RC-15-2117 m�
_. � v r
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Miami Shores Village - perms' "j ':ReS140 I rbiristructioln
p .m 10050 N.E.2nd Avenue NW
Miami Shores,FL 33138-0000 er
Phone: (305)795-2204 Perm#'Status:APPROVED
FtORtOp'
issue Date:914/2015 Expiration: 03/02/2016
Project Address Parcel Number Applicant
320 NW 112 Terrace 1121360010250
Miami Shores, FL 33168-3300 Block Lot: ANTONIO&CARIDAD LUGO
Owner Information Address Phone Cell
LANTONIO&CARIDAD LUGO 320 NW 112 Terrace (305)506-5932
MIAMI SHORES FL 33168-
320 NW 112 Terrace
MIAMI SHORES FL 33168-
Contractor(s) Phone Cell Phone Valuation: $ 2,100.00
HOME OWNER
Total Sq Feet: 108
Approved:In Review Available Inspections:
Comments: Inspection Type:
Date Approved::In Review Slab
Date Denied: Final
Type of Construction:PUTTING A SHED IN BACK YARD 8 Occupancy:Single Family Review Planning
Stories: Exterior: Review Planning
Front Setback: Rear Setback: Review Building
Left Setback: Right Setback: Review Building
Bedrooms: Bathrooms: Review Structural
Plans Submitted:Yes Certificate Status: Review Structural
Certificate Date: Additional Info:PUTTING A SHED IN BACK YARD 8
Bond Return: Classification:Residential
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80
DBPR Fee Invoice# RC-8-15-56782
$2.00 09/04/2015 Cash $ 181.80 $50.00
DCA Fee $2.00
Education Surcharge $0.60 08/20/2015 Cash $50.00 $0.00
Permit Fee $100.00
Plan Review Fee(Engineer) $120.00
Scanning Fee $3.00
Technology Fee $2.40
Total: $231.80
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and z ing. Futherm I authorize the above-named contractor to do the work stated.
September 04, 2015
Authorized Signature:Ow / Applicant / Contractor / Agent Date
Building Department Copy
September 04,2015 1
Miami Shores Village RRC FIVE
9
DI
Building Department Auu GAO
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 LB :-17:
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949 5-4q
FBC 20 'f
BUILDING Master Permit No.,c
PERMIT APPLICATION Sub Permit No.
9 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS CHANGE OF CANCELLATION SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: �,q O /i�I,t" !� / ,/
City iami Shor— es) County Miami Dade Zip: 33 �6®
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
e&- / �` T
OWNER:Name(Fee Simple Titleholder): I't"tP��► �U!r4 'n Phone#: .3���5��'"����
Address: 320 k) W f 1 t 4-'e{T
City: Pri,tq Ylj' 5)jo reS State: / Zip: 33/Ap' s
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: h q tne dLVJ e r— Phone#: -sam
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:$ , l Square/Linear Footage of Work: I n�)j
Type of Work: ❑ Addition ❑ Alteration / New F-1 Repair/Replace ❑+Demolition
'
Description of Work: 15"h Ply
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature 6-&� ��o Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
c day of i���� ,20 t S by day of 20 by
kt,EM ,d C) (-060 who is personally known to ,who is personally known to
me or who has produced f l_-DZL\J'1W— e- UQ5E N` s me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign Sign:
Print: Print:
Seal: ,40141% Notary Public State of Florida Seal:
Sindia Alvarez
My Commission FF 138730
ortt Expires 09/03/2018
APPROVED BY Plans Examiner C Zoning
Structural Review Clerk
(Revised02/24/2014)
l
`yhs Miami Shores Village
Building Department
"" U"'� 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
A'�RiDp' Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: 4 /11 d DATE: '-.2 10 ' /S
ADDRESS: 3
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,FS 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 yourselfwithin 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 an 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. 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.
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 P t
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 outbuildin .I may also build or improve
a commercial building if the costs do not exceed$75,000.The building or residence must be for y 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 presumthat I built or substantially
improved it for sale or lease,which 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 county or
municipal ordinance.
Initial
1
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.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 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 regulations.
Initial
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the
United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the
Florida Construction Industry Licensing Board at 850.487.1395 or htto://www.myfo6dalicense.com/dbpr/oro/cilbriindex.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 the proposed construction activity at the following address:
Initial_
12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I
have provided on this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a
license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to
assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to
understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may
be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for
verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage.
Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and
returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the
notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when
the permit is issued.
Was acknowledged before me this a day of l C��l , 20 �E
BYPUM1 0tO L1K,0 who was personally known to me or who has
Produced there License oras identification.
OWNER m9n
te �I+�HNa g{g6750
-- � !VIII!11111 hill 1lII!Illi!Il1111ilII!IN III!
Return to: CFN 2 :.115RO448468
OR 8Y. 29694 Pss 1314-1317 (09s)
Real Title Insurance Agency RECORDED 07/13/2015 13:57:03
17100 Collins Ave., Suite#224 DEED DOC TAX $2066.80
HARVEY RUVINt CLERK OF COURT
Sunny Isles Beach, Florida 33160 MIAMI-DADE COUNTYY FLORIDA
Instrument Prepared By:
CHRISTOPHER P. KELLEY,Esquire
11098 Biscayne Boulevard, Suite 205
Miami,Florida 33161
Folio No. 11-2136-001-0250
WARRANTY DEED
THIS INDENTURE, Made this 3 61 day of �,�� , 2015, Between MICHELE
KHALEEL, a married woman, GRANTOR, and ANTONIO LUGO and CARIDAD LUGO,
husband and wife, whose post office address is 320 NW 112t` Terrace, Miami Shores FL 33168,
GRANTEES,
WITNESSETH,That said GRANTOR, for and in consideration ofthe sum of Ten and 00/100
Dollars, and other good and valuable considerations to said GRANTOR in hand paid by said
GRANTEES,the receipt whereof is hereby acknowledged,has granted,bargained and sold to the said
GRANTEES,and GRANTEES'heirs and assigns forever,the following described land,situate,lying
and being in Miami-Dade County, Florida to-wit:
Lot 9, Block 2, NEW MIAMI SHORES ESTATES, according to the plat
thereof as recorded in Plat Book 51, Page 80, of the Public Records of
Miami-Dade County, Florida
SUBJECT TO: Applicable zoning and/or restrictions and prohibitions imposed by
governmental authority; Conditions,Restrictions limitations,reservations, easements,
and other matters appearing on records, if any; Utility easements of it cord, taxes for
the year 2015 and subsequent years.
Warranty Deed
Khaleel s/t Lugo
Page 2 of 2
and said GRANTOR does hereby fully warrant the title to said land,and will defend the same against
the lawful claims of all persons whomsoever.
THE ABOVE PROPERTY DOES NOT CONSTITUTE THE HOMESTEAD OF GRANTOR,NOR
HER IMMEDIATE FAMILY,NOR IS IT CONTIGUOUS THERETO. THE ADDRESS OF THE
SAID GRANTOR IS SET OUT BELOW, UNDER HER SIGNATURE.
IN WITNESS WHEREOF, GRANTOR has hereunto set GRANTOR'S hand and seal the day
and year first above written.
Si sealed, and delivered in our presence:
�ku,
q1ss signa MICHELE KHALEEL
9944 Equus Circle
Prin Boynton Beach, FL 33472
oo
00,
*t�ss signatureRLR R 7�T
CIMIST-OP
Print
STATE OF FLORIDA )
COUNTY OF MIAMI-DADE )
I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State
aforesaid and in the County aforesaid to take acknowledgments, personal l appeared MICHELE
KHALEEL,who produced 4j, as identification,and who executed the
foregoing instrument and acknowledged before me that she executed the same.
Witness my hand and official seal in the County and.State last afor said this day of
2015.
NO Y PUBL , State of FfbRlbA at Large
My commission expires:
rid
a
MIAMI SHORES VILLAGE
Building Department
10050 NE 2 Ave, Miami Shores FI, 33138
Tel: 305-795-2204- Fax: 305-756-8972
Permit No. REOC-6-15-1549
Certificate of Re-Occupancy
Address: 320 NW 112 Terrace
City: Miami Shores
State: FL
Zip: 33168-3300
This certificate verifies that the reference property has been inspected by Miami Shores
Village and has been determined to presently comply with schedule of regulations of
Miami Shores Land and Development Code pertaining solely to the requirement that each
one-family dwelling is used and intended to be used for a one-family dwelling purpose
only; however, this certificate does not constitute any representation or warranty as to the
condition of the dwelling or other structures on the premises described herein, or any
aspect of such condition, and interested persons are advised and encouraged to make
their own inspections of the premises in order to determine the condition thereof.
Buil ng Approval:
� J
RA L%whCh"50169 PR9W
BU
e.
Pro=.
ro1{f 1�Soait:856.IS?:tk�aeci6
January 28,2014
Robert Moore
Lark Builders,Inc.
P.O.Drawer 629
vidaita,GA 30475
RE:Manufacturer Certification,ID MFT 114;Expiration Elate:October 21,2016
Dear Robert Moore
It Is my pleasure to infarm You that Lark Builders,Inc-,located at 409 DIXON STREET,P O
DRAWER 629,VIDALIA,GA 30475,i>as been approved andel the Manufactured Buildings Ping
as provided for under Chapter 553,Part I, Florida Statutes,to manufacture Factory Built SchoDls,
storage Sheds,Manufactured Buildings for installation in Florida.
Construction or modification on a manufacbx-ed 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=tractor for the Department and has statutory authority and responsibilities that
must be met to maintain approved status.You may expect and demand qu3W pians review and
inspections.
Each Code change will make your plans obsolete until they have been reviewed,approved and
indicated[on the cover page of the pians]for compliance with the Code by your'lbk'd Party Agency
for plans review.Please ensure that your plans are in compliance and are property pasted on our
website.All site-mated installation issues are subject to the local authority having jurisdiction. ,
The Departments contractor will make unannounced monitoring visits at least once each Year, You
must grant complete access to your manuring facility and records to remain in compliance with
tate rules and regulations of this program.
Your certification is approved for three Years from this date.You will receive a renewal notice by
Email generated by the BCIS for online renewal.If you have questi0ins
you may contact Robert Lorenzo at 850-717-1835 or our FAX at SSOt414-8436.
P1ease vim our website at�t]oridabuiidina.ora to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sinnccelrellyy,
- -'
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service industries
I VI s'11 7 IA!' !inL U 1 - -!JV'LJ
-175C " Metal_ L Box E Shed Master Plan _---Approval Stamps:--
GENERAL NOTES: Lark Builders DESIGN PARAMETERS: (111P-GABLE ROOF) =
ELECTRICAL NOTES: Approval Stamps:
I . WHEN AIR CONDITIONING IS INSTALLED IN THIS 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 LIGHT FIXTURES.
3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WIND W HEIGHT, LOCATION 32" MIN., GO" WIDTH
DOTRIBUTION PANEL. AND UANTITY MAY VARY 24" BY G'-8" HEIG DOOR,
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE ND ARE OPTIONAL. 5' MAX. L MAXL LOCATION Y VARY.
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 �- -- —
INSULATED BUSHINGS. _
G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL 31/2" AL STUDS
ELECTRICAL CODE (NEC), LIFE SAFETY CODE (NFPA 10 1), LATEST S ACED AT 24"
EDITIONS. 09 O.C. MAX.
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCE55113LE cn �' P.T. 3/4" T4G
- DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH o SEE VAR(NfO
ND FLOOR SHEATHING –
WITH A MARKED "OFF" POSITION THAT 15 PART OF THE HVAC y WALL FRASEE VARIOUS END WALL
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS �? - FRAMING SECTIONS FOR
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY SECTIONWALL WALL AND DOOR FRAMING.
A READILY ACCESSIBLE CIRCUIT BREAKER. AND WINDOW FRAMING.
8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING w
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS j —
13EING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BY A LOCAL
ELECTRICAL CONSULTANT. �� Informatkon
9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING "�'� .TnBc�ilclOn
(INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, •1_'$R` $ •r.�+EW
GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, - CODE a4EalIEW
SUBJECT TO LOCAL JURISDICTION APPROVAL. Professional Service Industries
1748 33rd Street
10. ALL WIRES TO SWITCHES AND OUTLETS TO BE #12 AWG THHN AND OPTIONAL ELECTRIC TOP 32" MIN., GO" MAX. WIDTH Orlando,Florida 32839
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA EACH UNIT FIELD BY G'-8" HEIGHT DOOR, Plan Reviewer:William E.Neary,Ili
70, NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY. ICC#6185040
1 1 . ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH EXISTING POWER LA#uo0406
FL sMias,SMP-61
ARTICLE 1210.5(A)(2) NEC-08. SOURCE TO UNIT
50'-0" AXIM BUILDING LENGTH -- ---------
Electrical Symbol Key Haney Associates,Inc.
Certificate of Authorization
NOTE No.27124
fl GFCI DUpI@X Receptacle 120V 1 •ALL ELECTRICAL EQUI MENT SHOWN IS 0 IONAL AN LOCATIONS MAY VARY.
Incandescent Light w/ (1)-60w Bulb R.
Typical
'`''�•,
—�- : — AGK
T ical Floor n �g� Q.•••. ••4, ,
_ EN
J Junction Box SCALE: I/4"= 1'-0" ' i 0Q os /�F •:��;
---- ---- — --- - — - V _*: No. 64558 ,
$ _ Switch
WP Weatherproof ;p STATE OF
$R Switch w/ Receptacle Outlet 120v 10 ;c�S'• ••oR�
These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: Project No. Sheet Number:
- 2014 FBC, 5th Edition O.R.H. 13EN224-
Inc. 2011 NEC Lark Builders M165d175c
Haney Associates,
Engineering 8z Construction Planning Sii
�tu2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: s
y
r.o.Box aas,Six �,s.c.zsesz-rnone:e6a-bas-�6ao For Wind Speed 165 mph, Exposure 0 Vidalia, GA 30474 C.L.A. 05/20/13
2of7
I 'J1 I- 1 \11-/ JTls iv 11J-VJ%.J-4m1J
Approval Stamps:
SKID LAYOUT AND FLOOR FRAMING SCHEDULE see SCHEDULE FOR J015T SIZE --- -
125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid)
---
Width; --
_ Joist Size&Spacing I A B Width: Joist Size&spacing A B „A„ °B° "A01 "
6'-0” i 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" O.C., Max. 16" ' 32" j
10'-0" 2x6's @ 16" O.C., Max. j 24" j 72" 10'-0" � 2x6's @ 16" O.C., Max. 20" j 40" SEE SCHEDULE FOR J015T SIZE
11'-0" 2x6's @ 16" O.C., Max. 24111 84" 111-0" i 2x6's @ 16" O.C., Max. 22" 44"
11'-8" 2x6's @ 16" O.C., Max 28" 184" 11'-8" I 2x6's @ 16" O.C., Max, 24" 46"
13'-0" ! Ws @ 16" O.C., Max. ? 36" 84" 13'-0" ' 2x8's @ 16" O.C., Max. 1 26" _52' "A" °B" °B° °A" 01
13'-811i; 2x8's @ 16" O.C., Max. 40" 84" 13'-8" W's @ 16" O.C., Max. 12811
NOTES:
•FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS ASSET FORTH
UNDER F5C 2304.9. 1 AND TABLE 2304.9.1 UNLESS OTHERW15E SPECIFIED. -
•ALL SKIDS ARE P.T.-4xG 5.Y.P. #2 OR(2)-P.T.-2xG S.Y.P. #2
•G-O" WIDE UNITS MAY USE 2x4 S.Y.P. #3 JOISTS
•ALL JOISTS ARE TO BE P.T.-5.Y.P. #2
P.T. 51DE RAIL TO MATCHP.T. 51DE RAIL TO MATCH
JOIST SIZE, SEE FRAMING J015T SIZE, SEE FRAMING
SCHEDULE FOR SIZES. SCHEDULE FOR SIZES.
Q Q �;m Information
oBuild On
•CVMLMV
•
CODE REVIEW
Professional Service Industries
ca 1748 33rd Street
SEE SCHEDULE FOR J015T SIZE Orlando,Florida 32839
Plan Reviewer:William E.Neary,III
SEE SCHEDULE FOR J015T 51ZE ICC#5185040
co LA#UO0406
FL SMI-79,SMP-51
I • m Haney Associates,Inc.
Certificate of Authorization
No.27124
R. yq�,��
3 P.T.-4xG 5.Y.P. #2 or 4'-0" or G'-O" 3 P.T.-4xG 5.Y.P. #2 or 4'-0" or G'-O" .•'�,aS�c'•..���
I . (2)-P.T.-2xG S.Y.P. #2 SKIDS I . (2)-P.T.-2xG S.Y.P. #2 SKIDS �Crtlona—i0 . :70*No. 64558
Optional Porch Porch
50'-0" MAXIMUM BUILDING LENGTH 50'-0" MAXIMUM BUILDING LENGTH
STATE F .. .
• �� '
�F•''•'c[OR%VP'-*���
Typical 2 CAid Floor IFrOaming Plan Typical 3 CArd floor(Foaming Plan '0'%ss10NAL1
These plans were designed in accordance with; Single Wide Metal Master Plan Designed By: Project No. Sheet Number:
-- 2014 FBC, 5th Edition 13EN224-
-= Haney Associates, Inc. 2011 NEC Lark Builders O.R.H. M165d175c
-=_ - Engineering& Construction Planning 2014 Florida Fire Prevention Code S1w2
P.O.Boz 348,Si:Mile,S.C.29682-P6one:864-646-7600 409 Dixon Street Checked By: Date:
For Wind Speed 165 mph, Exposure 0 Vidalia, GA 30474 C.L.A. 05/20/13 3 of 7
f •.J I i'\f- 1 I N,-J •d i1 1 V I •J'V U—C—.,J
---Approval Stamps:
�" - 20ga. METAL WALL STUDS ---- ------._---_--
5EE PLAN VIEW FOR SPACING
SKIDS MAY BE P.T.-4xG 5.Y.P.
SEE FRAMING SCHEDULE a. MTAL
FOR JOIST SIZE #2 OR(2)-P.T.-2xG S.Y.P. #2 CONT NOgU5 W1 5/1 G"Ox4E LAG5
_ ATTACH EACH STUD TO SOLE AT I G" O.C., Max.
PLATE WITH (2) #10 SELF P . 3/4"T*G FLOOR
• DRILLING GRABBER 5CREW5 SHEATHING
• (1) INTO EACH FLANGE.
5ENCO K28 (OR EQUAL) OTCH 5KID5 112'x IY2"
NAIL5 AT 12" O.C., ROWS FOR EACH FLOOR J015T
5HALL BE 1 .5" FROM EDGE,
STAGGER ROW5 G" FOR
(2)-P.T.-5.Y.P.-2xG'5 5KID5, 2x BLOCKING BETWEEN
START PATTERN WITHIN G" 5KID5, FASTEN TO END
OF EACH END OF SKID 2x4 BLOCKING BETWEEN _J015_T W/(3)-0. 120"x3"
5KID5, FA5TEN W/ NAILS AT 12" O.G. EACH
(2)-0. 120"x3" NAIL5 AT 5fDE, STAGGERED. --
12" O.C., STAGGERED.
I 5KID$FLOOP,FRAMING DETAIL 2 END J015T FRAMING DETAIL
' I , SCALE:3/4•=1'-O' I . SCALE: I.5°=I'-O'
I
jj�,,r® h:fo►»union
li"�� XoBuild 0n
SKIDS MAY BE P.T.-4xG S.Y.P. .r.
#2 OR(2)-P.T.-2xG S.Y.P. #2
CODE REVIEW
e e Professional Service Industries
° 9748 33rd Street
e e Orlando,Florida 32839
12" LAP SPLICE FASTENED Plan Reviewer:William E.Neary,III
W/ (Q-5/1 G"x4" LAG5 ICC#5185040
P.T.-4xG 5.Y.P. (OUTER FACE), (3)-5/1 G"x4" LA#
#2 5KID5 LAGS (INNER FACE), (9) LAG FL SMI-79,LA
sMP_st_
ATTACH J015T TO SKID WITH SCREWS TOTAL.
5/1 G"x4" LAG SCREW OR(2) Haney Associates,Inc.
51MP5ON H-3 (OR EQUAL) AT Certificate of Authorization
EACH END OF JOIST, SEE No.27124
3"xG" 5PLICE PLATE ON 3 of __—______ _
FRAMING SCHEDULE FOR 51ZE. 4 51DE5 OF JOINT, FA5TEN
(2)-P.T.-2xG EACH PLATE W/(5)-5ENCO `�
NOTE: ATTACH END JOISTS TO SKID WITH (2)-5/1 G"x4" 5.Y.P. #2 5KID5 K28 (OR EQUAL) NAIL5 ``���G1fC R H,9'���
LAG 5CREW5 [OR(4)-0. 13 1 x4" GUN NAIL51 AND A EACH SIDE. �Q�•.�-�Cr�E�jvyS'�'c•. ��
51MP50N H-3 [OR EQUAL] AT EACH END OF JOIST. O;' c> /3 •••'•
6 558
TYPICAL SKID TO
3 J015T CONNECTION DETAIL 4 TYPICAL SKID 5PLICING DETAIL STATE F `
I . SCALE:3/4"= ��,(�'•
P
i �••, 'c4ORID
!///IZONAI-
ttf111111
These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: Project No. Sheet Number:
2014 F8C,Halley Associates, Inc. 2011 NEC �tti Edition 13EN217 -
Lark Builders °R"' M165d175c
- Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street he ked B Date: S13
P.O.Box 349,six Mile,s.c.29682-Paeoe:864-M6-7600 For Wind Speed 165 mph, Exposure D c C.L.A. y 0 Date:3
Vidalia, GA 30474 4 of 7
Approval Stamps_:
ROOF FRAMING SCHEDULE
SCHEDULE AND ROOF FRAMING NOTES: ------`---
Wall Framing at 24" o.c., Max. .ROOF FRAMING 5HALL BE SPACED TO LINE UP DIRECTLY OVER THE WALL 5TUD5 FOR PROPER LOAD TRAN5FER AND STRAPPING.
•ROOF DRAINAGE 5HALL COMPLY WITH F.B.C. 2010 1 503 AND R3 18.G
Width; Rafter and Brace Size and Spacing: •FA5TENER5 WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL STRUCTURAL COMPONENTS A5 SET FORTH UNDER FBC 2304.9. 1
AND TABLE 2304.9.1 UNLE55 OTHERWISE 5PECIFIED.
- — -- •RIDGE MAY RUN IN THE SHORT DIRECTION "TURNAROUND" OR"VAULTED" STYLE WITH A MAXIMUM GABLE END OF 30-0"AND 51DE
6'-0" ASIS SSMA—S 35OS162-54 @ 24" O.C. Max. WALLS THAT VARY G'-0"TO 13'-8" OR THE LONG DIRECTION "STANDARD" WITH GABLE ENDS THAT VARY G'-O"TO 13'-8" WITH A
8'-0" ASIS SSMA S 350S162-54 @ 24" O.C. Max. MAXIMUM 51DE WALL LENGTH OF 50'-0".
•ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-1 Gx I TEK5 PANHEAD 5CREW5 WITH #3 DRILL POINT
10'-0" ASIS SSMA S 35OS162-54 @ 24" O.C. Max. AT G" O.C.
11'-0" ; ASIS SSMA—S 350S162-54 @ 24" O.C. Max.
11'-8" ASIS SSMA_S 35OS162-54 @ 24" O.C. Max. j
13'-0" ASIS SSMA—S 350S162-54 @ 24" O.C. Max.
13'-8" ; ASIS SSMA S 350S162-54 @ 24" O.C. Max.
11
-----
I �
— — —-- —
- -- -- ADS'.Tr,aduild orn
ProfessionalODE R +er�e Industries
1748 33rd Street
Orlando,Florida 32839
_� Standard Ridge Plan Reviewer:William E.Neary,III
IL 4#0004os�
Q �4 C20g SPACED AT 24 O CN MAX.BRACING, " FL SMI-79,SMP-51
� c
W LINE UP RAFTERS TO LAND ON WALL _
5TUD5 FOR LOAD TRAN51FER. BRACING
TO MATCH RAFTER 51ZE AND GRADE, Haney Associates,Inc.
SPACED AT 24" O.C., Max., A MINIMUM j Certificate of Authorization
`4 __� __�._ _ OF 4 5ECTION5 OF BRACING ARE No.27124
REQUIRED FOR ANY 5PAN5 ABOVE I I'-8" R.-
- � _ ``�ttt111IIrr L
CEN
J.
50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX. FOR VAULTED ROOF OQ`.•'•�.���/� •'•
No. 64558
. STATE O
Typical Roof Framing Plan �O*•,
SCALE: 114"= 1'-0" '. • :c4 O R 10?1-'*
/ONAL
'''Itllli►00``
These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: Project No. Sheet Number:
- Haney Associates Inc. 2014 FBC, 51h Edition O.R.H. 13EN224-
--'= 2011 NEC Lark Builders M165d175c
-_- _-- Engineering & Construction Planning 2014 Florida Fire Prevention Code
P.O.sox 348,six;Otte,S.C.29682-Phone:864-646-7600 409 Dixon Street Checked By: Date: SlA
For Wind Speed 165 mph, Exposure D GA 30474 C.L.A. 05/20/13
Vidalia, 5 of 7
I `-.al t11 I 1 \'..1 V r�.I— ._'J I •J'V1J"e.J
Approval Stamps:
__ ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-1 Gx I TEKS
PANHEAD 5CREW5 WITH #3
DRILL POINT AT G" O.C.
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SIZES AND SPACING
2 112"x 1/2"CORRUGATED
ROOF PANELS FASTENED LONG, Aa. METAL COLLAR TIE, 4'-0" -V2"-20cja. METAL STUDS
WITH 1/4"-14 x 3/4" HWH LONG, ATTACH W/ (2) #I 0 SELF SPACED AT 24" O.C. MAX.
DRILLING GRABBER SCREWS EACH SIDE
TRAXX/I AT G" O.C.
SEE ROOF FRAMING3V2"-20ga. METAL 5TUD5 - I - OVERHANG OPTION DETAIL
' SCHEDULE FOR RAFTERS SPACED AT 24"O.C. MAX. I . SCALE:3/4"=I1-o•
s
I j
ra 3yz"-20ga. METAL BRACE AT
Z O 5EE ROOF FRAMING 3'-O"ABOVE FINISHED FLOOR,
p SCHEDULE FOR FASTENING ATTACH TO EACH STUD W/ (2)
N REQUIREMENTS #10 SELF DRILLING GRABBER
SCREWS, (1) INTO EACH FLANGE1 Infornu►tion
ToBuildOn
O 5EE 51 .2 FOR SKIDATTACH ROOF FRAMING TO �• •
�—2 1/2 x I/2" CORRUGATED TOP PLATE OF WALL FRAMING
AND FLOOR FRAMING CODE f2EVlEW
PANELS (FASTENED W/#8 x WITH BUILDEX 10-1 Gx I TEK5 Professional Service Industries
91-Z L 1 lye" WOOD SCREW AT G" PANHEAD SCREWS WITH #3 1748 33rd Street
O.C. (OR EQUAL) - - DRILL POINT AT G" O.C. Orlando,Florida 32839
Plan Reviewer:William E.Neary,III
_
------ ICC#5185040
VARIES, G'-0" to 13'-8" - - _ _= ___ LA#uo0406
40 op
FL SMI-79,SMP 51
Typical Frame Section
SEE ROOF FRAMING Haney Associates,Inc.
SCALE: 1/4"= P-O" SCHEDULE FOR RAFTER AND CertificateNo.2Authorization
BRACING 51ZE5 AND SPACING
7124
--- - ```tttwt►rtrr
3X2"-20ga. METAL 5TUD5 �C' • ' " • •'9
• SPACED AT 24" O.C. MAX. OQQ ••\_'`�C� /s�F•'��.L
*. No 64558
2 OVERHANG OPTION DETAIL :• STATE OF
I . SCALE:3/4•=P-O° '•
,F•' :cORV
� Dp:•'
ZONAL t\\\0
`'��I►iiit�`
These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: Project No. Sheet Number:
-_ == 2014 F8C, 51h Edition O.R.H. 13EN224-
_ -- - Haney Associates, Inc. 2011 NEC Lark Builders M165d175c
Engineering & Construction Planning S1n5
2014 Florida Fire Prevention Code 409 Dixon Street Checked B Date:
P.O.Boa 348,Sia Me,S.C.29682-Phone:864-646-7600 y
For Wind Speed 165 mph, Exposure D Vidalia, GA 30474 C.L.A. 05/20/13 6 of 7
I V9 s--1(- 1 I OV 'l rib �U I •J-eIU`�J
Approval Stamps:
2-112"x 1/2" CORRUGATED ROOF
PANELS FASTENED WITH 1/4"-14 x
3/4" HWH TRAXX/I AT G" O.C. ---
aV2" - 20ga. METAL BRACING,
ATTACH EACH END TO STUDS W/ i
31/2" METAL BRACE AT 3'-0" (2) #10 SELF DRILLING GRABBER 312" METAL BRACE AT 3'-0"
ABOVE FINISHED FLOOR, � SCREWS I INTO EACH FLANGE
t ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD ' OW ATTACH TO EACH STUD
W/ (2) #10 SELF DRILLING [NOTE THAT THI5 BRACING 15 I W/(2) #10 SELF DRILLING
REQUIRED ON 51DE WALLS A5 WELL GRABBER 5CREW5, (1)
GRABBER SCREWS,
INTO EACH FLANGGEE I (BOTH SIDES OF EACH CORNER)] L -11L
INTO EACH FLANGE
5EE 51 .2 FOR SKID AND FLOOR
VARIES, G'-O" to 13'-8" FRAMING VARIES, 0-0" to 13'-8"
10
End Wall Framing Option End Wall Framing Option
SCALE: 1/4"= I'-O° WALL OPENING FOR 51DE WALLS ARE SCALE: 1/4"= 1'-0"
TO BE FRAMED 51MILAR TO TH05E
SHOWN HERE FOR ENDWALL5
in
fornuition
2-1/2"x 1/2" CORRUGATED ROOF Tyr Orz
PANELS FASTENED WITH 1/4"-14 x CODE REVIEW
"
3/4HWH TRAM AT G" O.C.
- Professional Service Industries
1748 33rd Street
I Orlando,Florida 32839
Plan Reviewer.William E.Neary,111
1 ICC#6186040
41-011LA#000406
8'-O" Max. 31/2" - 20ga. METAL BRACING, Max. FL SMI-79,SMP 61 -
3%2' METAL BRACE AT 3'-O" I ATTACH EACH END TO STUDS W/
4 (2) #10 SELF DRILLING GRABBER " M2" METAL BRACE AT 3'-0"
ABOVE FINISHED FLOOR, j SCREWS, (I) INTO EACH FLANGE ABOVE FINISHED FLOOR, Haney Associates,Inc.
ATTACH TO EACH STUD p ATTACH TO EACH STUD Certificate of Authorization
W/ (2) #10 SELF DRILLING [NOTE THAT THI5 BRACING 15 W/(2) #10 SELF DRILLING iNo.27124
GRABBER SCREWS, (1) REQUIRED ON 51DE WALL5 A5 WELL `
GRABBER SCREWS, (I)
INTO EACH FLANGE (BOTH 51DE5 OF EACH CORNER)] INTO EACH FLANGE
R.
NOTE THAT THI5 BRACING
It
0 15 REQUIRED ON SIDE
WALL5 AS WELL(BOTH No. 64558
SEE 51 .2 FOR SKID AND FLOOR SIDES OF EACH CORNER)
VARIES, G'-O" to 13'-8" FRAMING VARIES, G'-0" to 13'-8" _*� ;• •* _�
10
End Wall Framing Option End Wall Framing Option ;p: STATE 0
SCALE: 1/4"= 1'-0" 5CALE: 1/4"= I'-O" �
% S `
�' . ORIQ '
'�.`sZONAL �..
These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: Project No. Sheet Number:
• 2014 FBC, 5th Edition Lark Builders O.R.H. M 65d175c
Haney Associates, Inc. 2011 NEC S1v6
Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street
P.O.Box 348,Six Aide,S.C.29682-Phone:864-646.7600 For Wind Speed 165 mph, Exposure D Checked By: Date:
P P P Vidalia, GA 30474 C.L.A. 05/20/13
7of7
CONTINOUS T 51MPO5N 5PH4(OR
ANCHORING SCHEDULE Sin le Wide ANCHORING SCHEDULE (SI le Wide OFF015TF SIDE OF EQUAL)@ 16°O.C.AND
Building Building Max.Block Opt, Opt. Opt. Opt, Building Building Max.Block Opt. Opt. Opt Opt• toga.x 1-1/4'UPUFT BUILDING OVER (1) 1/2'x4'ASTM A307 51MP05N 5PH4(OR
l3knks Blocks SKIDS AND ATTACH C r
Width Length Spacing 1 2 3 4 Width Length Spacing 1 2 3 4 STRAP,RUN OVER 70 OPPOSITE GRADE A(MIN.)LAG BOLT j�` EQUAL)@ i G'O.C. AND
6'-0" 6'-0" 7'-6" 4 2 2 2 2 13'-0" 14'-0" 6'-6" 9 3 5 8 7 SKIDS CONTINUOS THRU BASE PLATE DBI, 6 (I) I/2°x4°ASTM A307 DBI. 2xG
ANCHOR HEAD
6'-0" 8'-0" 7'-6" 4 2 2 3 3 13'-0" 16'-0" 6'-6" 9 4 6 9 8 To ANCHOR AT i`. (( �
OPPOSITE SIDE AT i[ATTACHMENT.
BLOCKING GRADE A(MIN.)LAG BOLT BLOCKING
6'-0" 10'-0" 7'-6" 4 2 2 3 3 ITT 18'-0" 6'-6" 10 4 6 10 9 BUILDING. 5/8°DIA.THRU BOLT
REQUIRED FOR THRU BASE PLATE REQUIRED FOR
THRU BOLT // THRU BOLT
WITH Z°WASHER. �� { ° �'t
6'-0" 12'-0" 7'-6" 4 2 2 4 3 ITT 20'-On 61-6" 12 4 7 11 10 ,` 5/8 DIA.THRU BOLT q� ATTACHMENT.
ASTM A307 GRADE AWITH 2'WASHER, � -
8'-0" 8'-0" 7-6" 4 2 2 4 3 13'-0" 22'-0" 6`-fi° 12 4 7 12 10 (MIN.)GALVANIZED OR " ' '
n . n , n , a r " . n I= I I I�� t I —,I—) I,-I I I EQUIVALENT A5TM A307 GRADE A n+ r —
8-0 10-0 7-6 4 2 3 4 4 13-0 24-0 6-6 15 5 8 13 11 I '(If 1 III--(I _ (MIN.)GALVANIZED —
8'-0" 12'-0" 7'-6" 6 2 3 5 4 13'-0" 26'-0" 61-6" 16 5 8 13 12 1 �= OR EQUIVALENT `
4'x8°x I G° ivy:,
8-0" 14'-0" 7-6" 6 3 1 3 5 5 13'-0 28'-0" 6'-6" 17 5 9 14 13 JJE 111E=J CONCRETE BLOCK 5/8°DIAM..X 48° r % '
\ LOCK %\�,/ J •i' % /�!/�
8'-0" 16' 7'-6" 6 3 -0"4 6 5 13'-0" 30' W-6" 18 6 10 15 13 —I I III GROUND
-0" ANCHOR °
10'-0° 10'-0" 7-0" 4 2 3 5 5 13'-0" 3Z-0" 6'-6" 19 6 10 16 14 I pIAM..X 48° (MODEL#59065)1 �—I WITH SINGLE G°HEUX
i ° GROUND ANCHOR
— , 1 18 s i J
10'-0" 12'-0" 7-0" 6 2 4 6 5 13'-0" 34'-0" 6'-6" 2Q 6 11 17 15 _ \J. WITH SINGLE G'HEUX
_ -�I I- 1 1 1 GROUND ANCHOR �,:% , f\ >�
10'-0" 14'-0" 7'-0" 6 3 4 6 6 13'-0" 36'-0" 6'-6" 21 7 11 18 16 1= —� WPI SINGLE G°HELIX (MODEL,959065)
10'-0" 16'-0" 7'-0" 6 3 5 7 6 13'-0" 38'-0" 61-W 22 7 12 19 17 —1 (MODEL ff59065)
10'0 20'0 7'-0" 8 4 5 8 8 ITT 40'-0" 6=6" 24 7 12 20 17 Anchor Attachment Option #( Anchor AttachmentOption #2 Anchor Attachment Option #2
10'-0" 24'-0" 7'0 10 4 6 10 9 ITT 42'-0" 6'-6" 24 8 13 20 18
10'-01 26'-0" 7'-0" 10 5 7 10 9 131-0" 44'0 6'-6" 24 8 13 21 19 2x4 STUDS,SEE PLANS
10'-0" 30'-0" 7'-0" 12 5 7 12 10 ITT 461-0" 6'-6" 25 8 14 22 20 51MP50N 5PH4(OR EQUAL) 3/1 6°GALVANIZED CABLE 71E DOWN
FOR 5PAGtNG ENGINEERING PART#5155G(OR EQUIVALENT). ai
11'-0" 12'-0" 61-6" 6 3 4 6 6 ITT 48'-0" 6'-6" 26 9 14 23 20 16"O.C.AND U2°DIAM.ASTM TIGHTEN TO 500 L85 OF TENSION
ASG(MIN.)ANCHOR BOLT
1 TO 14'-0- 6'-6" 6 3 4 7 6 13'-0" 50'-0" V-6" 27 9 15 24 21 2x4 P.T.BOTTOM PLATE-
5 f t,
WITH A 5.5°MINIMUM
11'-0" 16'0 61-6" 6 3 5 8 7 13'-8" 14'-0" 6-6" 12 3 5 9 6 EMBEDMENT ANDA 3°MIN. MINUTE MAN MMA-18 OR EQUAL W15/8"
11'-0" 18'-0" 6'-6a 8 3 5 8 8 131-8" 161-0" 6'-6" 12 4 6 9 8 EDGE DISTANCE.SPACE 3000 F51(MIN.)CONCRETE SIL A MINIMUMONT1TEN
OR -1/2'FROM
SLAB ED 3".
_ INSTALL A MINIMUM OF 6-I/2°FROM SLAB EDGE. ur
ANCHORS A7 36°O.C.(MAX.) gLgB
11'-0" 20'-0" 6'-6" 8 4 6 9 8 13'-8" 18'-0" 6'-6" 14 4 7 10 9 c
�r11,
I TO 22'-0" 6'-6- 10 4 6 10 9 13'-8" 2010 V-S" 16 4 7 11 10 4 'a 3000 P51(MIN.)CONCRETE SLAB - -_
ITT 24'-0" 6-6" 10 4 7 11 10 13'-8" 22'-0" 6'-6" 20 5 8 12 11 �- "- �, MINIMUM SLAB THICKNESS OF 4-1/2' = -
11'-0" 26'-0" 6'-6" 12 5 7 11 10 13'-8" 24'-0" 6'-6" 20 5 8 13 12 I I I� I •• . -
��.—I I!�I l lI _ � I.
11'-0" 28'-0' 6'-6" 12 5 8 12 11 13'-8" 28'-0" 6'-8" 24 5 9 14 13 t G°SECTION OF STUD BLOCKING IN51DE <� °o' :. •,' "
—1 I I—�I I—I i I I f, WALL TRACK SAME GA.AS WALL STUDS.
11'-0- 30'-0" 6'-6a 12 5 8 13 11 131-8" 281-W 61-W 24 6 9 15 13 s1—I i °
—�--"' I — � t4}-//12x314 SCREWS IN EACH FLANGE,
11'-0" 32'-0" 6'-6" 14 5 9 14 12 13'-8" 30'-0" 6=6" 24 6 10 16 14 2. AT EACH ANCHOR LOCATION OR USE A
11'-0" 34'-0" 6'-6" 14 6 9 14 13 13'-8" 32'-0" 610 28 6 11 17 15 51MP5ON BP5 1/270'OR EQUAL
1110 361-0' 6'-6" 14 6 10 15 13 131-8- 3,VO W-6" 28 7 11 18 16 Anchor Attachment Option #3 Anchor Attachment Option #4
11'-0" 3810 6'-6" 16 6 10 16 14 13'-8" 36'-0' TO 28 7 12 19 17
11'-0" 40'0 6'-6" 16 7 10 17 15 13'-8' 38'0 B'-6- 32 7 12 20 17
11'-8a 12'-0° 6'-6" 6 3 4 7 6 13'-8° 40'-0" 6'-6" 32 8 13 21 18 0
14'-0° 6'-61 6 3 5 7 7 13'-8" 42'-0- V-6- 32 8 13 21 19 METAL STUD
16'-0" 61-6" 6 3 5 8 7 131-8" 44'-0' 61-8" 32 8 14 22 20 WALL TRACK
11'-8" 1W-O" 6'-6" B 4 6 9 8 131-8" 46'-0" 6'-6" 36 9 15 23 21
11'-8" 20'-0" 6'-6" 8 4 6 10 9 13'-8' 48'-0" 6'-6" 36 9 15 24 22 Wall Track Blocking Required for
11-8 22-0 8-6" 10 4 7 11 9 13-8 50-0 6-6 36 9 16 25 22 GENERAL NOTES Anchoring of Flaorless Metal Buildings
" , n . . a . a , n
11'-81 24'0 6'-6" 10 4 7 11 10 1. DE51GN FOR MIN 3,000 P51 CONCRETE
11'-8" 26'-O" 6'-6" 12 5 8 12 11 2. ALL HELIX ANCHOR5 MUST MEET THE MINIMUM WORKING LOAD OF 3150 ibs.AND AN ULTIMATE LOAD OF 4725 It*.
11'-6" 28'-0" 6'-6" 12 5 8 13 113. ANCHORS MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS.ANY BENDING OR DAMAGE CAUSED UPON
DE51GN PARAMETERS INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED.
11'-8" 30'-0" 6'-6- 12 5 9 14 12 4. CONTRACTOR SHALL VI51T THE 51TE AND THOROUGHLY FAMILIARIZE THEM5ELF WITH EX15TING CONDITIONS.CONTRACTOR 15 i
11'-8" 32'-0" 6'-6" 14 5 9 14 13 I• WIND DESIGN PER A5CE 7-10 RESPONSIBLE FOR MEETING 501L CLASSIFICATION FOR SIZING HELICAL ANCHORS PER MANUFACTURER5 REQUIREMENTS. Haney Associates,Inc.
2.DESIGN WIND SPEED: 165/ 175(ULTIMATE) 5. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN t 2'OF CORNER Certificate of Authorization
11'-8" 34'-0" 6'-6" 14 6 1 10 15 14 3.ULTIMATE WIND EXPOSURE CATEGORIE5. G. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES APART FROM EACH OTHER No.27124
111-8- 36'-0" 6'-6" 14 6 10 16 14 1 G5mph:0 175mph:C 7. THE ANCHOR MUST BE IN THE SITE SOIL CLA55 IN WHICH THE LOAD REQUIREMENTS WERE SET.
11'-8- 38=0- 6'-6" 16 6 11 17 15 4•WIND IMPORTANCE FACTOR: 1.0 8. USE TIE-DOWN ENGINEERING(OR COMPARABLE) 112'X 30"GROUND ANCHOR WITH SINGLE 4°HELIX OR 5/8°DIA.X 40°AND 48°
5.ENCL05URE CLA551FICATION:ENCL05ED GROUND ANCHOR WITH SINGLE G"HEUX
11'-8" 40'-0" 6'-6" 16 7 11 18 16 G.DE51GN MEET5 INTERNATIONAL BUILDING 9, INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS A5 SPECIFIED BYTIE DOWN ENGINEERING,INC TO INCLUDE ���� t L(r
CODE 2012 t FLORIDA BUILDING CODE 2014 REQUIREMENTSlNS FOR SPACING AND SITE SPEGlFIC SOIL CONDITIONS �` 6y,•R •7
11'-B" 44'-O- 6'--6" 16 7 12 19 17 �� •
10. MAXIMUM STRUCTURE HEIGHT 15 12 FEET(MAXIMUM WALL HEIGHT OF 8 FEET).
11'-8" 5O'-0" 6'-6" 18 8 13 22 19 Q.�••\(+� i
1 1. NUMBER OF ANCHORS LISTED IN ANCHOR SCHEDULE ARE THE MINIMUM REQUIRED NUMBER OF ANCHORS TO RUN DOWN EACH QQ',• `d7 07 ••'��,L
51DE WALL(THE TOTAL NUMBER OF ANCHORS REQUIRED PER BUILIDING WOULD BE 2X THE NUMBER LISTED IN THE SCHEDULE) NO, 64558
These Plan5 Were DC51cped in Foundation Anchorin Plans 'DesigedBy: Project No.
sheet Number: •�;
y LARK BUILDERS ( O.R.H. 15EN224 ATE OF
Haase Associates Inc Accordance month the 2014 Flordla 1 F1 ��,��� • 4ol1ioA.:
Engineering & Construction Planning Buildin Code for a Ultimate Wind ■ • . ..
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M4 P.O.sox 348,six rittie,s c.29682-Phone:864-646-7600 9 409 D I CKSON STREET Checked By: Date: .,S'S+��•• •
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BBREVIATS
S WK=SIDE .CB :=CONCRETE BLOCK STRUCTURE.CLF=CHAIN LINK FENCE.PL=PROPERTY LINE,DUE=DProperty address: 320 NW 112th Terrace, Miami Shores, FL. 33168 """ •
WgLKBSRAINAGE UTILITY EASEM ENT,IP=IRON PIPE. • •
=FOUND,A/C=AIR CONDITIONER PAD,P/C=PROPERTY CORNER.D/H=DRILLED HOLE,W/F=Vv000EN FENCE,RES=RESIDENCE,CL-CLEAR,RB=REBA.�, ••••••
UE=UTILITY EASEMENT. CONC=CONCRETE SLAB. RAWRIGHT OF VAAY, DE=DRAINAGE EASEMENT, C/L=CENTER LINE, O=DIAMTER, TYP=TYPICAL, Legal Description: Lot 9, Block 2,of New Miami Shores Estates,according to the PlateatjIerepf,as a --�• ••
• •a• • •
OIMEASURED.R=RECORDED,ENCR=ENCROACHMENT,LINE.V OMP1tz_R ASH=ASPHALT.N/D=NAIL 8 DISC,S=SET,FEE=FINISH FLOOR ELEVATION, l recorded in Plat Book 51, Page 80,of the Public Records of Miami-Dade County, Florida. '..'
015=OFFSET,P/P=POWER POLE,OHP=OVERHEAD POWERLINE,4MM1=W47ER METER
AOODFENCE-
! MASONRYv,ALL=I I I I ELEVATION BASED ON LOC. #
CONCRETE=
NOT VALID UNLESS EMBOSSED WITHMAINTENANCE
_•.:•,r••: •:::;:••r;•,••:;•,•.:,•:,.:,-:,
MAINTENANCE&DRAINAGE EASEMENT=M&D.E. CBM# ELV. TYPE OF SURVEY:BOUNDARY SURVEY SINCE 1987
SURVEYOR'S SEAL i HEREBY CERTIFY That the survey represented
SURVEYOR'S NOTES• 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2)NOT VALID WITHOUT THE SIGNATURE thereon meets the minimum technical requirements AL q BLANGO SURVEYORS INC.
AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT adopted by the STATE OF FLORIDA Board of Land
- - o COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) Surveyors pursuant to Section 472.027 Florida Engineers•Land Surveyors•Planners•LB#0007059
UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC Statutes.
Ilk VERTICAL DATUM OF 1929, 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL There are no encroachments, overlaps, easements 555 NORTH SHORE DRIVE
RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) appearing on the plat or visible easements other than MIAMI BEACH,FL 33141
CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING as shown hereon. -
INFORMATION. 10)EXAMINATION OF THE ABSTRACT OF TITLE WALL HAVE TO BE MADE TO DETERMINE RECORDED (305) 865-1200 Email:blancosurveyorsinc@yahoo.com Fax: (305)865-7810
REVISED: INSTRUMENTS,IF ANY,AFFECTING THIS PROPERTY. ---�-�1��� '
Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited ✓✓��1� f FLOOD ZONE: X SUFFIX: L DATE:g 11 Q9 BASE N/A
without written consent of the signing party or parties. ADIS N.NU NEZ PANEL: 0139 COMMUNITY# 0652
BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE.OF SAID P13 PAGE REGISTERED LAND SURVEYOR DATE: SCALE: DWN.BY: JOB No
STATE OF FLORIDA#5924 8 19 .15 1 1'=20' F.",a_ 15-714
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