RC-19-2468Miami Shores Village
10050 NE 2 Ave
Miami Shores Fl. 33138
305-795-2204
Location Address
IrGr-j7Ann� i��
Issue Date: 01/03/2020
Parcel Number
685 NE 93RD ST, Miami Shores, FL 33138 1132060141750
Contacts
Permit No.: RC-10-19-2468
Permit Type: Building (Residential)
Work Classification: Shed
Permit status: Approved
Expiration: 07/01/2020
MARIBEL VALMOCINA Owner
685 NE 93 ST, MIAMI, FL 331382906
Other:3057587829
HOME OWNER Contractor
HOME OWNER
Re
Description: SHED INSTALLATION AND CONCRETE PAD 10*10 Valuation: $ 1,600.00 Requests:
305-76Ins ection ion Re
TotalSq Feet: 100.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.20
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.40
Permit Fee
$50.00
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9.00
Structural Review ($45)
$45.00
Technology Fee
$2.50
Total:
$197.10
Payments
Date Paid Amt Paid
Total Fees
$197.10
Credit Card
10/17/2019 $50.00
Credit Card
01/03/2020 $147.10
Amount Due:
$0.00
Building Department Copy
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
rdi'ating (�6nstr ction anq zoning. Futhermore, I authorize the above named contractor to do the work stated.
Authorized Signature: Owner / Applicant / Contractor / Agent Date
January 03, 2020 Page 2 of 2
�r\0
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC
Miami Shores VillageECEjX'E
D
Building Department OCT] 7 019
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 By:
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 d 4-I.1
FBC 20 ��
Master Permit No. J�C 10 - Iq -24 (O
Sub Permit No.
❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL
F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
/' Q �
CONTRACTOR DRAWINGS
JOB ADDRESS: CO C/ s �� ,
Citv- Miami Shnres County- Miami Dade Tin- .3.3
Folio/Parcel#:
Occupancy Type: Load: Construction Type:
0
OWNER: Name (Fee Simple Titleholder):
Is the Building Historically Designated: Yes NO N
Flood Zone: BFE: FFE:
"a Phone t , pll) it l� o�X
City: ��L\Cxm� State: 1-_ Zip:3�
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: 6C--' irUL Phone#:
Address:
City:
Qualifier Name: Phone#:
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer:
Zip:
Address: City: State
Value of Work for this Permit: $ �� .C� Square/Linear Footage of Work: _
Type of Work: ❑ Addition ❑ Alteration g New ❑ Repair/Replace /
Description of Work: JAw -j7-" .5z / /n j . /0 1 X / d r7-
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $_
(Revised02/24/2014)
Radon Fee $
_Train ing/Education Fee $
CCF $
DBPR $
Zip:
❑--7D�+emollitiop
/ Q �l
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ I
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature 1' layAx� 'C6��► �I Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
day of 20J by
AiZk bg C— 5h 4 is perso alb ly kno to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Print:
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of
as me or who has produced
20 by
who is personally known to
identification and who did take an oath.
NOTARY PUBLIC:
4y C0M�lri'•:
q s
It a1106 �!1 �GZ
m3ign:
94 •% �=Print:
Seal: 'rig'%.� `,' Seal:
as
APPROVED BY ` Plans Examiner (AI A0 ` Zoning
Structural Review Clerk
(Revised02/24/2014) ,
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756,8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: r��a \ \Vlo DATE: to 11
ADDRESS: 6AM Q� �P�A am. R A.V�N §" t�313$
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.5 489.103(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 W4
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. 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 and contracts.
Initial M
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 leashich 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 by law and by co ty or municipal ordinance.
Initial n
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. 1, 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 1 may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the
work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by
me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the
Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow
these may subject to serious financial risk.
Initial IVY
9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and
requirement that govern owner -builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations`. y�f
Initial *►�Y
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:/Iwww.mvfloridalicense.com/dbpr/pro/ciIb/index.htmI
Initial
11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
Initial 1"`r
12. !agree to notify Miami Shores viiiage immediately of any additions, deletions, or changes to any of the ipformation that I have provided on
this disclosure. `�` V'
Initial
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the
Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial
loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or
employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder
permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of
the contractor's workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local
permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property
owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued.
Was acknowledged before me this day of 0 l/� 20 C
BY�WZAAwho was pe �knowna or who has
Produced there License or
l\ ,\ 7�OWNER
N
as identificati
ARLEN/s���i��
+y COMhf//Ss ,s�
tigarchs �0 cG<`
0 �N , X, -
8,usines,rofessal
Ken Lawson, Secretary?^
August 22, 2016
Robert Moore
Lark Builders, Inc.
P.O.Drawer 629
Vidalia, GA 30475
RE: Manufacturer Certification, 1D MFr-114; Expiration Date'. August 22, 2019
Dear Robert Moore
rtA heanulocium Gutidiiti0 Program
1040 Nonh Mwvoe Slrcct
Store 90A
Tr9ahaswee, Florida 32mul 2
Phone 85o 497 1824, Fax. SSO414 9434
it Is my pleasure to inform you that Lark Bullders, Inc., located at 409 DIXON STREET, P 0
,RAWER 629, VIDALIA, GA 30475, has been approved under the Manufactured Buildings
Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Factory
quilt Schools, Storage Sheds, Manufactured Buildings for Installation In Florida.
C'crstruction or mooiflcation an a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency Is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status. you may expect and demand quality plans
review and inspections.
Each Code change will make your plans obsolete until they have been reviewed, approved and
ndicated Ion the cover page of the plans} for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are In compliance and are properly
:osted on our website, All site -related Installation issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year.
r^u must grant complete access to your manufacturing facility and records to remain In
compliance with the rules and regulations of this program,
rcur certification Is approved for three years from this date. You will receive a renewal notice by
Email generated by the BCIS (www florid abutldinci.oro) for onllne renewal, If you have questions
rcu may contact Robert Lorenzo at 850-717-1835 or our FAX at 850.414-8436.
Please visit our website at yyww flortdabulidino.oro to see valuable Information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
>ui ding permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc: Professional Service Industries
R1ck Scott, Govemor
30.
NORTH /
L
- P
30,
LOCATION MAP
Scale: 1" = 100'
17 I 16 I 15 14 I 13 ( 12 11
15' ALLEY
34.99'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
50.00'
Block
-65-
b
o�' 18
20 /
21
22
23
24
25
26 N
55.19'
5C
/ 50.00
S0.00'
S0.00'
50.170'
S0.00'
SO.fb'
50.CC
� M
L--•----------PJ E-----9-3fd----STREW-----
LEGAL DESCRIPTION:
FOLIO: 11-3206-014-1750
THE EAST 1 /2 OF LOT 19 AND ALL OF LOT 20, BLOCK 65, MIAMI SHORES SECTION NO.3,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, AT PAGE 37, OF THE PUBLIC
RECORDS, OF MIAMI-DADE COUNTY, FLORIDA.
PROPERTY ADDRESS:
685 N.E. 93rd STREET, MIAMI SHORES, FLORIDA 33138
FLOOD ZONE: 'X' COMMUNITY: 120652 PANEL: 0306
DATE OF FIRM: 09-11-2009 SUFFIX: L ELEVATION: N/A
GENERAL NOTES:
1) LEGAL DESCRIPTION PROVIDED BY OTHERS.
2) EXAMINATION OF THE ABSTRACT OF THE TITLE WILL HAVE TO BE MADE TO DETERMINE
RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY.
3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER
RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT,
4) UNDERGROUND PORTION OF FOOTING, FOUNDATIONS OR OTHER IMPROVEMENTS
WERE NOT LOCATED.
5) ONLY VISIBLE ON ABOVE GROUND ENCROACHMENTS LOCATED.
6) WALL TIES ARE THE FACE OF THE WALL.
7) FENCE OWNERSHIP NOT DETERMINED.
8) BEARINGS REFERENCED TO LINE NOTED AS B.R.
9) BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF
THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE
AND/OR NOT TO SCALE.
10) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED.
11) NOT VALID UNLESS SEALED WITH THE SIGNINGS SURVEYORS EMBOSSED SEAL.
12) DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN.
13) ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1929 UNLESS OTHERWISE NOTED.
14) THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED.
15) THIS BOUNDARY SURVEY HAS BEEN PREPARE FOR THE EXCLUSIVE USE OF THE ENTITIES
NAME HEREON. THE CERTIFICATIONS DO NOT EXTEND TO ANY UNNAMED PARTIES.
16) BENCHMARK No: N-603-R................. ELEVATION: 8.06 FEET
LOCATION: N.E. 96th STREET & N.E. 6th AVENUE
CERTIFICATION:
SURVEYOR'S CERTIFIC TION: I HEREBY CERTIFY
SURVEY" IS A TRUE At CORRECT REPRESENT
PREPARED PN ER NI DIRECTION. THIS CO"I 1
TECHNICAL AND DS, ASSET FOP.Tf�'BY T
OF PROFES' NAL IRVEYORS AND NIAPPE tJ
n
J 'E DE I tRS NT TO SE O
AD.lINI5T UA
"ItESPIN SAS (� Y !�!S.�fa
N T VALID W R OUT AN A ENTIC EL�r:TRON!C SIGNA
ELECTRONIC AL AND/ H!3MAP!SNOTVALIDWITF�
THE ORIGINAL ISED S OF A LICENSE. SURVEYOR Apt
rO)tIS "BOUNDARY
F SURVEY E O A SL R Y ALL BEARINGS AND DISTANCES SHOWN HEREON ARE
'1]/H THE MININIUM RECORD AND MEASURE UNLESS OTHERWISE NOTED.
OF FLORIDA BOARD
TER 5 1 - 7 ' I FLORIDA
I .(l�
(1-,,FL RIDAS ATLITES. MIGUEL ESPINOSA LAND SURVEYING INC.
PROFESSIONAL SURVEYOR AND MAPPER
7700 NORTH KEND ALL DRIVE. SUITE 306 MIAMI FLORIDA 33156
F THE FIRDI PHONE: (305) 262-2992 L.B. Nu. 6463
0
l -STATE OF FLORIDA
AND AUTHENTICATED BOUNDARY SURVEY
THE SIGNATURE AND
4PPER. Original Date: Field date: Revision Date: I Drawn by: Job No.
05/16/2013 05/15/2013 05/16/2013 1 R.U. S-12879
05/31/2018
CERTIFIED TO:
MARIBEL MALMOCINA
ABBREVIATIONS AND LEGEND
A/C
=DENOTES AIR CONDITIONING UNIT
CONC.
=DENOTES CONCRETE
(M)
=DENOTES MEASURE
(R)
=DENOTES RECORD
(C)
=DENOTES CALCULATED
R/W
=DENOTES RIGHT - OF- WAY
(z
=DENOTES CENTERUNE
U.E.
=DENOTES UTILITY EASEMENT
P.B.
=DENOTES PLAT BOOK
PG.
=DENOTES PAGE
❑Q
=DENOTES WATER METER
=DENOTES WOOD POWER POLE
=DENOTES WOOD FENCE
=DENOTES CHAIN LINK FENCE
—0
=DENOTES IRON FENCE
—OH—
=DENOTES OVERHEAD WIRES
(�
=DENOTES FOUND IRON PIPE (NO ID)
Q
=DENOTES FOUND NAIL AND DISC
o
�c
NORTH
L'
MAP OF SURVEY NO OBJECTION
�• Scale: 1" = 25'
009 �,� Florida Health Miami -Dade Cou
O.S.T,D.S. & Well Program
MIAMI SHORES SECTION N(Wl6tion No : ?�
P.B. 10 - PG. 37
Lot 17 -Block 65 Date: �►
L------=------------- — atI+re-�— —
15' II Ae
...................................................
........................... ...........
10' Asphalt : .......... ;:::':;::':'::' : '::::::::::' ::'::::':
.................................................................
9 W 7S.00 ----_
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o Found 1 /2'
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I No IdIron . * X$II rigl *� ' ' �_ 8'0' ,O. No Id.
I
I 12.0'
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25.00'
12.00'
' 8.50' :
14.3'
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CODEREWEW
Proresslonai Servk• lndustdos
1748 33rd Street
Orlando, Florida 32839
Pions Review. Richard Olds
roc Mm07E4o
FL •1SUP-45, SMI.78
LSUCCC XU02416
DoparOnent Manager. Vmtor C. Alaan
FL PE 062379. IA PE #42017
LSUCCC 9U02436
ROOF SHEATHING OPTIONS:
- BOX RIB ALUMINUM
- 29 GAUGE STEEL AG PANEL
- STANDING SEAM STEEL
- ASPHALT SHIGLES
PSI APPROVAL 2017-11-14
DESIGN PRESSURES
ROOF +41.7/-141.
WALLS/DOORS/WINDOWS +48.8/-43.9
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vi r ivlvnL_ I vi1L.I rT vt_ ImiAr T ROOF FRAMING PLAN FORCONTINUOUS LIII ( LOAD (PATH
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`� �� • •LICENSE • •. 0�oo�
LL.1 F`
LLJ
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x•. Ft0RIDN
p ••'• •.... • ' G' ��
Matthew T. Baldwin P.E.
O Florida License #64608
�stleec. FBPR-1 OF 7
•
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woo "frTlfuilrlOn
CODE REVIEW
Professional Sarvlce lr+dustrlss
1748 33rd Sir"t
Orlando, Florida 328"
Plans ReWsm Richard Olds
Icc %W7R4O
FL 4WAP.45, SIAI•T6
LSUCCC NUO2415
OaparhnerR Manager, VICIW C. Mann
FL PE Ra2379, LA PE.142017
LSUCCC 0U0243a
3.5-20C • „ ' ,,
LONG Al
DRILLING C
h
VARIES, 6'-0" TO 13'-8" 1
FRAME SECTION
PSI APPROVAL 2017-11-14
mRRIIGATFD ROOF PANELS
—14x.75" HWH
.5"-20GA METAL STUDS,
PACED AT 24" O.0 MAX.
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
3.5-20GA METAL STUDS
SPACED AT 16" O.0 MAX.
3.5" BRACE AT 3'-0"
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD W/(2) #10
SELF DRILLING GRABBER SCREWS,
(1) INTO EACH FLANGE
SHEATHING FASTENED W/
#80.5" GRABBER SCREW (OR
EQUAL) AT 6" O.C.
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TENS
PANHEAD SCREWS WITH #3 DRILL
POINT AT 6" O.C.
OVERHANG OPTION DETAIL
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 1O-16X1 TEKS
PANHEAD SCREWS WITH #3 DRILL
POINT AT 6" O.C.
SEE ROOF FRAMING I
SCHEDULE FOR RAFTER AND
BRACING SPACING
3.5-20GA METAL STUDS
SPACED AT 16" O.0 MAX.
OVERHANG OPTION DETAIL
,YPE
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1. FOUNDATIOf1 PUfB ARE Na PMTT OF T . PIAN m AND ARE
GGYEFINED 2. THB O� MOT F otm THE ENERCr CONUM'noN
SECTION or cow-
s. RMMI 7fE-naArtt DUALS FaR PROM NaTALMICIN
To CODE.
LLJ 4. ALL LREM�FOR Colt ) WU K (2 S.Y.P. VOEPT AS
lL S1'�RaCTIAr8 t1voH 400 sa FL ML IMYE WI a0' 494HA1H11 DOOR.
a 9U1TERs ro eE 9aGtAAD oN sTE x oRas T1tHa Horx
LLJ 7. =ALMWWM AND Doae To VW THE AMa1tu11 SPMnCATONS
As
PR a�"'M�cOOE
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DEsamroR NtwelkE
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EMSGVOFTHE 2014
ACCORW
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CD ° roHaa FEETR L93F TH 1°�AairtENofaRssoRTM� 400
Co
yfIT11 ONE- N10 1y FAlRL7�ARE NOR
SU83TL7 ro 1 DOOR Ho61E AVO 1I7DTH or THE
Of FBC 2014,
To. It ACCOM4IOE tM'D:T FLORIDA STATE STATUTE 653.e OK IA1471
LLJ THE Doom Cr
APPRa/AL a9FPMTAIEM ARL NOf SOT TD #W3j42
(n osru, PROOUG7 ArPRwAAa Ala Nor REOIARED FOR W71W^
V) 000113 OR OTHER
...........LIJ eq �i��
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STATE OF
V) '
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Ld i��S/ONAL
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LL Matthew T. Baldwin P.E.
O Florida License #64608
ry
C) Sheet: FBPR-2 OF 7
rL+r r,,fIW1iWl
.rn�nilrrol
. e.•4w.,M.4L�... Pn•r•
CODEREWEW
Professlonel Servfee Industries
1748 23rd Street
Orlando, Rorfda,12879
Plans Review: Richard olds
ICC 95101840
FL NSMP-46, SWIS
LSUCCC 0002416
Ospartmeet AMmagm Victor C. Marlin
FL PE 682379. LA PE 942017
LSUCCC PU02436
SECURED WITH
(2)H3 OR EQUAL
DOUBLE 3.5" 20GA.
/STEEL TOP PLATE
END WALL
PSI APPROVAL 2017-11-14
WALL SHEATHING OPTIONS:
— BOX RIB ALUMINUM
— TWIN RIB ALUMINUM
— DUTCH LAPSIDING ALUMINUM
— DUTCH LAPSIDING STEEL SIDING
— 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION)
— J" T-111 WOOD SIDING
— HARDIE PANEL STUCCO AND T-111 SIDING
— HARDIE BOARD SIDING
— POLYCARBONATE GREENHOUSE PANELS
ol
4x4 P.T. POSTlo
3.5" 20GA.
STEE
BRACE
V (2)
#10 SEL.T
TAPPINC
SCREWS
EACH
E
(1 INTO
EACH FLANGE)ol
/
r7
(2)MITEK OR ALPINE
.5" 20G
STEEL
I
3"x5" OR EQUAL
STUD
@16" C.1
MAX. IF
I
I I
I I
I I
I I
I I
E--4'&6' OPTIONAL PORCH
AAnv
STANDARD WALL DETAIL
3.5" 20GA. STEEL
TOP PLATE
`END WALL
3.5" 20GA. STEEL
/SOLE PLATE
/ FLOOR FRAMING
TYPE
�/ rk fa Jt ri
20M OR MM
7T�
• • r
004
• • 4
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4
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see • ••••
••••••
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ate• • ••e
LB—S-1-13E-2000 • • • •
w 1.-FO im pip Oi 11R5 MAIM SEr A140 JAE
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ar COOL
ckkn+OT coksERY�vok
1 RFTEfI TR-OaM( OETALS FOR PRn4'CR R45TkU71ak
REOIORC OM TO MY CD=
�.L.1 4. H [D FOR COlLS1RUCpOk 1'ML K /2 S.Y.P. OICEPT AS
A s1RUO ms am 400 90. FL ftL PAVE A4 a0. M11A W COON_
X a, GUUM 1O BE OW&U o Olt-SOE of OMM TKNU tWA
0 1 AS PIR QORA BGIDWG m UEEr
7RE M"M MWJ3 MT)M
Co IL OI AWMCR Nrd 5g1e4 F9C 1601.1.y s+ONAOE skin ARE HOT
me wslarr rr�•r Almm 4 . tllY • 1 � -
v. iAxoRavla 1pM1r sec MOCe I,1. MfJRD9WS T1uT ARE 400
w 501W1E fECr OR lE>6 /NAT ARE IkIEHU[D fOR USE IN
C07NIR4CI" *nW ONF- ANO FAMILY RIMOEM S ARE NOT
SUSI o74 O IM DOOR HOW AIA WIM REOUI AMM OF THE
FOC10, IN ACDamO" w814 RAMA STA7E STANI[ M 1a IA1fN
51awr.E RIALSIM Ako s10PACE s Rns aFJ1t N0 THE IHSIOku OF
APPROVAL. OF THE DEFAKNEW ARE NOT SUKIELY TD esaa.et2
`DD= OR 01TIM COUPOI(M NOT REOuwED FOR R1kD0113.
J `,X%%11 T 111/1/I
LW `����Ew......., .
0
i STATE OF i 4
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Matthew T. Baldwin P.E.
w
Florida Ucense J64608
ej d o
sheet: FBPR-3 OF 7
MIrlfbmfaflr#f
To11"mIoil
CODE REVIEW
Prafass(onal Servke Irldustr(os
1748 33rd Slreel
Orfandd, Ror(de 32839
Plane Re~ Kchard Olds
ICC #5107840
FL #SMP45, SMI.76
LSUCCC #M2416
Department Manager: V6or C. Martin
FL PE R62379, LA PE #42D17
LSUCCC 9U02435
3,5' MACE AT 3'-0"
AWYE FINISHED FLOOR.
ATTACH TO EACH STUD W/(2) #10
SELF DMWNO GRASBEH SCREWS,
(1) VTO EACH FLANGE
3,5' BRACE AT 3'-•0'
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD W/(2) JIG
SELF DRIWNG GRABSER SCREWS,
(1) INTO EACH FLANGE
ROOF PANELS FASTENED
MH
END WALL FRAMING OPTION
END WALL FRAMING OPTION
3.5'-200A METAL BRACING,
ATTACH EACH END TO STUDS W/ (2)
J10 SCREWS, (1) INTO EACH FLANGE
NOT , THIS SPACING IS RECURED ON sI0
WALLS (BOTH SIDES OF EACH CORNERI
ROOF PANELS FASTENED
HWH
.C.
3.5'-20GA METAL BRACING.
ATTACH EACH END TO STUDS W/ (2)
#10 SCREWS. (1) INTO EACH FLANGE
NOTE THIS BRACING IS REQUIRED ON SIDE
WALLS (80114 SIDES OF EACH CORNER)
PSI APPROVAL 2017-11-14
3.6• BRACE AT 3'-0'
MOVE FINISHED
ATTACH TO EACH STUD W/ 2FI.00R.
SELF DRILLING GRAB13ER ,
(1) INTO EACH FLANGE
3.5' BRACE AT 3'-0'
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD W/(2) #10
SELF DRIWNG GRABBER SCREWS.
(1) INTO EACH FLANGE
END WALL FRAMING OPTION
END WALL FRAMING OPTION
ROOF PANELS FASTENED
,.75' HWH
' O.C.
CODE
I cvanau I n a
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- O.1•
IMPORTANCE FACTOR
1.13
ROOF DEAD LOAD
low
ROOF LINE LOAD
20PSF' DR SOOib PRINT 1D/D
FLOOR DEADLOAD
tow
3,5'-20GA METAL SPICING,
ATTACH EACH END TO STUDS W/ (2)
%10 SCREWS, (1) INTO EACH FLANGE
FLOOR LINE LOAD
125PSF
NOTE THIS BRACING IS ON SIDE
'R' RACING OF WALLS, FLOOR. ROOF
WA
-REQUIRED
WALLS (BOTH SIDES OF EACH CDRNERI
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
M • •
HURRICANE SHELTER USAGE
tiO • • • • •
SOUARE FOOTACF
N•_m m I.FSS
ROOF PANELS FASTENED
1.75" HWH
D.C.
3.5'-20GA METAL BRACING.
ATTACH EACH END TO STUDS W/ (2)
#10 SCREWS. (1) INTO EACH FLANGEIR NOM THIS BRACNG IS REORED ON SIDE
WALLS (BOTH SIDES OF EACH CORNERI
REVISIONS • • • 0000
REV
DESCRIPTON• • • • • •
DATB
• 8*
I 1 • I ••1•••R
Drown or n� • • • •
Dale: 10716/17 • : • • • :
ale:
edal
LB-S-LBE-200D • • • •
T. Fe�1TWpa" ARE Not PAU OF TM WIN SET AND AK
w2. TNiS�SIADWO� TE>Q.HPr 71E EIMM CONSEM IM
sm OF,rim 000
Q 3' REOURIYf IM-DQ-
YEEFOETAFOR FROM 06P ATM
w 4.ALL LUVIIER FOR CORITIMCUM *EL BE /2 -Y.P., UCM AS
Qm
l CIlrm TO SE WALLED ON -SOT! BR ORERS TWNI LOC
0 7. AILA1611D011's AID ODORS to MEET TER: Udd1AQ sPEowrA )ONs
AS F'ER F 0ft MALOW CODE
r'Y� a.IN ACOaIOUNfY Wm+ FBC IMA 7. STMAOE SLEDS ARE N01
LL.1 CEMAP
31M FOe NU" NABUTGN `♦f M A FLOOR AWA OF LESS
rV UM AP 1(J mRKmm E 0mm WAd sm ws omm r THELY E22014
FIX-
9. M400
�� FE at LIMS�TW MI'dM USE R8uRma TM at
w CO M CWR Mn1 ONE- AND T*O- FAWLY Q RRSIO ARE 40T SUIUFL'T TO THE DOOR NOW MO *IM REOCF THE
FBC 2014.
10. 11 AtxDrmMu7: WD11 -oROA STATE -AM mllp 7)e, tA"
(n ssalucE f1lAlDONS MID 5MRADE WEDS REAAINO 1NE INSld01 Or
.� APPRDVAL OF THE OEPARWIDIT ARE WT SW W TO 15531I2
(DOOMS OROR GOER A�PMlR01H3 AK ROT RFOIAREO FOR WINMM
T.
LLJ
V)
0
.. STATE OF 44/
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rii>I�
Q
VattheW T. Baldwin P.E.
Q
Florida License #64608
z
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Sheet: FBPR-4 OF 7
�i Injumur�uat
`" Ti7fhriGlUn
CODE REVIEW
Professional Service Industries
1748 3" Street
Orlando, Florida 32839
Plana Review, Richard Dlda
ICC:W07340
FL RSMP45, SPA-76
LSUCCC tlU02416
Deparlm m Manger. victor C. Manrn
FL PE 082370. LA PE e42017
LSUCCC AX2436
SKID RUNNER SPACING*
UNDER 30' LENGTH
SHED WIDTH
A
8
6'-0"
15"
42"
8'-0"
18"
60"
10'-0"
18"
84"
11'—Orr
24"
84"
28"
84"
13'-0"
36"
84"
13'-8"
40"
84"
PSI APPROVAL 2017-11-14
WIDTH
JOI T IZ *
6'-01r
2"x4"
6'-i" TO 11'-8"
2"x6"
> 11'-8"
2"x8"
*NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE
STEEL CHANNELS. THE STEEL CHANNEL ACTUAL
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
ARE INTERCHANGEABLE.
*VALUES ARE FROM END OF JOIST *FLOOR SHEATHING SECURED WITH 2J'XO.113"
TO CENTERS OF SKIDS ONLY.
NAIL (OR EQUAL) 06"O.C. MAX
0'-0" MAX.
SCHEDULE FOR SIZES UFIIUNAL HUNUi
2 SKID FLOOR FRAMING PLAN
Im
•r ••$ 00
REVISIONS • • • 000011
V DESCRWTON• • • • • • I DATE.T.MY.11
•
a'"Rn � MIS • • • •
Me' 10115/ 17 • • •
Scale: RA • •
• • ••
a : LB—S—LBE-200D • • • •
. FOON TIO Pujm AR$ Nor PARr OF Tm PIAN so ANO ARE
2. TW EULpN6� � -4M OWRLRM-M
mct10N Or L'OOe.
3. R[fLt TO TIL—m OEg FOR ►ROPr71 OaTA xAmk
Q 4 L1E r" 4: � BE 12 4Y.P., Eam" AS
wrm
w 4 Gunn 1Dro44070 ��� �� or PAVE AR
Tm LCM
7 A11 WIH0o11S "oases ro kW M kN" SPEpFOWNS
4 IN
A +eMb.% STOWX SNmz AM NOT
X oESIGM FOR ill" NAER I 1rml A ndOR ARIA ar MSS
0 ULTTORr DEM 4 Ac7RE9SQUAR ME1stl1EriMaw cou"YOF 7NE `"2D
m 4 iN AaolmANa thm I = tON.I.r. 01111 P= 7TwT At 400
SauME nEF OR LESS Two AR90 T1e WrOMM FOR USE IN
RE Nor
5176EA:r TO 7HL HDGIR N• Y�ID'111Y RC2 Oi iHr
FOC 20I4.N AD
SI_ _
LLI IOOR/CE asLmNOS ANO SRIRACE SHEDS BME NO 9XINSONW"Or
APPPWAL Or THE OLPAMUOrr ARE NIM MXCT 70 103342
(Rom PRO=I
D0 OTF4'R cOUpRr{aSARE NUT REMARE0 FOR *VM9 i
L3J \� ..�1GENg�c
W
STATE OF
� ♦ .C� •'•. C O R 10
J/ �& /ANAL•
�rrrlrrtl��
MattheW T. BaldWin P.E.
o Florida License 464608
•
•
•
0
Sheet. FBPR-5 OF 7
cs lnfomrmidlr
��� rntLritalolr
CODE REVIEW
Pro/esslanar Service Industries
1746
33rd Street
Orlando, Florida 32839
Plans Ravlew. Rkhard ads
ICC a'5107840
FL NSMPd5. S141.76
LSUCCC 8U02416
0"PsAment Mampr. Victor C. Alamo
FL PE Y92379. IA PE 942017
LSUCCC VU02436
SKID RUNNER SPACING*
UNDER 30' LENGTH
SHED WIDTH
A
B
6'-0"
151,
42"
81-0"
181.
60"
101-011
1811
84"
11 ' -011
24"
84"
11'-811
28"
84"
36"
84"
13'-811
40"
84"
*VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
PSI APPROVAL 2017-11 —
WIQj
JOIST SI
6'-0"
2"x41i
6'-1" TO 11'-8"
2"x6"
11'-8"
211x8"
*NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE
STEEL CHANNELS. THE STEEL CHANNEL ACTUAL
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
ARE INTERCHANGEABLE.
*FLOOR SHEATHING SECURED WITH 2j"X0.113"
NAIL (OR EQUAL) @ 6"O.C. MAX
0'-0" MAX:
I,e�KID RUNNER SPACING*
30' LENGTH AND GREATER
SHED WIDTH
A
B
6'-0"
12"
24"
81-011
15"
32"
101-001
20"
40"
22"
4411
24"
46"
13'-011
26"
52"
131-81,
28"
56"
•VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
SCHEDULE FOR SIZES Ur I IUNAL eUKUH
2 & 3 SKID FLOOR FRAMING PLAN
CODE
TYPE
` - It, 6` P
,r
2WW
1WW
145PSr
I SaUARE FOOTAC£ 1 0 �CPFF OR Lm
REVISIONS • • • • • •
RFV I DFSCRIPTON • • • • • • I DA7 "7
•••••• 1 Ols—
on •• •
Orv1Yn Bye Wigs • • • •
OOte: 10/16/17 ' 0 • • • 0
Scale: • •
odsl :
LB—S—LBE-200D so:**
1. l BANS AREA. yn�Or10P1pR1tf, OF TR@ Ptm SET ANO am
2 THISIS BUEdr10 BxE> fA04 1fE Ei ma comsu VAmN
sEcr*m OF coot
w 3. RlFVI flE la DEcN3 FOR PRSPEN S A L AY10"
Reim on
TO �1fLET [bOE.
4. AL FOR Ca MRUCMN ftL YE I= SHIP.. DW7 AS
W 4 SIRUCRAts OVet 400 90. FL TIE1. WIVE AI e6' tIOaUUTA OOOIL
4 �" TO 8E R4STALliD ON•SOE W OTIDt4 7HRU ILOV.
7. � � M AND C� THE WtIII N SP W119001
x .1N ACCORDANCE Wma FBC lGo." 3ToRAOE VMS ARE NOT
O OE9CHFD FOR NUTANI NAMTATWI MIH A ROOK ARG aF V34
11��11AA1N� �720 SOt1WE 11*f ARE NOT RFOtAREO To =1 1iTiN THE
m PB ORF WM90RHE DOM WALE SfANWM of THE 2014
rN� 4 SMA ORFEE7 LEiESS T4R AKI�MLNm ro Ii T INS
L.I� TM DOOR HZIQR /A ftgT Nccaa NIE NOT
A'a WDTH aoudtcxrtn OF THE
Q 10. IN P=01104NM VM ROM SFAT STATUTE 553JO(1)d, LA"
STOdAaE HunuNrs Arab sTORACE alms e[Aallo 711E INSOM or
APPsa/A. OF THE OEPARItR]R ARE NOT 9UNECT TO {553J42
r rV ( oAPP00VALS Ni NOF RMRE0 FOR WINDUM
E ., q
t J �•••LICENSE
LLJ ` Q ;'
7
Cn �•: STATE OF (V
J '
''••••.......... •.• 'G
Ld
ry Matthew T. Baldwin P.E.
ol Florida License 464608
••
a•
•
0
LU
Sheet. FB PR-6 OF 7
- a.ca InfilmwriwF
aysa moll[&Ion
• CODE RE1/IEW
Pfofesslond Service Industries
1748 33,dStreet
Orlando, Ftorlda 32839
Plena Review: Richard Olm
Mc NS107840
FL aSMP-46, SMI-78
LSUCCC dU02416
OepadmeN Manager: Victor C. Mann
FL PE #82379. LA PE d42017
LSLICCC RU02436
ELECTRICAL
SYMBOL KEY
RECEPTACLE
240
240V
RECEPTACLE
SINGLE POLE
SWITCH
R
THREE WAY
SWITCH
CEILING MOUNT
LIGHT FIXTURE
-0
WALL MOUNT
LIGHT FIXTURE
U
FLUORESCENT
LIGHT FIXTURE
ElJUNCTION
BOX
PS1 APPROVAL 2017-11-14
1. ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION.
2. FIXTURE LOCATION AND TYPE MAY VARY
3. PLASTIC OR METAL "NEW WORK" OUTLET BOXES
4.20A GFCI OUTLETS
5. ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES.
6. ALL SWITCHES TO 8E AT 48"-52" A.F.G.
7. FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
8. ALL OUTLETS TO BE GFCI
9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER C
DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL
WINDOW HEIGHT, LOCATION
AND QUANTITY MAY VARY
AND ARE OPTIONAL
Ix
i
/ 3 6" METALS S
SPACED AT 2 "
ff O.C. MA
&o
it
00
I
\
SEE VARIOUS END WALL SEE V RIOUS END WALL
o
FRAMING SECTIONS FOR FRA NG SECTIONS FOR
WALL AND DOOR FRAMING WALL AND DOOR FRAMING
Vi
I
I R
I j
WP
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE `
Vn'—n" I,AAXIUIIkA RiIIInimr. IFNGT
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY
TYPE
0
EOWIDSm
+/- 0.15
1.15
lam
20►3F OR 30010 Pair LOAD
IDPSF
126PSF
)VA
1
IW
NO
T19 SIRFL OR LESS • • e
••••
•••••
"ry'I" W �T8• • • • •
aatr. 10/16/17 • • •
Bale: • • •
Map w •
pode ' LS—S—LBE-20001 ' • : • s
W
Q.
FOUPUM ARE IM PART OF 75RS KM SET MO AM UNN A
1RJNOIN6 IS Pr F li[ ENERCf CDI 'AL01)
LLJ
2.710E
SEMN OF f:000
x RFOR PROPER 06fAATRN
Rff�L-uES
X
4. i FOR C011MICTN WILL tE 12 W.P. EXCEPT A9
Hmm-
m
m
s auto f To aE�oat&M Wit-sii rn �amits Tl nl��x�.ua0�
7, 1 M V THE WMIIUH SKOFICAT00
LL
0.!N ACLVR6ANK WRFI iS feW.17, SIOREGE S1[OS AK WT
OFSIR7lp FOR NUHAIi H4tMrA10N lflrtl A BOOR AATA OF U3S
W
7Ii1N 72G SOlW1E iFiT ArY ry0T 11EOWREO 10 C011KY WO}I 111E
YAIAgOfLY y9pWW1E Mn tIJPlCf STIJIOARD9 OF WE 2014
0
'
F.iN ACCORMNCE *Mf /RC tOOR.I.I. 8MI= TH+T AM 400
SWARE FEET OR LESS IWW ARE W11111Ra FOR UUSECN
^
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APPAOYEL OF THE oFrARruElr HS NOT SuefreT 10 }aa3J/2
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Matthew T. Baldwin F.E.
U
Florida License #64608
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Sheet FBPR-7 OF 7
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:e.
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2" GRADE 6
BOLT MIN UM
WRH WASHERS
1/WEDGE (AIHORB))W(RCONCRETE HWASHER
EXISTING 4' CONCRETE
TIE -DOWN STRAP
(SEE NOTES)
TIE -DOWN STRAP BOLTED TO TYPE
3 ANCHOR WVnITH 1 GRADE 5
BOLT MI fH WASHERS
2"x3" 400 LS.) CONCRETE
WEO1ANCH WITH U-CHANNEL
(TYPE 3)
(1) 4x4 SYP /2 ON 8' WIDE OR LESS.
(2) 2.6 OR (1) 4x6 P.T. SYP 02 SKIDS
ALL ELSE(CAN DE SET ON GROUND).
TYPE 1
3DRIVE
ANCHOR
D
• • .
°° - TYPE 3
CONCREF
ANCHOR
EXISTING 4" CONCRETE
WITH EXPAN
BOLT
r1T i
TYPE 2A
30" AUGER
FOR SOIANCL/CLAY ` 1
TABLE 2A — 165D/170C
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"
5'-1" TO 20'—O"
W-0"
16'-1" TO 24'-0"
a.—O"
0'-1" TO 24'--- 0'
6'-0"
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WWRITHH 1/2- GRADE 5
1 4.4 SYP #2 ON B' WIDE OR LESS.
( )
OR 4x6 P.T. SYP 02 SKIDS
1/2'x3- (4,000 LB.) CONCRETE
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD DR P.T.)
BOLT MINI►tu1A WIH WASHERS
(NUT & BOLT OR LAG BOLT)
(2) 226 (1)
ALL ELSE(GAN BE SET ON GROUND).
TIE -DOWN STRAP SECURED
WEDGE ANCHOR WITH 2' WASHER
4"
TIE -DOWN STRAP BOLTED TO TYPE
WITH (8) 106x1.3' NAaS—
_
"--"------_--�
3 ANCHOR WITH 1/2" GRADE 8
GR+DE
i_d S__
BOLT MINIMUM WITH WASHERS
5/5' x 30' EARTH ANCHOR:
1/2'x3' (4,000 LB.) CONCRETE
I..,:
AUGER STYLE FOR SOIL/CLAY.-
EXISTING 4" CONCRETE
WEDGE ANCHOR WFH U-CHANNEL
DRIVE STYLE FOR ROCK/CORAL
(TYPE 3) d .
. -
• • A
EXISTING 4" CONCRETE
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2" GRADE S.
1/215" (4,000 L&) CONCRETE
2x4 SOLE PLATE (NATURALLY
DURABLE WOOD OR PUR
(1) 4x4 SYP /2 ON e' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP /2 SKIDS
BOLT MINIMUM WITH WASHERS
(NUT & BOLT OR 24'LAG BOLT)
WEDGE ANCHOR WITH 2' WASHER
4"
ALL ELSE(CAN BE SET ON GROUND).
TIE -DOWN STRAP OR 3/18-
i
Al...,• -' _ ___c-_-_-_
GALVANIZED STEEL CABLE
(SEE NOTES)
8/6' x 30' EARTH ANCHOR
WITH EYE HOLE: AUGER STYLE
+ a OPTIONAL RE6NFORCED
1/2-x3- (4,000 LB.) CONCRETE
A„I
FOR SOIL/CLAY. DRIVE STYLE
FOR ROCK/CORAL
••. CONCRETE FOUNDATKIN
WEDGE ANCHOR WITH 2' WASHER---,
EXISTING 4" CONCRETE
2' WIDE 11 GAGE STEEL 'L'
BRACKET TIE -DOWN STRAP
BOLTED THRU FLOOR JOIST
(I) 4.4 SYP #2 ON 8' WIDE OR LESS.
(1) 4x4 SYP /2 ON 8' WIDE OR LESS.
TIE -DOWN STRAP
(SEE NOTES)
WRH 1/2" GRADE 5 BOLT
(2) 2x6 OR (1) 4x8 P.T. SYP #2 SKIDS
TIE -DOWN STRAP BOLTED TO
(2) 2x6 OR (1) 4x6 P.F. SVP /2 SIDS
MINIMUM WITH WASHERS
All ELSE(CAN BE SET ON GROUND),
GROUND ANCHOR WITH 1/2-
GRADE 8 BOLT MINIMUM wTrH
ALL ELSE(CAN BE SET ON GROUND).
(NUT & BOLT OR 21-AC BOLT)
WASHERS, ALSO CONTINUOUS AND
TIE -DOWN STRAP BOLTED TO
ATTACHED TO GROUND ANCHOR
GROUND ANCHOR WITH 1/2- GRADE'
ON OPPOSITE SIOE
5 BOLT MINIMUM WITH WASHERS
1/2'x3- (4,000 LB.) CONCRETE
,I
5/8" x 30' EARTH ANCHOR:
H. I
6/8' x 30' EARTH ANCHOR:
WEDGE ANCHOR WITH 2- WASHER
I '.I
AUGER STYLE FOR SOIL/CLAY.
1,•I
AUGER STYLE FOR SOIL/CLAY,
• , ,
DRIVE STYLE FOR ROCK/CORAL
, •
OUSTING 4" CONCRETE OR SUPPORT
DRryE STILE FOR ROCK/CORAL
EXISTING 4' CONCRETE
PAD (P.T. WOOD. CONCRETE BLOCK OR
PAD) SPACED AT 8'-0' MAX.
TIE —DOWN
DETAILS
TABLE 2C — 12C
TYPE 2B
30" AUGER ANCHOR SPAC
�iINOHA GI R
SHED WIDTH
MAXIMUM ANC
SPACING
FOR SOIL/CLAY
rvpcc
UP TO 24'-0"
10'-0"
4x4 SYP #2 ON 8' WIDE OR LESS.
2x8 OR (1) 4x8 P.T, SYP /2 SKIDS
ELSE(CAN BE SET ON GROUND).
i ORAOF
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-O" MAX.
(1) 4x4 SYP /2 ON S' WIDE OR LESS.
(ALL2x6 OR ELSE(CANIBE SET ON GROUTD}.KIDS
I
EXISTING 4" CONCRETE OR OPTIONAL
SUPPORT PAL) (P.T. WOOD. CONCRETE
BLOCK OR PAD) SPACED AT 8'-0- MAX.
(1) 4x4 SYP /2 ON 6' WADE OR LESS.
(ALL ELSE(CAN BE SET ON GRO4xG P.T. SYP UND). la
♦ .
GOADP
OPTIONAL SUPPORT PAD (P.T. WOOD.
CONCRETE BLOCX OR PAD) SPACED
AT W-0' UAx.
TABLE 1 A — 120C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
6-0"
20.-0.,
7•-0"
16'-0"
7'-6"
10'-0"
6'-0"
12'-0"
FABLE 1 B — 1,
ANCHORING TO CONCi
SHED WIDTH
MAXIMUM A
SPACIN
24'-0"
4'-0"
20'-0"
5-0"
16'-0"
5'•-6"
14'-0"
61-0"
12'-0"
7'-6"
t0'-0"
8'-6'•
8'-0"
12'-0"
6'-0"
FABLE 1C-165D/1
SHED WIDTH
24'-0"
20'-0"
16'-0"
14,-0"
12'-0"
10'-0"
8' -0"
6' -0"
ANCHOR SPACING IS DESIGNED AS PER ASC£-7.
ALL MEASUREMENTS ARE CENTER —TO —CENTER.
TIE —DOWN STRAPS TO BE MINIMUM 1-4" x 0.036" GALVANIZED STEEL. FEDERAL SPECIFICATIONS OOS-781—H. TYPE-1, FINISH—B, GRADE-1. TIE —DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3.160 LB. x 1.5).
ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPACITY.
EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,13,C DEPENDING ON SHED WIDTH, WIND SPEED. AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS.
CONCRETE ANCHORS TO BE SPACED AS PER TABLE IA,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE.
CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).
MINIMUM SOIL BEARING CAPACITY IS 2.000 PSF (TYP.)
EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE.
0. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODELKOTICBI, OTIC82 OR EQUIVALENT)
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8'xl6') MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
CODE VERSION
2p1! NYE. ifiC 201 "/IqA 1e
MANUFACTURER
LARK BUKDERS
BULDING TYPE
noMLIL ENE
CONSTRUCTION TYPE
V-S
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWAELE Numm OF STORIES
I
BASIC WINO SPEED
V+ 120/143/183/1T3mph
EXPOSURE
C/o
ENCLOSURE
ENCUmm
INTERNAL PRESSURE COEFFlCENT
+/- 0.18
IMPORTANCE FACTOR
1.13
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
20PSF OR M06 POINT LOAD
FLOOR DEAD LOAD
1OP3F
FLOOR LIVE LOAD
BOPSF
'R' RATING OF WALLS, FLOOR. ROOF
N/A —r
MODULES PER BUILDING
I • • • • •
HURRICANE PROTECTION USAGE •
•
410ego
HURRICANE SHELTER USAGE
No • •
SOUARE FOOTAGE
1 3T. OR
REMS139•
REV
DESCRIPT • • •
TE
48Y
I
Amm 1YPE 2B FJRIN ANCHOR. AOOii**gpLT OR.
IOJIK/ O
2
ADDED t BRACKET SETUP. ASS CA%VW9 • •
2QVjj
3
mm 3/1•' OALwo m CABLE • •
e/16/18
IJI•
4
Am NODE I1 ON STACKING 8LOCXS
4/30//8
TAR
0lu17 - • ••
4/3/16 ••i•••
MUM ANCHOR
PRINTED COPIES OF THIS
SPACING
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE SHA
AUTHENTICATION CODE MUST
BE VERIFIED ON ANY
5'-0"
ELECTRONIC COPIES
5'-6"
O
'% ^ANTE :A/\
W
Matthew T. Baldwin P.E.
�Florida
License 64608
Sheet- AP-1 OF 1
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