RC-16-2477 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone: (305)795.2204 Fax: (305)756-8872
Inspection Number: INSP-266838 Permit Number: RC-9-16-2477 .
Scheduled Inspection Date:October 18,2016 Permit Type: Residential Construction
Inspector. Mesa, Michel
Inspection Type: Final
Owner. VILLAVICENCIO,KATHLEEN Work Classification: Shed
Job Address:41 NW 102 Street
Miami Shores,FL Phone Number (512)709.0056
Parcel Number 1131010180110
Project: <NONE>
Contractor. HOME OWNER
Building Department Comments
Passed
INSTALLATION OF SHED ON REAR OF PROPERTY " Comments
(10X12 IN SIZE)SHED MADE OF GALVANIZED METAL INSP oR COMMENTS False
WITH A CURRENT NOA.
(MANUFACTURED BY LANK BUILDERS INC-VIDALIA,
GA 30474
SHED WILL BE PUT ON 12X12 SLAB FOR PROPER TIE
DOWN(DIRECTLY UNDERNEATH SHED)
Inspector Comments
Passed
Failed El
Correction
Needed
Re-inspection
Fee �!
No Additional Inspections can be scheduled until
re-inspection fee is paid
October 17,2016 For Inspections please calf(305)762-4949 Page 15 of 40
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Miami Shores Village ' PBrr»1t'ry elntiai��
10050 N.E.2nd Avenue NW � � � irk 4,1400®Stl
Miami Shores,FL 33138-0000 .
A )'ems Stat
` Phone: (305)795-2204
Issue�:9/2O/ ti E,, Expiration: 03/19/2017
Project Address Parcel Number Applicant
41 NW 102 Street 1131010180110
KATHLEEN VILLAVICENCIO
Miami Shores, FL Block: Lot:
Owner Information Address Phone Cell
KATHLEEN VILLAVICENCIO 41 NW 102 Street (512)709-0056
MIAMI SHORES FL 33150-
Contractor(s) Phone Cell Phone Valuation: $ 250.00
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:INSTALLATION OF SHED ON ROAF Occupancy: Review Planning
Stories: Exterior: Review Building
Front Setback: Rear Setback:
Left Setback: Right Setback:
Bedrooms: Bathrooms:
Plans Submitted: Certificate Status:
Certificate Date: Additional Info:INSTALLATION OF SHED ON ROAR
Bond Retum: Classification:Residential
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $0.60 Invoice# RC-9-16-61252
DBPR Fee $2.00 09/20/2016 Credit Card $69.60 $50.00
DCA Fee $2.00
Education Surcharge $0.20 09/07/2016 Credit Card $50.00 $0.00
Notary Fee $5.00
Permit Fee $100.00
Scanning Fee $9.00
Technology Fee $0.80
Total: $119.60
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS 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 anzamg. F hermore,I gmthorize the above-named contractor to do the work stated.
�/f O' September 20, 2016
Autho zed ig ure:Owner / Applicant / Contractor / Agent Date
Building Department Copy
September 20,2016 1
�1 ECTION RECORD POST ON SITE
Permit NO. RC-9-16-2477
Miami Shores Village ,
tw
JJ f 10050 N.E.2nd Avenue
Miami Shores,FL 33138-0000 r � k k I #iG/855/ftfl8'fNt+11d
Phone: (305)795-2204 Fax: (305)758-8972 Issue Date 9/20/2016
03/19/2017
Expires:
INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.com/cap
REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY.
Requests must be received by 3 pm for following day inspections.
Residential Construction Parcel #:1131010180110
3 Owner's :.KAT YV.JL V IA Owner's Phone: (512)709-0056 mm
Job AAr Total Square Feet: 120
4
Bond N
4 Total Job Valuation: $ 250.00
i
I, ) nrnTinki WORK IS ALLOWED:
Contra t0 MONDAY THROUGH FRIDAY,8:OOAM-7:OOPM.
13 Primary Contractor SATURDAY 8:OOAM-6:OOPM.
HOME OWNER Yes NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS.
BUILDING AND ROOFING INSPECTIONS ARE DONE
MONDAY THROUGH FRIDAY.
s C�
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NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS
THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER
THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL
REQUIRED TO ALLOW INSPECTION.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF
COMMENCEMENT.
Miami Shores Village
a
Building Department
s�W71 20%
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 0
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949 1
BC 20 AV1
BUILDING Master Permit No. r ,o -24-4 4
PERMIT APPLICATION Sub Permit No.
�BUILDIN r-1 ELECTRIC ROOFING REVISION 0 EXTENSION RENEWAL
F-IPLUMBING r-I MECHANICAL PUBLIC WORKS CHANGE OF F-] CANCELLATION r-1 SHOP
A �, ) CONTRACTOR DRAWINGS
JOB ADDRESS: 91 A V�i,� 10,�
City: Miami Shores County Miami Dade Zip
Folio/Parcel#: 1131®`0 1 501/0 Is the Building Historically Designated:Yes O
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): Phone#:
Address:_ eSG G - M-(
City: State:
Zip:
Tenant/Lessee Name:
K.�,�'61���il • Cave� Phone#:
Email: 6 rna com �
J
CONTRA an Name: Phone#:
Address:
City:
Qualifier Name:
Phone#:
State Certif or Registration#: Certificate of o tency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$_ 2500 ��� � 1�1 paare/Linear Footage of Work: /20
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: U S'he rt0✓r Of
V c( I vi C t4J 0 R U rJ
Specify color f co or th�°ru the 12x 2 Sl�tl� °r �r�pex �i��� �diYetPq4c(
Submittal Fee$ E'�)- Permit Fee$ 1001•�1 CCF$--0 - CO/CC$_O f®
Scanning Fee$ C:i' CA3 Radon Fee$ 2 -O�) DBPR$2 , Notary$ S.GO
Technology Fee$ ' 53' �� Training/Education Fee A" Double Fee$ (
Structural Reviews$ Bond$ 0
TOTAL FEE NOW DUE$ [ -00
(Revised02/24/2014)
Bonding Company's Name(if applies�I\may '
Bonding Company's Address
State Zip
City
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zi
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 pasted 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•��/ �f���` v Signature
OWNER or AGENT CONTRA/ore
The foregoing instrument was acknowledged before me this The foregoing instru ent was acme this
4day of k�a �d 20 e ,by day of , by
eC'rtd IID,who is personally known to ally known to
me or who has produced 'fid as me or who has produced as
identification and who did tak oath. identification and who d' take an o h.
NOTARY P NOTARY PUBLIC:
I
Sign: Sign:
Print:
Print:
Seal: MY COtii'�. YANADYPRIEPO Seal:
MMISSION#FF 214031
% P EXPIRES:March 25,2015 tg
Bonded Thru Notary Public Undoromtcfc e.
�krk*rk#rkek�Ie�k*rkirkrkrkrkrkrkrk*rk�Frk�krkSrY ffiiiMe�k+k�kr#irk**+k�k�k�k�krk�k*�k#�k�k�krk�k*�k+kik+kik*ffi�kFMrkrk�k8��k*�k+k�hrkrk�k+kM�+k*+k&�k*w+k�krk*rki*+k�krk�k/rk*+k*�k*rk�k*rf
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
° 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
a
NAME: Kft(RI" " 4 y� v�V`� DATE: � � c 6
ADDRESS: 1' NVJ '®2' 9R 3 315
e ,
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have
read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner
must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption
allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the
construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a
cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.it may not be built for sale or
lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built
for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make
sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on
your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and
with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all
applicable laws,ordinances,buildings codes and zoning regulations.
Please read and initial each paragraph.
1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an
exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain
restrictions even though I do not have a license.
Initial
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and
is not hiring a licensed contractor to assume responsibility.
Initial
3. 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,)wich violates the exemption.
Initial
5. 1 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 bylaw and by co ty or municipal ordinance.
Initial
'4 '
el
7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously
implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to
serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's
insurance may not provide coverage for those injuries.I am willfully acting as an owner-builder and am aware of the limits of my insurance
coverage for injuries to workers on my property.
Initial,
8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the
work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by
me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the
Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow
these may subject to serious financial risk.
Initial
9. 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 regulatio s.
Initial
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States
Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry
Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html
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 t e proposed construction activity at the following address:
Initial
12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the infprmation that I have provided on
this disclosure. J
Initial,
Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the
Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial
loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or
employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder
permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of
the contractor's workers compensation coverage.
Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local
permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property
owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued.
Was acknowledged before me this 1"h day of )-ff — , 20 116
By IfCh V illM i CV%c;a who was personally known to me or who has
Produced there License or U,M
/'_--a-31dentification.
YANADYPRIEM
�- MY COMMISSION#FF 214031
OWNER NOTA Y �` EXPIRES:March 25,2019
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Property Address: ADMINISTR477VECQ6%E� 479, L IDasraTUEs.
41 NW 102 STv�'e •``��;
MIAMI SHORES,FL 33150 `• 0. 52 9
••, STATE OF
FLORIDA
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y. FERNANDO V.G III P.S.M.No.5259
SURVEYORS,INC.
STATE OF FLORIDA
15271 NW 60 AVE,Suite 208 NOT VALID WITHOUT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED
Miami Lakes,FL 33014 ELECTRONIC SEAL,AND/OR THE SIGNATURE AND/OR THE ORIGINAL RAISED SEAL OF A
LICENSED SURVEYOR AND MAPPER.THE SEAL APPEARING ON THIS DOCUMENT WAS
W Ww.OnlineLandSurveyon3.Com AUTHORIZED BY FERNANDO V.GOMEZ,P.S.M.NO.5259 ON THE SURVEY DATE NOTED
Survey Date:6/30/2015 Survey Code:0-18197 Page 1 of 2 Not valid without all pages.
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CERTIFIED TO: FLOOD INFORMATION:
JORGE&KATHLEEN VILLAVICENCIO Community Number: CITY OF MIAMI SHORES 120652
HARK BURKHALTER YON,PL Panel Number: 12086CO302L
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY Suffix: L
ISSUED THROUGH ATTORNEY'S TITLE FUND SERVICES Date of Firm Index: 9/11/2009
CITIBANK Flood Zone: X
ITS'SUCCESSORS AND/OR ASSIGNS AS THEIR gess Flood Elevation: N/A
INTEREST MAY APPEAR. Date of Survey: 6/3012015
LEGAL DESCRIPTION: LOT 22 AND THE SOUTH 100 FEET OF THE EAST 25 FEET OF LOT 21 AND THE WEST 6.5
FEET OF LOT 23, BLOCK 1, NAVARRO,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 12,AT
PAGE 59, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
—
PROPERTY LINE J Surveyor's Legend
P smuCnmE
CONC BLOCK WALL TREE L.M.E. LAKE or LANDSCAPE MAINT.E■AT. ESMT. EASEMENT
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GEAIERAL MOTES:
1) LEGAL DESCRIPTION PROVIDED BY OTHERS.
2) EXAMINATION OF THEABSTRACT OF TITLE{MIL HAVE TO BE MADE TO W, t �
DETERMINE RECORDED INSTRUMENTS,IF ANY,AFFECTING PROPERTY. ,
3) THE LANDS SHOWN HEREON WERE NOTABSTRACTED FOR EASEMENT OR
OTHER RECORDED ENCUAR ERANCES NOT SHOWN ON THE PLAT. �
4) THE PURPOSE OF THIS SURVEYS FOR USE IN OBTAINING TITLE INSURANCE
AND FINANC/NGAND SHOULD NOT BE USED FOR CONSTRUCTION PERMITTING
DESIGN,OR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF
Printing to Scale:ONLINE LAND SURVEYORS INC.
5) UNDERGROUND PORTIONS OF FOOTINGS,FOUNDATIONS OR OTHER T. Select^None"from Page Scaling
IMPROVEMENTS WERE NOT LOCATED. 2. Deselect Auto-Rotate and Center" ,yylit
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9) BEARINGS ARE BASE ON AN ASSUMED MERIDIAN. taivaalaea
10) BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION
OF THE SURVEY WORK PERFORMED IN THE FIELD,COULD BEDRAWNATA /OLD WORK 612412015 �t L 1 1 I'r r i
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SHOWN SCALE AND/OR NOT TO SCALE.
11) NO IDENTIFICATION FOUND ON PROPERTY CORNERSUNLESSNOTED. A BY. p p �aP�a•••• .
WITH Gp
12) NOT VAUD UNLESS SEALED TH THE SIGNING SURVEYORS EMBOSSED OR �Q`; SSE NU;�e•�F
ELECTONIC SEAL
13) DIMENSIONS SHOWN ARE PLATANDMEASURED UNLESS OTHERWISESWAN. 1ECKEDBY: F.V.G _ � 'U �`p•,r'
14) ELEVATIONS 1F SHOVN ARE BASED UPON N.G.VD.1929 UNLESS OTHER MSE _ o.52 9
NOTED. IAIAL REVISION. 06(30/2015
15) THIS ISABOUNDARY SURVEY UNLESS OTHER1MSENOTT=D. ^•'. STATE OF
18) THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF OMPLETED: 6/30/2015 FLORIDA
THE ENTITIES NAMED HEREON THE CERTIFICATIONS DO NOT EXTEND TO O ANY
UNNAMED PARTIES. CALE: 10=20' i �1ryC .....
If SU ,
URVEY CODE: 0-18197 'i6#>7 a
15271 NW 60 AVE,Suite 208
Miami Lakes,FL 33014
n I i ne La n d Phone:(305)910-0123
SURVEYORS,INC. Fax:(305)675-0999
www.OnlineLandSurveyors.Com
Survey Date:6/30/2015 Survey Code:O-18197 Page 2 of 2 Not valid without all pages.
SEP 0-72016
M-0
ane .
Prokssiw'Regulation :>�:l�r�• .tea
3anuary 28, 2014
Robert Moore
Lark Builders, Inc. CITY
P.o.Drawer 629
Vidalia,GA 30475
• RE: Manufacturer Certification,ID MFT-114; Expiration Date: October 21, 2016 C-
0
Dear Robert Moore
It is my pleasure to inform you that lark Sunders,Inc., located at 409 DIXON STRICT,P o
DRAWER 629,VIDAt IA,GA 30475, has been approved under the Manufactured Buildings Program,
as provided for under Chapter 553, Part I, Florida Statutes,to manufacture Factory Built Schools,
Storage Sheds, Manufactured Buildings for installation in Florida.
Construction or modification on a manufactured building cannot begin until the Third Party Agency �N
has approved the plans in accordance with the current Florida Building Code. Your Third Party ` j LU cn
Agency is a contractor far the Department and has statutory authority and responsibilities that I o L3
must be met to maintain approved status. You may expect and demand quality plans review and WLL
g
inspections. + C" w
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 Party Agency rr w
for plans review. Please ensure that your plans are in compliance and are properly pasted on our
website. All site-related installation issues are subject to the local authority having jurisdiction_
f; z z
H
The Departments contractor will make unannounced monitoring visits at least once each year You I w I n G z
must grant complete access to your manufacturing facility and records to remain In compliance with U G 1 0 � W Q g
the rules and regulations of this program. �; cc ~
t> � I`J al cn cn
Your certification is approved for three years from this date.You will receive a renewal notice by
Email generated by the BCIS(�dabuiidina ora) for online renewal. If you have questions
You may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www floriddabL1I(dina.ora to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Progr--ofn
cc:Professional Service Industries
Approval Stamps:-175C on Metal Lapsider tiox Eave %'Ohed Master Plan -
GENERAL NOTE5: H i' DESIGN PARAMETER5: (HIP-GABLE ROOF)
Lark [WIND DE51GN PER A5CE 7-10, 5EI5MIC DESIGN PER AI5C 341-051
1 . THIS STRUCTURE WA5 DESIGNED IN ACCORDANCE WITH THE 2009 175mph (Exp.C)
IBC BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND 409 Dixon Street I . WIND VELOCITY:
LOADING DF-51GNED IN ACCORDANCE WITH THE A5CE - 7-10. 3./� q �{ ^�/� 2. WIND IMPORTANCE FACTOR: I .0
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE Vidalia , 17x1 30474/ 4 4. SND EXPOSURE: 'C (I 75mph)
ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE4. INT.ENCLOSURE
C COEFFICIENT: E 18 ±
TIME OF MANUFACTURE. 5. ENCLOSURE C1A551FICATION: ENCLOSED
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING:
-ROOF LOAD (ZONE#0: +27.4/-56.0 PS
DIMENSION.
P51'
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN Sheet index -Roof LOAD (ZONE #2): +27_.41-78.9 P5F-Roof
LOAD (ZONE#3): +27.4/-124.6 P5F
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED.
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: S1.0 ; Dover o General & Design Notes -WALL LOAD (ZONE#4): +59.5/-65.2 P517-WALL LOAD (ZONE#5): +GO.G/-76.G P5F
FLOOR J015T5- 2x4 5.Y.P,#2412-15% MOISTURE CONTENT) S1.11 Electrical & General Floor Plan -WALL LOAD (ZONE#405): +GO.O/-70.9 P5F
2xG 5.Y.P.#2-(12-15%MOISTURE CONTENT) S1.2 Skids & Floor Framing Plan 7. FLOOR DESIGN LIVE LOAD: 125 P5F
2x8 5.Y.P.#2-(12-15%MOISTURE CONTENT) Skid and Floor Framing Details 8. FLOOR DE51GN DEAD LOAD: 12 P5F
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED: S1.31
g
SKIDS, FLOOR JOIST5 AND 3/4"T*G FLOOR SHEATHING �1.q 'i Roof Framing & Sch®dole 9. ROOF DESIGN LIVE LOAD: 20 PSF
7. TRU55 DESIGNED TO SUPPORT D.L.+L.L.=30 P.S.F. 10. ROOF DE51GN DEAD LOAD: SELF WEIGHT
8. HANDICAP ACCE55 TO BUILDING 15 FIELD INSTALLED BY OTHERS AND S1.5 Typical Frame Section Details 11 . WALL DESIGN LOAD: 8 P5F
SUBJECT TO LOCAL JURISDICTION APPROVAL. 12. COMBINATION LOADS: AS PER ASCE 7-10
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 PSI MINIMUM S1.6 . End Wall Frame Options 13. SEISMIC USE GROUP: B
YIELD STRENGTH. 14. BUILDING CATEGORY: I
10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED, SEE FBC 15. BUILDING OCCUPANCY: STORAGE - NON HABITABLE � Inforntation
1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL GENERAL NOTES CONTINUED: I G. CONSTRUCTION TYPE: V B rr 2 .TaBuiklOn
ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. 17. ALLOWABLE FLOORS: I � •
i t . 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
STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM. 19. DESIGN OVERHANG: 8 INCH Professional Service Industries
12. ROOF 5LOPF-5 BETWEEN 2: 12 AND 4:12 SHALL HAVE A DOUBLE DOOR ATTACHED TO VERTICAL 2x4. 20. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 FLORIDA 1748 33rd Street
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, BUILDING CODE Plan Reviewer
ilium 9
GARAGE DOORS, 60"x 72"ALUMINUM DOOR, 32" AND Plan Reviewer.VUfpiam E.lveary,
1507.2.8 OF THE F.B.C. 201 O 2 I . THE CONTRACTOR/MANUFACTURER COMPLY WITH THE icc#s�sr�4o
AND PRE HUNG STEEL DOORS. TYPE
06
13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE 48"SINGLE DOORS, , FOLLOWING CODES: FL SMI-7 ,
SIZE, QUANTITY, AND LOCATION MAY VARY. 2014 FBC, 5th Edition FL SMI-79,SMP-51
CODES AND THIS IS NOT A FOUNDATION DESIGN. -
14. BUILDING IS CLASSIFIED 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 Haney Associates,Inc.
VARY. 25. MAXIMUM WALL HEIGHT TO BE 8'-O" Certificate of Authorization
I G. ALL FASTENERS INTO P.T. WOOD SHALL 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 TH05E IN USE AS AN ACCESSORY CODE IN ACCORDANCE WITH 101 .5.2
ORDER FOR THESE DE51GN DRAWINGS TO ACCURATELY REFLECT BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER �� t i l t t t t r��
FIELD PERFORMANCE CONDITIONS. 400sq.ft.) MUST HAVE ATLEA5T(1) 32°x80" (MIN.) DOOR. 51TE INSTALLED ITEM5: �•`AGK R.,�l,9 ��e
18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR 28. ROOF FRAMING AND WALL FRAMING TO BE 3%2" METAL I . THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM. 1 QQ�••��CEN . �/�r
HAZARDOUS MATERIAL. STUDS SPACED AT A MAXIMUM OF 24"O.C. 2. RAMPS STAIRS AND GENERAL ACCESS TO THE BUILDING. aS/
20. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED
3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS)TO THE . No.'6458 .•.•' '_'
ALUMINUM, MASA ALUMINUM, 4" LAP ALUMINUM, 5/8" P.T. T I-I I BUILDING. _ :•
SIDING, VINYL 51DING WITH ENERGY BRACE BACKER, HARDI BOARD, 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.G. 1503 AND
• " " R3 18.G TE
STEEL 51DING AND PLEKO STUCCO ON 5/8 DENSE GLA55 GOLD
AND POLYCARBONATE GREENHOUSE PANELS NOTE: THI5 LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK :�,�••• P..;\ `•►
'ctOR10
21 . ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS 51DE AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE %C�s''•......•••.••
WITHOUT THE USE OF A KEY. INSTALLATION. ALL 51TE RELATED ITEMS ARE SUBJECT TO LOCAL /ZONAL � \``
JURISDICTION APPROVAL. - I�//it,fit t+��
These plans were designed in accordance with:A Single Wide Metal Master Plan Designed By: Project No. y Sheet Number:
O.R.H. 13�N224-
_. m 2014 F8C, 5th Edition M165d175c
-- Nancy Assoclatcsg Inca 2011 NEC Lark udders
%oleo
Eng>tneeir;<aa ® sta'uctaa>♦n Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
P.O.Box 348,Six Mile,8.C.29682-Phone:864-646-7600 For Wind Speed 175 mph, Exposure C Vidalia, C.L.A. 05/20/13
GA 3Q474 1 of 7
• • ELECTRICAL NOTES: Approval Stamps: _
I . WHEN AIR CONDITIONING 15 IN5TALLED IN THI5 BUILDING, IT SHALL BE
THE RE5PON5181UTY OF THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY WIRE AND BREAKER 51ZE5 FOR ACTUAL
HVAC UNIT(5) IN5TALLED ALL WIRING TO BE IN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE LATE5T EDITION.
2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES.
3. EACH CIRCUIT 15 TO HAVE CONTINUOU5 50LID COPPER IN5ULATED32" MIN., GO" MAX. WIDTH
LOCATION
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT, 24" BY G'-8" HEIGHT DOOR,
015TRI5UTION PANEL. AND QUANTITY MAY VARY 5 MAX MAX LOCATION MAY VARY.
4. EQUIPMENT GROUND BAR IN MAIN D15TR 13UTION PANEL 15 TO BE AND ARE OPTIONAL.
GROUNDED TO MINIMUM 10'-0"COPPER CLAD EARTH DRIVEN ROD
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. _
5. ALL CONDUIT TERMINATION'S OF I"OR LARGER ARE TO HAVE PLASTIC —
i
IN5ULATED BU5HING5. �2' METAL STUDS
G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL SPACED AT 24"
ELECTRICAL CODE (NEC), LIFE SAFETY CODE (NEPA 101), LATE5T O.C. MAX.
EDITIONS.
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCE55151 F m P.T. 314°TSG
D15CONNECT5 ADJACENT TO THE EQUIPMENT 5ERVED. A UNIT SWITCH FLOOR SHEATHING
; SEE VARIOUS END SEE VARIOUS END WADI
WITH A MARKED "OFF" P051TION THAT 15 PART OF THE HVAC
EQUIPMENT 5HAH BE PERMITTED A5 THE DISCONNECTING MEAN5 p WALL FRAMING FRAMING SECTIONS FOR
ONLY WHERE OTHER DISCONNECTING MEAN5 ARE AL50 PROVIDED BY �p SECTIONS FOR WALL �i' WALL AND DOOR FRAMING.
AND WINDOW FRAMING.
A READILY ACCE55151 F CIRCUIT BREAKER
8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING _
RATING OF THE MAIN BREAKER MUST BE DE51GNED AND VERIFIED A5
BEING IN COMPLIANCE WITH SEC. ! 10-9 OF THE NEC BY A LOCAL QInforaft
ELECTRICAL CONSULTANT. TnAi
Build 0n
9. THE MAIN ELECTRICAL PANEL, FEEDER5, POWER HOOKUP TO BUILDING _ __. �
(INCLUDING ALL 015CONNECT5, OVER CURRENT DEVICES, PANELS, J R$J CODE REWEW
GROUNDING, ETC.) 15 DE51GNED BY OTHERS, 51Tff IN5TALLED, Professional Service Industries
SUBJECT TO LOCAL JURISDICTION APPROVAL. - 1748 33rd street
10. ALL WIRE5 TO 5WITCHE5 AND OUTLET5 TO BE#12 AWG THHN AND OPTIONAL ELECTRIC TO WPM —32" MIN., GO' MAX. WIDTH Ortando,Florida 32839
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NEPA EACH UNIT FIELD BY G'-80 HEIGHT DOOR, Plan Reviewer:William E.iVeary,ut
LOCATION MAY VARY. tcc#s9asoao
70, NATIONAL ELECTRICAL CODE. CONNECTED FROM FL SMI 79,
1 I . ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH EXI5TING POWER FL SMI 79,SMP 59 —`
ARTICLE 1210.8(A)(2) NEG-08. 50UR.CE TO UNIT _
50'-0" MAXIMUM BUILDING LENGTH Haney Associates,Inc.
Electrical Symbol Key Certificate of Authorization
No.27124
(� GFCI Duplex Receptacle 120V 10NorE5: _ _—
®ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATION5 MAY VARY.
-( - Incandescent Light W/ (1)-60W Bulb �.���G'`� R.
Typical Floor Plan Q'`.••'�cEN ''.
SCALE: 1/4"=P-O"
_JJ Junction Box No./66 558 -
$ Switch
STATE OF
WP i Weatherproof ; �`s••.•toRto ����
Switch W/ Receptacle Outlet 120v 1 �"';.SZOiVAL, �•�•
These plans were designed in accordance with: Project No. Sheet Number:
Th
-- - - P 9 Tonle W1�� �t�l ��t��' ���� Designed By: 13EN224-
__ �- 2014 FBC, 5th EditionLark Builders O.R.H. M165d175c
-= alley Associates 9 Inco 2011 NEC
Engineering aha Construction Planning2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
P.o.Box 348,Six Mile,s.0 Z9682-Phane:864-64fr7600For Wind Speed 165 mph, Exposure D Vidalia, GA 30474 CL.A. 05/20113 — 2 of 7 _ _
Approval Stamps:
SKI® LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOP,J015T 51ZE
125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid)
lyidth� Joist Size�Spacing I A �Vid#h Joist Sizeispacing A B „A" ��8�� °A"
01
6'-0" 12x4's @ 16" O.C., Max. 15" 42" 6'-0" 2x4's @ 16" O.C., Max. , 12" 24"
r n n � n r n n n �
8, n
-p2x6 s @ 16" O.C., Max. 18 60" 81-01, 2x6ts @ 16�� O.C., Max. 16�
10'-0" 2x6's @ 16 O.C., Max. 1 24" i 72 101-0" 2x6 s @ 16 O.C., Max. ! 20 40 SEE SCHEDULE FOR JOIST SIZE
2x6's @ 15" O.C., Max. ; 24" 84" 11'-002x6's @ 16" O.C., Max. 22" 44"
11'-8" 2x61s @ 16" O.C., Max. 128" 84" 1V-8- 1 2x6's @ 16" O.C., Max. 24" • 46"
n � n r n n n "p�° "B" Bn °A"
01
13,-on 2x8 s @ 16 O.C., Max. 1 36�1 84 13'-0" , 2x8 s @ 16 O.C., Max. i 26 152
13'-8" . 2x8's @ 16" O.C., Max. j 40" i 84" 13'-8" ; 2x8's @ 16" O.C., Max. J 28" 156"
NOTE5:
a FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS 5ET FORTH
UNDER FBC 2304.9. 1 AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED.
ALL SKIDS ARE P.T.-4xG 5.Y.P. #2 OR(2)-P.T.-2xG S.Y.P. #2
G'-0"WIDE UNITS MAY USE 2x4 5.Y.P. #3 JOISTS
o ALL JOISTS ARE TO BE P.T.-S.Y.P. #2
P.T. SIDE RAIL TO MATCH P.T. SIDE RAIL TO MATCH
J015T SIZE, SEE FRAMING J015T WE, SEE FRAMING
SCHEDULE FOR SIZES. /--5CHEDULE FOR 51ZE5.
QInformeWon
firmU "�n � To Build On
a.e +s•Twow
CODE REWEW
Professional Service Industries
9749 33rd Street
odlando,Florida 32939
5EE SCHEDULE FOR J015T SIZE Plan Reviewer.William E.Weary,III
ICC#6986040
SEE SCHEDULE FOR J015T 51ZE Lia#UO0406
CD
FL SMI-79,5f1lIP-51
I - Haney Associates,Inc.
Certificate of Authorization
No.27124
Q 3L ``�11111t�tt ._. ._ ._
G
`• .. y�'.
.� . �.
3 P.T.-4xG 5.Y.P. #2 or 4'-0" or G'-0" 3 P.T.-4xG S.Y.P. #2 or 4'-O" or G'-O" Q ••a /rr�
I . (2)-P.T.-2xG 5.Y.P. ;F2 SKIDS �Cptiona( Forc--h' I . (2)-P.T.-2xG 5.Y.P. #2 5KID5 No. 64b58
Optional Porch = .
50'-0" MAXIMUM BUILDING LENGTH 50'-0" MAXIMUM BUILDING LENGTH = _
STATE OF
� � '•.,,ORI,. �C? .
Typical 2 Skid Floor Framing Plan Typical 3 Skid Floor Framing Plan /CNAIL
SCALE: 1/4"= P-0" SCALE: 1/4"=P-0" rrt 11 111►Ilk` _
These plans were designed in accordance with: ° Project No. Sheet Number:
p 9 Single Wide Metal Master Plan Designed By: 13EN224-
2014 FBC 5t" Edition O.R.H. M165d175c
aney Associates, Inc® 2011 NEC Lark Builders
Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
---- P.O.Box 349,SliMe,S.C.29692-Phone:864-"6-7600 For Wind Speed 165 mph, Exposure � Vidalia, GA 30474 C.L.A. 45/20/13
3 of 7___ __
. _Approval StampS_
a%2° - 20ga. METAL WALL 5TUD5 --
SEE PLAN VIEW FOR SPACING
i
SEE FRAMING SCHEDULE SKIDS MAY BE P.T.-4xG 5.Y.P. 3%2° - 20ga. METAL SOLE PLATE,
FOR J015T SIZE #2 OR(2)-P.T.-2xG S.Y.P. #2 CONTINOU5 W/ 5/1 G"x4" LAGS
ATTACH EACH STUD TO SOLE
AT I G" O.C., Max.
PLATE WITH (2) #10 SELFP.T. 3/4"T*G FLOOR ,
DRILLING GRABBER 5CREW5 SHEATHING
_:-;• (i) INTO EACH FLANGE. N-
1
'
5ENCO K28 (OR EQUAL) 0TCH 5KID5 Iy2"x lye°
NAILS AT 12"O.G., ROWS FOR EACH FLOOR J045T
SHALL BE 1 .5° FROM EDGE,
STAGGER ROW5 G° FOR
2x BLOCKING BETWEEN
(2)-P.T.-S.Y.P.-2xG's 5KID5, �, _ :-
START PATTERN WITHIN G° SKIDS, FASTEN TO END
OF EACH END OF SKID 2x4 BLOCKING BETWEEN ' -- - JO_I5_T W/(3)-0.12_0'x3"
SKIDS, FASTEN W/ NAILS AT 12" O.C. EACH a
(2)-0. 120"x3" NAILS AT SIDE, STAGGERED.
!2° O.C., STAGGERED.
5KID#FLOOR FRAMING EA-11- 2 END J015T FRAMING DETAIL
- 1.3 SCALE:3I4"=I'-d' I . SCALE: I.5•=I•_ ,
rg
f
�� 171fOt»iptLO1Z
��"'� To Build On
HagkMerbig• •'�8 ,
SKIDS MAY BE P.T.-4xG 5.Y.P.
#2 OR(2)-P.T.-2xG 5.Y.P. #2 ICODEREWEW
e Professional Service Industries
e ° 1748 33rd Street
° ° ' Orlando,Florida 32839
2" LAP SPLICE FASTENED Plan Reviewer:William E.Neary,III
W/
(G)-5/1 GN4" LAGS [cc#5185040
1 P.T.-4xG 5.Y.P. (OUTER FACE), (3)-5/1 G"x4"
FL SMI-799,,
SMP-51
FL SMI-#UO79,
#2 SKID5 LAGS (INNER FACE), (9) LAG —
SCREWS TOTAL. --
ATTACH J015T TO SKID WITH Haney Associates,Inc.
5/1 G'x4' LAG SCREW OR(2) Certificate of Authorization
51MP50N 11-3 (OR EQUAL)ATNo.27124
EACH END OF J015T, SEE �, 3"xG" SPLICE PLATE ON 3 of - -
FRAMING SCHEDULE FOR SIZE. 4 SIDES OF JOINT, FASTEN
(2)-P.T.-2xG EACH PLATE W/(5)-SENCO ��G IR
S.Y.P. #2 5KID5 K28 (OR EQUAL) NAILS %�`
NOTE: ATTACH END JOISTS TO SKID WITH (2)-5/1 G'x4° '
LAG SCREWS [OR(4)-0. 131x4" GUN NAILS] ANDA EACH SIDE. �Q'`•��CENS••'••� i
p:r �
51MP50N H-3 [OR EQUAL] AT EACH END OF JOIST. No. 64558
TYPICAL SKID TO
i
3 JOIST CONNECTION DETAIL 4 TYPICAL SKID SPLICING DETAIL .•• STATE F
16 1 . SCALE:3i4°=1'-0" 1 . 5CALE:314°=I'-0° °—
f.S/ONAL 1\0
/Illi++
These plans were designed in accordance with: Single Wide Metal Master Plan J Designed By: Project No. Sheet Number:
® 2014 FRC, 5th Edition O.R.H. 13EN224-
, ! :-r-:=��, j 3V1165d175c '
_ Aft 4%
,.L Haney Associates, Inc® 2011 NEC Lark Builders
- -
Engineering & Coalstrnaegzamai Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
P.O.Box 349,Six Allife,S.C.29692-Phone:864-646-7600 For Wind Speed 165 mph, Exposure D Vidalia, 30474 C.L.A. 05/20/13
4_of 7 _ _
Approval Stamps:
ROOF FRAMING SCHEDULE 5CHEDULE AND ROOF FRAMING NOTES:
Wall Framing at 24" o.C.' Max. o ROOF FRAMING SHALL BE 5PACED TO UNE UP DIRECTLY OVER THE WALL 5TUD5 FOR PROPER LOAD TRAN5FER AND 5TRAPPING.
a ROOF DRAINAGE SHALL COMPLY WITH F.B.G. 2010 1503 AND R3 18.6
Rafter and Brace Size and Spacing: 9 FA5TENER5 WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL 5TRUCTURAL COMPONENTS A5 SET FORTH UNDER FBC 2304.9. I
Width! AND TABLE 2304.9.1 UNLE55 OTHF-RW15E 5PECIFIED.
o RIDGE MAY RUN IN THE SHORT DIRECTION "TURNAROUND" OR°VAULTED"5TYLE WITH A MAXIMUM GABLE END OF 30-0"AND 51DE
6'_0" ASIS SSMA S 350S162-54 @ 24" O.C. Max. WALLS THAT VARY G'-0"TO 13'-8"OR THE LONG DIRECTION "STANDARD"WITH GABLE END5 THAT VARY G'-O"TO 13'-8"WITH A
8'-0" ASIS SSMA S 35OS162-54 @ 24" O.C. Max. MAXIMUM 51DE WALL LENGTH OF 50-0".
9 ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-1 Gx I TEK5 PANHEAD SCREW5 WITH #3 DRILL POINT
10'-0" ASIS SSMA S 350S162-54 @ 24" O.C. Max. AT G" O.C.
11'-0" ! ASIS SSMA—S 3505162-54 @ 24" O.C. Max.
11'-8" 1 ASIS SSMA S 350S162-54 @ 24" O.C. Max.
13,-on . ASIS SSMA—S 350S162-54 @ 24" O.C. Max.
13'-8" 1 ASIS SSMA S 350S162-54 @ 24" O.C. Max.
. i
i
Iwornurtion
faigilToBuiLd On
_ — -- COBE REVIEW
Professional Service Industries
_ — — — -- — — - 9748 33rd Street
L Orlando,Florida 32839
Plan Reviewer:William E.Neary,III
Standard RidgeIGC#s185040
406
p — __ _ _ — _— -- -- _ _ _ --_ - -- - - — Z° - 20ga. METAL RAFTER5 AND i SMI- 9,
�Q
BRACING, SPACED AT 24" O.C., MAX.
�usrwl-�'s5t
4, UNE UP RAFTER5 TO LAND ON WALL I _
w __— _ 5TUD5 FOR LOAD TRAN5FER. BRACING _
— __ ___ — TO MATCH RAFTER 51ZE AND GRADE,
Haney Associates,Inc.
> SPACED AT 24" O.C., Max., A MINIMUM Certificate of Authorization
-- — ____— _ OF 4 5ECTION5 OF BRACING ARE No.27124
REQUIRED FOR ANY SPANS ABOVE I I'-8"
I oil
R.
`��ttilltttii
50'-0" MAXIMUM BUILDING LENGTH - 30-0" MAX. FOR VAULTED ROOF .. NM6558
•: '
" STATE O
Typical Roof Framing Plan
SCALE: 1/4'= 1'-O" •��tS�' �.`
Project No. Sheet Number: —
These plans were designed in accordance with: Single Wide Metal Master Ptah Designed By: 13EN224-
___ 2014 FBC, 5th Edition
Haney Associates, Inc. 2011 NEC Lark Builders O.R.H. M165d175c - 1 .4
-- Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
--- P.O.Boz 348,Su Mile,S.C.29682-Phone:864-646-7600 For Wind Speed 165 mph, Exposure D Vidalia, GA 30474 C.L.A. 45/20/13
5.of 7 , - -
Approval Stamps: -
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16x I TEKS
_ PANHEAD 5CREW5 WITH #3
DRILL POINT AT G" O.C.
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND '
BRACING 51ZE5 AND 5PACING
i
2 1/2"x 1/2' CORRUGATED
ROOF PANELS FASTENED �"-20ga. METAL COLLAR TIE, 4'-O" 3Y"-20ga. METAL STUDS !
LONG, ATTACH W/ (2) #10 SELF 5PACED AT 24"O.C. MAX.
WITH 1/4"-14 x 3/4" HWH DRILLING GRABBER 5CREW5 EACH 51DE
TRAM I AT G" O.C.
SEE ROOF FRAMING 342"-20ga. METAL 5TUD5 I OVERHANG OPTION DETAIL
SCHEDULE FOR RAFTERS SPACED AT 24" O.C. MAX. I' 3/4•a I -7
Q c Vz-20ga. METAL BRACE AT
z O SEE ROOF FRAMING 3'-O"ABOVE FINISHED FLOOR, !
p SCHEDULE FOR FASTENING ATTACH TO EACH STUD W/(2)
u7 REQUIREMENT5 #10 SELF DRILLING GRABBER
�0 SCREW5, (1) INTO EACH FLANGE �� Irfvnncrlion
err oBuildOn
�q O ATTACH ROOF FRAMING TO '' '°
SEE 51 .2 FOR SKID 4_2 1/2" x 1/2" CORRUGATED TOP PLATE OF WALL FRAMING CO®EREWEW
AND FLOOR FRAMING PANELS (FA5TENED Wl#8 x WITH BUILDER 10-1 Gx I TEK5 Professional Service Industries
r I&WOOD SCREW AT G" _ PANHEAD 5CREW5 WITH #3 174833rd Street
O.C. (OR EQUAL) DRILL POINT AT G" O.C. Orlando,Florida 32839
Plan Reviewer:William E.Pdeary,lil
1 ICC#5185040
--.� LA#000406
VARlE5, G'-O" to 13'-8" - - FL SMI-79,SMP 61 —
Typical Frame Section SEE ROOF FRAMING Haney Associates,Inc.
Certificate of Authorization
SCALE: 1/4"=P-O" SCHEDULE FOR RAFTER AND ; No.27124
BRACING 51ZE5 AND SPACING
N
3f2"-20ga. METAL STUDS ``� .•��GENSF••,
SPACED AT 24" O.C. MAX. 0
Q•
N0�Ya64 585 i
2 OVERHANG OPTION DETAIL ! p��,•. STATE OF
I. ScaLE:3/4'=V-o' '• , COR 1 O
P.•���°:
ZONAL
r'ttttii�►�'
These plans were designed in accordance with: Single bide Metal Master Plan Designed By: Project
` Sheet Number:
2014 F@C, Th Edition
-= an y Associates, Inco Lark Builders O.R.H. M165d175c
! 2011 NEC
-- Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
P.O.Box 348,Six Mile,S.C.29682-Phone:864-646-7600 For Wind Speed 165 mph, Exposure D Vidalia, GA 30474 C.L.A. 05/20/13
6 of 7
R R
APprovalStamps:
2-1/20 x 1/2" CORRUGATED ROOF
PANEL5 FA5TENED WITH 1/4"-14 x
_ 3/4" HWH TRA)CX/I AT G"O.C.
r
i
I I
V2" - 20ga. METAL BRACING, 1 !
1 ATTACH EACH END TO 5TUD5 W/ -2" METAL BRACE AT 3'-0"
V2" METAL BRACE AT 3'-0" , ! (2) #10 5ELF DRILLING GRABBER ,` ABOVE FIN15HED FLOOR,
ABOVE FIN15MED FLOOR. i 5CREW5, (1) INTO EACH FLANGE ATTACH TO EACH 5TUD
ATTACH TO EACH 5TUD [NOTE THAT TH15 BRACING 15 I W/(2) #10 5ELF DRILLING
W/ (2) #10 5ELF DRI LUNG REQUIRED ON 51DE WALL5 A5 WELL 1 GRABBER 5CREW5, (1)
GRABBER 5CREW51 (1) I i INTO EACH FLANGE
INTO EACH FLANGE (BOTH 51DE5 OF EACH CORNER)]
I
71
Y
5EE 51.2 FOR 5KID AND FLOOR VARIE5, G'-0" to 13'-8"
VARIE5, G'-O" to 13'-8" FRAMING
10
10 End Wall framing Option End Wall Framinq Option
SCALE: I/4"= 1'-08 WALL OPENING FOR 51DE WALLS ARE 5CALE: 1/4"=I'-0"
TO BE FRAMED SIMILAR TO THOSE
SHOWN HERE FOR ENDWAUS '® 1nfbrrna ion
`��� .7oBu0Ota
2-1/2"x 1/2" CORRUGATED ROOF
- _ WEW
PANEL5 FA5TENED WITH 1/4"-14 x profm�g
CODE
3/4" HWH TRA)W I AT G"O.C. ilanaJ Service Industries
1748 33rd street
Orlando,Florida 32839 i
{ j Plan Reviewer.William S.Neary,It,
IcC#6185040
LA#000405
41-0" PL SMI-79,SMP-61
+{ I 8'-0" Max. 352' - 20ga. METAL BRACING, ' Max. -
ATTACH EACH END TO 5TUD5 W/ X 3%2" METAL BRACE AT 3'-0"
M%2' METAL BRACE AT 3'-O" (2)#10 5ELF DRILLING GRABBERABOVE FINISHED FLOOR, Haney Associates,Inc.
Certificate of Authorization
ABOVE FIN15HF-D FLOOR, 5CREW5, (1) INTO EACH FLANGE ATTACH TO EACH STUD
ATTACH TO EACH 5TUD 1 O [NOTE THAT THIS BRACING 15 o W/(2)#10 SELF DRdLUNG N°'27124 —
W/ (2) #10 5ELF DRILLING ! GRABBER 5CREW5, (1) -
GRABBER 5CREW5, (I) REQUIRED ON SIDE WALLS AS WELL
INTO EACH FLANGE (BOTH 51DE5 OF EACH CORNER)] INTO EACH FLANGE ```�� t R.
NOTE THAT TH15 BRACING ��G GqN
15 REQUIRED ON 51DE 0R �'� 73F •���
WALLS AS WELL(BOTH No. 6 558
SEE 51 .2 FOR 5KID AND FLOOR-----"e- " SIDES OF EACH CORNER) _ •' _'
VARIE5, G'-0" to 13'-8" FRAMING VARIE5, G--0to 13-8 -p
10
STATE O
End Wall Framinq Option :�-c�'• • ,� �,••:•�
End Wall Framing Option „_ , ; �' •.•�o�to . ����
SCALE: 1/4"=I'-0" 5CAIf: 1/4 —1 -O" �,�SS, • •••-' ��
dNALy�����
Project No. Sheet uB711Jer:
---— _ These plans were designed in accordance with: Sing a Wide Metal Master Plan i Designed By: 13EN224-
_ -=_ l���SInc. 2014 F8C 5th Edition O.1t.H. M165d175c
- - aney Ass® 2011 NEC L,�Pk u�l�er� S1 ou
Engineering & Construction Planning
2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date:
o
P.O.Box 348,SixNEe,S-C.29682-Phone:864.646-7600 For Wind 5peed 165 mph, Exposure 0 Vidalia, GA 30474 _ _LA a5/2a/13
y –_ __7 of 7 ____
4
TIE-DOWN NOTES: TABLE 2A — 165D/170C TABLE 2B — 140C
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. aa-� va_aa 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING
2. ALL MEASUREMENTS ARE CENTER-TO-CENTER.
MAXIMUM ANCHORSHED WIDTH MAXIMUM ANCHOR
3. TIE-DOWN STRAPS To BE 1-4" x 0.036" GALVANIZED STEEL, FEDERAL SHED WIDTH SPACING SPACING CODE INFORMATION
SPECIFICATIONS QQS-781-H, TYPE-1, FINISH-B, GRADE-1. TIE-DOWN ,aaw146�tdeen _Y,
STRAPS AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM TIE-DOWN STRAP 1 4x4 SYP #2 ON 9'WIDE OR LESS. UP TO 16'-0" 1o'-0" UP TO 16'-0" 10'-o" C0DE SON ?t1 NIA.NEPA 70
ULTIMATE CAPACITY (3,150 LB. x 1.5. (SEE NOTES) �2;Zx8 OR(1) 4x8 PT.SYP �2 SKIOS
4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY. MANuFAC1URER LAwc
5. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16• FROM END ALL ELSE(CAN BE SET ON GROUNDS 16'-1" TO 2O'-0" 8'-0" 16'-1" TO 24'-0 8'-0" AGEN
(4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,B,C DEPENDING TIE-DOWN STRAP BOLTED TO TYPE TYPE 1 TYPE 2
BUILDING TYPE F_
3 ANCHQR�� 1/2'GRADE 8 30'AUGER ANCHOR
ON SHED WIDTH, WIND SPEED, AND EXPOSURE ANCHORS NOT NEEDED 30'DRIVE ANCHOR "
ITOLT MIN t1M WmH WASHEIRs CONSTRUCVON TYPE we
ON ENDS. FOR Roar/coRAt F� soa/cwY TABLE 1/Q — 120C
6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON km
SHED WIDTH, WIND SPEED, AND EXPOSURE +/2'x3' (4�LD) CONCRETE " TABLE 2C — 120C ANCHORING TO CONCRETE FIr�PROTEcnoN
7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM WEDGE ANaIOR WITH u-c21aNNEL I'%�' a 1%-a IyPE 3 30" AUGER ANCHOR SPACING SHED WIDTH MUM ANCHOR �SUPP�ON N°
ANCHOR TO EDGE OF CONCRETE). (TYPE 3) '4 SPACING 0=PANCY BTORAOE
8. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF CM.) CONCRETE ANCHOR MAXIMUM ANCHOR
WITH EXPANSION BOLT SHED WIDTH SPACING ' " ALLOWABLE NUMBER OF Sf018Fs +
9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION 4°CONS 24-O 6'-0"
PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH tiAS1O WIND SPEED Vr 12046/IW/+�
ANCHOR TYPE TYPICAL ANCHOR TYPES UP TO 24'-0" 10'-0" 20'-0" 7-0" EXPOSURE C/o
ENCLOSURE OwLaw
16'-0" 7-6" INTERNAL PRESSURE COEFFICIENT +/-0.18
IMPORTANCE FACTOR 1.18
ROOF DEAD LOAD taTBF
TIE-DOWN STRAP BOLTED THRU 12'-0" 9'-6" ROOF'LIVE LOAD an Saab Paw Loan
-� SfftAP �THRU FLOOR JOIST IT�1 1/2'GRADE 8 (1)4x4 SYP#2 ON 8'WIDE OR LESS. (1)4x4 SYP$2 ON 8' WIDE OR LESS. FLOOR DEAD LOAD 1a3P
BOLT MINIMUM YIRH WASHERS (2)2x8 OR (1)4x8 P.T.SYP#2 SKIDS 2)2x8 OR (1)4x8 P.T.SYP #2 SOW 1 D'-p» 10•-6» FLOOR LIVE LOAD BOPSF
FLOOR JOIST n 1/2'GRADE 8 ALL ELSE(CAN BE SET ON GROUND). LL ELSE(CAN BE
ON (MOUND).
BOLT MINIMUM WITH WASHERS TIE-DOWN STRAP SECURED
TIE-DOWN STRAP Wrt�HB4OLTED TO TYPE WITH (8) 10Dx1.6'NAILS g'-p" 12'-0" *t'RATING OF WALLS.FLOOR, ROOF N/A
1/2 z3 (40O La) CONCRETE 3 BOLT MINIMUM TWIT WA51� MorxTLEs PER BUILDING +
WEDt�ANCHOR WITH WASHER 6'-O" 12'-0" CANE PROTECTION USAN No
B/9"x30•EARnH ANCHOR:JI(A
a a . +/2"x3"(400 LEI.)CONCRETE ilii AUGER STYLE FOR�8-/CLAY, HURRICANE SHELTER USAGE No
EDGE aHOR WmH U-CHANNELDRIVE STYLE FOR ROCK/CORAL . TABLE 1140C S°"T FO°TAm(TypE'.� _ a a aa•CONCRETE ANCHORING TO CONCRETE REVISIONS
4•CONCRETE L SUPPORT PAD(P.T.WOOD. MAXIMUM ANCHOR REV DESCRIPTON DATE
CONCRETE BLOCK OR PAD)SPACED SHED WIDTH SPACING
AT 8'-0•MAX.
24'-0" 4-0"
20'-0" 6-0"
TIE-DOWN STRAP BOLTED THRU 16'-0" 5'-6" Dradn Bw _
FLOOR JOIST WRFR 1/2' (1) 4x4 SYP#2 ON 8'WIDE OR LESS.
[(1, 4.4 SIP#2 ON 8'WIDE OR LESS BOLT MI U WTTFR (2)2x8 OR (1)4xS P.T. SYP#2 SKIDS 14'-p" 6',� Datm n
1/2•x3' (400 LB.)CONCRETE DU4RSOLE ABLE WOOD OR P.T.)
)aLLY AL a"G OR 19sgcAN BE SET P.T.
N GROUND ALL ELSE(CMl BE SET ON GROUND). $/11/15
WEDGE ANCHOR WITH 2•WASHERLv „ TIE-OOWN STRAP 12'-0" 7'"6"
(SEE NaTFs) 5/e•x 40'EARTH ANCHOR N A
WmH EYE HOLE:AUGER s1Y1F 10'-0" $'-6" LARK BUILDERS, INC.
,.
+/2°x3'(400 ta)CONCRETE ,, FOR solt/aAY, DRroE sTT'LE ,,.�,
WEDGE ANCHOR WITH 2'WASHER ,,Y�i FOR RDCK/CORAL e e . e $'-p"
. 4"CONCRETE ,
6'-()"
4'CONCRETE
a•CONCRETE
TABLE 1C-165D/175C
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUMANCHOR
SPACING
(1) 4x4 SYP$2 ON B' WIDE OR LESS TIE-DOWN STRAP 24'-0"
TIE-DOWN STRAP BOLTED TO (SEE NOTES) 1) 4x4 SYP Q2 ON 8' WIDE OR ESS..
TIE-GROUDOWN
STRAP BOLT TO (2) 2x8 OR (1) 4x8 P.T.SYP #2 SKIDS �2)2x8 OR (1)4x8 P.T.SYP Q2 SKIDS
2x4 SOLE PLATE(NATURALLY GRADE 8 BOLT AtiN11dUM WmR ALL ELSE(CAN BE SET ON cRauND} 20'-0" 4-0° p
t1 ELSE(CAN 8E SET ON GROUNDS
1/2"x8• (400 LB.) CONCRETE DURABLE WOOD OR P.T.) WASHERS,ALSO CONITNuous AND SOUND-WMM SRRAPi/BZL.TE� 6'-p" 5'-0° Z 'ys�r4
WEDGE ANCHOR WITH 2•WASHER " ATTACH ED TO GROUND ANatoR
4 ON OPPOSITE SIDE 8 BOLT VlNo WITH WASHERS 1j p;GRAM �sl
a .,.a ' _�.__� 5/8'x 30'EARTH ANCHOR+ ,,x, 5/8'x 3M EARTH ANCHOP.• .` 14'-0" 5'-6" � �`..•°
AUGER STYLE FOR SOVCLAY. I,�I AUGER STYLE MR SOIL/CLAY,
..< . DRIVE STYLE FOR ROCK/CORAL a e ._ a DWE STYLE FOR ROCK/CORAL a a. 12'-O" 7-0" i�, '° •, ,,Y
p �' S II P '. VJ
' .4 CONCRETE�FOUTN z N
e •4'CONCRETE '
N�SUPPORT PAD RPT.WOOD. of L _rs t [q j / o` f ,
I r c e nry -nire� i �J y
10'-0" t� 3 TAi e e s
tj
TIE—DOWN DETAILS 6'-0" 12'-0" _ ay, 'VAI1 �
Q
LLJMatthew T. Baldwin P.E.
In Florida License #WP8
Q Sheet- AP-1 OF 1