RC-17-673RC 1'""-(0-R
80 3//17/2
Miami Shores Village
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
BUILDING
PERMIT APPLICATION
%BUILDING ❑ ELECTRIC 0 ROOFING
Master Permit No.
MAR
5
FBC 201(4
pc (R -(0-a3
Sub Permit No.
0 REVISION 0 EXTENSION ]RENEWAL
[PLUMBING 0 MECHANICAL ®PUBLIC WORKS ❑ CHANGE OF
CONTRACTOR
JOB ADDRESS: 143 NE 99 St.
[� CANCELLATION 0 SHOP
DRAWINGS
City: . Miami Shores
county:
Miami Dade
Zip: 33138
Folio/Parcels: f t -32O(„ y 0 L $ "moi S 0 is the Bulkling Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
George F. & Nancy Fishman
OWNER: Name (Fee Simple Titleholder): Phone#;
Address:
103 NE 99 St.
CiMiami Shores State: FL 33138
ty:zip:
Tenant/Lessee Name: Phone#:
Email: georgefishman@me.com
CONTRACTOR: Company Name: = OPhone#:
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: $ 2450 Sguare/Unear Footage of Work: 96 s.f.
Type of Work: 0 Addition 0 Alteration 0 New 0 Repair/Replace 0 Demolition
Description of Work: Install new storage shed C c&3 M co to r -1-f fin.)1-_,0_i.3-€.-
(
j ...
cLr - to s 1e
specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $
Scanning Fee $ Radon Fee $ DBPR $
Technology Fee $ TrainingfEducation Fee $
Structural Reviews $
(Revised02/24/2014)
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $�_
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 - roved and • reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
day of _ 4k2,44.1 , 20 11 , by
rejrZUVAL Pail-44‘WsiNiwho is personally known to
me or who has produced
identification and who did take an
NOTARY PUBLIC:
Sign:
Print:
Seal:
APPROVED BY
(Revised02/24/2014)
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of , 20 , by
who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC
Sign:
Print:
Seal:
ii4i******i*********************iIP* *************i********ii* *Si *i************iii
17 Plans Examiner
Structural Review
Zoning
Clerk
OWNER BUILDER DISCLOSURE STATEMENT
NAME: en -d" DATE: 3( ? / 11
ADDRESS: (0 3 NE cis q
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.
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Please read and initial each paragraph.
1. I 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.
2. I 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. I 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 arj I contracts.
Initial
4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. 1 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 wh h violates the exemption.
Initia
5. 1,41i;derstand:tiiat,as the owner -builder, I must provide direct, onsite supervision of the constructi
Initial
�I'understand that 1 may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It
ikrny responsibility to ensure that the persons whom I employ have the license required bylaw ann.{ny couj ty or municipal ordinance.
•
Initia
•
7. I 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.
InitialC
8. I 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. l 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 regulation
!nit'
10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States
Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry
Licensing Board at 850.487.1395 or http://www.myfi ridalicense.com/dbpr/pro/cilb/index.html
11. I 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:
/o5NE- 9Qef-,
Initi
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of
this disclosure.
Initial
on that I have provided on
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 ck day of 1(\iY4 , 20 1-7
By iG R c�L %a.i` t— csart
who was personally known to me or who has
Pro • ce there Lice c—L_ � '4 as identific r' S'elata°‘,1.1101.
091098re.
OWNER NOTARY ,�� 4�!!sstw;:.•' ``���
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-278595 Permit Number: RC -3-17-673
Scheduled Inspection Date: March 24, 2017
Inspector: Porta Jr, Jose
Owner: FISHMAN, GEORGE
Job Address: 103 NE 99 Street
Miami Shores, FL 33138 -
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Shed
Phone Number
Parcel Number 1132060132180
Building Department Comments
INSTALL NEW STORAGE SHED CREAM COLOR -TRIM /
BEIGE LEAN TO STYLE
Infractio Passed Comments
INSPECTOR COMMENTS
False
Passed
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
Inspector Comments
k
March 23, 2017
For Inspections please call: (305)762-4949
Page 11 of 15
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Parcel Number
Expiration: 09/10/2017
Applicant
103 NE 99 Street
Miami Shores, FL 33138-
1132060132180
Block: Lot:
GEORGE FISHMAN
Owner Information
Address
Phone
Cell
GEORGE FISHMAN
103 NE 99 Street
MIAMI SHORES FL 33138-2340
Valuation:
Total Sq Feet:
$ 2,450.00
96
Approved: In Review
Comments:
Date Approved: : In Review
Date Denied:
Type of Construction: INSTALL NEW STORAGE SHED CR
Stories:
Front Setback:
Left Setback:
Bedrooms:
Plans Submitted: Yes
Certificate Date:
Bond Retum :
Occupancy: Single Family
Exterior:
Rear Setback:
Right Setback:
Bathrooms:
Certificate Status:
Additional Info: INSTALL NEW STORAGE SHED CR
Classification: Residential
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Notary Fee
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$1.80
$2.00
$2.00
$0.60
$5.00
$100.00
$12.00
$2.40
$125.80
Pay Date Pay Type
Invoice # RC -3-17-63292
03/14/2017 Cash
03/14/2017 Cash
Amt Paid Amt Due
$ 75.80 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Slab
Final
Review Planning
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
constru
a z•A
ed Signature: Owner / Applicant / Contractor / Agent
he foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
I authorize the above-named contractor to do the work stated.
Building Department Copy
March 14, 2017
Date
March 14, 2017 1
BOUNDARY SURVEY
SCALE: 1" = 20'
.
sE +' r1bIE :: • • .IA'
•••8•••:�6�
.. • • • • • •�
r
28.80'/J/!
1&4'
89'41'07'
•
BOUNDARY SURVEY •• .'• '• '• '• '•• •
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Property Address:
103 NE 89"1. STREET, MIAMI SHORES, FLORIDA 33138
• ••• •• •
LEGAL DESCRIPTION: :: •' • ' ' ' •
Lots 15 and 16, Block 10, of "AN AMENDED PLAT OF MIAMI SIVE$, SECTION W. 1" .
according to the plat thereof as recorded In Plat Book 10 at Page 70 of the Public Reoords of
Miami -Dade County, Florida.
SURVEYOR'S NOTES:
1) The above captioned Property was surveyed and described based• pt►I; LL •
by Client.
2) This c ation sProvided ntyy for the lands as described. It is not a osni ication of Title, Zoning,
Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED.
3) There may be additional Restrictions not shown on this survey that may be found in the Public
Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine
recorded instruments, N any affecting this property.
4) Accuracy:
The expected use of the land, as classified in the Standards of Practice (5J-17 FAC), is
°Residential High Risk". The minimum relative distance accuracy for this type of boundary survey
Is 1 foot In 10,000 feet, The accuracy obtained by measurement and calculation of a cued
geometric figure was found to exceed this requirement
5) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein
described are not shown hereon.
6) Not valid without the signature and the original raised seal 0? a Florida Licensed Surveyor and
Mapper. Additions or deletions to survey maps or reports by other than the signing party or
part' are prohibited without written consent of the signing party or parties.
7) Contact the appropriate authority prior to any design wok on the herein -described parcel for
Building and Zoning information.
8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any
design work or construction on the property herein described. Surveyor shalt be notified as to any
deviation from utilities shown hereon.
9) The surveyor does not determine fence and/or wall ownership.
10) Ownership subjects to OPINION OF TITLE.
11) Type of Survey: BOUNDARY SURVEY.
12) North arrow direction and bearings are based on Recorded Plat Book 10 at Page 70 of the Public
Records of Dade County, Florida
13) Elevations are based on the National Geodetic Vertical Datum of 1929..
14) Bench Mark Used: Miami -Dade County Benchmark #N-568. Elevation = +9.65'
15) Flood Zone: "X" Base Flood Elev.: WA as per Dace County, Florida FEMA Panel Number:
120052.0302 -L -SEPTEMBER 11, 2009
16) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon.
The CertNicate does not extend to any unnam warty;
A.) GEORGE F. & NANCY A FISHMAN
B.)
SURVEYORS CERTIFICATE:
I Hereby Certify to the best of my knowledge and belief that this drawing is a true and
correct representation of the BOUNDARY SURVEY of the real property described hereon.
1 further certify that this survey was prepared In accordance with the applicable provisions
of Chapter 5J-17, Florida Administrative Code.
•
•• • • • •• •••
• • •
Field Date: May 14, 2015
Job# RP -15.426
Pablo J. Alfonso P.S.M.
Professional Surveyor & Mapper
State of Florida Reg. No.5880
0 BURY E V a R ®, I N a.
8176 NW 183r4 STREET, SUITE 321, MIAMI LAKES, FLORIDA 39014
Phone: 908822.8082 ' Fax: 306.827.9089
P.+SoUNDAPttSbRVEUXITESUNNE49918M1'•NAMI •101.4oe
Pagelof2
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RECEI4 03/07/2017 10:20AM 95458421889 FRANKS—SHEDS
43/47/2417 TUE 14: 07 FAx 912 538 0057 nark suildere -- frank's shed • • •.. • • �04t/1041
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-ax�da pe3}4 tme tt$.
Busjnes Q
ProtOsitonal
Regulation
• .••
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• • • • • CoA
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Myna 950.487.1824 Parr 850.4142430
Ken LaOtl, Secretary
August 22, 2016
Robert Moore
Lark Bu8ders, Inc.
P.O.Dralver 629
Vidalia, GA 30475
.• • • • IS ••• ••
•• k'$ fAlerow•• •.
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RE: Manufacturer Certification, ID Mhz-114; Expiration Dec August 22, 2019
Dear Rebell Moore
It is myfpleasure to Inform you that Lark Builders, Inc, located at 409 DIXON STREET, P 0
DRAWER 629, VIDALIA, sA 30475, has been appraved under the Manufactured Buildings
Program, as provided for ander Chapter 553, Part I, Florida Statutes, to manufacture Factory
Built Schools, storaga shads, Manufactured Buildings for installation in Florida.
Constru tion or modification on a manufactured building cannot begin until the Third Party
Agency has approved the pians in accordance with the current Florida Building Code. Your Third
Party Agency Is a contractor for the Deparbnent and has statutory authority and responsibilities
that mint be met to maintain approved status. You may expect and demand quality plans
review and Inspectiona-
1
Each Cdde change will make your plans obsoiate until they have been revlaWad, approved and
indicated [on the cover page of the plans] for compliance with the Coda by your Third Party
Agency for plans review. Please ensure that your plans are in compliance and are properly
posted on our website. AB:site-related installation issues are subject to the local authority
having ftirlsdlctlon.
The Department's contractor will make unannounced monitoring visits at least once eath year.
You must grant complete access to your manufacturing facility and records to remain In
complance with the rules and requiems of this program.
Yourcation is approval For three years from this data. You will receive a renewal notice by
Email generated by the KIS for amine ranewa6 If you have questions
you may contact Robert Liirenzo at 850-717-1835 or our FAX at 550.4144436.
Please Oat our website at'www.tiorrdabulidina.org to see valuable Information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
buildingparmia.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc: Professional Service Industries
nags, Information
1b Build On
Engineering • Consulting • 'ung
June 25, 2015
• • •4141 • • • •
•0 •• • • • •• ••
• • . • _
•
Mr. Jim Richmond
Florida Department of business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street
Suite 90A
Tallahassee, Florida 32399-0772
RE: Plan Approval: ! Residential Lawn Storage Shed
Manufacturer: Lark Builders
Plan Number: MDW-14
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Dear Mr. Richmond,
Pursuant to the requirements of the Florida Department of Business and Professional
Regulations,; the above referenced documents have been reviewed for compliance with:
2014 FBC, 5th Edition
2011 NEC
2014 Florida Fire Prevention Code
These planslcomply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file in the Third Party Agency office
of PSI.
All mandatory comments have been satisfied and plans are approved for construction by a
modular building manufacturer that is currently approved by the Department of Business
and Professional Regulations.
If you have any questions or require my assistance in any way, please do not hesitate to
contact me.
Respectfully's
alitast,„
William E. Neary, I
Department Manager
Modular Facilities Division
mitted,,
Copy to: Ms. Berri Howard, Lark Builders berrilarkbuilders.com
Professional' Service Industries, Inc. • 1748 33"' Street • Orlando, FL 32839 • Phone 407/304-5560 • Fax 407/304-5561
FL Engineering Business 3684
• . .•• . • . ...
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• . • •• •• •• . •
Hattie ' Assnvciates'; in'
Engineering & Construction Planni' g
• •.•
F.L. Certificate of A ithiriaItiimt Nb. 27124
• 0_0 . • . . •
P.O. BOX 348 • SIX MILE, SC 29682 • (864)-646-7600 (0) • Mobile: (864)-634-1300
EMAIL: hanexass®dates@heII 6uth:net
• ••••••••• •
. •• •
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Orrick IL Haney, P.E
President#
Date: June 10, 2015
Florida Manufactured Building Program 2014 Code Update
Attention:
William E. Neary, III
Professional Services Industries, Inc. (PSI)
1748 33rd Street;
Orlando, FL 32839
Project: LARKt-BUILDERS MASTER DESIGNS
Client Name: Lark Builders Inc. — 409 Dixon Street - Vidalia, GA 30474
Assegfnent:
The plans on file with the state previously approved by the Florida Manufactured Building
Program meet the requirements of the latest edition of the Florida Building Code, FBC 2014
5th Edition.
Lark Builders, Inc. have the following designs on file:
• 140 mph — Standard and Vaulted Wood Shed Master
• 160 mph Exp. D — Lapsider Box Eave Wood Shed Master
• 160 mph Exp. D — Vaulted Ceiling Wood Shed Master
• 160 mph — Double Wide Wood Shed Master
• 160 mph — Metal Double Wide Shed Master
• 160 mph! — Metal Lipsider Box Eave Shed Master
• 165D/175C — Metal Lapsider Box Eave Shed Master
haneyassociates@bellsouth.net
15EN224
Page 1 ofl2
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The current plan tracking numbers of the designs to be certified as compliant with the latest. I'
edition of the FBC which we understand will be reissued are as f011bws'.' ' •' • • • •�''
•• • • ••
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29081, 29080,; 29079, 29078, 29077, 29076, 29075
Any questions (concerning these plans feel free to contact me.
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`001111/11 1
%.,. `G� R. Wit,
No. 64 "
= ._ _, =.-irk • 1
.40
TATENAL �•OF •:&‘‘
e��liSfd
•
'Iittlll►►�`
By: Orrick R. Haney, P.E.
Principal Engineer
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15EN224
haneyassociates@bellsouth.net
Page 2 of 2
..•.
• PSI APPROVAL 2015-06-25
175C- Meta
•Iiasid�rBox �Eave Shed Master Plan
GENERAL NOTES:
I . THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2005
IBC BUILDING CODE AND THE FLORIDA BUILDING CODE. WIND
LOADING DESIGNED IN ACCORDANCE WITH THE ASCE - 7- 10.
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE
ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE
TIME or MANUFACTURE.
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED
DIMENSION.
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED.
5. LUMBER USED FOR. CONSTRUCTION SHALL BE AS FOLLOWS:
FLOOR JOISTS- 2x4 5.Y.P.#2-(12-15% MOISTURE CONTENT)
2x6 S.Y.P.#24 12-15% MOISTURE CONTENT)
2x8 5.Y.P.#2-( 12-15% MOISTURE CONTENT)
6. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED:
SKIDS, FLOOR JOISTS AND 3/4° T4G FLOOR SHEATHING
7. TRUSS DESIGNED TO SUPPORT D.L+L-L=30 P.5.F.
8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND
SUBJECT -TO LOCAL JURISDICTION APPROVAL
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P5I MINIMUM
YIELD STRENGTH.
10. ROOF SLOPE SHALL BE 3: 12 WHEN SHINGLES ARE APPLIED, 5EE FBC
1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL
ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS.
1 I . ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL
STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD.
12. ROOF SLOPES BETWEEN 2:12 AND 4: 12 SHALL HAVE A DOUBLE
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION
1507.2.8 OF THE F.B.C. 201 0
13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE
LOCAL CODES AND T11I5 15 NOT A FOUNDATION DESIGN.
14. BUILDING 15 CLASSIFIED AS TYPE "51 (STORAGE)
15. ALUMINUM WINDOWS - TYPE, SIZE, QUANTITY, AND LOCATION MAY
VARY.
16. ALL FASTENERS INTO P.T, WOOD SHALL BE HOT DIPPED GALVANIZtU
FASTENERS.
17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN
ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT
FIELD PERFORMANCE CONDITIONS.
18. THESE STRUCTURFS SHALL NOT BE USED FOR COMBUSTIBLE OR
HAZARDOUS MATERIAL.
20. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED
ALUMINUM, MASA ALUMINUM, 4° LAP ALUMINUM, 5/8° P.T. T 1-1 1
SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, HARDI BOARD,
STEEL SIDING AND °PLEKO° STUCCO ON 5/8° DENSE GLASS GOLD
AND POLYCARBONATE GREENHOUSE PANELS
2 I . ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE
WITHOUT THE USE OF A KEY.
;�.ark�wilders
• 409 Dixon Street
.. .
. .
• •
• •
• •
.. •
. .. ••• ..
•�1il f�a; 6,14\30474
• . . . • •
•• • . . ••• .•
Sheet Index
S1.0
Cover - General & Design Notes
S1.1
Electrical & General Floor Plan
S1.2
Skids & Floor Framing Plan
S1.3
Skid and Floor Framing Details
S1.4
Roof Framing & Schedule
81.5
Typical Frame Section Details
S1,6
End Wall Frame Options
GENERAL NOTES CONTINUED:
22. DOOR SHALL BE 2 1/4" x I I/1 6" ALUMINUM EXTRUDED
FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM.
DOOR ATTACHED TO VERTICAL 2x4.
23. OPTIONAL DOORS INCWDE DOUBLE ALUMINUM DOORS,
GARAGE DOORS, 60° x 72° ALUMINUM DOOR, 32° AND
48° SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE,
SIZE, QUANTITY, AND LOCATION MAY VARY.
24. PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES
MAY BE USED INSTEAD OF DOORS LISTED ABOVE
25. MAXIMUM WALL HEIGHT TO BE 8'-O°
26. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED
FOR EQUIVALENT OR GREAT tK PRODUCT.
27. ALL BUILDINGS (EXCEPT THOSE IN USE A5 AN ACCESSORY
BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER
4003a.fi:.) MUST HAVE ATLEAST (1) 320x80° (MIN.) DOOR.
28. ROOF FRAMING AND WALL FRAMING TO BE 3) METAL
STUDS SPACED AT A MAXIMUM OF 24° O.C.
DESIGN PARAMETERS: (HIP -GABLE ROOF)
(WIND DESIGN PER. ASCE 7-10, SEISMIC DESIGN PER AISC 341-051
I . WIND VELOCITY:
2. WIND IMPORTANCE FACTOR: 1.0
3. WIND EXPOSURE:
4. INT. PRESSURE COEFFICIENT: 0.18 -.-
5. ENCLOSURE CLASSIFICATION: ENCLOSED
6. COMPONENTS AND CLADDING:
-ROOF LOAD (ZONE #1): +27.4/-56.0 P5F
-ROOF LOAD (ZONE #2): +27.4/-78.9 PSF
-ROOF LOAD (ZONE #3): +27.4/-124.6 PSF
-WALL LOAD (ZONE #4): +59.5/-65.2 PSP
-WALL LOAD (ZONE 15); +60,6/-76.6 PSF
-WALL LOAD (ZONE #4405): +60.01-703 PSF
1 75mph (Exp.C)
C (175mph)
7. FLOOR DESIGN LIVE LOAD:
8. FLOOR. DESIGN DEAD LOAD:
9. ROOF DESIGN LIVE LOAD:
10. ROOF DESIGN DEAD LOAD:
I I . WALL DESIGN LOAD:
12. COMBINATION LOADS:
13. SEISMIC U5E GROUP:
14. BUILDING CATEGORY:
15. BUILDING OCCUPANCY:
16. CONSTRUCTION TYPE:
17. ALLOWABLE FLOORS:
I25PSF
I2P5F
20 P5F
SELF WEIGHT
8 P5F
A5 PER ASCE 7- I 0
B
1
STORAGE - NON HABITABLE
vB
18. EXTERIOR WALL FIRE RATING: 0
19. DESIGN OVERHANG: 5 INCH
20. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 4 FLORIDA
BUILDING CODE
2 ! THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE
FOLLOWING CODES:
2014 FBC, 5T" Edition
2011 NEC
2014 Florida Fire Prevention Code
THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY
CODE IN ACCORDANCE WITH 101.5.2
SITE INSTALLED ITEMS:
I . THE COMPLETE FOUNDATION SUPPORT AND TIE -DOWN SYSTEM.
2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING.
3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE
BUILDING.
4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 1503 AND
R3I8.G
NOTE: THIS U5T DOES NOT NECESSARILY LIMIT THE ITEMS Or WORK
AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE
INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL
JURISDICTION APPROVAL
Approval Stamps:
��' Ii foPmatio:z
LI' - .ToBuild On
SwingatNy • as • Salm
CODE REVIEW
Professional Service Industries
1748 33rd Street
Orlando, Florida 32839
Plan Reviewer. William E. Neary,111
ICC #5185040
LA #1100408
FL SMI 79, SNIP -61
Haney Associates, Inc..
Certificate of Authorization
No. 27124
‘..1 f,
`.` `G�.
• No. 64558
STATE -
%. • CORIDp: `.1\ ��:
j`s9'opiKL • ���`.
Ill/11111'
OMNI
Raney Associates, Inco
These plans were designed in accordance with:
2014 FBC, 5Th Edition
2011 NEC
2014 Florida Fire Prevention Code
For Wind Speed 175 mph, Exposure C
Single Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
Designed By: Project No.
O.R.H. 13EN224 -
M165d175c
Checked By: Date:
C.L.A. 05/20/13
Sheet Number:
S1.0
1 of 7
,a
ELECTRICAL NOTES:
I . WHEN AIR CONDITIONING IS INSTALLED IN T1115 BUILDING, IT SHALL BE
THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL
HVAC UNIT(5) INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE LATEST EDITION.
2. FLEXIBLE CONDUIT FOR UGHT FIXTURES.
3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOUD COPPER INSULATED
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN
DISTRIBUTION PANEL.
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 1S TO BE
GROUNDED TO MINIMUM 1 O'-0" COPPER CLAD EARTH DRIVEN ROD
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL.
5. ALL CONDUIT TERMINATION'S OF I ° OR. LARGERARE TO HAVE PLASTIC
INSULATED BUSHINGS.-
C.
USHINGS_G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE (NEC), LIFE SAFETY CODE (NFPA 101), LATEST
EDITIONS.
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNrr SWITCH
WITH A MARKED "OFF" POSITION THAT 15 PART OF THE HVAC
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS
ONLY WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY
A READILY ACCESSIBLE CIRCUIT BREAKER
B. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED A5
BEING IN COMPLIANCE WITH SEC. f 10-9 OF THE NEC BY A LOCAL
ELECTRICAL CONSULTANT.
9. THE MAIN ELECTRICAL PANEL I-r_Cl)ERS, POWER HOOKUP TO BUILDING
(INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS,
GROUNDING, ETC.) 15 DESIGNED BY OTHERS, SITE INSTALLED,
SUBJECT TO LOCAL JURISDICTION APPROVAL
10. ALL WIRES TO SWITCHES AND OUTLETS TO BE #1 2 AWG THHN AND
WILL MEET THE COLOR. CODE REQUIREMENTS SET FORTH IN THE NFPA
70, NATIONAL ELECTRICAL CODE.
I I . ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH
ARTICLE 12 10.8(A)(2) NEC -O8.
Electrical Symbol Key
Q
GFCI Duplex Receptacle 120V 10
-(-
Incandescent Light w/ (1)-60w Bulb
Junction Box
p
$
Switch
Wp
Weatherproof
$R
Switch w/ Receptacle Outlet 120v 10
• ••. •
••
.. •
• • •• ••• •
• •• •• •• • ••
• •
•••••••
•
•'•
• •
• •
• •
•
•••
•
.•
••
•
• •
• • • •
• • ••
• • •
••
••
APPROVAL 2015-06-25
•
• •
• •
• •••
••••
•• •
••
• •
• •
•
••• •
.. • • • •• ••• ••
• • : •::VANOUv;iEIGF19', LOCATION
••• • • ••4S1;I4t1TL1;'MAYVARY
• ASVD ARE OPTIONAL.
SEE VARIOUS END
WALL FRAMING
SECTIONS FOR WALL
AND WINDOW FRAMING.
L
OPTIONAL ELECTRIC TO-
EACH UNIT FIELD
CONNECTED FROM
EXISTING POWER.
SOURCE TO UNIT
P.T. 3/4' T
FLOOR SHEATHING
32" MIN.,GO' MAX. WIDTH
BY G'-8" HEIGHT DOOR,
LOCATION MAY VARY.
3V2" METAL STUDS
SPACED AT 24'
O.C. MAX.
SEE VARIOUS END WALL
FRAMING SECTIONS FOR
WALL AND DOOR FRAMING.
32" MIN., GO" MAX. WIDTH
BY G'-8" HEIGHT DOOR,
LOCATION MAY VARY.
50'-O" MAXIMUM BUILDING LENGTH
NOTES:
O ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY.
Typical Floor Plan
SCALE: I/4"= 11 0
Approval Stamps:
h formation
Build On
Enghlesifigi•OussuftErsg•Itsfflig
CODE REVIEW
Professional Service industries
1748 33rd Street
Orlando, Florida 32839
Plan Reviewer: William E. Keary, III
ICC # 6185040
LA #U00406
FL SMI -79, SMP -51
Haney Associates, Inc.
Certificate of Authorization
No. 27124
`t�11I111i,,I
o.` 64'
Ism
• STATE OF 1
-a=
ter`/.4ONAt- `‘NN
/II"
.Haney Associates, Inco
Engineering 8s Construction Planning
P.O. Her 34S, Six Mile, S.C. 29682-PhanaS64-6016-7600
These plans were designed in accordance with:
2014 FBC, ath Edition
2011 NEC
2014 Florida Fire Prevention Code
For Wind Speed 165 mph, Exposure D
/
Single Wide Metal Master Pian
Lark Builders
409 Dixon Street
Vidalia, GA 30474
Designed }3y: Project No.
ORF. 13EN224 -
M165d175c
Checked By: Date:
C.L.A. 05/20/13
Sheet Number:
...•
. •
• RSI APPROVAL 2015-06-25
• •.
••
• • • . • • • .• •
• • •• •••• ••
SKID LAYOUT AND FLOOR FRAMING SCHJii1JI.t' ' .'.
125 psf Live Load (2 Skid)
125 psf Livtt LAac tp:SkidI ':
Width
Joist Size&Spacing
A
B
Width
Joist Site&Spacing •I
-A •
• B°
6'-0°
2x4's @ 16" O.C., Max.
15"
42"
6'-0"
2x4's @ 16" O.C., Max..12"
• 24"
8=0"
2x6's @ 16" O.C., Max.
18"
60"
8'-0"
2x6's @ 16"• � (.. iVliX.DT.
32"
10'-0"
2x6's @ 16" O.C., Max.
24"
72"
10-0"
2x6's @ 16"04., iv12X :20'..40;
11'-0"
2x6's @ 16" O.C., Max.
24"
84"
11'-0"
2x6's @ 16" O.C., Max.
22"
44"
11'-8"
2x6's @ 16" O.C., Max.
28"
84"
11'-8"
2x6's § 161110.C., Max.
24"
46"
13''0"
2x8's @ 16" O.C., Max.
36"
84"
13'-0"
2x8's Q 16" O.C., Max.
26"
52"
13'-8"
2x8's @ 16" O.C., Max.
40" 184"
13'-8"
2x8's @ 16" O.C., Max.
28"
56"
NOTES:
• FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS A5 SEr FORTH
UNDER FBC 2304,9. I AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED.
• ALL SKIDS ARE P.T.-4x6 S.Y.P. #2 OR (2)-P.T.-2x6 5.Y.P. #2
*G'-0" WIDE UNITS MAY USE 2x4 S.Y.P. #3 JOISTS
• ALL JOISTS ARE TO BE P.T. S.Y.P. #2
P.T. SIDE RAIL TO MATCH
JOIST SIZE, 5EE FRAMING
SCHEDULE FOR 512E5.
5EE SCHEDULE FOR JOIST 5IZE
P.T.-4x6 S.Y.P. #2 or
(2)-P.T.-2x6 S.Y.P. 2 SKIDS
50'-0" MAXIMUM BUILDING LENGTH
4'-0" or G1 -O"
Optional Porch
Typical 2 Skid Floor Framing Pian
SCALE: I /4"= I '-O"
Haney Associates, Inc.
Engineering & Construction Planning
P.O. Box 348, st:Mme, 15.0 29682-Ph0ne864-646-7600
SEE SCHEDULE FOR JOIST SIZE
"B"
5EE: SCHEDULE FOR JOIST SIZE
k
"A"
nB"
k
a�n
P.T. SIDE RAIL TO MATCH
JOIST SIZE, SEE FRAMING
SCHEDULE FOR 52E5.
5EE SCHEDULE FOR JO15T SIZE
P.T.-4x6 S.Y.P. #2 or
(2)-P.T.-2x6 S.Y.P. #2 SKIDS
50'-0" MAXIMUM BUILDING LENGTH
I+4' -O" or 6'-0"
.Option! Porch
These plans were designed in accordance with:
2014 FBC, 5Th Edition
2011 NEC
2014 Florida Fire Prevention Code
For Wind Speed 165 mph, Exposure b
Typical 3 Skid Floor Framing Plan
SCALE: I /4"-11-0"
Single Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
a
93
A
6
Designed By: Project No.
OJ:t.�L 13EN224 -
M165d175c
Checked By: Date:
C.L.A. 05/20/13
Approval Stamps:
�,� ` Ireforntatton
Lt To &gild On
gegyee,brg • Cerstefling • ?bulky
CODE REVIEW
Professional Service Industries
1748 33rd Street
Orlando, Florida 32839
Plan Reviewfer. William E. Newry, 111
ICC 88186040
LA #1J00408
FL SMI -78, SMP -51
Haney Associates, Inc.
Certificate of Authorization
No. 27124
lit iR.l fy F1.
No. 6 8 '
STATE OF itZ.
4'• fr<ORldp:•'���
1,it41VALt `�`
111
• • ••• • • • 231 APPROVAL 2015-06-25
•
SEE FRAMING SCHEDULE
FOR JOIST SIZE
• • • •
• • • ••• •
• • • • • •
• • ••• • • •
• •
• •
• •••
• •• • • • ••••
KIDS MAY BE P re -Ar x�►'S•Y.r. ; •
•
#2 OR (2)-P.T.-ix. S,Y.r. #Z ; '
• • • •• ••• •
SENCO K28 (OR EQUAL)
NAILS AT 12" O.C., ROWS
SHALL BE 1.5" FROM EDGE,
STAGGER ROWS 6" FOR
(2)-P.T.-5.Y:P: 2x6's SKIDS,
START PATTERN WITHIN 6"
OF EACH END OF SKID
•
•• • •
ATTACH EACH STUD 10 SOLE
• • • • • • • • PLATE WITH (2) #10 SELF
• •
••
OTCH SKIDS 1/2"x I)
FOR EACH FLOOR JOIST
SKIDS MAY BE P.T.-4x6 5.Y.P,
#2 OR (2)-P.T.-2x6 S.Y.P. #2
ATTACH JOIST TO SKID WITH
5/1 Gux4" LAG SCREW OR (2)
SIMPSON H-3 (OR EQUAL) AT
EACH END OF JOIST, SEE
FRAMING SCHEDULE FOR SIZE.
NOTE: ATTACH END JOISTS TO SKID WITH (2)-5/1 0x11-'
LAG SCREWS [OR (4)-0. 13 K x4' GUN NAIL51 AND A
5IMPSON H-3 [OR EQUAL] AT EACH END OF JOIST.
TYPICAL SLID TO
JOIST C.NNECTION DETAIL
5CALE: 3141'-0°
▪ DRIWNG GRABBER SCREW5
• (1) INTO EACH FLANGE.
• • • ••• ••
3Y2" - 20ga. METAL WALL STUDS
SEE PLAN VIEW FOR. SPACING
5Ya - 201a. METAL SOLE PLATE,
CONTTNOUS WI 5/1 6N4" LAGS
AT 16" O.C., Max.
.T. 3/4" T$G FLOOR
SHEATHING
2x4 BLOCKING BETWEEN
SKIDS, FASTEN W/
(2)-0.120°x3" NAILS AT
12' O.C., STAGGERED.
2x BLOCKING BETWEEN .
SKIDS, FASTEN TO END 1
JOIST W/ (3)-0.120°x3° 1
NAILS AT 12" O.C. E CHfl
SIDE, STAGGERED.
P.T.-4x6 S.Y.P.
#2 SKIDS
(2)-P.T.-2x6
5.Y.P. #2 SKIDS
2' LAP SPLICE FASTENED
W/ (6)-5/1 6"x4" LAGS
(OUTER FACE), (3)-5/16°x4"
LAGS (INNER FACE), (9) LAG
SCREWS TOTAL
3"x0 SPLICE PLATE ON 3 of
4 SIDES OF JOINT, FASTEN
EACH PLATE W/ (5)-SENCO
K28 (OR EQUAL) NAILS
EACH SIDE.
TYPICAL SKID5 LC NG DETAIL
SCALE: 4°
Approval Stamps:
,e. ' hxforntation
�
ilr'FBuild On
ErCassultrag nsineeting
CODE REVIEW
Professional Service Industrles
1748 33rd Street
Orlando, Florida 32839
Plan Reviewer William E. Remy, III
ICC # 6185040
LA #U00406
FL SMI -79, SMP -51
Haney Associates, Inc.
Certificate of Authorization
No. 27124
/
• 0. STATE
t:� • ••
OR i/"tis��
ONAL? ``N.
,tt'lllIII/
,` N'• Gy R. /iq/'',
• • No. 58
/
J
These plans were designed in accordance with:
2014 FBC, 5Th Edition
2011 NEC
2014 Florida Fire Prevention Code
For Wind Speed 165 mph, Exposure D
Single Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
ti
DProject No.
esigned By:
O.R.H. 13EN224 -
M165d175c
Checked By: Date:
C.L.A. 05/20/13
/
Sheet Number:
S1 .3
4 of 7
. ...
•
•
• RSI APPROVAL 2015-06-25
ROOF FRAMING SCHEDULE
Wall Framing at 24" o.c.s Max.
Width
Rafter and Brace Size and Spacing:
6'-0"
ASIS SSMA S 3508162-54 @ 24" O.C. Max.
8=0"
ASIS SSMA S 350S162-54 @ 24" O.C. Max.
10'-0"
ASIS SSMAS 3508162-54 @ 24" O.C. Max.
11'-0"
ASIS SSMA S 3508162-54 @ 24" O.C. Max.
11'-8"
ASIS SSMA S 3508162-54 @ 24" O.C. Max.
13'-0"
ASIS SSMA_S 3508162-54 @ 24" O.C. Max.
13'-8"
ASIS SSMA S 350S162-54 @ 24" O.C. Max.
• ••
• • ••• •
• • •• •• • ••
• •••• •• •• •
•
•
••
• •
• •••
SCHEDULE AND ROOF FRAMING NOTES:
••• • . • •••
s ROCSFfIII t4ALL;BE•`3PACED TO UNE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD TRANSFER AND STRAPPING.
:: ROOF D IN,W51144.CQMPLY WITH F.B.C. 20 I 0 1503 AND R3 18.6
•. FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FBC 2304.9. I
AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED.
eRJOGE+lAle jN 5t1T. RT DIRECTION "TURNAROUND" OR "VAULTED" STYLE watt A MAXIMUM GABLE END OF 30-0" AND SIDE
%/AI Z Al Lam' ¢'-0" 111 13'-8" OR THE LONG DIRECTION "STANDARD" WITH GABLE ENDS THAT VARY 6'-0" TO 1 3'-8" WITH A
AAApIDr VrAt.I. j.Ea i'H OF 50'-O'.
e,TTAci ROOF FRAMING TO TOP PLATE OF WALL FRAMING WM1 BUILDER 10- I Gx I TEKS PANHFAD SCREWS WITH #3 DRILL POINT
AT6"O.C.
4.
Standard Ridge
If
I Q,
I-�
is
50'-0" MAXIMUM BUILDING LENGTH - 30'-O" MAX. FOR VAULTED ROOF
Typical Roof Framing Plan
SCALE: I/4"= I' -O"
aV" - 2Oga. METAL RAFTERS AND
BRACING, SPACED AT 24" O.C., MAX.
UNE UP RAFTERS TO LAND ON WALL
STUDS FOR LOAD TRANSFER. BRACING
TO MATCH RAFTER SIZE AND GRADE,
SPACED AT 24" O.C., Max., A MINIMUM
OF 4 SECTIONS OF BRACING ARE
REQUIRED FOR ANY SPANS ABOVE 11'-8"
Approval Stamps:
1njorrnatron
! '� oBuild On
Beerseeeng •Consaltfra •
CODE REVIEW
Professional Service industries
174833rd Street
Orlando, Florida 32839
Plan Reviewer: lMliam E. Neary, 111
ICC # 5186040
LA #000406
FL S1141-79, SMP -61
i
Haney Associates, Inc.
Certificate of Authorization
No. 27124
`.019 irLI t t/r1
STATE o•
G1
•
f
•
Engineering & Construction Planning
P.O. Box 344 Six Mfle, S.C. 29682-Phone864.646-7600
•
These plans were designed in accordance with:
2014 FBC, 5t' Edition
2011 NEC
2014 Florida Fire Prevention Code
For Wind Speed 165 mph, Exposure D
r
•
J
Single Wide Metal Master Pian
Lark Builders
409 Dixon Street
Vidalia, GA 30474
•
1
Designed By:Project No.
l3 T224 -
O.R.H. M165d175c
Checked By: Date:
C.L.A. 05,20/13
•
Sheet Number.
S1 .4
5of7
w
P
•
• ••• -
• • .RSI APPROVAL 2015-06-25
•• •
2 1 /2° x 1/211 CORRUGATED
ROOF PANELS FASTENED
WITH 1 /411- 14 x 3/4" HWH
TRAXX/ 1 AT G° O.C.
OPT. 7-0" OR 81-0"
9i
SEE ROOF FRAMING
SCHEDULE FOR RAFTERS
SEE ROOF FRAMING
SCHEDULE FOR FASTENING
REQUIREMENTS
55I.2 FOR SKID
AND FLOOR FRAMING
•• • • • • • -
• • •• •••• ••
• • • • • •
•
• • ••• • • •
••••
• • -
• • •
•• •
• • • •
• •
•
• •
• • • •
• •••
• • •
• ••
•• • • •
••
• •
• •
•••
• •••
•• •
• •
••
• •
••• •
•• •••
• •
• • •
• •
••
• ••
•
• • ••• ••
34°-20ga. METAL COLLAR TIE, 41-0°
LONG, ATTACH W/ (2) # I 0 SELF
DRIWNG GRABBER SCREWS EACH SIDE
VARIES, G' -O" to 13'-8°
Typical Frame Section
SCALE: t/4"= I' -O"
"-20a. METAL STUDS
SPACED AT 24" O.C. MAX.
3fr "-2Oga. METAL BRACE AT
31-0° ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD W/ (2)
# I 0 SELF DRIWNG GRABBER
SCREWS, (1) INTO EACH FLANGE
2 1/2" x 1/2" CORRUGATED
PANELS (FASTENED W/ #8 x
IN WOOD SCREW AT G°
O.C. (OR EQUAL)
SEE ROOF FRAMING
SCHEDULE FOR. RAFTER AND
BRACING SIZES AND SPACING
3Yz -20ga METAL STUDS
SPACED AT 24° O.C. MAX.
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDER 10- I Gx I TEAS
PANHEAD SCREWS WITH #3
DRILL POINT AT G" O.C.
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10- I Gx 1 TEAS
PANHEAD SCREWS WITH #3
DRILL POINT AT G" O.C.
SEE ROOF FRAMING
SCHEDULE FOR. RAFTER AND
BRACING SIZES AND SPACING
3t° -20(3a. METAL STUDS
SPACED AT 24" O.C. MAX.
OVERHANG OPTION DETAIL
SCALE: 314°m 1'-0°
Approval Stamps:
�.�. hBuild Onarr�urttvrt
�� o
lieterseerfne •Comufling•Mating
CODE REVIEW
Professional Service industries
174833rd Street
Orlando, Honda 32839
Plan Reviewer. William E. Neary,
ICC # 6186040
LA #U00406
FL SMI -79, SMP -81
Haney Associates, Inc.
Certificate of Authorization
No. 27124
Engineering Sc Construction Planning
P.O. Box 348, Six Mile, S.C. 29582 -PhoneSS4-6467600
These plans were designed in accordance with:
2014 FBC, 5th Edition
2011 NEC
2014 Florida .Fire Prevention Code
For Wind Speed 165 mph, Exposure D
Single Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
B
Project No.
D
esigneD.R.dH. y: 13E4'224 -
MI65d175c
Checked By: Date:
C.L.A. 05/20/13
Sheet Number:
S1 .5
6 of 7
•
,,, . •• .PSI APPROVAL 2015-05-25•
•
METAL BRACE AT 3'-011
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD
W/ (2) #10 SELF DRILLING
GRABBER SCREWS, (I )
INTO EACH FLANGE
3Y28 METAL BRACE AT 31-0°
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD
W/ (2) #1 O SELF DRI W NG
GRABBER SCREWS, (I )
INTO EACH FLANGE
•
•
•
•
• •• • • • • •
• • •••• ••
• • •• • •.
• ••• • • • • •••
2-1/2° x 1/2" CORRUGATED ROOF
PANELS FASTENED WITH IN- 14 x
•••
••. 3%a° tiW TR i/1 ATG" O.C.
•• •
• • • •• •• •
•• .•• •
•
•
•
•• • • • ••
••• ••
• •
•,• 4 ®a•MTAL BRACING,
•ATTACH EACH END TO STUDS W/
(2) #I0 SELF DRILLING GRABBER
SCREWS, (1) INTO EACH FLANGE
[NOTE THAT THIS BRACING 15
REQUIRED ON SIDE WALLS AS WELL
(BOTH SIDES OF EACH CORNER)]
VARIES, G' -O° to 1 3'-8°
End Wall Framing Option
SCALE: 1/4°=
SEE 51.2 FOR SKID AND FLOOR
FRAMING
WALL OPENING FOR SIDE WALLS ARE
TO BE FRAMED SIMILAR TO THOSE
SHOWN HERE FOR ENDWALLS
8`-O" Max.
VARIES, G'-0" to 131-8°
End Wall Framing Option
SCALE: I/4°= I' -O"
P.O. Box 349, Six Mile, S.C. 29682-Phone:864646-7600
2-1 /2° x I/2° CORRUGATED ROOF
PANELS FASTENED WITH 1/4°- 14 x
3/4° KWH TRAM I AT G° O.C.
aVa" - 20ga. METAL BRACING,
ATTACH EACH END TO STUDS W/
(2) #I0 SELF DRILLING GRABBER
SCREWS, (I) INTO EACH FLANGE
[NOTE THAT TH15 BRACING 15
REQUIRED ON SIDE WALLS AS WELL
(BOTH SIDES OF EACH CORNER)]
SEE 51.2 FOR SKID AND FLOOR
FRAMING
End Wall Framing Option
SCALE: 1/4°= I '-O°
31/° METAL BRACE AT 3'-O°
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD
W/ (2) # I O SELF DRILLING
GRABBER SCREWS, (I )
INTO EACH FLANGE
///,—.319 METAL BRACE AT 3-0"
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD
These plans were designed in accordance with:
2014 FBC, 5t' Edition
2011 NEC
2014 Florida Fire Prevention Code
For Wind Speed 165 mph, Exposure D
/
VARIES, G' -O" to 1 3'-8"
End Wall Framing Option
SCALE: 1/4°= 1 '-O°
W/ (2) #10 SELF DRILLING
GRABBER SCREWS, (1)
INTO EACH FLANGE
NOTE THAT THIS BRACING
15 REQUIRED ON SIDE
1. WALLS A5 WELL (BOTH
SIDES OF EACH CORNER)
Bingle Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
Project No.
Designed By:
H 13EN224 -
O.R.M165d175c
Checked By: Date:
C.L.A. 05/20/13
Approval Stamps:
Ats j Irlforn otlon
I/•�� BuiliOn
Eisgfrseezfrtg Conandling • ltaffrig
CODE REVIEW
Professional Service Industries
1748 33rd Street
Orlando, Florida 32839
Plan Reviewer: Wi1IIam E. (leery, Ill
ICC # 6186040
LA #U00406
FL SMI -79, SMP -51
Haney Associates, Iuc.
Certificate of Authorization
No. 27124
\_01111liiiii,
,\ O4t i R. ,/ /1,,
No.
•
STATE O
"4519/6NAL °,•\
Sheet Number:
e
•
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2' GRADE 5
BOLT MINIMUM WITH WASHERS
1/2"x3° (4.000 LB.) CONCRETE
WEDGE ANCHOR WITH WASHER
CONCRETE
TIE -DOWN STRAP
(SEE NorES)
TIE -DOWN STRAP
�HPBOLTED TO TYPE
3 AN2° GRADE 5
BOLT MINIMUM 1WITH WASHERS
1/2'x3° (400 LB.) CONCRETE
WEDGE ANCHOR WITH U -CHANNEL
(TYPE 3)
• • ••• • • • •••
•• •• • • • •• •• •
•
• • • • • • • • •
• • • ••• • • •
••••••• ••••
•••
• •
•• •
••
•
• • •
• • ) �:4 �!R t1#211:'
4 P_ TSYPOR LESS.
f•e
RS#2 Laos
CAN BE Oa GROUND).
••• •
••• ••
• •
•• •
•
••
•
COItRETE, • •• • ••
TYPE 1 N
30" DRIVE
ANCHOR
FOR ROCK/CORAL'
oz;:"
TYPE 2A
30" AUGER
ANCHOR
FOR SOIL/CLAY
TYPE 3
CONCRETE
ANCHOR
WITH EXPANSION
BOLT
9
`11%
TYPE 28
30' AUGER
ANCHOR
FOR SOIL/CLAY
TYPICAL ANCHOR TYPES
TABLE 2A - 165D/1700
30" AUGER ANCHOR SPACING
TABLE 2B — 140C
30" AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
UP TO 16'-0"
10'-0"
UP TO 16'-0"
10'-0"
16'-1" TO 20'-0"
8,-0"
16'-1" TO 24'-0"
8'-0"
20'-1" TO 24'-0"
6'-0"
TABLE 2C — 120C
30" AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
UP TO 24'-0"
10'-0"
1/2'x3' (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2° WASHER
GRADE
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
i4"
4° CONCRETE
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2° GRADE 5
BOLT MMI uM WITH WASHERS
(NUT & BOLT OR LAG BOLT)
TIE -DOWN STRAP BOLTED TO TYPE
3 ANCHQR PH 1/2' GRADE 8
BOLT MINIMUM WITH WASHERS
CONCRETE
WEDGE ANCHORWITH LB.)
(TYPE 3)
(1) 4x4 SYP #2 ON 8' WIDE OR 1 FOS.
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL F1SF(CAN BE SET oN GROUND).
4' CONCRETE
TIE -DOWN STRAP SECURED
WITH (8) 10Dx1.8' NAILS
5/8' x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-O" MAX.
1/2°x5° (4.000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
r4„
1-8"---'-I
OPTIONAL REINFORCED
CONCRETE FOUNDATION
TIE -DOWN STRAP OR 3/16°
GALVANIZED STEEL CABLE
(SEE NOTES)
1/2"x3" (4,000 L8.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
(1) 4x4 SYP $2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP SKIDS
ALL ELSE(CAN BE SET ON GROUND).
4" CONCRETE
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
(NUT & BOLT OR 2}'LAG BOLT)
5/8° x 30° EARTH ANCHOR
WITH EYE HOLE: AUGER STYLE
FOR SOIL/CLAY, DRIVE STYLE
FOR ROCK/CORAL
(1) 4x4 SYP #2 ON 8' WIDE OR IFc4
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
4' CONCRETE OR OPTIONAL SUPPORT
PAD (P.T. WOOD, CONCRETE BLOCK
OR PAD) SPACED AT 8'-0' MAX.
2° WIDE 11 GAGE STEEL 'L'
BRACKET TIE -DOWN STRAP
BOLTED THRU FLOOR JOIST
WITH 1/2' GRADE 5 BOLT
MINIMUM WITH WASHERS
(Nur & BOLT OR 2rLAG BOLI)
1/2"x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
(1) 4x4 SYP #2 ON 8' WIDE OR IFcS
(2)
2x6 OR DS
ALL ELSE(CAN1 BE 4xSET ON GROUND).2
4"
4° CONCRETE
TIE -DOWN STRAP BOLTED TO
GROUND ANCHOR WITH 1/2"
GRADE 5 BOLT MINIMUM
WASHERS, ALSO CONTINUOUS AND
ATTACHED TO GROUND ANCHOR
ON OPPOSITE SIDE
5/8' x 30' EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
(1) 4x4 SYP #2 ON 8' WIDE OR IFaC.
(2) 2x8 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
4" CONCRETE
TIE—DOWN DETAILS
TIE -DOWN STRAP BOLTED TO
GROUND
/ MINIMUM WITHWASHERS
5/8' x 30' EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND),
OPITONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0" MAX.
TABLE 1A — 120C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
6'-0"
20'-0"
7-0"
16'-0"
7-6"
14'-0"
8'-0"
12'-0"
9'-6"
10'-0"
10'-6"
8'-0"
12'-0"
6'—O"
12'-0"
TABLE 1B — 140C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
24'-0"
4'-0"
20'-0"
5'—O"
16'-0"
5'-6"
14'-0"
6'--0"
12'-0"
7-6"
10'-0"
8'-6"
8'-0"
12'-0"
6'-0"
12'-0"
CODE INFORMATION
CODE VERSION
220112NEC, NFPAA770 ASt£-7.
MANUFACTURER
LARK BUILDERS
AGENCY
BUILDING TYPE
MANUFACTURED
LAWNUSDINTS
ST
CONSTRUCTION TYPE
V-8
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
V,o-120/148/186/178mph
EXPOSURE
C/0
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/— 0,18
IMPORTANCE FACTOR
1.18
ROOF DEAD LOAD
1aPSF
ROOF LIVE LOAD
20PSF OR 30016 POINT LOAD
FLOOR DEAD LOAD
1 OPS
FLOOR LIVE LOAD
81PBF
"R" RATING OF WALLS, FLOOR, ROOF
WA
MODULES PER BUILDING
1
HURRICANE PROTEC110N USAGE
No
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
716 W.FT. OR LESS
REVISIONS
REV
DESCRIPTON
DATE
ADDED TYPE 22 EARTH ANCHOR, ADDED IAO SOLT OPT.
10/16/18
2
ADDED 'L' BRACKET SETUP, ABS CAP NOTES
2/10/18
3
ADDED 3/18' GALVANIZED CABLE
5/16/15
TABLE 1C-165D/175C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
3'-6"
20'-0"
4'-0"
1 6'-0"
5'-0"
14'-0"
5'-6"
12'-0"
7-0"
10,-0"
8'-0"
8'-0"
10,-0"
6'-0"
12'-0"
TIE—DOWN NOTES:
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER—TO—CENTER.
3. TIE -DOWN STRAPS TO BE MINIMUM 1-4" x 0.035" GALVANIZED STEEL. FEDERAL SPECIFICATIONS QQS-781-H, TYPE -1, FINISH—B, GRADE -1.
4, ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY.
5. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,B,C DEPENDING ON SHED WIDTH. WIND SPEED. AND EXPOSURE.
6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE.
7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).
8. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.)
9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE.
10. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#O11CB1, OTICB2 OR EQUIVALENT)
11. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
TIE—DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3.150 LB. x 1.5).
ANCHORS NOT NEEDED ON ENDS.
•
4
ADDED NOTE 11 ON STACKING BLOCKS
8/30/1@
Drawn By:
MTB
Dote:
8/11/15
Scale:
N/A
Model#:
LARK BUILDERS
11/21/16
Matthew T. Baldwin P.E.
Florida License #64608
Sheet: AP —1 OF 1