RC-16-241 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-251832 Permit Number: RC-1-16-241
Scheduled Inspection Date: February 17, 2016 Permit Type: Residential Construction
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: STEAD, MARC GREGORY Work Classification: Shed
Job Address:93 NW 93 Street
Miami Shores,FL 33150-2232 Phone Number
Parcel Number 1131010340240
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
SHED 10 X 12 Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed _
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
February 16,2016 For Inspections please call: (305)762-4949 Page 19 of 40
3 i€
,%M#N0, RCr1-1 241
Miami Shores Village M PfffMI 7'j!p8 Residen�l bn ttruction
10050 N.E.2nd Avenue NW
an Work C! Orin Sh��
Miami Shores,FL 33138-0000
Phone: (305)795-2204 ' / ROVE"'
'"t�onivA
Issue" x.2tlla1$ Expiration: 14/2016
Project Address Parcel Number Applicant
93 NW 93 Street 1131010340240
Miami Shores, FL 33150-2232 Block: Lot: MARC GREGORY STEAD
Owner Information Address Phone Cell
MARC GREGORY STEAD 93 NW 93 Street
MIAMI SHORES FL 33150-
93 NW 93 Street
MIAMI SHORES FL 33150-
Contractor(s) Phone Cell Phone Valuation: $ 2,500.00
HOME OWNER
_.m _..__.... ..... Total Sq Feet: 120
Approved:In Review Available Inspections:
Comments: Inspection Type:
Date Approved::In Review Slab
Date Denied: Final
Type of Construction:SHED 10 X 12 Occupancy:Single Family Review Planning
Stories: Exterior: Review Building
Front Setback: Rear Setback:
Left Setback: Right Setback:
Bedrooms: Bathrooms:
Plans Submitted:Yes Certificate Status:
Certificate Date: Additional Info:
Bond Return: Classification:Residential
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80
DBPR Fee Invoice# RC-1-16-58488
$2.00 01/28/2016 Credit Card $50.00 $67.80
DCA Fee $2.00
Education Surcharge $0.60 02/16/2016 Credit Card $67.80 $0.00
Permit Fee $100.00
Scanning Fee $9.00
Technology Fee $2.40
Total: $117.80
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and z Fut o ,I a thorize - amed contractor to do the work stated.
February 16,2016
Authorized Signature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
February 16,2016 1
Miami Shores Village JAN 2 S 015
Building Department
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20
BUILDING Master Permit No. 1 ZL
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: .�O I�✓ �f 3 9L
City: Miami Shores County: Miami Dade Zip-
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type': Flood Zone: BFE: FFEE:
OWNER:Name
Fee Simple Titleholder):(- 7 Phone#: 786 `—2!r�f Oo
Address: 3 41c,,,� 3 5L
City: /k S vt w l�S State:_ _ Zip: ? J
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: 0'_V'V(, Phone#:
Address:
City: State —Zip:
Qualifier Name: Phone#:
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 0S`S`�'`� Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration v—New ❑ Repair/Replace ❑ Demolition
Description of Work: L )U )� ( 2
Specify color of color thru tile:
Submittal Fee$ � Permit Fee$ J V0 a 9 CCF$ gfl • CO/CC$
Scanning Fee$ Radon Fee$ ®0 DBPR$ 2 ® ® e Notary$
Technology Fee$ Training/Education Fee$ ®- 4 0 Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(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 /'Zv S:�� Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
_day of 20 by day of 20 by
who is � nally kn w 0 who is personally known to
me or who has produced - as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign:
Sign: � � _ Si g
Print = �: gg �� J' : 9.1 Print
Seal: . 'q v ', _ Seal:
****���*is*�*�►���**��x**�*��*�*x�x�****���>�A�t��s�sbk��i��r�**�**�****�t�*ssx�**�*�*****�x�x**�**��x���* *** *�x���*�x*��x**
APPROVED BY b Plans Examiner l Zoning
Structural Review Clerk
(Revised02/24/2014)
Miami Shores Village
IF. 4mr" Building Department
10050 N.E.2nd Avenue
n Miami Shores, Florida 33138
Tel: (305)795.2204
Fax: (305)756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: -�— DATE: 1 Z 2
ADDRESS: 'Z�(.✓ �7 3
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 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 I,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
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-
3.
nitial-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 and contracts.
Initial
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 complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption.
Initial-
5.
nitial5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction.
Initial-
6.
nitial6. 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 S
I
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
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-
9. I 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,_
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://w.vw.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:
Initial
12. 1 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 20
By d °� 5-16 who wa ona y c o me or who has
Produced there License or as identificati.om: ii,,,, .
%NN
OWNER ArUr)TAO
` Professional Land Surveyors & Mappers
W W W.IBARRALANDSURVEYORS.COM
777 N.W.72nd AVENUE 2804 DEL PRADO BLVD SOUTH
SUITE 3026 SUITE NO.202 UNIT 1
$ KI AMI,FLORIDA 33126 CAPE CORAL,FL 33904
PH: (306)262-0400 PH: (239)640-2660
FAX:(306)262-0401 FAX:•(:M)640-2664 -
MAP' OF I�0IfLND ARY SURVIC
3i I� 9 HEEL.M` <
-93 V ST MCS•,FL gd
r r n n --
s
JAN 2 8 2015
A N
I ,
ni_L FME[1AL
►- n i cif II n.11�
Z A LOT- 14 LOT• 13 LOT• 12
'' cD BLOCK• 16B LOT- I I
BLOCK- 16b BLOCK-16b
�^ i? BLOCK-16
ASPHALT + P.LP. I/2° + �� 9'ASPHALT
.. RETURN NO CAP 106.47' PVMT.
�•i••• >y w U.P. O- 0_
• •
30.Ob• F.I.P. 1/2' +
•:•••• } 0.10 C '. +^ OVERHEAD!10RE
O C,4P
•o,•••• •RA •• "r 8i9SFfj OVERHEAD I 5'W.F. s� 0.10'
;�.Y�• x ,<• »' •• ' + LOT - 15 LOT- 16
W v '�+ • " ,,6 BLOCK- 168 5LOCr,- 168 LOT- 17
•w
D_
5,5,W.F. BOCK.- IEb
N LL v g T�;�' 5 W.F.
•� •.0 • . opt•
''`
EA.0 +•'• +
. I' I
O ♦1►�« o o. LEV: 12 /`�S • ' Inti
+� ,.. �• 0.30'
+r; °a I `t Fe5'W.F. p ENCR.
13 62r w
31.83'
18.82' ONE STORY I ,�
Q'�'• � RES. # 93
�2 \12.0 F F E 14 06' A 31.85'
�� sem,• .�•: ;����: � ' �':�'••.
�. O.H
C2' 2 91'
0.1
30.00' X3.42' 5TE
F.N. .. . 5 W.Fw I
NO I I dog' g
e.C.
F.I.P.
NO CAP
— ..—...
:. ...'.106:51.'.'.....'.'.•.'....'.'.'.'.'.'.'.'.'.'..... 'F,1,P.
NO AP _ _
BRICK
RETURN 23'PW
cn
20 A5PHALT
VMT
:98� T.B:IvI. —'75 OTAL GHT-OF.WAY —
c IVIS/ 93rd STREET,
4999 DESCAWnON' DRAWN BY: NIGH
�TIF1 � LOTS 15AND 16,BLOCK 168, OFULWI SHORES SECT/ON EA,ACCORDING
TO THEPLAT THEREOF AS RECORDED INPLATBOOK 12,PAGE 54, OF
THEPUBLICRECORDSOFAMN-DADECOUNTY,FLORID
NO.677Q• A. SCALE: 1"=30'
v
STATE OF ,� CEDT/FIaAnoN• FIELD DATE: 07/22/2014
MARC G.STEAD
j' �coRioP w PAUL FEL DAMN,P.A. SURVEY NO: 14-002535-2
L LPA® FIDELITYNATIONAL TITLEINSURANCECOMPANY
SEAL PARAMOUNT RESIDENTIAL MORTGAGE CORPORATION GROUP,INC.,ITS SHEET: 2 OF 2
L.B.#7806 SUCCESSORSAND ORASSIGNS,AS THEIR INTERESTMAYAPPEAR
a
l�A Buig'ng
PhI ne�t SAW
r�eS9 t
plegulation
KMl MMONN" es t
3anuary 28,2014
Robert Moore
Lark Builders,I=
P.O.Drawer 629
Vidalia,GA 30475
RE:Manufacturer Certification,ID MF7 114;Expiration Date:October 21,2016
Dear Robert More
It is my pleasure to laorm you that Lark Builders,Inc,located at 409 DIXON STREEr,P O
DRAWER 629,VIDALIA,GA 30475,has been approved under the Manufactured Buildings Program,
as provided for under Chapter 553,Part I, Florida Std,to manufacture Factory Built schools,
Storage Sheds,Mangy Buildings for Installation in Florida.
••Coestruction or modification on a mamdan3ured building cannot begin until the Third Party Agency
:see•i •••has approifed M Glans in accordance with the current Florida Building Code. Your Third Party
•
•••.gAbrcy is alborrtr*tor for the Departrnert and has statutory authority and responsibilities that
::so
•:•••• • mdst be rpt to nildntain approved status.You may expect and demand quality plans review and
•
0000•• • •• h •• •• •
••••• •••slice Cod4449S will make your plats obSWeW until they have been reviewed,approved and
as*** •• Imitated[cs"s cover page of the plans]far compliance with the Code by your Third Party Agency
• •• % pians&yigty.Blease ensure that your plans are in compliance and are properly posted on our
••
00: 0 website./p�sWiglated Installation issues are subject to the local authority having jurtSdtcGon.
0000•• 0 00.•
00• '
• 0000•• '
• • • • ••
•i•••• •••Ve Depar"pent'e contraaw will make unannounced monitoring visits at least once each year. You
•.• st grant complete access to your manufacturing facility and records to remain in compliance with
mo•t:he rules and regulations of this program.
Your certification is approved for three years from this date.You will receive a renewal notice by
Email generated by the SCIS(www.floddabuildina.oral for online renewal.If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at$Sok.41.4-8436.
Please visit our website at v-ww.floridabuitdino.om to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
pxl—J �
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
a .r a r-a t a ✓ a .v s-u .•.+ •.._,• .-•.
Approval Stamps:
-17 503(05:�" la i r - _
GENERAL NOTES: rBuildersDE51GN PARAIVIETER5: (HIP-GABLE ROOF)
[WIND DE51GN PER ASCE 7-10, SEISMIC DESIGN PER AI5C 341-051
1 . TH15 STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 409 Dixon street 1 . WIND VELOCITY: 175mph (EXp.C)
IBFLORIDA
C BUILDING CODE AND THE FLOBUILDING CODE.WIND 2. WIND IMPORTANCE FACTOR: I .0
LOADING DESIGNED IN ACCORDANCE WITH THE A5CE - 7-10.
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE Vidalia , GA 30474 3• WIND IXP05URE: C {175mph)
ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE 4. INT. 05URE CL COEFFICIENT: O. 18 -*
TIME OF MANUFACTURE. 5. ENCLOSURE CLASSIFICATION: ENCLOSED
COMPONENTS AND CLADDING:
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G.
-ROOF LOAD (ZONE#0: +27.4/-56.0 P5F
DIMENSION. !
4. OUTSIDE OVERALL DIMEN51ON5 CAN VARY BETWEEN LIMITS SHOWN Sheet Index -ROOF LOAD {ZONE#2): +27.4/-78.9 P517
-ROOF LOAD (ZONE#3): +27.4/-124.6 PSF
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED.
5. LUMBER USED FOR CONSTRUCTION SHALL BE A5 FOLLOWS: 51.0 '- Cover General Design Notes -WALL LOAD (ZONE#4):WALL LOAD (ZONE#5): +GO.G/-7G.G PSF
FLOOR JOISTS- 2x4 S.Y.P.#2-(I 2-15%MOISTURE CONTENT) SIA Electrical & General Floor Plan -WALL LOAD (ZONE#405): +GO.0/-70.9 P5F
2xG 5.Y.P.#2-(1 2-15% MOISTURE CONTENT) S1.2 Skids & Floor Framing Plan 7. FLOOR DE51GN LIVE LOAD: 125 P5F
2x8 5.Y.P.#2-(12-1 5% MOISTURE CONTENT) 51.3 j Skid and Floor Framing Details 8. FLOOR DF-51GN DEAD LOAD: 12 P5F
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: 9. ROOF DESIGN LIVE LOAD: 20 P5F
SKIDS, FLOOR JOISTS AND 3/4"T*G FLOOR SHEATHING S1.41 Roof Framing & Schedule 10. ROOF DESIGN DEAD LOAD: SELF WEIGHT
7. TRU55 DESIGNED TO SUPPORT D.L.+L.L.=30 P.5.F.
8. HANDICAP ACCESS TO BUILDING IS FIELD IN5TALLED BY OTHERS AND S1.5 on
p Typical Frame Section Details 1 1 . WALL DF-51GN LOAD: 8 P5F
SUBJECT TO LOCAL JURISDICTIONPP
AROVAL. 51.6 , End Wall Frame Options 12. COMBINATION LOADS: AS PER A5CE 7-10
B
9. ALIiAL�JMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM 13. SEISMIC USE GROUP:14. BUILDING CATEGORY: I
• YIEE14SAENGTO. ••
•�*I O. ROQ.F.;j�3PE SFkA•LL aE 3:12 WHEN SHINGLES ARE APPLIED, SEE FBC 1 5. BUILDING OCCUPANCY: STORAGE - NON HABITABLE , Infvnaurtivn
••••• 1 50Y.2 FOR SMWGL6 REQUIREMENTS. ROOF SLOPE FOR METAL GENERAL NOTES CONTINUED: I G. CONSTRUCTION-TYPE: '713 2E ToBuildoll
�• ROOF5 SHALL W-15-T-PANUFACTURER5 RECOMMENDATIONS. 17. ALLOWABLE FLOORS: 1
"•I-F. RopF.fliNi-fERS� �kt� HAVE THE SAME SPACING A5 THE WALL 22• DOOR SHALL BE 2 1/4"x I I/I G"ALUMINUM EXTRUDED 18. EXTERIOR WALL FIRE RATING: 0 CODE REW EW
STUT)3AND SH'�tBL•B- LOCATED SAME LY OVERTHE WALL STUD. FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM. 19. DE51GN OVERHANG: 8 INCH ,0rofesslonal Service Industries
"'r2. P,00f0 SLpPE5 P&TW;EN 2:1 2 AND 4:12 SHALL HAVE A DOUBLE DOOR ATTACHED TO VERTICAL 2x4. 20. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 FLORIDA 9748 rd Street
....: UNU'ERLAYMENT•RPPLICATION IN ACCORDANCE WITH SECTION 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, BUILDING CODE PlanOrlando,ewer: ilium 9
GARAGE DOORS, GO"x 72" ALUMINUM DOOR, 32" AND Plan 5185040 William E.Keary,III
1507'2.8 OF Ttfl;;"E3.C. 20 10 2 I . THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE !cc#slaso40 1
.... 48"SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE, FOLLOWING CODES: LA#UO0406
• I�. ANGf M 5HAI-t•ML-MLTHE REQUIREMENTS OF ALL APPLICABLE FL SM!-79,SMP-51
•� LOCAL CODES?%I1�DV15 IS NOT A FOUNDATION DESIGN. SIZE, QUANTITY, AND LOCATION MAY VARY. 2014 FBC, 5th Edition -
***r4. I3LAL*0ING 15 CLA55IMED AS TYPE"5" (STORAGE) 24. PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES 2011 NEC
15. ALUVINUM WINDOWS - TYPE, SIZE, QUANTITY, AND LOCATION MAY MAY BE USED INSTEAD OF DOORS LISTED ABOVE 2014 Florida Fire Prevention Code
VARY. 25. MAXIMUM WALL HEIGHT TO BE 8'-0" Haney Associates,Inc.
Certificate of Authorization
I G. ALL FASTENERS INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED 2G. ALL BRAND MATERIALS SPECIFIED MAY BE 5UB5TITUTED
FASTENERS. FOR EQUIVALENT OR GREATER PRODUCT. THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY i No.27124
17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN 27• ALL BUILDINGS (EXCEPT TH05E IN USE AS AN ACCESSORY CODE IN ACCORDANCE WITH 101 .5.2
ORDER FOR THESE DE51GN DRAWINGS TO ACCURATELY REFLECT BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER ���
FIELD PERFORMANCE CONDITIONS. 400sa.ft.) MUST HAVE ATLEA5T(1) 32"x80" (MIN.) DOOR. 51TE IN5TALLED ITEMS: ��`�G� R.
18. THESE STRUCTURES SHALL NOT 13E USED FOR COMBUSTIBLE OR 28. ROOF FRAMING AND WALL FRAMING TO BE 3%2" METAL I . THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. -4QL•,�\CEJV '• .•�/�
HAZARDOUS MATERIAL. STUDS SPACED AT A MAXIMUM OF 24" O.C. 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. ` 0
DE CORRUGATED 3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS)TO THE No. 558 •.•' '_'
20. OPTIONAL EXINCLUDE WALL COVERINGS U
ALUMINUM, MASA ALUMINUM, 4" LAP ALUMINUM, 5/8" P.T. T I-I I BUILDING. _ '• '"
SIDING, VINYL 51DING WITH ENERGY BRACE BACKER, HARDI BOARD, 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 1503 AND
STEEL 51DING AND '"KO" STUCCO ON 5/8" DENSE GLA55 GOLD R3 18.G
AND POLYCARBONATE GREENHOUSE PANELS 9 TE
NOTE: THIS L15T DOES NOT NECE55ARJLY LIMIT THE ITEMS OF WORK ;O,n'•. .`
21 . ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS 51DE AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE :��5'•:c�ORI� • �`��
WITHOUT THE USE OF A KEY. INSTALLATION. ALL 51TE RELATED ITEMS ARE SUBJECT TO LOCAL NAL.
JURISDICTION APPROVAL _ �t r�t r t t t►t ��
Project No. - Sheet Number:
These plans were designed in accordance with: Wide Metal Master Ptah Designed By: 132N224-
- --- ����� ����fl� ��9Inc. 2011 NEC 2014 FBC, 51h Edition Lark Builders
O.R.H. MI65d175c
Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
P.O.Box 348,SisMfle,S.C.29682-Phove:864-646-7600 For Wind Speed 175 mph, Exposure C Vidalia, GA 30474 C.L.A. 05/20/13
Approval Stamps:
ELECTRICAL NOTE5: --
I . WHEN AIR CONDITIONING 15 IN5TALLED IN TH15 BUILDING, IT 5HALL BE
THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY WIRE AND BREAKER 51ZE5 FOR ACTUAL
HVAC UNIT(5) IN5TALLED ALL WIRING TO BE IN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE LATEST EDITION.
2. FLEXIBLE CONDUIT FOR LIGHT FIXTURE5.
3. EACH CIRCUIT 15 TO HAVE CONTINUOUS 50LID COPPER INSULATED 2" MIN., GO" MAX. WIDTH
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT, LOCATION 24" BY G'-8" HEIGHT DOOR,
D15TRBUTION PANEL. ND QUANTITY MAY VARY LOCATION MAY VARY.
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE AND ARE OPTIONAL.
5' MAX. NIAX•
GROUNDED TO MINIMUM 10'-O"COPPER CLAD EARTH DRIVEN ROD
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL.
5. ALL CONDUIT TERMINATION'S OF I" OR LARGER ARE TO HAVE PLASTIC 1 l
INSULATED BUSHINGS. _ 3%Z' METAL 5TUD5
G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL SPACED AT 24"
ELECTRICAL CODE (NEC), LIFE SAFETY CODE (NEPA 101), LATESTO.C. MAX.
EDITIONS.
7. HVAC EQUIPMENT 5HALL BE PROVIDED WITH READILY ACCE5515LE m P.T. 3! TSG
D15CONNECT5 ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCHFLOOR EATHING
0 5EE VARIOUS END 5EE VARIOUS END WALL '
WITH A MARKED "OFF" POSITION THAT 15 PART OF THE HVAC WALL FRAMING
EQUIPMENT 5HALL BE PERMITTED A5 THE DISCONNECTING MEAN5 Q { - FRAMING SECTIONS FOR
ONLY WHERE OTHER D15CONNECTING MEANS ARE AL50 PROVIDED BY SECTIONS FOR WALL AND DOOR FRAMING.
AND WINDOW FRAM G.
A READILY ACCE5515LE CIRCUIT BREAKER. w
8. PRIQR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING
• RAT#N f.*&THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED A5 —
;••••; BEING IN COMI�IANU WITH SEC. 1 1 O-9 OF THE NEC BY A LOCAL
. Infomtatiort
...••• ELEE;;tZ4CAL COQ SULUT. '
� o Build Ora
-. 9. THE h4AIN ELECIRJCA;PANEL, FEEDER5, POWER HOOKUP TO BUILDING
.... (INC(LIQL,NG ALL OrSONNECT5, OVER CURRENT DEVICES, PANELS, T$RCODE REVIEW
..... GR0J t�QIflG, E ir,):li5�DE51GNED 13Y OTHER5, 51TE IN5TALLED,
Professional Street Service Industries
'..:.. SUBJ�CT.TO LOQ;J ,)URI501CTION APPROVAL. Orfa 33rd Street
32839
1 G. ALL!V=TO 9V4J(;ME5 AND OUTLETS TO BE#12 AWG THHN AND OPTIONAL ELECTRIC TO M ----3z" MIN., 60" MAX. WIDTH Plan Reviewer:
wer:Florida William
E.
..... • BY G'-8" HEIGHT DOOR, Plan Reviewer:William E.Bleary,ill
WILL MEET THELQl QF,CODE REQUIREMENTS 5ET FORTH IN THE NEPA H UNIT FIELD ICC#5186M
..... 70, NATIQNAL�61�("VCAL CODE. ZNECTED FROM LOCATION MAY VARY. LA#000406
•• ! l . ALL'ECL'C�RICAI.OUZLETS SHALL BE GFCI IN ACCORDANCE WITH TING POWER FL SMI-79,SMP-51
ARTI"121 O.%(A)(4 NEC-08. RCE TO UNIT
50-0" MAXIMUM BUILDING NGTH - -
c.
Electrical Symbol Key Haney Associates,Authorization
Certificate of Authorization
No.27124
GFCI Duplex Receptacle 120V 10 Nores: - --
v ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LO TION5 MAY VARY.
Incandescent Light w/ (1)-60w Bulb �•`�G� R.
Typical Floor Plan : '
Junction fox 5CAL - E�/3F • �-�
�JJ � � No. 558
Switch
STATE OF -
WP i Weatherproof � zlS�t � oT�.''• :��oR►oP••
r
ZONAL
$R Switch w/ Receptacle Outlet 120V 101
°°sS ��•``�•
Project
����rriiii►��
-- - _ --- - --�- -- These plans were designed in accordance with: - --Single Wide Metal Master Plan Designed By: 13EN224� - - Sheet Number: - --
2014 FRC,
Hane Associates Inc. 2011 NEC 5 Edition Lark Builders O.R.H. ivI165d175c
Engineering & C®alastranetii®aIa Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
P.O.Box 348,Sia Me,S.C.29682-Phone:864-M6-7600 C.L.A. 05/20/13
For Wind Speed 165 mph, Exposure D Vidalia, GA 30474
___-2 of 7__.._
Approval Stamps:
SKI® LAYOUT AND FLOOR FLAMING SCHEDULE 5EE SCHEDULE FOR JOIST SIZE — ---r
125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid)
Width' Joist Size&Spacing I A B IW!dth. Joist SizeBzSpacing A S
nAn nBn nAn
6'-0" W's @ 16" O.C., Max. 15" 42" 6'-0" 2x4's @ 16" O.C., Max. 12" 24"
8,-On 2x6's @ 16" O.C., Max. 18" ; 60" 8'-0" 2x6`s @ 16" O.C., Max. 16" 32"
10'-0" 2x6's @ 16" O.C., Max. 24" i 72" 10'-0" 2x6's @ 16" O.C., Max. 20" ' 40" 5EE SCHEDULE FOR JOIST SIZE
2x6's @ 16" O.C., Max. ; 24" 84" 11'-0" 2x6's @ 16" O.C., Max. ; 22" 44" 17-1
r n ' r n � n " r n e rr n '
11 -8 2x6 s @ 16 O.C., Max. 28 1 84 1 1 -8 12x6 s @ 16 O.C., Max. 24 46n
r n n n r n ► n n u nAn .B" nBn nAu 01
13-0 2x8 s @ 16 O.C., Max. ! 36" 184 13-0 2x8 s @ 16 O.C., Max. 126 152
e-
13'-8" . 2x8's @ 16" O.C., Max. 40" ; 84" 13'-8" ; W's @ 16" O.C., Max. 28"
NOTE5:
•FA5TENER5 WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENT5 A5 5ET FORTH
UNDER FBC 2304.9. 1 AND TABLE 2304.9.1 UNLESS OTHERWISE 5PECIFIED.
o ALL SKIDS ARE P.T.-4xG 5.Y.P. #2 OR (2)-P.T.-2xG S.Y.P. #2
o G'-O"WIDE UNIT5 MAY U5E 2x4 5.YTP #3 JOI5T5
• o ALL J015T5 ARE TO BE P.T.-S.Y.P. #2
P.T. SIDE RAIL TO MATCHP.T. 51DE RAIL TO MATCH
J0I5T SIZE, 5EE FRAMING J0I5T 51ZE, SEE FRAMING
• •• 5CHEDULE FOR SIZES. SCHEDULE FOR 51ZE5.
• ¢ Y'@3 Info miation
..
�E° TbBuik10n
•
• CODE REVIEW
Professional Service Industries
• • • 9748 33rd Street
• Orlando,Florida 32839
••••• •• • • • SEE SCHEDULE FOCD
R JOIST SIZE Plan Reviewer.William E.Neary,Ill
ICC#6385040
• • " " 5EE SCHEDULE FOR J0I5T 51ZE LA#UO0406
•• ••• • FL SARI-79,SMP-69
•0000 ••• • •
... ' I v2
I - Haney Associates,Inc.
Ll
Certificate of Authorization
No.27124
`,�tllllriitr
.1,
lop,mltkTPS.Y.P. #2 or " 3 P.T.-4xG S.Y.P. #2 or " G'-O"4-O or 6-O _ 4-O or � 0 . .•a
I . (2)-P.T.-2xG 5.Y.P. #2 SKIDS Optional Porch 1 • (2)-P.T.-2xG S.Y.P. #2 SKIDS Optional Porch = No. 6455
50'-0" MAXIMUM BUILDING LENGTH 50'-O" MAXIMUM BUILDING LENGTH ='
STATE OF 4 .
�'•, P--•
Typical 2 Skid Floor Framing Plan Typical 3 Skid Floor Framing Plan
SCALE: 1/4"= 1'-0" SCALE: 1/4"=P-0"
These plans were designed in accordance with: Single Wide Metal Master Plan .Designed By: Project No. —Sheet Dumber:
a 2014 FBC 5*h Edition 13EN224-
__. __f_ ane Associates, Inc. 2011 NEC Lark Builders O.R.H. MI65d175c
j Engineering & Construction Planning a
2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
P.O.Boa 348,Six Mile,S.C.19682-Phone:864-6467600
For Wind 5peed 165 mph, Exposure D Vidalia, GA 30474 C.L.A. 05/20/13
3 of 7-- -— -�.
Approval Stamps:
" - 20ga. METAL WALL STUDS
SEE PIAN VIEW FOR 5PACING
5EE FRAMING SCHEDULE 5KID5 MAY BE P.T.-4xG 5.Y.P. Y" - 20,3a. METAL 50LE PLATE,
FOR JOIST 51ZE #2 OR(2)-P.T.-2xG 5.Y.P. #2 CONTINOU5 W/ 5/1 G"x4" LAG5
_ ATTACH EACH STUD TO SOLE AT I G" O.C., Max.
PLATE WITH (2) #10 SELF P.T. 3/4"T*G FLOOR
DRILLING GRABBER 5CREW5 5HEATHING
(1) INTO EACH FLANGE.
5ENCO K28 (OR EQUAL) /—NOTCH 5KID5 1Y2"x IY2"
NAILS AT 12" O.C., ROWS FOR EACH FLOOR J045T
5HAL.LBE 1 .5" FROM EDGE, _ _ r, /r -__ -----_--� - -
STAGGER ROWS G" FOR
(2)-P.T.-5.Y.P.-2xG'5 5KID5, 2x BLOCKING BETWEEN
START PATTERN WITHIN G" SKIDS, FASTEN TO END
OF EACH END OF SKID 2x4 BLOCKING BETWEEN _ - - _ JOIST W/(3)-0. 1 20"x3"
5KID5, FASTEN W/ NAILS AT i-2'16.-C EACH
(2)-0. 120"x3" NAILS AT 51DE, 5TAGGERED.
1 2" O.C., 5TAGGERED.
1 5KIDVFLOOR FRAMING DETAIL 2 END JOIST FRAMING DETAIL
I . SCALL:: 1.5'=I'-O'
hifonnalion
••••• • • • �1 T&UdOn
•• �•i•e� SKIDS MAY BE P.T.-4xG 5.Y.P. - �
••••• • •. .. .. #2 OR(2)-P.T.-2xG S.Y.P. #2 CODE REV7EW, Professional Service industries
• • • • , • 9748 33rd Street
••••• • •• ••••••
•
• • • • • , ° Orlando,Florida 32839
• •• •••• 2" LAP SPLICE FASTENED Plan Reviewer:William E.Neary,III
••••• W/(Q-511 G"x4" LAGS Icc#6186040
• • •••••• LA#U00406
• 'Y P.T.-4xG S.Y.P. (OUTER FACE), (3)-5/I G"x4" FL SMI-79,SMP-51
#2 5KID5 LAG5 (INNER FACE), (9) LAG _
• 5CREW5 TOTAL.
•••• ATTACH JOIST TO SKID WITH
Haney Associates,Inc.
5/1 G"x4" LAG SCREW OR(2) Certificate of Authorization
51MP50N H-3 (OR EQUAL) AT No.27124
EACH END OF J0I5T, 5EE s, —
3"xG" SPLICE PLATE ON 3 of
FRAMING 5CHEDULE FOR SIZE. 4 5IDE5 OF JOINT, FASTEN
(2)-P.T.-2xG EACH PLATE WI(5)-5ENC0 `� +++ +►t t r
5.Y.P. #2 SKIDS K28 (OR EQUAL) NAIL5 Gy, R.
NOTE: ATTACH END JO15T5 TO SKID WITH (2)-5/1 G"x4" EACH 51DE.
LAG 5CREW5 (OR(4)-0.13 1 x4" GUN NAIL51 AND A CEN .
I H-3 OR EQUAL AT EACH END OF JOI5T. . ,•No 5 8..°•��
S MPSON [ l •:�e
TYPICAL SKID TO - 1
77
3 JOIST CONNECTION DETAIL 4 TYPICAL SKID SPLICING DETAIL STATE F
1 . SCALE:3!4°=I''Cr i �t`�•,
I . SCALE:3!4°=1 1-01
b_
OR I'
ZONAV-
��`��
-- --- --- — --- - These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: 13EN224roject � Sheet Number:
�p 2014 FSC, 51h Edition O.R.H.
Haney Assodates9 �a--C- 2011 NEC
Lark �������� M165d175c S1 o
_ Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
P.O.Bos 348,Sia idle,S.C.29682-Phene:864-646-7600 For Wind Speed 165 mph, Exposure D C.L.A. 05/20/13
- p p p Vidalia, GA 30474 _ _ 4_of 7
Approval Stamps:
ATTACH ROOF FRAMING TO i
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-1 Gx I TEK5
PANHEAD SCREWS WITH #3
DRILL POINT AT G" O.C.
5EE ROOF FRAMING 1
SCHEDULE FOR RAFTER AND l
BRACING 51ZE5 AND 5PACING
i
i
i
i
2 1120 x 1/26 CORRUGATED
3Y2
ROOF PANELS FASTENED °-ZOga. METAL COLLAR TIE, 4'-0" �"-20ga. METAL STUDS '
LONG, ATTACH Wt (2) #10 SELF SPACED AT 24" O.C. MAX.
WITH 1/4"-14 x 3/4" HWH DRILLING GRABBER 5CREW5 EACH SIDE
TRAXX/I AT G" O.C.
1 SEE ROOF FRAMING 31'2"-20ga. METAL 5TUD5 1 OVERHANG OPTION DETAIL
f SCHEDULE FOR RAFTERS SPACED AT 24" O.C. MAX. 1 .5 SCALE:3/4°=I'-0°
O `
31/2"_20ga. METAL BRACE AT
„ z p SEE ROOF FRAMING 3'-0"ABOVE FIN15HED FLOOR,
•,;,,• ,� O SCHEDULE FOR FASTENING ATTACH TO EACH STUD W/(2)
0.00; •� -�; REQUIREMENTS #I O SELF DRILLING GRABBER )rfprrracttion
SCREWS, (1) INTO EACH FLANGE
•0000 0�000i •U 1 vBuildOn
•, �� � ATTACH ROOF FRAMING TO '
5EE 51 .2 FOR SKID 2 1/2"x 1/2" CORRUGATED TOP PLATE OF WALL FRAMING CODE RAE/
• • • • AND FLOOR FRAMINGPANELS (FASTENED Wl#8 x WITH BUILDEX 10-1 Gx I TEK5 Professional Service Industries
���•� •� •�• •�� •� IPANHEAD 5CREW5 WITH #3 974833rd Street
••�•: e: :••• 1%2' WOOD SCREW AT G" DRILL POINT AT G" O.C. Orlando,Florida 32839
�•••• � O.C. (OR EQUAL) _ Plan Reviewer:William E.Neary,III
• • •0000• ICC#5185M
LA#000406
•, • ••• • • VARIES, G'-0" to 13'-8" _ FL SMI-79,SMP-51
OF•
•000 Typical Frame Section
SEE ROOF FRAMING Haney Associates,Inc.
Certificate of Authorization
SCALE: I/4"= 1'-0" SCHEDULE FOR RAFTER AND
No.27124
13RACING SIZES AND SPACING -
R /y
3%2"-20ga. METAL 5TUD5 Q��G•' ,Ely •��/��i
SPACED AT 24" O.C. MAX. + 0��••oyla�/S�F••••�,L
` No. 64558
i=.o GO
/'2NOVERHANC2 OPTION DETAIL ��:,• STATE OF .• =I
I. SCALE:3/4"=I'-0" P
ZONALt��•��•
- �- -�- - — -- - —! These plans were designed in accordance with: - --Single Wide Metal Master Plan Designed By: P3�22o'-' - -- Sheet Number:
2014 FBC, 5th Edition O.R.H. M165d175c ;
-- vo
Haney Associates, Ing. 2011 NEC Lark Builders
i
En xneeri & Construction PliEl
ng annng
Engineering 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
— P.O.Bax 348,Six Mlle,S.C.29682-Phone:96A-646-7600 For Wind Speed 165 mph, Exposure D Vidalia, GA 30474 C.L.A. 05/20/13
6
A
roval Stamps:
2-1/2"x 1/2' CORRUGATED P,00f
PANEI-5 FASTENED WITH 1/4"-14 x
3/4" HWH TRAM I AT G"O.C.
3%2" - 206ja. METAL BRACING,
ATTACH EACH END TO 5TUD5 I MY METAL BRACE AT 3'-0"
121, METAL BRACE AT 3'-O'---\ (2) #10 SELF DRILLING GRABBER, ABOVE FINISHED FLOOR,
-D FLOOR, SCREWS, (1) INTO EACH FLANGE
ABOVE FIN15MF I ATTACH TO EACH STUD
ATTACH TO EACH STUD [NOTE THAT TH15 BRACING 15
GRABBER 5CREW5, (1) W1(2)#10 5ELf DRILLING
W1 (2) #10 SELF DRILLING REQUIRED ON 51DE WALL5 A5 WELL GRABBER 5CREW5, (1)
INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)] INTO EACH FLANGE
ou
51f!f 51 .2 FOR,SKID AND FLOOR
VAME5, G'-O° to 13'-8" FRAMING VARIES, G'-O" to IN-& of
End Wall framinq Option End Wall framinq Option
SCALE: 1/4"= 1'-0" OPENINGWALL FOR 51DE ARE SCALE: 1/4"= 1'-0'
70 BE FRAMED 51MILAR TO TH05E
*see: so 00 SHOWN HERE FOR,ENDWAU-5 gq�! Infornmfion
JAW.M. X'bBuikJ0n
•
CODE REVIEW
3/4" HWH TRA=I AT Go O.C. —---------- ...... Professional Service Industries
2-1/2' x 1/2" CORRUGATED ROOF
•
PANELS FASTENED WITH 1/4"-14 X
1748 33rd Street
epee::
Orlando,Florida 32839
0.: 60*000 I Plan Reviewer.William S.Neary,III
ICC#6186040
4'-O" LA A.100406
FL SIVII-79,SMP 51
6-0" Max. M2" - 20-0a. METAL BRACING, Max.
• ATTACH EACH END TO 5TUD5 7 >i2 METAL BRACE AT 3'-09
2
VC%2" METAL BRACE AT 3'-0" (2) #10 SELF DRILLING GRABBER ABOVE FINISHED FLOOR, Haney Associates,Inc.ABOVE FINISHED FLOOR, 5CREW5, (1) INTO EACH FLANGE Certificate of Authorization
ATTACH TO EACH 5TUD
ATTACH TO EACH STUD0 No.27124
J LU
NG
W1 (2) #10 SELF DRILLING [NOTE THAT TH15 BRACING 15 W1(2) #10 SELF DR
GRABBER SCREWS, (1)
REQUIRED ON SIDE WALLS A5 WELL GRABBER 5CREW5, (1)
INTO EACH FLANGE
INTO EACH FLANGE (50TH SIDES Of EACH CORNER)]
......
NOTE THAT TH15 BRACING .... ..
15 REQUIRED ON SIDE 0
0
WALLS A5 WELL(BOTH No. 6 558
SEE 51 .2 FOR SKID AND FLOOR SIDE5 Of EACH CORNER)
VARJE5, G'-O" to 13'-8" FRAMING VARJE5, 0-0- to 13'-8'
End Wall Framing Option
End Wall framinej, Option
5CAI F: 1/4"=1'-0' tORIV
SCALE: 1/4"= 1'-0" ml
,,'/0NAt-
Project No. Sheet Num er:
These plans were designed in accordance with: Single Wide Metal Master Plan i Designed By: 13EN224-
2014 FBC, h : O.R.H. M165d175c
Haney Associates Inc. Builders
2011 NEC 51Edition Lark
Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
P.O.Box 348,SixNfile,S.C.29682-Phone:864-646-7600 C.L.A. 05/20/13
For Wind 5peed 165 mph, Exposure 1) Vidalia, GA 30474 7 of 7
CONTINOU5 T 5IMP05N 5PH4(OR
AVIUM RING SCHEDULE (Single WI d� ANCHORING SCHEDULE (Single Wider OFP015TE 51E OF EQUAL)a 16'O.C.AND
Qpt, Opt, Opt Opt Building g pt. 9 BUILDING OVER ° 51MP05N 5PH4(OR
Building Building Max.Block Buitdin Max.Block O Opt Opt Opt. 20 a.z I-I!4°UPLIFT (t) 1!25x4 ASTM Zu-T
Stocks Blocks SKIDS AND ATTACH
Width Length Spacing 1 2 3 4 Width iength Spacing 1 2 3 4 STRAP,RUN OVER TO OPPOSITE GRADE A(MIN.)LAG BOLT EQUAU e i 6°O.C. AND
6'-0^ 6'-0° 7'-6" 4 2 2 2 2 13'-0" 14'-0" 61-6" 9 3 5 8 7 SKIDS ANCHOR AT ANCHOR HEAD THRU BASE PLATE DBI.2x6 {I) I/2 x4I ASTM A30T DBI.2x6
6'-0" 8-0' 7'-6" 4 2 2 3 3 13'-0" 16'-0" 6=8" 9 4 6 9 8 TO ANCHOR AT BLOCKING GRADE A(MIN.}LAG BOLT REQUIRED
OPPOSITE 510E OF REQUIRED FOR THRU BASE PLATE REQUIRED FOR
6=0° 10'-0" 7'-6' 4 2 2 3 3 13'-0" 18'-0" 6'-6" 10 4 6 10 9 BUILDING. 518'DIA.THRU BOLT THRIJ BOLT THRU BOLT
WITH 2'WA5HER, ATTACHMENT. 5/8°DIA.THRU BOLT [ATTACHMENT,
7'-6^ 4 2 2 4 3 13'-0" 20'-0^ 6'-6^ 12 4 7 11 10 ' ASTM A3O7 GRADE A WITH 2"WASHER,
4 2 2 4 3 13'-0" 22'-0° 6'-6° 12 4 7 12 10 (MIN.)GALVANIZED OR ' A5TM A307 GRADE A
I_ I f-^II i`' `-1 1=I EQUIVALENT (MIN.)GALVANIZED
4 2 3 4 4 13'-W 24'-W 6'-6" 15 5 8 1 13 11 —I "I I I L I I . Y OR EQUIVALENT
8'-0° 12'-0" T-6 6 2 3 5 4 13'-0° 26'-0" 61-6" 16 5 8 13 12 14=_
4"x8'k 16° 4gx8"x16°. r i•.-.. :::., ;''
8=0" 14'-0° 7'-6" 6 3 3 5 5 13'-0^ 28=0" 61-6" 17 5 9 14 13 11 I I II I CONCRETE BLOCK 5/8'DIAM..X 48'_17W
GROUND ANCHOR L
8'-0^ 1G'-0" 7_Sr WITH SINGLE 6 3 4 6 5 13'-0" 30'-0" 6'-6° 18 6 10 15 13 —I I1 _� '� 518°DIA X 48°
6°HELIX `•�%t / < �
10,-0^ _ - 1-0'-0"_ T_-0'_ __4_ 2 3 5_ 5 13'-0" 32'-0" 61-6" 19 6 10 16 14 I= I /g^DIAM.,X 48° (MODEL#59065) GROUND ANCHOR
_ � / WITH SINGLE 64 HELIX
-10=0" 12*-0" 7=0" 6 2 4 6 -5" 13'-0" 34'-0" 6'-6" 20 6 11 17 15 - II— IT— GROUND ANCHOR `�';�./?� (MODEL#5900)
7'-0"- 6 3 4 6 6 13'-0" 36'-0" 6'-0^ 21 7 11 18 16 = — WITH SINGLE 6 HELIX
0" 7'-0" 6 3 5 7 6 13'-0" 38'-0" 61-6° 22 7 12 19 17 (MODEL#59065)
10'-0" 20'-0" 7'-0" 8 4 5 8 8 13'-0" 40'-0" 6'-6^ 24 7 12 20 17 Anchor Attachment Option #I Anchor Attachment Option #2 Anchor Attachment Option
10'-0° 24'-0° 7=O^ 10 4 6 10 9 13'-0" 42-0" 61-6" 24 8 13 20 18
10'-0" 26=0" 7=0° 10 5 7 10 9 13'-0^ 44'-0" 61-6" 24 8 13 21 19
4 STUDS,SEE PLANS 3/1 G,GALVANIZED CABLE 71E WN
10'-0" 30'-0" 7�0" 12 5 7 12 10 13'-0" 46'-0" 6'-6" 25 8 14 22 1 20 51MP5ON 5PH4(OR EQUAL) FOR SPACING ENGINEERING PART#51556(OR EQUIV NT),
11'-0" 12'-0" 6'-6" 6 3 4 6 6 13'-0^ 48'-W 6'-8" 26 9 14 23 20 16'O.C.AND 112"DIAM-A51 V TIGHTEN TO 500 L55 OF N51ON
A36(MIN.)ANCHOR BOLTS 28C?TTOM PLATE
I V0 14'-0" 6'-6" 6 3 4 7 6 13'-0" 50'-0" 8'-6" 27 9 15 24 21 WITH A 5.5"MINIMUM x4 P.T. MINUTE MAN MMA-18 OR EQU W/5/8"
11'-0" 16'-0" $'-6" 6 3 5 1 8 7 13'-8" 14`-0° 6'-6" 12 3 5 9 8 EMBEDMENT AND A 3'MIN. 51MP50N T1TEN OR WEDGE-ALL EM DED 3'.
11'-01 11S0,61 6'-6" 8 3 5 8 8 13'-8" 16=0" 6'-6' 12 4 6 9 8 EDGE DISTANCE.5PACE 3000 PSI(MIN.)CONCRETE INSTALL A MINIMUM OF 6-1/2"FROM SLAB EDGE.
ANCHORS AT 36.O.C.(MAX.) SLAB
•11'.4 20'x•• 6'-6"• J•• 4 6 9 8 13'-8" 18'-0° 6'-6" 14 4 7 10 9 3000 P51(MIN.)CONCRETE 5LAB .. - '�
11' 2a,p;• • 6`-6" • 111 4 6 10 9 13'-8" 20'-0" 6'-6" 16 4 7 11 10 a 'v _
TITTF 24' " • $'-6°• 1 4 7 11 10 13'-8" 22'-0" 6'-6° 20 5 8 12 11 "- MINIMUM SLAB THICKNESS¢F 4-U2°
• 1'-0" 26'-0 $'-6"'• ••1.1- 5 7 11 10 13'-8" 24'-0" 61-W 20 5 8 13 12 f —f I I—I( ° e ° 4 ' - f
�l,— --f � -III=1 I I=1 I Ir • _ ,_ �
2W . 6'-6". . 5 8 12 11 13'-8^ 28'-0" 61-6° 24 5 9 14 13 1 I 1-1 1 SECTION OF STUD BLOCKING INSIDE •• ' : ,
WALL)RACK,SAME GA.AS WALL 57UD5,
=111—[ =f 1-1� —
5 8 13 11 13'-8" 28'-0" 6'-W 24 6 9 15 13 1 — (4114 12 x 3/4'5CREW5 IN EACH FLANGE,AT EACH ANCHOR LOCATION OR USE A
11'-0" 32�-0°• • 6'-6"s 14F 5 9 14 12 13'-8" 30'-0° 6'-6° 24 6 10 16 14 12• „
SIMPSON BP5 1/2'x3'OR EQUAL
• 34'0° $'-6" 14 6 9 14 13 13'-$" 32'-0° 6'-6" 28 6 11 17 15
•'�,� " — ,- „ , " ° — chor-Attachment O tion
36'-0° $-6 14 6 10 15 13 13 8 34-0 61-6 28 7 11 18 16 Anchor Attachment Option#3
31tr• • 6'-6' 16 6 110 16 14 13'-8" 36'-0^ 6'-0" 28 7 12 19 17 -
•+g1 4174• 6'-6"• 7 10 17 15 13'-$' 38'-0" 81-6" 32 7 12 20 17 '
e
11'4r 1 A• W-6^ 6 3 4 7 6 13'-8' 40'-D^ 61-6" 32 8 13 21 18
11'4r 14'-0' 6'-6" 6 3 5 7 7 13'-8' 42'-0^ 6'-6" 32 8 13 21 19 METAL STUD
111-8" 16'-0° W-60 6 3 5 8 7 13'-8° 44'-0° 61-6" 32 8 14 22 20 WALL TRACK
111-8" 18'-0" $'-6" 8 4 6 9 8 13'-8' 46'-0' 6'-6" 36 9 15 23 21 Wall Track Blocking Required for
111-8" 20'-0" 6'-6" 8 4 6 10 9 13'-8° 48'-0" 61-6" 36 9 15 24 22 Anchoring of Floorle55 Metal 5u1d1nga
11'-8^ 224r 8'-6° 10 4 7 11 9 13'-8° 50'-0° 6'-0" 36 9 16 25 22 GENERAL NOTES
11'-$" 24'-0^ C--65 10 4 7 11 10 1. DESIGN FOR MIN 3,000 P51 CONCRETE
11'-$" 26'-0° 6'-6' 12 5 8 12 11 2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3150 ibs.AND AN ULTIMATE LOAD OF 4725 lbs.
3. ANCHORS MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS.ANY BENDING OR DAMAGE CAUSED UPON
28'-0" 6'-6° 12 5 8 113 11 DE51GN PARAMETER5 INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED.
11'-8" 30'-0" 6=6" 12 5 9 14 12 4. CONTRACTOR 5HALL VI51T THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF NTH EX15TING CONDITIONS.CONTRACTOR 15 Haney Associates,Inc.
11'-8° 32'-0" 6'-6" 14 5 9 14 13 1• WIND DESIGN PER A5CE 7-10 RE5PON51BLE FOR MEETING SOIL CLASSIFICATION FOR SIZING HELICAL ANCHORS PER R'5 MANUFACTUREREQUIREMENTS.
2.DESIGN WIND SPEED: 165/ 175(ULTIMATE) 5. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 12"Of CORNER Certificate of Authorization
111-8" 34'-0" 6'-6" 14 6 10 15 14 3.ULTIMATE WIND EXPOSURE CATEGORIES: G. ANY REQUIRED INTERMEDIATE ANCHORS 5HALL BE PLACED EQUAL DISTANCES APART FROM EACH OTHER No.27124
111-8" 36'-0° 6'-6" 14 6 10 16 14 165mph:D t 75mph:C 7. THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD REQUIREMENTS WERE SET.
4.WIND IMPORTANCE FACTOR: 1.0 8. U5E TIE-DOWN ENGINEERING(OR COMPARABLE) 1/2°X 30"GROUND ANCHOR WITH SINGLE 4'HELIX OR 518'DIA.X 40'AND 48°
11'-80 381-0" 6'-6" 16 6 11 17 15 5. ENCL05URE CLASSIFICATION:ENCL05ED GROUND ANCHOR WITH SINGLE 6"HELIX
TIE DOWN ENGINEERING,INC TO INCLUDE
40'-0" 6'-6" 16 7 11 18 16 G.DF-51GN MEETS INTERNATIONAL BUILDING 9. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENT'S AS SPECIFIED BY
11'-6" 441-0" 61-6° 16 7 12 19 17 CODE 2012E FLORIDA BUILDING CODE 2014 REQUIREMENTS#N5 FOR SPACING AND SITE SPECIFIC 5011-CONDITIONS
10. MAXIMUM STRUCTURE HEIGHT 15 12 FEET(MAXIMUM WALL HEIGHT OF 8 FEET). n�,� •V
50'-0.. 6'-6" 18 8 13 22 19 1 1. NUMBER OF ANCHORS LISTED IN ANCHOR SCHEDULE ARE THE MINIMUM REQUIRED NUMBER OF ANCHORS TO RUN DOWN EACH �®�:• �.���7� � i
51DE WALL(THE TOTAL NUMBER OF ANCHORS REQUIRED PER 5LOUDING WOULD BE 2X THE NUMBER LISTED IN THE SCHEDULE) No. 644558 ••.
Sheet Number:
The5e Plans Were De5lgned in Foundation Anchorin Plans resigned�y: Project No. _ •�=
o O.R.H. 15EN224 STATE OF • .
almae .�.ssodlates,9 co Accordance with the 2414 Flordia KM nUIL�E�� o ,�
<°
Engineering �i Colnn#a•a�ctaaman Pta;>lstraa>m ; -'•.,�OR10
g 5uildin Code for a Ultimate Wind 4.09 DICKSON STREET l Checked By: nate: ° '41
P.O.Box 348,Six Mille,S.C.296C-Phone:864-646-7600 Jpggd up to I �5-D / 175-C `(IDALfA, GA. 3047'4 C•I-A• 07/07/15 1 u¢ fit Irll�ti��`�