 9'-0"Wide(DP+54.6;•62.0 PSIS • ;•0•
APPROVAL DOCUMENT: Drawing No. 103287,titled"Steel Pan Door up to 9'W+54/--62 PSf."ItSet 1 •
through 3 of 3,dated 03/03/2005,with revision 06 dated 04/2016,prepared by Clopa)-18tAing Products •••••
Company,signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County fta4uct Cgfitror; "•"•
revision stamp with the Notice of Acceptance number and expiration date by the Mimi-37ade County 0000"
Product Control Section. •.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufactur ' address,model :•:••
number,the positive and negative design pressure rating,indicate impact rated if applicable;instaftNion: •
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 renews and revises NOA#15-0603.02 and consists of this page I and evidence pages E-I and E-
2,as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No 16-0531.05
a
ADE COUNTY Expiration Date: September 15,2021
Approval Date: July 21,2016
�? 13120/G Page 1
Clouay Buildine Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 103287,titled"Steel Pan Door up to 9'W+54/-62 PSF",sheet I through 3 of 3,
dated 03/03/2005,with revision 06 dated 04/2016,prepared by Clopay Building Products
Company,signed and sealed by Scott Hamilton,P.E.
B. TESTS
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,TAS 202-94
5)Tensile Test per ASTM E8
along with marked-up drawings and installation diagram of 9'x 8' 24 ga steel garij d4w
Model 94W8,prepared by American Test Lab,Inc.,Test Report No;AITNC 0622.01-15,
dated 07/13/2015,signed and sealed by David W.Johnson,P.E. '
2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized'QpWd and OG90 panels. ......
prepared by Fenestration Testing Laboratory,Inc.,Test Report No.7$94,*dated 10/01/1014, �••••
signed by Idalmis Ortega,P.E. '•••'•
.... . .....
"Submitted under NOA#05-0316.01" •
3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBV TA�202-94� •
2)Large Missile Impact Test per FBC,TAS 201-94• •
. . . . ......
3)Cyclic Wind Pressure Loading per FBC,TAS 201.794 ;•••••
4)Forced Entry Test per FBC,TAS 202-94 •• ;•••';
5)Tensile Test per ASTM E8
along with marked-up drawings and installation diagram of Specimens A,B,C and D Clopay
Model 94,9'x 8'24 gauge garage doors,prepared by American Test Lab,Inc.,Test Report
No.ATLNC 0827.01-04,dated 10/22/2004,signed and sealed by William F.Wescott,P.E.
C. CALCULATIONS
1. Anchoring calculations prepared by Clopay Building Products Company,dated 05/23/2016,
signed and sealed by Scott Hamilton,P.E.
"Submitted under NOA#05-031&01"
2. Fastener Attachment Calculations prepared by Mark Westerfield,P.E.,Sheets 1 &2,dated
03/03/2005,signed and sealed by Mark Westerfield,P.E.
Gf13 Zo16
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 16-0531.05
Expiration Date: September 15,2021
Approval Date:July 21,2016
E-1
Clopay Buildine Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 5`h edition(2014)FBC issued by Clopay
Building Products Company, dated 05/23/2016, signed and sealed by Scott Hamilton,
P.E. 0 •
2. Statement letter of no financial interest issued by Clopay Buil*g rrgduct; ompany, 0090:6
dated 05/23/2016, signed and sealed by Scott Hamilton,P.E. •' :...:.
...... . ......
"Submitted under NOA #15-0225.04"
3. Statement letter of code conformance with the 2010 and the 5a'ejrj4gri(201;1•)-P8C
issued by Clopay Building Products Company, dated 02/18/20"4glaed andsealed ..:..'
by Scott Hamilton,P.E. 0
.. .. .. . ......
. . . . ......
.. • •.•
00
t 3 ZO1G
Carlos Nt Utrera,P.E.
Product Control Examiner
NOA No 16-0531.05
Expiration Date: September 15,2021
Approval Date:July 21,2016
E-2
4 3 2 1
CLOPAY MODELS 94 84A 93 98 4f HOLMES MODEL 48 SHEEr REVSIONS
1 OF 3 REV. NO. ZONE. GATE: ECN 170. APPVD: DESCRIPTION
END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG
SYSTDA.ALL SECTIONS HAVE(2) O< - 1/2012 - SH AFFIRMED COMPLIANCE WITH 2010 HBC.
CLIN HIS AT THE TOP AND(2)CLINCHES AT THE BOTTOM OF EACH END STILE. 05 - 2/2015
$TILES - SH UPDATED CODE COMPLIANCE STATEMENT.
' ENO ON IB'SEC IONS HAVE(4)CLINCHES EVENLY DISTRIBUTED ACROSS THE FACE OF THE SECTION, 06 4/2016 - SH REVISED SECTION C-C BASED ON NEW TESTING.
END SRLES OV 21•SECTIONS HAVE(6)CLINCHES EVENLY DISTRIBUTED ACROSS THE FACE OF THE SECTION.
D ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION.ATTACHED W/PATENTED p
TOG-L-IOC SYSTEM(TWO TOP RAIL.k TWO BOTTOM RAJL)AND URETHANE AOHESNT
(KONG CENTER).
Fm
-- ROLLER END HINGf.SEE VIEW
C INTERIEDIATE HINGE /14.5/8" SHEET
SEE VIEV T•. METAL SCREWS
.1n
a{
1/4'x3/4'SELF
�u ( 3•U-BAR.SEE SECTION TAPPING SCREWS
A-A FOR DETAILS O O
CC
14 CA. END HINGES 18 GA.INTERMEDIATE MNCE
VIEW •0ILI . vlFw c.
DCK POSI7ILW
<BOTH SIDES).
® ® ® ENO
STILE.
, ( A
I-----MAK.DOOR WIDTH-9'-0• OUTSIDE 1 .
INSIDE IFVA7ION IANDLE. LDCK BAR
ENWES IN
TRAC(ON
EACH SIDE
OF DOOR. B
B Q71T$IQFFV
KFD LDFK TION
LOCK BAR LOCKING,
SNAP LATCH ENGAGES
DOOR HEIGHT 8 OF SLIDE BOLT LOCK ONTO VERTICAL TRACK.
SECTIONS END ENGAGES INTO WSIDEOF
6'0' TO 7'0' 4 STILE VERTICAL TRACK.ONE LOCK ON
7.6• TO 8'9' 5EACH SIDE OF
'9'0' TO 10'6" 6 DOOR.10'9• TO 12'3' 7 ffHA ft12.6• TO 14.0' 8 OUTSIDE0 . AAi 14'3• TO 15'9' 9 IN40 S IOF T KEYED•••••• IOCK OPTION. HANDLE10 MFACTURING PRODUCT CODE
i
* o 6 t„ ' •• ••• �)T�.IF KE7sD LOCK WITH •w PAN-2F143
C„�* - • • �AP•AT I�cK.oPB,oH• DESIGN LOADS: +54.0 P.S.F. & —62.0 P.S.F.
PRODUCT REVISED PART No.: N/A
b: L$•ILV ¢ • • •• • • • • •
4»—.P MM the r10r1•. 1NNs SbIN d...I.. 8385 Ouue Bonle.ard vINBLOAD RATING A
A i:'9 t STA OF :4r�t •uildhl•i•ai • •• • • • • ••• • C'� ,a Naseti ON 45MD LISA
i%��'•. P' NOA 11a 16.0531.05 • • • • • • • • TOLERANCES— � p y I Na sls-7m-4Bro W8 D P 5 4 �
�i�fi• O R 1�.:��♦� •• ••• •• • • • •• .0- 3.W I P-h-b E4T"7 Fm NA 513-770-4853 i
/�trS'•••...• a ♦� EKptr•B !.09/15!2021 .00. =.015 DESCRIPTION: STEEL PAN DOOR UP TO 9'W+54/-62 PSF
,APA/i�NA�A�` - 0000. 3.007 DRAWN 8Y: RJK DATE:04/071 SCALE: NTS
( owc.D
DESIGN ENGINEER: t D"—- 31/z CHECKED BY: SH DATE:o3/O3/o SHEET 1 Of 3 512E B
SCOTT HAMILTON, P.E. • ••• • ••• ••• ••• U•,1,,,srxw oM..I„
F I 6 • • • • • • • DNEN9d6 AAC n nKN6.DWG. NO.: 103287 VER:N-D
4 3 • • • . • • • 1
r
. • • • • • • • . •
••• • • • ••• • •
4 3 2 1
CLOPAY MODELS 94 84A 93 98 4F HOLME5 MODEL 48 SHEEN REVISIONS
2 OF 3 REV. NO. ZONE: DATE: ECN NO, APPVD: DESCRIPTION
O6 - SEE REVISION HISTORY ON SHEET ONE.
D r 2•THICK D
HORIZONTAL
OMP JAYS
(No LOAD DOOR)
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
I. ALL THE LOAD FROM THE ODOR IS TRANSFERRED TO THE TRACK AND THEN FROM TINE TRACK TO �•
THE 2.6 VERTICAL SYP(GRADE/2 OR BETTER)JAMBS.NO LOAD FROM THE DOOR 6 12 GA GALV. STEEL TOP ROLLER BRACKET
TRANSFERRED TO THE HIORRONTAL(TOP)JAMB. •�(2-1/2'x 5-3/B'). EACH BRACKET ATTACHED
2.EACH VERTICAL JAMB SEES A MAAMUM DESCH LOAD OF+243 LB&-279 I.B.PER LINEAR W/(4) /14x5/8'SHEET METAL SCREWS.
Ftp FOOT OF JAMS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET
TYPE 3.ALL.MMB FASTENERS MAY BE(BUT ARE NOT REWITED TO 00 COUNTERSUNK TO PROVIDE A
RUSH MOUNTING SURFACE. WITH (2) 1/4'x1/2' BOLTS AND NUTS PER
4.A 1/3 STRESS DKRrSE FOR WIND LOAD WAS&II USED IN THE CALCULATION of ALLOWABLE BRACKET.
(AADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY.
SNP W JOINS.
MAX.D.C.
PREPARATION OF JAMBS BY OTHERS z4 GA (o.ozz'MIN.THICK)DDS STEEL T4 GA. SIPL STEEL END HINGE. EACH FASTENED
NOTE:THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SWILL SKIN (MIN.YIELD 36.065 PSI)WITH G-40 TO END STILES W/(4) /14x5/8'SHEET METAL
SCREWS @ (4) 1/4'SELF TAPPING SCREWS
C BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE GALVANIZING, BAKED-ON PRIMER ANDA . C
2x8 WRnx JAMB BUILDING OR STRUCTURE AND N ACCORDANCE WITH CURRENT BUILDING BAKED-ON
POLYESTER
o BOTH SIDES P STEEL SKIN.. 1
CODES FOR THE LOADS LISTED ON THIS DRAWING.
1
1
VIEW 3'TALL x 20 GA GALV. STEEL U-BAR(SEE j
3' TALL 50 KSI U-TWT VIEW"D'). EACH SECTION HAS (2) U-BARS EACH '
2.6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 20 GA.GALV. STEEL U-BAR ATTACHED WITH 1/4' SELF TAPPING
_ (NOT TO SE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JAMBS OR AFPORFNC STRUCTURE) _ SCREWS. (2) SCREWS AT EACH END AND
MAXIMUM �� 3 r INTERMEDIATE STILE LOCATION.
r ON-CENTER I
DISTANCE STEEL' 1-7/6
BETWEEN WASHERS TBUILDING TYPE II
--ASTFNER TYPE FASTENERSAI REGUIRED
HOLLOW CW BLACK VALL 1/4'x V MIN.EMBED TAPCON COACRE7E ANCHOR.MIN.EDGE DIST.2' 3 3M' r an ALUMINUM EYTRUSION & 13 GA. GALV, STEEL BOTTOM i
2000 PST NIK CONCRETE 1/4'a 1-1/2'MIH EMBED TAPCDI/CONCRETE ANCHOR,MIN.EDGE 01ST.1-1/4' 13 I/M 1'6D VINYL WEATHERSTRIP. BRACKET ATTACHED WITH (2)
14x5/8'
40DO PSI M114.CONCRETE 1/4'a 1-12•MIN.CHIDED TAPCON CONCRETE ANCHOR.MIH EDGE DIST.1-1/4' 22• 1.60 SHEET METAL SCREWS. p
B 5000 PST MN.CONCRETE 11/14*x 1-1/2'MIH EMBED 7APC13N CONCRETE ANCHOR.MIN.EDGE DIST.1-1/4• 24• 11 oil SECTION A-A (SIDF VIEW) U
2000 PSI M[K CONCRETE 3/8'%3-3/4•Mi N.EMDCD VEJ-17 AWR T1TE SLEEVE ANCHOR 120 3/4• INCLUDED
4000 PSI MIH[WCtEYE 7/B'%i-3A•MIH ENDED VEJ-IT ANLR FITE SLEEVE ANCHOR! 24• INCCUCED
WOOD FRAME LSM 035 SG) I/r x 3•LAG SCREW.(ASYN A307,GRADE A)1-5/9'EMBED INTO STRUCTURE 22 f/4• 1'0.A
• FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAW HALF OF TE KkmwM ON-CENTER DISTANCE HIGHEST ANCHOR INSTALLED AT LEAST AS MCH
AS TC DOOR OFMW-
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
UONG STUCCO THICKNESS.
MINIMUM DISTANCE BETWEEN E%
CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK 2-t/2'UNLESS OTHERWISE NOTED. CL
BO t`f
O,�j-TFiAk.TT�—I 1
`.GjG.��GENgF.�y
WFACTURING PRODUCT CODE
No 6828 PRODUCT REVISED •• ••• • • • • • •• PAN-2F143
*:' U�r,4, • ' „ceWpIyiW•WNL•M1W FWds • • • • • • • • •
IS u IIM.CoA• • • •• • • • • • DESIGN LOADS: +54.0 P.S.F. & —62.0 P.S.F. PART NO.: N/A
At;v• e-�j„t`L(2= BwA.Na 16-0831.05 • •• • W • • ••• • u« Sla anal.. - BS65 DAF.B.A.—d VINDLDAD RATING A
9 srar 7v • • . . • • • • • n MMan OH 4 USA
lJeOM•Tbn 09/15/2021 •• ••• •• • • • •• TOLERANCES a. _{/'O ay T�, s13_ F4eoD W 8 D P 4'
............(p..1 Op' .0- l.031 s>9 Flaws I Fa IN.513-710-4853
!,A�SiS1�NA1-�aO�, IRO Me .00: =.013 DESCRIPTION: STEEL PAN DOOR UP 70 9W+54/-62 PSF
r AFFF tL0 000- 3.Do5 DRAWN BY: AKc DATE:04/07/0 SCALE:n75
l OOOo- s.001 DWG.
DESIGN ENGIN-ERI • 0:00 • ••• ••• ••• D'—- t 1/2' CHECKED BY: SH DATE:03/03/01! 2 of 3 SIZE
SCOTT HAMILTON. P.E. : • •. • • • Hms NAR[IN of—b. DWG. NO.: :03287 VER:M-D
I N 6
4 3 .• :. :. :. %2
... . ... . . .
I
i
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• a•
••• • • • ••• • •
4 3 2
CLOPAY MODELS 94 84693 98, 4F. HOLMES MODEL 48 sECEr, REVISIONS
3 OF 3 REV, NO. ZONE: DATE: ECN NO. APPVD:I DESCRIPTION
SEE REVISION HISTORY ON SHEET ORE.
1
D D
2'TRACK CONEICURATION. DOORGOUNTERSNANCE SYSTEM .AAMR CONFIGURATION.
HORIZONTAL TRACK OPTIONAL STOP YouLDNc BY INSTALLER(ro s17rT).
13 CA CALV.STEEL RIG BRACKET ATTACNEO TO DOOR SUPPORT BY DOOR .
JANE WITH(3)5/16'X 1-5/6"LAG SCREWS HEIGHT •L' '�� `'�' 18 GA.(iALV.STEEL END SIRE 2-5/5"r2'.
AND TO TRACK WITH(2) 1/4"RIYETS.
RM TRAP(CONFICURATIOH 7'- Sint eLTKEN ELCM RITE.(�)INTER.
ABOVE THE DOOR ORDOPENINGLOA ODER AS ROD:SPACING HTE 30'D.C. _
NOT AFFECT THE VINO LOAD - G1LY.-STEEL CENTER MAGE
RATING OF THIS ODOR ^ - x-1/2'rlx7Gftt fA5TOK0 7
0"TER.
STIES W/(4)EaCH
833E 62.3 a' 2•CALV.STEEL TRACK, LICA DR111.6/!'SHEET METAL SCREWS.
TO T LACK THK KNEss:0.60'. 1 11_ 5111.l-sTSNiIT ESTPUSNNLT r1ED o00R iDrINSIAVILED ON Rl0 x'CRY.STEEL TACKrASEO
Z' TO 12 CA.QALY.S EEL TRACE[ 14 CA.CAIv.STEkl RQLFA M4GCS rASTENED TO END STIES
Z .t2. _ WKJt[T5.7RKX ATT=M iD R/(1)EACH/Tm/6'$MEET METK SCREWS AMO(a)T/a-sElf
1YP.2-1/2'X 12 CA CALV. EACI BRACKET WIN 1110 1/4' TAPPING 5(xIWS PER RTILLER NNG£. C
STEEL TRACK BRACKETS. - RNEIS OR ONE I'COLT!MMT.
z ATTACHED rO JAYS WITH
(1)
1 5/16'X 1-5/B'LIG SCREW PER - x'to-CAUL STER ROLLER(1-13/16'DLI.7/16•
a TRACK BRKNET. - e 4"LOM)WITH STEEL OR NYLON TIRE
10' - STCTIDN C-C
3-t/2'
1 PREPARATKX4 OF JAMS BY OTHERS.
lHR BRACKET(2-1/2*a 5-3/4"r FTA)
1V � .O WITH(2) 7/4'r 3/4'SELF APPNF -
( DO11B1 E TRACK,�'TRu'K 5 ALSO AVAILABLE. �M
PERMIT
(AVAIL FORf'ORBOTH 2'AND 3"TRACK)
■ 1 T #: DBLE HORIZONTAL
TRACH.
B
Miami Shcres Village B
APPROVED BY DATE
ZONING DEPT
`,,��GOSS FIAM��OI�A. BLDG DEPT
_ AfAFACTURINO PRODUCT[ODE
SUBJECT i"O CChiPIIATlCWl1!►iid*gl� • • •• PAN-2F143
PRODUCT REVISED • • • F'�CtE'FL� •
DESIGN LOADS: +54.0 P.S.F. & —62.0 P.S.F. PART NO: N/A
• • •• • •r�•: •• A
•Wnaen.ta+a. STATE ANO M�N(Y�l,L�AND'R l=L1�T10 • M+...sK.1..Dw... r 6x65 uN.Bewf.o<e vrNnwD RAT1w
F r /.�.EE0.- ,8-053,.os �Cloap Y4tR off 45010 NSA W8 DPS 4
A i9; 9TAT'E`O pp�� Td.Na 573-770-M00
'O•. �� • • L•�' TOLERANCES.Ks
ap,=`,� lWprtil— 09115/2021 •• .-•+--041— • • 0. t.031 Ream Fm NI 513-770-4657
r fi�ff�ONAtE4o, � 000 3.005 DESCRIPTION: STEEL PAN DOOR LOP TO 9'W+51/-62 PSF i
1 (7000- 1.001 DRAWN RY: RJK DATE:04/07/D SCALE:NTS DWG.
DESIGN ENGINEER: • ••• t ••• ••• ••• 0191 s- ='/r CHECKED BY. SH DATE:03/03/0 SHEET 3 OF 3 SIZE B
SCOTT
HAMILTON.P.E. • • •
. H .:
4 3 •• :. . :• 0 :• :2 1 1
000 ai
i
••• • • • • ••• • •
• • • • • • • • IS •
• •• •• ••• • •• ••
••• • • ••• • •