RC-16-933 (2) Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone: (305)795.2204 Fax:(305)756.8972
Inspection Number. INSP-256414 PermitNUmber: RC-4-16-833
Scheduled Inspection Date:July 14 2016 Permit Type: Residential Construction
Inspector. Mesa,Michel
Inspection Type: Final
Owner. BRADY,SEAN CHRISTOPHER Work Classification: Shed
Job Address:9333 NE 9 Place
Miami Shores,FL Phone Number (954)483-7266
Parcel Number 1132050070080
Project: <NONE>
Contractor HOME OWNER
Building Department Comments
10 X 12 METAL SHED. Infractio Pawed Comments
INSPECTOR COMMENTS False
In9pecfor Comments
Passed
Failed
Correction
Needed ❑
Re-inspection F-1
Fee �-��
No Additional Inspections can be scheduled until
re-inspection fee is paid.
8
July 14,2016 For Inspections please calk(305)762-4949
Page 4 of 26
Miami Shores Village
PC10050 N.E.2nd Avenue NE a
Miami Shores,FL 33138-0000
Phone: (305)795-2204 ��
Expiration: 10/2912016
Project Address Parcel Number Applicant
9333 NE 9 Place 1132050070080
SEAN CHRISTOPHER BRADY
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
SEAN CHRISTOPHER BRADY 9333 NE 9 Place (954)483-7266
MIAMI SHORES FL 33138-2973
9333 NE 9 Place
MIAMI SHORES FL 33138-2973
Contractor(s) Phone Cell Phone Valuation: $ 2,696.40
HOME OWNER
Total Sq Feet: 120
Approved:In Review Available Inspections:
Comments:
Inspection Type:
Date Approved::In Review
Slab
Date Denied: Final
Type of Construction:10 X 12 METAL SHED. Occupancy:Single Family Review Planning
Stories: Exterior: Review Building
Front Setback: Rear Setback: Review Structural
Left Setback: Right Setback:
Bedrooms: Bathrooms:
Plans Submitted:Yes Certificate Status:
Certificate Date: Additional Info:
Bond Retum: Classification:Residential
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80 Invoice# RC-4-16-59313
DBPR Fee $2.00 04/07/2016 Check#:927 $50.00 $155.80
DCA Fee $2.00
Education Surcharge $0.60 05/02/2016 Credit Card $155.80 $0.00
Notary Fee $5.00
Permit Fee $100.00
Plan Review Fee(Engineer) $80.00
Scanning Fee $12.00
Technology Fee $2.40
Total: $205.80
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 zoning. Futhermore,I aut a the above-named contractor to do the work stated.
< .- May 02,2016
Authoriz gna re:Owne / Applicant / Contractor / Agent Date
Building Department Copy
May 02,2016 1
CEIV
Miami Shores Village
AP � 0-7' 2016_
Building Department BY-
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 201
BUILDING Master Permit No.c ` I��
PERMIT APPLICATION Sub Permit No.
F"OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: ( tel �� -RL—
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: 2 Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): ��-��� �c7 �`� Phone#: Qr7 q
Address: l 3�>3 �J e q t��--
City: "c Onm\ State: Zip: 3
Tenant/Lessee Name: t Phone#:
Email: v'� r� cQ-I �� IoO��/t>�-�,E:G� G l D �° ��►^'\
CONTRACTOR:Company Name: d W ,tiJ'ri2__ 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:$ a b o D Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration New/ ❑ Repair/Replace ❑ Demolition
Description of Work: l o k ) ,. Jc h e-4
Specify color of color
tt hru tile:
Submittal Fee$ W Permit Fee$ 1 CCF$ 1 • 6C) CO/CC$
Scanning Fee$ Radon Fee$ ( DBPR$ Notary$�
Technology Fee$ a ' Training/Education Fee$ L��Oc$ Double Fee$
Structural Reviews$ 0 ' Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
r
s
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 Signature
OWNER or A CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
®� day of A, I �— 20 ,by day of .20 .by
F�ple anally known .who is personally known to
me or who has produced tL- - i2 Li et,`�'�s 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:
Print: Print:
Seal: aloz�eoiso ssndx �' Seal:
09L95l d:1 uolsslwwoo byy a°
zaJeAIV elpUlS
ePuold Walai o!Ignd Ne2oN oqa o�
APPROVED BY Plans Examiner '-/-//"-///V/Zoning
41 Structural Review Clerk
(Revised02/24/2014)
r•
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores,Florida 33138
Tel:(305)795.2204
Fax:(305)756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: y DATE: —)0/ to
ADDRESS: Q333 oy_ tq t-PGgW_ST 3 ( 3g
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�Z
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. 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&
S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction.
• Initial
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
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.1 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 S/12
8. 1 understand that 1 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. 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 •
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
Ucensing Board at 850.487.1395 or htto://www.mvfloridalicense.com/dbprbr6/dIbAndex.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:
Inrdal_ �?-v
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_--��,,�
Ucensed 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 Ucensing 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
IC;C3
By who was personally known to me or who has
Produced there License or ]EC_ 11Erz ( ! �CN -C" as identification.
040% Notary Pismic State of Florida {
S.
india
india
I a My Commliss on FF 1567 50
Of�p4�`° Expires 09/0312018
OWN NOTARY
Miami shores Village
loss novel" Building Department
�. 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
tORiD�� Tel: (305) 795.2204
Fax: (305)756.8972
SURVEY AFFIDAVIT
STATE OF(FLORIDA)
COUNTY OF(DADE)
The undersigned Affiant, Se-a"r�� �� ,does hereby attest that
(Property owner)
The attached survey, performed by
(Name of surveyor's company)
For address: 8333
Performed on (date of survey)is an accurate representation of the existing conditions and
locations of all structures on the property as of this date.
The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property
without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to
remove or obtain permits for any structures which now may exist on the property which are not permitted or which
may violate zoning or building code regulations. The Affiant further understands that the existence of any such
structures may affect final inspections as applicable to this or other permits.
Further cant say eth na ght.
Property Owner SignPure Property Owner Print Name
SWORN TO AND SUBSCRIBED before me this 0-4 day of k?[W— .201(,.
Affiant is personally known to me, produced -CL-WNM La 'dentification.
Notary
RE
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January 28, 2814
Robert Moors
Lark Builders,Ire.
P.O.Drawer 629
Walla,GA 30475
RE: Manufacturer Cerafkau0n,ID MF r-114; Expiration Date: October 21, 2016
Dear Robert Moore
It IS my pleasure to Inftrrrn you that Lark Builders,Inc., located at 409 DIXON STREET,P O
DRAWER 629,VIDALM GA 30475, has been approved under the Manufactured Buildings Programt
as provided for under Chapter 553, Part I, Florida Statutes,to manufacture Factory Built Schools,
Storage Sheds, Mantes BkAdln9s fbr instapatkln in Florida.
Construction or modification on a manufactured building cannot begin until the Third Parry Agency
has approved the plans in accordance with the current Floridan Building Code. Your Third Party
Agency Is a contrad=for the Deparbnent and has wry autharity and responsibilities dm
must be met to maintain approved status.You may expect and demand quatitjr pians review and
Inspections.
Each Code change will make your plans obsolete until they have been reviewed,.approved and
Indicated [on the cover page of the plans]for compliance with the Code by your Third ParCy Agacy
for pians review. Please ensure that your plans are in compliance and are properly posted on our
website.All site-related lnsWnation issues are subject to the local authority having jurisdiction.
N '
The Departments contractor' will make unannounced Monitoring vlSlts at least once each yea- You '� z
must grant cornplete access to your,manufacturing fadilty and records to remain in compiiance with j � ® Z X
the rules and regulations of this program. M o
O C
O
Your certif7cadon is approved for three years ftam this date..You will receive a renewal notice by
Email generated by tate sas(ww_w._f orAbuii�dirtg for online renewal. If you have quest#oilszozz
you may contact Robert Lorenzo at SSO-717-IMS or our FAX at 8SQr.424-8436. 0
> m
, 'D
Please visit our website at wy"':d.fl� or�dabUil.dltt93._n W see valuable information on the Florida Q � y
Manufactured Buildings Prograrn.A copy of this letter must accompany applications for local D
building permits. C
zv
Sincerely,
Of
alga
MW Robert Lorenzo
Manufactured Buildings dram
cc:Professional Service Industries t G
.. ... . . . . . ..
.. .. .: .': : : %: '.
••• •:• : ••• : ••• i
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••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
offl'olan
Approval Stamps:
-175C in Metai Lapsider Box Eave Shed Master v
GENERAL NOTE5: a DE51GN PARAMETERS: (HIP-GABLE ROOF)
Lark Builders [WIND DESIGN PER A5CE 7-1 O, SEISMIC DESIGN PER AISC 341-051
1 . THI5 STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 ,Q� DixonStreet 1 . WIND VELOCITY: 175mph (Exp.C) ••••
IBC BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND •••• ••••••
LOADING DESIGNED IN ACCORDANCE WITH THE ASCE - 7-10. 2. WIND IMPORTANCE FACTOR: 1.0
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE A 3. WIND EXPOSURE: 'C{i 75mph) "" •
ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE Vidalia, GA 30474 4. tNT. PRESSURE COEFFICIENT: 0.18 ± ••: '••
5. ENCL05URE CLASSIFICATION: ENCLOSED •• �....
TIME OF MANUFACTURE.
3. WRITTEN DIMEN51ON5 SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING: • •
-ROOF LOAD(ZONE#I): +27.4/-56.0 P5F
•••• •••• •••••
DIMENSION. •�••� •••• ••:••'
4. OUTSIDE OVERALL DIMEN51ON5 CAN VARY BETWEEN LIMITS SHOWN Sheet Indy -ROOF LOAD (ZONE#2): +27_.4/-78.9 P5F •� �• ••��••
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. -ROOF LOAD (ZONE#3): +27.4/-124.6 P5F 00••: •
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOW5: 51.o • Cover- General & Design Notes -WALL LOAD (ZONE#4): +59.51-65.2 P5F
•
......
-WALL LOAD (ZONE#5): +GO.G/--76.6 P5F i ;09400
•
FLOOR JOISTS- 2x4 5.Y.1`12412-15%MOISTURE CONTENT) S1.11 Electrical &General Floor Plan -WALL LOAD(ZONE#405): +GO.O/-70.9 P5F 100• •.:6• ;••••;
2xG 5.Y.P.#2412-!5%M015TURE CONTENT) S1.2 Skids & door Framing Plan '•
7. FLOOR DESIGN LIVE LOAD: 125 P5F
LL
25.Y.P.#2-(12-15%MOISTURE CONTENT) i
x8
G. AOF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: S1.31 Skid and Floor Framing Details 8. FLOOR DE51GN DEAD LOAD: 12 P5F
5KID5, FLOOR JOISTS AND 3/4"T*G FLOOR SHEATHING S1.41 Roof Framing & Schedule 9. ROOF DESIGN LIVE LOAD: 20 P5F
7. TRU55 DESIGNED TO SUPPORT Q.L.+L.L.=30 P.5.F. 10. ROOF DE51GN DEAD LOAD: SELF WEIGHT
8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND S1.5.. Typical Frame Section Details if. WALL DESIGN LOAD: 8 PSF
SUBJECT TO LOCAL JURI5DICTION APPROVAL. 12. COMBINATION LOADS: A5 PER A5CE 7-10
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM S1.6 , End Wall Frame Options 13. SEISMIC USE GROUP: B
- 14. BUILDING CATEGORY: 1
YIELD STRENGTH.
10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED, SEE FBC 15. BUILDING OCCUPANCY: STORAGE- NON HABITABLE 1 Gi fornicaation
CONSTRUCTION TYPE:G. V B -anew 1
1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL GENERAL NOTES CONTINUED: _ - Ta ft
ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. 17. ALLOWABLE FLOORS: 1
11. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL 22. DOOR SHALL BE 2 1/4"x I I/I G"ALUMINUM EXTRUDED 18. EXTERIOR WALL FIRE RATING: 0 CODE REWEW
5TUD5 AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM. 19. DE51GN OVERHANG: 8 INCH Professional Service Industries
i 2. ROOF SCOFFS BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE DOOR ATTACHED TO VERTICAL 2x4. 20. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 * FLORIDA 174833rd street
UNDERIAYMENT APPLICATION IN ACCORDANCE WITH SECTION 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, BUILDING CODE Orlando,we Florida William
E.
GARAGE DOORS, GO"x 72"ALUMINUM DOOR, 32" AND Plan Reviewer.William E.Newry,iu
1507.2.8 OF THE F.B.C. 201 O 2 I . THE CON7RACTOR/MANUFACTURER MUST COMPLY WITH THE lcc�slsso4o
13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPUCA13LE 48"SINGlE DOORS, AND PRE HUNG STEEL DOORS. TYPE, FOLLOWING CODES: FL 7SMI-79,
MP- 51
LOCAL CODES AND THI5 I5 NOT A FOUNDATION DESIGN. SIZE, QUANTITY, AND LOCATION MAY VARY. 2014 FBC, 5th Edition
14. BUILDING 15 CLA551FIED AS TYPE"5" (STORAGE) 24. PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES 2011 NEC
15. ALUMINUM 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 6-O" Haney Associates,Inc.
Certificate of Authorization
I G. ALL FASTENERS INTO P.T. WOOD 5HALL BE HOT DIPPED GALVANIZED 2G. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED
FASTENERS. FOR EQUIVALENT OR GREATER PRODUCT. THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY No.27124
17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN 27. ALL BUILDINGS (EXCEPT THOSE IN USE AS AN ACCE55ORY 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. 400sq.{t.) MUST HAVE ATI EAST(1)320x80" (MIN.) DOOR. SITE I145TALLED ITEMS: �.`` C,h� R• �/ ���
t 8. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR 28. ROOF FRAMING AND WALL FRAMING TO BE 3Y2" METAL I . THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN 5Y5TEM. SAI
HAZARDOUS MATT=RIAL. STUDS SPACED AT A MAXIMUM OF 24" O.C. Z, RgMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. O;• � •'••��.;.
3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS)TO THE No. 558
20. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED •: '"
ALUMINUM, MASA ALUMINUM, 4" LAP ALUMINUM. 518" P.T. T I-I I BUILDING.
SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, HARDI BOARD, 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 1503 AND
STEEL 51DING AND"PI FKO"STUCCO ON 518" DENSE GLA55 GOLD R318.GSTATE
AND POLYCARBONATE GREENHOUSE PANELS NOTE: THI5 UST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK ;,O,n'•.
2 t. ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE % �S'•F...... .•' C?� `
WITHOUT THE USE OF A KEY. INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL � irs�QNAL
JURi501CT10N APPROVAL. �rll
These plans were designed in accordance with: Single Wide Metal Master Til Designed By: Project Na. Sheet Number:
• i 2014 FRC, 51h Edition O.R.H. M165d1 5c AM
Haney Associates Inc. 2011 NECno
I�.ark Builders
Engineering ng& Construction Planning2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
P.O.Box 349,six Mile,S.C.29692-Phone:864-646-7600 For Wind Speed 175 mph, Exposure C Vidalia, 30474 C.L.A. 05/20/13
I of 7
t-
• ELECTRICAL NOTES: Approval.Stamps:
1 . WHEN AIR CONDITIONING 15 INSTALLED IN THI5 BUILDING, IT SHALL BE
THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY WI RE 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 FIXTURES. ••• •••••• ••••
3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED 32" MIN., GO" MAX. WIDTH ;"' •.
WINDOW HEIGHT LOCATION � " •••••• •••• ••••••
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN • 24," BY G-8 HEIGHT DOOR, .
015TRIBUTION PANEL. AND QUANTITY MAY VARY LOCATION MAY VARY. '•••••
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE AND ARE OPTIONAL. 5' MAX' ••••••
.... ....
GROUNDED TO MINIMUM 10'-0"COPPER CLAD EARTH DRIVEN ROD ••••• •••••• •••••
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURfAL. _ �•••• ••• • ••••••
5. ALL CONDUIT TERMI NATI ON'5 OF I" OR LARGER ARE TO HAVE PLASTIC - ! •••• ••• ••••••
00
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 (NFPA 101), LATEST •
EDITIONS. O.C. MAX.
ap • • •
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE cn T. 314°TSG •• •
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH FLOOR SHEATHING
; SEE VARIOUS END SEE VARIOUS END WALL
WITH A MARKED°OFF' P051TION THAT 15 PART OF THE HVAC
p WALL FRAMING FRAMING SECTIONS FOR
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY SECTIONS FOR WALL WALL AND DOOR FRAMING.
A READILY ACCE551BI F CIRCUIT BREAKER AND WINDOW FRAMING.
8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS —
BEING IN COMPLIANCE WITH SEC. I 10-9 OF THE NEC BY A LOCAL �a Information
ELECTRICAL CONSULTANT. 4 � 1
9. THE MAIN ELECTRICAL PANEL, FEEDER5, POWER HOOKUP TO BUILDING
(INCLUDING ALL D15CONNECT5, OVER CURRENT DEVICES, PANELS, JRA CODE
GROUNDING, ETC.) 15 DE51GNED BY OTHERS, 51TE INSTALLED, Professional Service industries
SUBJECT TO LOCAL JUR15DICTION APPROVAL. f748 �Street
10. ALL WIRES TO SWITCHES AND OUTLETS TO BE#12 AWG THHN AND OPTIONAL ELECTRIC TO W ---32"MIN., GO" MAX. WIDTH odando,Florida 32839
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA EACH UNIT FIELD BY G'-8° HEIGHT DOOR, Plan Reviewer.William E.Newry,to
70, NATIONAL ELECTRICAL CODE. LOCATION MAY VARY. icc#i 406 o
CONNECTED FROM LA"0406
11 . ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH EXISTING POWER Ft.siw11-78,SMP-61
ARTICLE 1210.8(A)(2) NEC-08. SOURCE TO UNIT _
50'-O" MAXIMUM BUILDING LENGTH --
Haney Associates,
Inc-
Electrical Symbol Key
Certif cafe of Authorization
NOTES: No.27124
GFCl Duplex Receptacle 120V 10 •ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY.
incandescent Light w/ (I)-60w Bulb kiz ell-11 �.�`�G!�:.R:.Hq
Typical Floor Pian
SCALE: 1/4"a 1'-0" •.,os �F••�t��!�
Junction Box . �' Na.�5$
Switch
STATE OF
WP i Weatherproof �a��''• toR11DP••'��•`
w
$R 'Switch w/ Receptacle Outlet 120v 10 +r r���►��`
--`— These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: 13EN22 ect � Sheet Number:
2014 F8C,aney Associates Inc 2011 NEC 5th Edition Lark Builders O.R.H. M165d175c f I Sh,
-i-i
Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
P.O.Bos 348,MINMe,S.C.29682-Phancill" 46-7600 For Wind Speed 165 mph, Exposure D Vidalia, 30474 CL.A. 05/20/13
2 of 7 _ _
-- _ Approval Stamps:
SKI® LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOR J015T 51ZE
125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) f
r
Width{ Joist Size spacing 1 A B Width. Joist Sizempacing A B
...• ......
61-0" 12x4's @ 16" O.C., Max. 15 42 12 6'-0" ' 2x4`s @ 16" O.C., Max. " 24, �.• : .... .•
8'-0" 2x6's @ 16" O.C., Max. 18" ; 60" 8'-0" 2x6's @ 16"O.C., Max. 16" ! 32" r.... ••:. ....:.
n ' ' r n n i n 5EE SCHEDULE FOR J015T 51ZE •
10-0 2x6's @ 16" O.C., Max. i 24" i 72" 10'-0" 2x6 s @ 16 O.C., Max. 20 40 ""
2x6's @ 16" O.C., Max. , 24" 84" 11'-0" 2x6's @ 16" O.C., Max. + 22" 44" it, i *... ..•• .••.•
11`-8"; 2x6's @ 16" O.C. Max. i 28" 84" 11'-8" 2x6's @ 16" O.C. Max. 24" 1 46" •:•!: •••• : 00 •••
, . .. .. .•....
13'-0" 2x8's @ 16" O.C., Max. 1 36" 84" 13'-0" i 2x8's @ 16" Q.C., Max. 1 26" i 52" °A° "g° "B" "A" •.••• ••
. .
' .
13'-8" , 2x8s @ 16" O.C., Max. j 40" 84" 13`-8" 2x8's @ 16" O.C., Max. : 28" 156"
•••••
I.. . ••.•
No
. .
•FA5TENER5 WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL 5TRUCTURAL COMPONENT5 A5 5ET FORTH •
UNDER M 2304.9. 1 AND TABLE 2304.9.1 UNLE55 OTHERWI5E SPECIFIED.
•ALL 5KiD5 ARE P.T.-4xG 5.Y.P. #2 OR(2)-P.T.-2xG S.Y.P. #2
•G'-O"WIDE UNITS MAY U5E 2x4 5.Y.1'. #3 J015T5
•ALL J0I5T5 ARE TO BE P.T.-5.Y.P. #2 Z
.T. SIDE RAIL TO MATCH P.T. SIDE RAIL TO MATCH
JOIST 51ZE, 5EE FRAMING J015T 51ZE, SEE FRAMING
SCHEDULE FOR 51ZE5. 5CHEDULE FOR 51ZE5.
Q ¢ 51.M To
.To
a a � BuW On f
o yy •nEWE•p}��1�f11�
Professional Service Industries
�p 1748 33rd Stmet
5EE SCHEDULE FOR J015T 51ZE Plan Revsndo,Florida William
E.
Pian Reviewer.William E.Neary,11I
IGC#5186040
5EE SCHEDULE FOR J015T 51ZE LA##00406 �
t!] FL SMI--79,SMP-61
I2ap —
I - Haney Associates,Inc.
Certificate of Authorization
No.27124
eC 4 `�litllltit�'
R. y '.
3
?.T.-4xG 5.Y.P. #2 or 4'-O" or 6'-0" 3 P.T.-4xG 5.Y.P. #2 or 4-0"or G-Op:{2)-P.T.-2xG S.Y.P. #2 5KID5 I. (2)-P.T.-2xG S.Y.P. #2 5KID5 No. 918
Cpttonal Porch Optional Porch
50'-0" MAXIMUM BUILDING LENGTH 50'-0" MAXIMUM 13UILDING LENGTH '
STATE OF
Typical 2 Skid Floor Framing Plan Typical 3 Skid Floor Framing Pian .01., ONAL.
SCALE: 114'=I'-O" SCALE: 1/4"=I'-0" ` �' ►t I I 1 t t t 1
These plans were designed in accordance with: Single Wide Metal Master Plan- Designed By: Project No. Sheet Number:-
T� � � Associates � �® 2014 FBC, 5*h Edition . O.R.H. M165d1 5c
9 2011 NEC Lark Builders
_. Engineering & Construction Platnning
2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
r.o.Box 348,Shc;VIIIe,SC.2968t-rhonea6a-saa-�600 For Wind Speed 165 mph, Exposure 0 GA 30474 C.L.A. 05/20/13
Vidalia,_� . 3 of 7_--
• _._ - _A
pproval Stamps
a2_ - 20ga. METAL WALL STUDS
SEE PLAN VIEW FOR SPACING
SEE FRAMING SCHEDULE SKIDS MAY BE P.T.-4xG 5.Y.P. 3VI"- 20ga. METAL SOLE PLATE,
FOR JOIST SIZE #2 OR(2)-P.T.-2x6 S.Y.P. #2 CONTINOU5 W/5/1 GN4"LAG5
ATTACH EACH STUD TO SOLE
AT I G" O.C., Max. 0000••
PLATE WITH (2) #10 SELF i T. 3/4"T#G FLOOR fee' 0 .000 .°
6906 DRILLING GRABBER 5CREWS SHEATHING ...:.
. (I) INTO EACH FLANGE. ...... .
.eeee.
eeee eeee e
5ENC0 K28 (OR EQUAL) /—NOTCH SKIDS IYz"x lyz' 1 ,..... .:000000:000 00000•
NAILS AT 12"O.C., ROWS FOR EACH FLOOR J045T — _ ,; 1i _—_____—— 00.00• ••: 0.90:0
SHALL BE 1.5" FROM EDGE, ---/ ..eeee 0•
STAGGER ROW5 G" FOR ' ' '
2x BLOCKING BETWEEN �':_ • • •••'•-
(2)-P.T.-5.Y.P.-2xG's SKIDS, '°""
START PATTERN WITHIN G" SKIDS. FASTEN TO END'— : .'e ' ;00.00
2x4 BLOCKING BETWEEN _ J015T W/(3)-0. 120"x3" °° ' e'0:'. ' '
OF EACH END OF SKID SKIDS, FASTEN W/ —— — — NAILS AT 12°D.G. EACH °' '
(2)-0. 120"x3" NAILS AT SIDE, STAGGERED.
12" O.C.. STAGGERED.
! , IID*FLOOR FRAMIN 2 END J015T FRAMING D AIL
I. 5CALE:3/4•-1'-
t
j Infonnatfon
To Build On
5KID5 MAYBE P.T.-4xG 5.Y.P. � •
#2 OR(2)-P.T.-2xG S.Y.P. #2 CODE REWEW
e Professional Service Industries
a ° 1748 33rd Street
° Orlando,Florida 32839
2"LAP SPLICE FASTENED Plan Reviewer:William E.Neary,Ili
W/Q-5/1 G'x4' LAGS ICC#S98Sti40
P.T.-4xG S.Y.P. (OUTER FACE), (3)-5/1 GN4' Fl-LA�0 b
� SMI-79,SNIP-61
#2 SKIDS LAGS (INNER FACE), (9) LAG -
SCREWS TOTAL. —
ATTACH J015T TO 5KlD WITH
'k4' LAG SCREW OR(2) Haney Associates,Inc.
5/1 G
SIMPSON H-3 (OR EQUAL)AT '•:�••• Certificate of Authorization
No.27124
EACH END OF JOIST, SEE 3NG" SPLICE PLATE ON 3 of
FRAMING SCHEDULE FOR SIZE. 4 SIDES OF JOINT, FASTEN — -.
(2)-P.T.-2xG EACH PLATE W/(5)-SENCO
S.Y.P. #2 SKIDS K28 (OR EQUAL) NAILS .�`�,y, R../�/,Q'�r�
NOTE: ATTACH END JOISTS TO SKID WITH (2)-5/1 G"x4" EACH SIDE.
LAG SCREWS [OR(4)-0.131 x4"GUN NAIL51 AND A e'•••�CEIV .
SIMPSON H-3 [OR EQUAL] AT EACH END OF JOIST. No.58
TYPICAL SKIO TO
3 I CONNECTION D AIL 4 TYPICAL SKID 5P INC,CETAI O .• STATE
I. SCALE:314•-I�-o° I. 4•m '-O• ��'•�C 0 R 1 OP,.
hilt
These plans were designed in accordance with: ,Single Wide Meal Master Plan Designed By: Project
3 jectNo. Sheet Number:
angy Associates, Inc. N224-
2011 NEC 5f" Edition " O.R.H.i ���� Builders M165d175c
- -`--
Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
—r P.A.so:348,Sia htile,S.C.29682-Phone:86"4&7600
-- ----__-- --._ - -- C.L.A. 0520/13For Wind Speed 165 mph, Exposure d Vidalia, GA 30474
_ _ _ 4 of 7 _ _
• , Approval Stamps: ,
• , ROOF FRAMING SCHEDULE SCHEDULE AND ROOF FRAMING NOTES:
Wall Framing at 24x° 0-C-9 Max" .ROOF FRAMING SHALL BE SPACED TO UNE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD TRANSFER AND STRAPPING.
a ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND R318.6
Width! Rafter and Brace Size and Spacing: e FA5TENER5 WELL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS A5 SET FORTH UNDER MC 2304.5.1
AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED. •""•
e RJDGE MAY RUN IN THE SHORT DIRECTION `TURNAROUND" OR°VAULTED"5TYLE WITH A MAXIMUM GABLE END OF 30-0"AND SIDE •• •••• ••••;•
6'-0" ASIS SSMA S 350S162-54 @ 24" O.C. Max. WALL5 THAT VARY G'-0"TO 13'-8"OR THE LONG DIRECTION "STANDARD"WITH GABLE ENDS THAT VARY 6`-O"TO 13'-8"WITH A •• •••• •
I SSMA S 3505162-54 24" O.C. Max. MAXIMUM 51DE WALL LENGTH OF 50'-0".
00:00
$'-Q" ASS -- @ _ s ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-1 Gx 1 TEK5 PANHEAD SCR1:W5 WITH #3 DRILL POINT 100006
•
......
101-on , ASIS SSMA S 350S162-54 @ 24" O.C. Max. AT G" O.C. J0000
••.• •��•�• � •
ASIS SSMA—S 350S162-54 @ 24" O.C. Max.
11'-8" i ASIS SSMA S 350S162-54 @ 24" O.C. Max. ••;•; •;
13'-0" ASIS SSMA—S 350S162-54 @ 24" O.C. Max. �•••�•
....%
. . ......
13'-8" ASIS SSMA S 350S162-54 @ 24" O.C. Max. '
. i
i
- - ` Irjormcttivn
J� M71d On
CODE REWE
Professional Service industries
�
' - — — --
..__ - - — .._._ __.._.. —;= '__ - •- -�.--. 178 33rd Street
Orlando,Florida 32839
Plan Reviewer:William E.Neary,iii
Standard Ridcge lcc#61 Bow
0 31vi - 20ga. METAL RAFTERS AND � 0°�0fi
BRACING, 5PACED AT 24"O.C., MAX. Fu SMI-79,SMP-61
m UNE UP RAFTERS TO LAND ON WALL I
w a STUDS FOR LOAD TRANSFER. BRACING
Q TO MATCH RAFTER 51ZE AND GRADE, Haney Associates,Inc.
— SPACED AT 24" O.C., Max., A MINIMUM l Certificate of Authorization
OF 4 SECTIONS OF BRACING ARE No.27124
REQUIRED FOR ANY SPANS ABOVE I I'-&
`,��t,IlltlllJ
R. /y
�� •'\Civ`''�'� •�
a.
50`47 MAXIMUM BUILDING LENGTH - 30'-0" MAX. FOR VAULTED ROOF ti 04:..� �� S.••4 �
i" w
l-.0 � _s
STATE 0 ..
Typical Roof Framing Plan
SCALE: 1/4"=P-940R%D
ZONAL
Project Na, Sheet Number:
These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: 13EN224-
2014 F8C, 5th Edition "
aney Associates, Inc. 2011 NEC Lark Builders O.R.H.
M165d175c -124 Ag VA A
Eragiareea-fi>rgg & C®>astrueta®aa Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
P.O.Boz 348,Six hMe,S.C.29682-Pho=864-646.7600 For Wind Speed 165 mph, Exposure D Vidalia, GA 30474 C.L.A. 05/20113
5of7
Approeal Stamps; -�
ATTACH ROOF FRAMING TO
--� TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-1 Gx 1 TEK5
PANHEAD SCREWS WITH #3
sees
DRILL POINT AT G"O.C. ....
• . ..•. ..
o! • s s
.• • ••f• 00
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND 60000 :0000:
BRACING SIZES AND SPACING *00000 00000
'fogs •••• •••••
••os•2 1J2°x l/2°CORRUGATED 3V2"-20ga. METAL COLLAR TIE, 4'-O" -V"-20g . METAL STUDS s• flos s•
f
ROOF PANELS FASTENED LONG, ATTACH W/ (2) #10 SELF 5PACED AT 24"O.C. MAX. f 00000• ;
WITH 1/4"-14 x 3/4" HWH DRILLING GRABBER SCREWS EACH SIDE f g f f f
TRAM I AT G" O.C. f f f g
. • ••oosg
SEE ROOF FRAMING Y2"-20,0a. METAL 5TUD5 1 VERHANG OPTION QETAtL j
5CHEDULE FOR RAFTERS SPACED AT 24" O.C. MAX. I., ai :3�4•a I'-a
` < V2"-20cja. METAL BRACE AT !
d SEE ROOF FRAMING 3'-0"ABOVE FIN15HED FLOOR, i
SCHEDULE FOR FASTENING
ATTACH TO EACH STUD W/(2)
REQUIREMENTS #10 SELF DRILLING GRABBER
SCREWS, (1) INTO EACH FLANGE l;�fvr�natian
ko o� Build On
CD
o ATTACH ROOF FRAMING TO •'�B
SEE 51.2 FOR SKID 2 1/2'x 1/2" CORRUGATED TOP PLATE OF WALL FRAMING CODE REWE/
AND FLOOR FRAMING PANELS (FASTENED W/#8 x WITH BUILDEX 10-1 Gx I TEK5 Professional Servke Industries
1 I%2"WOOD SCREW AT G" PANHEAD 5CREW5 WITH #3 174833rd Street
' O.C. (OR EQUAL) _ DRILL POINT AT G" O.C. Orlando,Florida 32839
-. Phan Reviewer:William E.Teary,111
1 ICC#5185040
LA#U00406
VAR1E5, G-O"to 13'-b" =`- FL SMI-79,SMP-51
Typical Frame 5ectlon SEE ROOF FRAMING Haney Associates'Inc.
Ty
Certificate of Authorization
SCALE: 1/4 =P-0" SCHEDULE FOR RAFTER AND ;
No.27124
BRACING 51ZE5 AND SPACING _
•��, ..-OCEN&
G� R.
3'/2"-2o ja. METAL 5TUQ5
5PACED AT 24"O.C. MAX. { �F•••
No. 64558
•• STATE OF
/'2'\OVFRHANG OPTION DETAIL O '
1. SCALP:3/4*-V-0' i'�•'. ;ctOR10p.
ZONAL
'r>>I111111,`
roject
_ - These plans were designed in accordance with: Single Wide Metal Master Pian Designed By: P3EN224� Sheet Number:
'
° _ Haney Associates, Inco 2014 FSC, 51h Edition lark udders O.R.H. M165d175c
2011 NEC
Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
P.O.Sox 348,sic rdfle.S.C.29682-Phone:864-646-7600 For Wind Speed 165 mph, Exposure D Vidalia, G� 30474 C.L.A. 05/20/13
6 of 7
< • 4 i _ ._
Approval Stamps:
2-1/2n x 1/2"CORRUGATED ROOF
PANEL.5.17ASTENED WITH 1/4"-14 x
3/4"HWH TRAM 1 AT G"O.C.
0000
. . 0000 0000..
2ov. METAL BRACING, I •i,�•• ••:• 0.00:• i
I ATTACH EACH END TO STUDS W/ 3y" METAL BRACE AT 3'-0" •••••• 0
0000..
3%2" METAL BRACE AT 3147 ' (2) #10 5WDRJ W NG GRABBER ABOVE FINISHED FLOOR, •0.0 8808 8• •8000 0000• •
ABOVE FIN15HED FLOOR„ j ' 5CREW5, (1) INTO EACH FLANGE ATTACH TO EACH STUD .00 0
ATTACH TO EACH STUD W/(2)#1 O SELF DRLUNG 000• 8.888
W/ (2) #10 SELF DRIWNG [NOTE THAT TH15 BRACING 15 I •• •• 0.00••
REQUIRED ON 51DE WALLS AS WELL f GRABBER SCREWS. (1) 00.00 0 0•
GRABBER SCREWS, (I) (BOTH SIDES OF EACH CORNER)] ! INTO EACH FLANGE 0 ..•0 0 0
0000. •
INTO EACH FLANGE .
0 0 0 0
• •i 0.0000+ 0 . 000. • 0
{ ••
Y
. SEE 51.2 FOR 5K1D AND FLOOR VARIES, G'-0" to 13'-8"
VARIES, G'-O' to 13'-8" FRAMING
End Wall Framing Option
SCALE: 1 "=
End Wal{ Framing Option WAIL OPENING FOR SIDE WALLS ARE
I I4 1'-0' SCALE: 1/4"=I'-O'
TO BE FRAMED 51MILAR TO THOSE
SHOWN HERE FOR ENDWALL5
�a Ir�omration
0. oBudd On
2-1/2'x 1/2' CORRUGATED ROOF
FANEL5 FASTENED WITH 1/4"-14x CODS RE1B
EW
3/4' HWH TRAXX/I AT G"O.C. Professional Service industries
1798 33rd Street
Orlando,Florida 32838
i
Plan
#Reviewer William E.Neary.i'
6186040
LA WOMB
4'-O' FL slwias,snap-61
j
6-0' Max. 3V2' - 20ga. METAL BRACING, Max. - —
i ATTACH EACH END TO 5TUD5 W/ —
' METAL BRAGS AT 3'-0" + (2)#10 SELF DRI W NG GRABBER 2" METAL BRACE AT 3'-0"
`° ABOVE FIN15HF-D FLOOR, Hwy Associates,Inc.
ABOVE FINISHED FLOOR, 5CREW5, (1) INTO EACH FLANGE = Certificate of Authorization
ATTACH TO EACH STUD 4 p ATTACH TO EACH STUD No 27124
W/ (2) #10 SELF DRILLING ! j�
[NOTE THAT TH15 BRACING 15 �, W/t2)#1 O SELF DRIWNG + —
GRABBER SCREWS, {I) REQUIRED ON 51DE WALLS A5 WELL GRABBER 5CREWS, (1) _.
INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)] INTO EACH FLANGE ```%�t t'R
si NOTE THAT TH15 BRACING ;�
��Q�NC'•iC••
a .t �15 REQUIRED ON SIDE Q'r •�- 45 ••�iL
ou WALL5 AS WELL(BOTH ' No. 58
• 512E 51 .2 FOR SKID AND FLOOR SIDES OF EACH CORNER) •;
VARIES, G-a to 13'-8" FRAMING VARIES, G'-O" to 13'-8"10 +-O
STATE O i
End Wal! Framing Option End Wall Framing Option ��R`;
SCALE: 1/4"=1`-O" ��� s'•:�ZORIV .•'•����
SCALE: 1/4"=P-0' S'/•�..... � �`•
OAIL
--� These plans were designed in accordance with: Project 4- Sheet Nunn r:
p 9 Single ��� Metal anter Plan I Designed By: 13EN224-
`�_- ASh
2014 F8C, 5th Edition O.R.H.
ane Associates. Inc. ���°� Builders MI65d175c
_ s 2011 NEC S1 r)
Engineering & Construction lPlaa ning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: o
05/20113
P.O.X348,s>satire,sc.29682-rheA�:s6a.ras.7r0o For Wind Speed 165 mph, Exposure 0 Vidalia, GA 30474 �- C.L.A. — ---
7 of
TIE—DOWN NOTES.- c TABLE 2A — 165D/170C TABLE 2B — 1400
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. D _ 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING ••••
2 ALL Mid ARE CENTER-TO-CENTER. • •
3. TIE-DOWN STRAPS TO BE 1-4" x o035* GALVANIZED STEEL, FEDERAL SHED WIDTH UM ANCHOR SHED WIDTH IMI ANCHOR • • •••• ••••••
SPECIFICATIONS QQS-781-H, TYPE 1, FINISH-8, GRADE-j. TIE-DOWN SPACING SPACING 00 CODE I 0
STRAPS AND CONNECTING HARDWARE To HAVE 4,725 I.B. MINIMUM �-DOS SAP 1 4x4 SYP#2 ON 8'*DE�LEss
�• 'tet � �<<
ULTIMATE CAPACITY (3,150 L& x 15). (()) r�3 UP TO 16'-0" 10'-Q" UP TO 16'-0" 10'-0" �emoM
4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 I.B. CAPACITY ( NOTES) (2)2x8 (1) 4x8 P.T_sYP �2 9tlDs
5. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM END '� °� SET c;nalNo) 16'-1" TO 2(f-O" 8'-0" 16'-1" TO 24'-d 8'-0" ' •••••:
{4
MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,B,C DEPENDING TIE-OoNN SCRAP SOL'tED To TYE TYPE 1 TYPE 2amnm race
• •
SHED WIDTH. WIND SPEED, AND EXPOSURE ANCHORS NOT NEEDED 3 1�/z"G7ADE 8 3O" DRIVE ANCHOR , „ , "
WrtH WisltETss �F R SOI ANCHOR -1 TO 24-0 6-0 — •••• w¢ -------
ON
oN ENDS. �•T FOR rRocxc/coTRAL TABLE 1 A 1200
S. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1 A.B.0 DEPENDING ON FOR SOIL/CLAY ••• ••• ••••••
SHED WIDTH WIND �D. AND p(p�RE 1 x3• 40o La)1xrNa TE TABLE 2C — 120C ANCHORING TO CONCRETE FIRE PROTEM
mm
7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM D' '` d _ MAXIMUM ANCHOR FIRE wsnu • ••••••
ANCHOR TO EDGE OF CONCRETE). (TYPE "•° ' TYPE 3 30" AUGER ANCHOR SPACING SHED WIDTH SPACING .••... , tiro
8. MINIMUM SOtL BEARING CAPACITY IS 2,0� PSF (1YP.) CONCRETE ANCH°R MAXIMUM ANCHOR
9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION 4"CONCRETE WITH EXPANSION BOLT SHED WIDTH SPACING 24'-0" ALLOWABLE MSR STOR�B• • / • • ••
PROVIDED THAT THE SAME MAXIMUM SPAaNG IS FOLLOWED FOR EACH 24-0 �� SAW WIND•SP®e Yart 48/tGO/ oh
ANCHOR TYPE. TYPICAL ANCHOR TYPES 20'-0" 7-0" EXPaSU�• • • ••�•�•
UP TO 24'-0" 10'-0" —
ENCLOSURE a(GLOM
16'-0" 7'-6" INIERNAL PREMIRE COEFFICIENT +/ata _
14'-0" $-0" IMPORTANCE FACTOR 1.18
ROOF DEAD LOAD lmw
TIE-tX>yljN
STRAP t���S�OOIXED TIM (()) 12'-0" RDW LIVE LOAD OR mm POW LOAD
TE-DOWN STRAP MUM THRU
FLOOR JOIST
wnEl WGRAM ASHERS (2)42x8�(�4�PT SIP$2 STCIDS WIDE OR LM ((2)4x4 SYP 21 O2(�)4x8 P.T2 ON W �srn� 12' Op 9'-6"UM �R OFAD Law t�
�T�MIMMUM WITH"GRADE s ALL ELSE{oN1 eE SEr ON GROUND) sTRAP � Nl ElSE{cAPI sEr�N tD20u►�) 10 -0 10'-6" FLOC LrvE LOAD ems+
WrnR (8) IODxt.e'NAILS " PER BIALL&FLOM ROOF WA
11E-DOWN s'I�P B�7ID m TYPE Bs-ow
-0 12'-0"
1 2'x3'(400 L&) 0X'X�TE IE>Cl3 p( j R yflA g
aOLT + " HURL PROTECTION USAGENO
ANCA WITH WA TER 1/2'x3"(4tro LB)CONCRtTE `x IT/9'x 30"EARTH ANCHOR I.x 6-0 12-0°
i AUGER STYLE FOR SM/CLAY, , I HURRICANE SHELTER USA(aE ko
q WED ANOtaR WITH U-01A#*L DRIVE STYLE FOR I�(2C/CORAI.
CM ° ° TABLE 1 — 140 Fay >~. P, °�'
a CONCRETECHORING TO CONCRETE REVISIONS
4'CONCRETE OPTIONAL.SIFPO r PAD(P.T.*000.
MAXIMUM ANCHOR REV DESCRIPTON DATE BY
CoNcRETE BLOCK OR PAD)SPACED SHED WIDTH SPACING
AT e'-0'MAX.
24'-0" 4'-0"
20'-0"
TIE-DOWN STRAP BOLTED THRU 16'-0" 5'-G' DraNn sp
FLOOR t�//2� � ((1)4x4 SYP$2 ON S'WIDE OR LESS Dat• Mm
�1 axa srP ga ON a WIDE OR LtSS � �WTH WASHERse (2)2xe OR U)axe P.T. sYP!z sacs 14'-0" 6'-0" 8/11/15
2;2x8 OR(i)4,18 P.T.SYP$2 SIQ6S ALL ELSE(CAN BE SET ON GROUND).
2x4 SLE PUDE R P.T.)ATIY ALL OSE(CAPN BE SET ON GROUND). 12'-0" 7-6"
1/rx3'(4CX1 L&)
CONCRETE DURABLE WooD OR P.r.)
WM; ANC( 4 r W/A^aH� p TIE-000 STRAP
I r4 (SEE NOTES) s/8'x40'EARTH ANatoR N A
GPAM 1/2"x3"(4W LB.)cx>METE FOR jg01OR ORAE rxi 10'-0" g-6" LARK BUILDERS, INC.
4"CONCRETE WE06E ANC IM WrrH r WASHER .x. FOR a. 8'-0" 12'-0"
:.a •. a a e
Y.
4'CONCRETE 6'-0" 12'-0"
TABLE 1C-165D/175C
ANCHORING TO CONCRETE
SHED WIDTH SUM NGCHOR
�S-1)4ac4 SYP$ ON e'WIDE OR LESS T�-�tllN STRAP 1 axa SYP�2 ON e'WIRE OR f SS. 24'-0"
AIT
STRAP BOITFD TO ) ELSE(R ((1)4 P.TT..0 CSYP#2� <�NorEs) () 20'-0" 4'NcH 1/r 2)zxB OR p)axe P.r.sYP g2 sMDs
LCL) CONCRETE 2x4 SOLE PLATE(NATURALLY E 80LT pRIH `•11 ELSE(CAN BE SET ON GROUND)•Wmt WOOD OR PT) W Ao AAAANNNNDDDD TIE-a"STRAP BOLIED ym 1/2'( DETO� ;6'-0" 5'-O" z
4 GRT&* HWRH WAa
S/'
8' 30"EARTH ANTstOw ., 51e x 3tY EARTH ANCH01? 14'-0"
AUGER FOR CLAY. i t AUGER STYLE PDR qAY, =x` yrs"ar ��"'y t� r �¢
.< •4 OPTIONAL REINFORCED DRIVE FOR R00CCX7RAl. :•. ° a . ° DRIVE STYLE FOR RtCXXtAL 12'-0o
" 7-0" 1"'W�": ` }v r ' b`'_•'
a° GANGRENE FOUNDATION z
OPTIONAL SUPPORT PAD(P.T.WOOD.
AI LS CONCPr.c• - -^+rcn $'
/ d40-0AT e-D' s'—oET
n
v , '�►. F b `` i ,;.
"k p� •1` ` � 4
Q 1• ,f o� +3 ?,
i drni.�, ;' 't,i4t
Of
LAMatthew T. Baldwin P.E.
(n Florida Ucenae #64608
< Sheet: AP-1 OF 1