RC-06-2983Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Numb
IN
0
P -'
764
Permit Number: RC -" - -283
Inspection Date: 02/20/2007
Inspector: Grande, Claudio
Owner: SALOMON, KENNETH
Job Address: 973 95 Street NE
Miami Shores Village, FL
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Residential Construction
Inspection Type: Shed
Work Classification: Shed
Block:
Phone Number
Parcel Number 1132060143130
Lot:
Building Department Comments
INSTALLATION OF HOMESTEAD SHED
FEB 2 2 2000
-I'l
Passed ao
i0'
Ib
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Thursday, February 15, 2007
Page 1 of 1
BUILDING lel
PERMIT APPLICATION
FBC 2004
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
l�.
�
g�gIIVE1
DEC i z coos JJ
Permit No. 'Q. a(V.ZAV
Master Permit No.
Permit Type (circle): Building Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) /"e I Jfr' e 1 �(j �[) 4hone # (S - 75 q p9 $ [n
Owner's Address 'n+
x'73 �i6 7s
City M NIA; 5110 r45 State 'L Zip 33 13V
Phone #
Tenant/Lessee Name
Job Address (where the work is being done) 5 cc vN t. RS at &f
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL #
Is Building Historically Designated YES NO_
Contractor's Company Name
Contractor's Address
Phone #
City State Zip
Qualifier Name Phone #
State Certificate or Registration No. Certificate of Competency No.
Architect/Engineer's Name (if applicable)
Phone #
Value of Work For this Permit $ it QQ
Type of Work: ❑Addition
Describe Work:
❑Alteration
Square / Lineat'Footage Of Work: g 0
\ew
• ,v
❑ Repair/Replace
tr
❑ Demolition
* * * * * * * * **
Submittal Fee $
Notary $ 0
Scanning $ 0.00 Radon $ DPBR $
* * * ** *si * * * * * ** * * ** * ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
.4.6.
Perm t Fee $_4/50 •
Training/Education Fee $ 0120
CCF $ ( /•(r)(/ CO /CC
Technology Fee $ •��
Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $
Total Fee Now Due $
See Reverse side --*
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (i ,ppiicable)
Mortgage'Lender's Addresx
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 Iid AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is acolirate 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 reinspec�tion fee will be charged.
Signature �� .W v `v �"� — Signature
Owner or Agent
The foregoing instrument was acknowledged before me this 1 t Y�
The foregoing instrument was acknowledged before me this
day of ( ,20Qia,by 3Pfr - c y ,20__,by
who is pers . all known to me or who has produced 3,10 , who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY ICi
bi Mabel Vargas
NOTARY PUBLIC:
k PGA
Commission #Df)2319$4
A3'200
Sign: r I =' Sign'
� q aufit(c Ptioding Co., Gnc. Print:
Print:
My Co �'� ' ' sion Expires:
Contractor
* * * * * * * * * * * * * * * * * * * * * * **
My Commission Expires:
APPLICATION APPROVED BY:
(Revised 02/08/06)
Plans Examiner
Engineer
z,a
Zoning
NAME:
ADDRESS:
VILLAGE OF MIAMI SHORES
OWNER BUILDER DISCLOSURE STATEMENT
) 9c (a V i a K) • Willi:
Do hereby petition the Village of 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 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. I hold title to the above property and I am planning on doing this construction
Initial (<1°44
2. I understand that as an owner- builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application
3. .I have an understanding of the 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code.
There is a copy of the code in this office for review.
Initial '%
4. I understand that the building official and inspectors are not there to design,
alter or give advice on how to meet code —. only if the structure meets the
minimum code.
5. I understand that as an owner - builder, that any contractor disputes with sub-
contractors and myself must be handled in a civil court with the advice of an
attorney. The department will not mitigate any contract disputes.
Initial
6. I understand that if I compensate any person or company for work performed
they are required to have a business license in the county. If for any reason they
do not posses a business license I will be responsible and liable for any wrong
doing from this unlicensed company or person.
7. I understand that if any person gets injured on my construction project —they are
entitled to workmen's compensation. And if they do not posses a workmen's
policy I could be held liable for all doctor and related cost which could include
loss of wages during recovery from injury.
Initial
K�-
8. I understand that under state and local laws I can not do any Electrical,
Plumbing, Heating, Air & Roof work on my property with out first obtaining
the proper permits by licensed contractors.
Was acknowledged before me this ((7)— day of 7--e C , 20 c)--(50 C
By tc6n146 SO /MO
Produced there License or
who was personally known to me or who has
IUl 7pv''jtic
OWNER
5431f F5-- as identification.
MONICA USSETH DIAZ
MY COMMISSION # DO 483995
EXPIRES: October 20, 200Q
9ondea Thru Notary PNCHA Undetwm@te
• • •
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•
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•
•
•
•
•
•
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• •.
AFA
Company,
Plepeed
AFA & COMPANY, INC
PROFESSIONAL LAND SURVEYORS AND
WIEIRIDA=G
PERNAT
NIECMEIVIE
11 DE 1 2 200E
SUBJECT TO COMP WITH ALL FE ERAL
SYNE AND COUNTY RULES AND REGULATIONS
ABBREVIATIONS OF LEGEND
• • •
• • •
• •
• •
• • •
• • • •
• •
• • • •
• •
• • • •
•
• • •
• • •
• •
AVE. -AVENUE
ASPH ASPHALT
A/W -ANCITTED WIRE
A/C =AIR CONDITIONER
BLDG -BUILDING
B. COR. -BLOM COME
CAL - CALCULATED
C.B. -CATCHBASIN
CLF =CFLAINLINIC FENCE
CONC. 't -OZINMITTE
COL. -COLUMN
C.U.P. -CONCRETEOTRYTYPOLE
CLP. =CONCRETELIGHT POLE
cos -coxeRsonn.oac
STRUCTURE
C.M.E. =CANAL MAINTENANCE
EASEMENT
D -DELTA
D/W =DRIVEWAY
D.M.E. -DRAINAGE & MAINTINANCE
EASEMENT
ENC. -ENCROACHMENT
B.T.T. -ELECTRIC TRANSFORMER PAD
F.P.L. =vLQlUDAPWERANnhIr
F.H. -FIREHYDRANT
F.I.P. =POUNDIRONPIPE
FP. -ENTSFI FLOOR
F.D.H. -FOUNDDRILL HM.E
FIL -FOUNDREBAR
F/D -FOUNDMSC
FIN -FOUNDNAIL
RE --TRONIPEFEE
L -WOW
L.F.E. -LOWEST FLOORELEVATTON
L.P. -LIGHT POLS
MEAS. -EASURED
MX. -MANHOLE
Ma. -MONUMENT LINE
-Natitroma..oloorrre
VERTICAL DATM4
N.T.S. -MOTTO SCALE
O.E. -OVERHEADELECTEC LINE
on. -mum
P.C-P. -PERMANENr awrecxrctner
P.M. =realm METER
P.C. =POINT OF CUEVATURE
P/W --PARKWAY
PL =PLANTER
.R -RADUS
RES -RESIDENCE
RIW -Ricarr op wAY
S.D.H. -SET DEM HOLE
SIP. =SET IRON EFE
S/N -SET NAIL
SDWLK -STEMWAIR
str -erezer
T -TANGENT
U.E. --UTILTIYEASEMENT
WM' -WOODFENCE
W.V. -WATERVALVE
W.U.P. -WOODUMITYPOLE
--PRONE:NCB
_cHAIN LINE FENCE
-WOOD FENCE
-COS WAIL
--OVERHEAD ELEC.
-ontrnsturge
-EASEMENT
-EMNOTES,ELEVATIC/FM
-ammo
-INSTANCE
-CATCH. BASIN
-WATER METER
-W.U.P.
=STATE ROAD
-US AMWAY
-INTERSTATE
471.■ - ••••••■
gr,
4
1
8111,116-vi
GRAPHIC SCALE 120'
3 2
W.U.P
9.00 asphalt alley 3
23
ts.)
te 0.47
0.08' DIA
NO ID
so' High
9L $30 18 `CZ 101
LL__=- • • — • — • —
As Per
....Atiedips.ted,Plat Book 10-37
°Conc. Slab 23.00t
Pool Farm Heater SlatAmr
Pool Purl) Slab 71.rt—i 919'
3' Conc. Poll Deck
3'
1
-ki-
t.. 11
Wooden Step 100' Each
\ I lu)
tp.
li il
1 CLF A/c Conc. Safi
Trace 8.07 di
•.-...~-..-...,
w --K ..#20/4FAIIIMIN
1111
a
NI U.'
,e2Trems
Pont N
34' •
• ,.; •• .4- • • , c.,
. • -3984" • • -
2140'
60, FJP. 0.08' DIA
oLF it15ID"
Sit 41:10. yd+
t-h
Mel
1
One Story Cbe
Res. 1 973
77,-8
E ce
ntry
6.92'
„ . . ,15;16,'
e:4(•■43494'4(4'z'256'
17.94'
1214'
C
26
rn
ci
1.01'
CLF
2.06'
E112:0=0 ,6111E100
Rock nee 1.65' x 1.65'
FIR 0.08' DIA
NO ID
777: • • •
Swlk
FJP. 0.08' DIA
NOD
130.01'
‘-.4--7• • • rr ••1111.
•';N89°01'09a • ..".
23.81' Parkway
t3
cn
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2
LOCATI •
,-- - ._.__._.- _ -- --- Northeast 96th Street --- - - - -- -- - i
PROPERTY ADDRESS:
973 Northeast 95th Street
North Miami Shores, Florida 33138
CERTIFIED ONLY TO:
Kenneth Solomon
Wells Fargo Bulk, N.A.
Huston & De Torres, P.A.
Attorney's Title Insurance Fund
ELEVATION INFORMATION:
Comm Panel
Panel #
Firm Zone :
Date of Firm :
Base Flood Elev. :
F. Floor Elev.
Garage Elev.
Suffix:
Elev. Ref to NGVD
120652
0093
03 -02 -1994
N/A
N/A
N/A
1929
JOB # 06 -1500
DATE 10 -24 -2006
PB 10 -37
Surveyors Notes:
#1 Lend Shown Hereon were not abstracted for
Fscementand/or Right of Way Records.
#2 Benchmark Miami -Dade County Public Works Dep.
NIA
AFA
Northeast 95th Street -------------
LEGAL DESCRIPTION:
s
0)
m
z
Lots 24 and 25, Block 76 of
MIAMI SHORES SECTION NO 3
according to the Plat thereof as Recorded in
Plat Book 10 at Page 37 of the Public Records
of Miami -Dade County, Florida.
Surveyor's Notes:
#11 the herein captioned Property was surveyed and described based
on the Legal Description Provided by Clint:
#I2 This Certification is Only for the lands as Described it is nota
certification of Tide, Zoning, Easements, or Freedom of
encumbrances. ABSTRACT NOT REVIEWED.
#13 There may be additional Restrictions not Shown on this survey
that may be found in the Public Records of Said County
Examination of ABSTRACT OF TITLE will have to be made to
determine recorded instruments, if any affecting this property.
#14 Accuracy:
The expected use of land, as classified in the Minimum technical
standards (61G17- 6FAC), is residential. the minimum relative
distance accuracy for this type of boundary survey is 1.0 foot in
10, 000.00' feet the accuracy obtained by measurement and
calculation ofa closed geometric figure was found to exceed
this requirement
#15 Foundation and /or footing that may cross beyond the boundary
lines of the parcel herein described are not shown hereon.
#16 not valid without the signature and original seal of Florida
Licensed Snrvcyor and Mapper. additions or deletions to survey
maps or reports by outer than the signing party or parties.
#17 Contact the appropriate authority prior to any design work on
the herein described parcel for building and zoning information.
#18 Underground Utilities are not depicted hereon, contact the
appropriate authority prior to any design work or construction
on the property herein described Surveyor shall be notified
as to any deviation from utilities shown hereon.
#19 Ownership subject to Opinion of Title.
Company, Inc.
This certifies that the survey of the property
described hereon was made underlay super-
vision & that the survey meets the minimum
technical standards set forth by the Florida
Board of Professional Land Surveyors &
Mappers in Chapter 61G17 -6 of Florida
Administrative Code, pursuant to Section
472.027, Florida Statutes.
& That the Sketch hereon is atrue and
accurate represu ition thereof to the best
of my knowledge aid 13eli4 subject to notes
and notations shows hensex- --►.m_
M1AM1•DADE
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Arrow Group Industries, Inc.
1101 N. 4th Street
Breese, IL 62230
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.miamidade.gov
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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
Division (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,mocjify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
• tp revot b acceptan if it is determined by Miami -Dade County Product Control Division that this product or
• reaterial •fads to meet he Requirements of the applicable building code.
• •
• • This product is appi• 'edas described herein, and has been designed to comply with the High Velocity Hurricane
•
Aone o /kg FloridajEiuiJding Code.
1ESC1 EPt1ON: ": ••G'•old Formed Steel Utility Sheds
• APPRIMPAI, DOeIJM1l NT: Drawing No. S 1, S2 and S3, titled "6' x 5', 8' x 6', 8' x 8' & 10' x 8' Utility
• shed ", sheets S1 thrtitee S3, prepared, signed and sealed by R.T. Wharton, P.E., dated December 12, 1997, last
revision'#'].dated Jui'l,T4 1998, bearing the Miami -Dade County Product Control Renewal stamp with the Notice
• • of Acceptance num%iiMel expiration date by the Miami -Dade County Product Control Division.
MISSIi I11PACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
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 NOA # 02- 0401.03 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as
approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E.
•••
09/u/./2006
NOA No 06-0505.07
Expiration Date: 08/24/2007
Approval Date: 09/14/2006
Page 1
Arrow Group Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 98- 0113.03
A. DRAWINGS
1. Drawing No. Si, S2, & S3, total 3 sheets, prepared by R. T. Wharton, P.E., titled " 6'
x 5 ; 8' x 6 , 8' x 8', & 10' x 8' Utility Sheds", dated December 12, 1997, last
revision #1 dated July 13 (sheets S1& S3) and July 14 (sheet S2), 1998, signed and
sealed by R. T. Wharton, P.E.
B. TESTS
1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of "Utility
Shed Doors" prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-
97 -693, dated 11/18/97, signed and sealed by Hector M Medina, P.E.
2. Test report on Uniform Static Air Pressure Test of "Utility Shed Doors" prepared by
Hurricane Engineering & Testing, Inc., Report No. HETI -97 -692, dated 11/18/97,
signed and sealed by Hector M Medina, P.E.
3. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of "Utility
Shed Panels'; prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-
97-691, 97 -691, dated 11/17/97, signed and sealed by Hector M Medina, P.E.
•
• • 4 Test wort on Uniform Static Air Pressure Test of "Utility Shed Panels ", prepared by
• Hurricane Engineering & Testing, Inc., Report No. HETI -97 -690, dated 11/17/97,
• • • " signed and sealed by Hector M Medina, P.E.
C. •: • • 0ALC , LIONS
1.. Calculation of " 6' x 5 , 8' x 6', 8' x 8', & 10' x 8' Utility Buildings" and anchor
• • • • calZeilia ions dated 12/26/97, pages 1 to 39 of 39, prepared by Van Dam Engineering,
▪ sigherdrid sealed by R. T. Wharton, P.E.
• • '6;2%E Cal'Fulq ion of " 6' x 5 ; 8' x 6', 8' x 8', & 10' x 8' Utility Buildings" and anchor
•
• calturati8ns dated 07/14/98, pages 1 to 10 of 10, prepared by Van Dam Engineering,
• • signed and sealed by R. T Wharton, P.E.
D. MATERIAL CERTIFICATIONS
1. Mill Certified Test Report issued by National Steel Corporation, with chemical
composition and mechanical properties of structural members.
2. Mill Certified Test Report issued by Bethlehem Steel Corporation, with chemical
composition and mechanical properties of cold formed panel, dated 07/09/98.
3. Tensile Test Report No. HETI- 97 -T64, prepared by Hurricane Engineering &
Testing, Inc., dated 12/29/97, signed and sealed by Hector M Medina, P.E.
4. Tensile Test Report No. HETI- 97 -T65, prepared by Hurricane Engineering &
Testing, Inc., dated 12/29/97, signed and sealed by Hector M Medina, P.E.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01- 0430.04
A. DRAWINGS
1. None.
E -1
4 1/C1,-
Helmy A. Makar, P.E.
Product Control Examiner
NOA No 06- 0505.07
Expiration Date: 08/24/2007
Approval Date: 09/14/2006
Arrow Group Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
1. None.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 0401.03
A. DRAWINGS
See NOA 01- 0430.04
B. TESTS
See NOA 01- 0430.04
C. CALCULATIONS
. . ,See NOA 01- 0430.04
•
. • . .•
• . D.... MATERIAL CERTIFICATIONS
'
• •••4ee 01;0430.04
•
E.. • •. STATk'NTS
• • • S;ee NOW) 430.04
F. 61}141; "
.. See NO 01.0430.04
• • • • •
3. • • •NgW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
E -2
//tA5 "•kt,tr—`'
Helmy A. Makar, P.E.
Product Control Examiner
NOA No 06- 0505.07
Expiration Date: 08/2412007
Approval Date: 09/1412006
FRONT ELEVATION
7' -10 V4'
SIDE ELEVATION
6' X 5' BUILDING
FRONT ELEVATION
SIDE ELEVATION
8' X 6' BUILDING
• • •.. • • • •••
• • • • • • • •• • • • • • • • • • • • • • •
• • • • • • • • • • •
• • • • • • • •
• • ••. • • • • •••
3/8•0 X 8' LC
ANCHOR BOLTS
0 24' MAX 0 /C.
• • • •,
• • •• • •
• • • i • • I
l
• • H 7•
• 7 • I• I
••• ••• •• _ • Ly_ _J
SIDE ELEVATION
8' X 8' BUILDING
FRONT ELEVATION
SIDE ELEVATION
10' X 8' BUILDING
8 -11 1/4'
ROOF PLAN
e —
•• • • • •• ••• ••
• • : it:AR:EL:VA:104 : • POJNDATION PLAN
• • • • • •• • •
•
•• • • • • • ••• ••
3 *88'LO
8415
0 FRONT ELEV.
PRODUL:TDUNEDIE,'9 NOTES:
eatee01d76K ^n ?;3Te 1.•;::4:117
DeL1123 a'ha; =InvCRITERIA:
�
48 �' :, : O : ---, ASCE,7 -88 (1WN0 LOADS ONLY)
.ROOF PLAN
TEAR ELEVATION
ROOF PLAN
REAR ELEVATION
FOUNDATION PLAN
DEAD LOADS
UNE LOADS
8150 LOADS:
ACTUAL LOADS
18 PEE
78 MPH PER ASCE 7 -88
MATERIALS
PANELS: AM A825 -73 Fy ° SO X9
CNANNO9 & DINER MEMBERS: AMR A827 -80, FY = 58 XS
BOLTS & SCREWS ASTM 4-507
®
30 K9
ANcROR EOM
REINFORCING STEEL: 85114 4 -818, GRADE 40
9, ow P9 AT 28 0473
` PRODUCE REVISED
Bolan ad with f981Rmi14
A•epenssNo • _. •! ,03
Expiration Daft , ; !! 0 • .
PRODUCT RENEWED
AOCEFFAttattro 01 -GIB 36.6 ¢
7TONDATE <:)S too 4
PA
BUILDING
611 IP'
01. DIVISION
OOMPIIIANCEQPPICE
• ALTERNATE ANCHOR: HIL11 808 BOLT n.
3/8'0 X 8' LC CONCRETE ANCHOR 0/
2 itt EMBEDMENT, METRO DADE COUNTY
ACCEPTANCE "33- 0224.04,
/2, 3 e tse APPROVED AS COMPLYING WIT1 TIC
0 FRONT ELECT. ' ORIDA BUILDING CODER ,
FOUNDATION PLAN
ROOF PLAN
REAR ELEVATION
FOUNDATION PLAN_
DA
BY
PRODUCT GO50R
BUILDING CODE 900,0E
ACCEPTANCE ND,_ k:
>' -I>•-
Nat toarr0l003
00
b
DM
Imes
BY
.wn .
we
PLANS & ELEVATIONS
�/a• ram
I Mon
'-37
8'X5', 8'X8', 8'X8' & 10'X
UTILITY SHEDS
8'
^0
e„e
ARROW
GROUP INDUSTRIES
Milin MIS
1101 N. 4TH S,INtti
BREESE, R, 82230
��
(618) 528 -4546
CHANNEL
DAOR SKIN 0.018•
III
V,
IEn- - rt um1M. 2 2' X 1.2 0.223'
A
• • ••• •
• • • • • • •
• • • • • • • •
• • • • •••
• • • • • •
•• ••
• • •
• •
• •
•••
•
•
•
•
• • ••• • • s • •••
WALL OR ROCS
PANELS
•
0.O£' PEE
2 -3 1/8'
2 X 04ANNEL
8.023' MUCK
(TYPICAL)
DOOR ELEVATION
SECTION
TYPICAL WALL PANEL ,•• • • • •• ••• ••
NOTE: PANEL WIDTH VARIES •
• • •
• • •
•
•• • • • • •. ,s44' 161•X 8.028"
4' x 1 1J2' x a080• CHANNEL
0.018" DOOR SON
TYPICAL PANEL
FASTENER ELEVATION
FINIS( GRACE
0.023' !MB
1ONGEE (2 TOTAL).
WCIH 8 - 3 8• FLAT ND
MAC101E AND NUTS
112
SECTION O
s2
. - 049211. 2' x 1' x 0.023•
SECTION
3/8'8 x 8' LONG ANCHOR
&xis A t FT WALL
ALTERNATE ANCHOR HILO XMl1 SO.T 0.
3/84 X 5' L0 CONCRETE ANCHOR W/
2 1 EAIDEDIONT METRO DADE COUNTY
A TRICE 493".022404.
6 x e - 10/10 Y00AED WINE MESH
ALT. - 93 AT 18. C.C. EA. WAY
44 BARS CONT.
SECTION c)
52
2 ROSS 910 X 7/18"
MACH. SCREWS AT
8' ON *SEXIER
e
PER PANEL)�
99910 X 1'}/2")
-ROOF PANE.
17/8 x11/
X 0.728'
MO SKEWS
(8 PEF PAhe"1)
910 NNE SCREW
WIN .. r
Au. PANE.
SECTION
S2
SECTION
SECTION
9f0 MINE SCREWS
(�E 100 'MEAL emu
PANEL RETURN
L 7/0' 1 1/8' X .028'
9t0 x 1/2' SCREW
1. 1 7/8' X 1 1/4" X .028' WALL A1Kx*
SECTION
.016" MO(
PRODUCTNEMSBD
pbIthh do Florists
Aooepglu•NODxto 'Y. ! .03
•:;7izi [
CUT INSIDE PIANGE
AT CORNER
WALL CHANNEL
CORNER CONNECTION
SECTION c)
sz
PRODUCT Rp
PRODUCE 0188
•0compghlg WMNs tto F°.oria1n
88$Ca7N0
Acceptant.* 0
APPROVED AS COMPLYING Ralf THE
SOUP! FI H* • RIIi3o'S:G CODE
DAB:.
BY !�
PR11 7.'
BUILDING CODE COMP I N 3Od3
ACCEPTANCE N0. 949
wl
—J
t
"wan
MOE OelleTiMalas
Aaa
fl
MIS
IaMCI
N
=erne
ace
SECTIONS & DETAILS
m a
Men
0.a. at
8'X5',8'X8',8'X8•&10'X8'
''"O
U1ILITY SHEDS
1
12 -1247
Man In
ARROW GROUP INDUSTRIES
1101 N. 4TH STREET
^
BREESE. IL 82230
L
(518) 528 =4548
wl
—J
• • ••• • • • •••
•• •• • • • • • • • •
• • • • • • • • • • • • • •
• • • • • • • • • •
• • • • • • • •
DETAIL
-4' x 1/2' CHNOL& (0,;. o JAZZ.;
1.11 /4' x3'5 1117' nG x .034
51111 4 NQ 10 SIREftiS
PO X 1/2 SCREW
TYPICAL NEM SIDE
AND FM SIDE
WALL PANEL
SECTION O
FLOOR FRAME (.028'
1' X 2.701' X 1.053• x .070'
0008 JAMB MI •
1. 1 1/4• X 3' x 1 1/2' LONG X .034
. 1 4 - N0. 10 SCL9M5
r x 2.701• x 1.043' x .030'
0000 4A56 TRIM
CCIPE x58
IC1
NO. 10 SCfEW
SECTION
s3
• • ••• • •
x X 1 X 0.073' CHANNEL -t • • •
/ •• • • •• •
tiT AND 10 X • NACN. 1- ....?r • •
MM0.p • • •
• •. • • BOttOM• • • • • • TA.
• •
• • • •
L 11/2' 221/x' x .000
AT LEFT DOOR
• r RIGHT x�2• x .a3o•
�•NO. 10 X 1/2' SCREWS
0.019' 000! SKIN
5 AT 0004 ME.
•• • • • •• ••• ••
•
SECTION K • • • • • SEr11ON
• • • • • • ••• ••
1' X M701' X 1.053' X .030'
0008 JAMS R5M
FLOOR FRAME (.025')
SECTION
s)
4 X 1/2• CHANNEL (00015 JANE)
W111/141)2: x 1 tJx' LQIO x .034
5 �S
2 X 1 x 0.023' CHANNEL.
0.015• DOOR SKIN
Q
SECTION
0
SECTION
RENEWED
so emptying o 8 du Nags
Baldhig A +ese •.- ..o.•87
Data • :91)1t71, -0'1
Os3
PRODUCT RENEWED
.1mesNo. 4
DATE O ; 24 too 6
DIVISION
tt7 COOS CO APl3ANCEOMB
APPROVED AS COMPLYING ,179 TH;
SOUTH', •)DA BUILDING *+DE
DAT !
BY : ,� ice, • ri
PROF C Fr rr 1�• J'a
BUILDING ICE C2/,11 PLANE G'1 DE
ACCEPTANCE NO. '70 01/3•)3
I
F43-114
m CRAM • WM mart MAMA
m
Ia.
ME
MOM
EN
SECTIONS & DETAILS
°1°•
WM V*
8 ' X 5' , 8' X 8 ' , 8'X8' & 10 ' X 8'
*P°
UTIUTY SHEDS
0a
14+12.0
ARROW
GROUP INDUSTRIES
1101
N. 4114
BREESE, IL 82230 82230
(618) 528 -4348