RC-14-2012Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-219684 Permit Number: RC -9-14-2012
Scheduled Inspection Date: October 30, 2014 Permit Type: Residential Construction
Inspector: Rodriguez, Jorge
Inspection Type: Final
Owner: ANNESE, SALVATORE Work Classification: Shed
Job Address: 9510 BISCAYNE Boulevard
Miami Shores, FL Phone Number
Project: <NONE>
Contractor: HOME OWNER
duiming Department comments
10 X 12 STORAGE SHED
Parcel Number 1132060142880
INSPECTOR COMMENTS False
October 29, 2014 For Inspections please call: (305)762-4949 Page 15 of 36
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
October 29, 2014 For Inspections please call: (305)762-4949 Page 15 of 36
BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department SEP 15 2014
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 ---
INSPECTION LINE PHONE NUMBER: (30S) 762-4949
FBC 20 to
Master Permit No.
Sub Permit No.
OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS -
City: Miami Shores Countv: Miami Dade Zip: -
Occupancy Type: Load
OWNER: Name (Fee Simple Titlehc
Address •_ / i '
" Is the Building Historically Designated: Yes
Construction Type: Flood Zone:
BFE:
City: ;%,r , ' State: Zip:
Tenant/Le see Name:
Email: is
CONTRACTOR: Company Name:Phone#:
Address:
City: State: Zip:
Qualifier Name: Phone#:
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
NO
FFE:
Zip:
Value of Work for this Permit' $ Square/`.inea� Footage of Work: _y '
e
Type of Work: ❑ Addition [:1Alteration ElNew ❑ Repair/Replace ❑Demolition
Description of Work:
Specify color of color thru tile:
Submittal Fee $ r Permit Fee $ �� -o' CCF $ CO/CC $
Scanning Fee $ — p - Radon Fee $ 00 DBPR $ ° Notary $
Technology Fee $1 Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $ G)
TOTAL FEE NOW DUE $ OLI 0
10
(Revised02/24/2014)
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
00
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.
Si nature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
�5 day of s�'�-i�, 20 14 by
LoA-NL it, 1�NN� S� . who is personally known to
me or who has produced I*—l0VZJyy7
identification and who did take an oath.
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of , 20 , by
who is personally known to
as me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal: �:vfs�,p,�A..... • \\,\\.�`�\ Seal:
rrrniui��
APPROVED BY Plans Examiner \ Zoning
Structural Review Clerk
(Revised02/24/2014)
NOTARY PUBLIC:
Sign:
Print:
- �° �'•� :'�
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of , 20 , by
who is personally known to
as me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal: �:vfs�,p,�A..... • \\,\\.�`�\ Seal:
rrrniui��
APPROVED BY Plans Examiner \ Zoning
Structural Review Clerk
(Revised02/24/2014)
ADDRESS: 9 j k b
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
)SURE STATEMENT
DATE: I b I
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 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. 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, ma ct as my own
contractor with certain restrictions even though I do not have a license.
Initial- kG1--
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 Ii n numbers on
permits and contracts.
Initial C-1
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 b ' substantially
improved it for sale or lease, which violates the exemption. C—_
' 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 by county or
municipal ordinance.
Initial �.
7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that
erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while
working on my property. My homeowners insurance may not provide coverage for those injuries. I am willfully actinas
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 :Wa_
an
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 http://www.myfioddalicense.com/dbpr/pro/cilbfindmhtml
Initial.
I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
Infial
k-
12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inform ' n 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 contractors 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 owners 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 Is day of , 20_
1-0
LIQ he. n. NNX". cC-,J (L-
Pro uced there License or
OWNER
who was personally known to me or who has
Jr
Miami Sh®re
s V illa e
9
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
(Notice to Owner - Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project
prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate
officers or members of a limited liability company (LLC) in the
elect to be exempt if construction industry may
1. The officer owns at least 10 percent of the stock of the corporation, or in the case
of an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members
are allowed to be exempt. Construction exemptions are valid for a period of two years or until
a voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village
does not require verification of workers' compensation insurance coverage from the contractor's company. Th
personally erefore, you maw be
liable for the worker cam enation in tg of an erson allowed to work under this permit, Please check with your
insurance carrier since most property insurance policies DO NOT cover this type of liability.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Owner
4 ,
Print Name: `" 1,.-" a '`
F
Signature:
State of Florida )
County of Miami -Dade )
Sworn to and siffiscribed
day of —i
QI
(SEAL)
Type of Identification
before me thi ��`�61111111/1,11"
—220A
A
crinnm0
Contractor
Print Name:
Signature:
State of Florida )
County of Miami -Dade )
Sworn to and subscribed before me this
day of , 20
0
(SEAL)
Type of Identification uroduced
Business,,,`
Professi6nai
Ken Lawson, Secretary
October 21, 2013
Robert Moore
Lark Builders, Inc.
P.O. Drawer 629
Vidalia, GA 30475
RE: Manufacturer Certification, ID MFT -114; Expiration Date: October 21, 2016
Dear Robert Moore
FLA Manufactlaed Big Pmgiw
194 North Mwoe Skeet
Sate 9tfA
Tallahassee, Flom 323990772
Phone MAW 1824.• Far 8511414 4436
It Is my pleasure to Inform you that Lark Builders, Inc., located at 409 DIXON STREET, P O
DRAWER 629, VIDALIA, GA 30475, has been approved under the Manufactured Buildings Program,
as provided for under Chapter 553, Part 1, 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
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
indicated [on 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 areproperly posted on our
website. All site -related Installation issues are subject to the local authority having jurisdiction.
Rick Scott, Govemor
The Department's contractor will make unannounced monitoring visits at least once each year. You
must grant complete access to your manufacturing facility and records to remain in compliance with
the 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 (www.floridabuilding. oro) 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. florldabuildina.arc to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sin'cer'ely,
Robert Lorenzo
Manufactured Buildings Program
cc: National Design and Inspection, Inc.
.
.
...
.
.
.
...
..
..
.
. .
..
..
.
End Wall Frame Options
3.
ENCLOSURE CLA551FICATICN:
tNCL05ED
C.
COMPONENT5 AND CLADDING:
,OOF LOAD (ZONE 4 0:
+-27.4/--56.0 P5F
200F LOAD (ZONE 412):
1-27.41-76.9 P5F ; ;:, •,.•I•o i;r. _ _..--
�UOF LOAD (ZONE !/3):
1.27.4/-1 24.6 FSF
MALL LOAD (ZONE !14):
1.59.5/-65.2 1'5F ;,,,l,lor 1luU:Ilp!t 1'ti
MALL LOAD (ZONE 45):
1.(;0.6!-'76.6 P51F
.
.
...
. .
.
.
.. .
165D/175C - Metal Lapsider Box Eave Shed Master..: F-lan..•; ;.:!r
6,F -NERAL NOTE5:
;1119 STRUCTURE WA`s DESIGNED IN ACCCROANCE Wirtt rHE 2c;09
BC BUILDING CODE * 2010 FLORIDA 13UILCING CODE. `VINO
LOADING DESIGNED IN ACCORDANCE'NTrH THE A5CE - 7-10,
?. >l.L MATERIALS AND LABOR SHALL cad IN ACCCROANCE WITH THE
%ROVE CODE ANU ALL OfHtK APPLICABLE LOCAL CODE5 AT THE
Of MANUFACTURE.
3. ✓RITTEN DIMEN51ON5 SHALL TAKE PRECEDENCE OVER SCALED
IMEN510N.
�. OUT51DE OVERALL OIMEN51ON5 CAN VARY 13ETNtEN LIMITS SHOWN
-IUT :MEMBER 5PAr;l?,IG SHALL NOT EXCEED LIMITS AS INDICATED.
�. i.UMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS:
! CCR JOISTS- 2:(45.Y.1712-(12-15% MOISTURE CONTENT)
'_x(i 5.Y.P.112-02-1 5% MOISTURE CONTENT)
2.�8 5.Y.P.42-(1 2.15% MOISTURE CONTENT)
ALL OF rtlE FOLLGWING LUMBER SHALL BE PRE55URE TREATED:
KID5, FLOOR JOISTS AND 3/4' TI:G FLOCK SHtATHING
-RU55 DESIGNED TO `SUPPORT D.L. I•L.L. -30 P.S.F.
i. HANDICAP ACCE55 TO BUILDING 15 FIELD INSTALLED F3Y OTHERS AND
Utue-cr TO LOCAL JURISDICTION APPROVAL.
), ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,CCO P51 MINIMUM
r!ELD STRENGTH.
:). 'OOF SLOPE SHALL BE 3:1 2 'NHtN SHINGLES ARE APPLIFO, 5EE FBC
1'307.2 FOR SHINGLE REQUIREMENTS. POOP SLOPE FOR METAL
�001`5 SHALL MEET MANUFACTURER'S RECOMMENDATIONS.
I GOOF RAFTERS SHALL HAVE THE SAME 5PACING AS THE WALL
-)rUDS AND SHALL ESE LOCATED DIRECTLY OVER n ir- ✓ALL STUD.
'. ?'00F SLOPES 13EPNEEN 2:12 AND 4: 12 SHALL HAVE A DOUBLE
UNUERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION
;07.2.8 OF THE F.B.C. 2010
3. .zNCHOR5 SHALL MEET THE REQUIREMENTS OF ALL APPLICA8LE
LOCAL COOE5 AND THI5 15 NOT A FOUNDATION DESIGN.
1 -4JILDING 15 CLASSIFIED AS TYPE "5' (STORAGE)
5. 'ALUMINUM WINOOW5 - TYPE. SIZE, QUANTITY, AND LOCATION MAY
/AKY.
i :;. ALL FASTENERS INTO P.T. ',VOOD SHALL 13E HOT DIPPED GALVANIZED
A5TENERS.
w i . `11ANUFACTURER INSTALLATION 5TANOARD5 SHALL BE FOLLOWED IN
,BAER FOR THF5E DESIGN DRAWINGS TO ACCURATELY REFLECT
1FLD PERFCRMANCE CONDITIONS.
3. rHE5E STRUCTURES SHALL NOT BE USED EOR COMBUSTIBLE CR
'AZARDCU5 MATERIAL.
_D. I:PTIONAL EXTERICR WALL COVERINGS INCLUDE CCRRUGATEO
' I.UNIINUM, MASA ALUMINUM, 4' 11-4P ALUMINUM, 5/8' P.T. T I - I I
::DING, VINYL SIDING WITH ENERGY BRACE BACKER, HARDI BOARD,
;TEEL SIDING AND "PI.EKO' STUCCO CN 5/8" DENSE GLA55 GOLD
1PIU POLYCARBONATE GREENHOU5E PANELS
I . ALL ODORS SHALL BE ABLE TO BE OPENED (RCM THE LCRE55 51DE
"✓ITHOUT THE; USE OF A KfY,
Hanev Associates, ne.
- Envineet-ing & Citnstrtietfon Plannittf•
1 • j r(3, Rot 3 t», SIS 17541. Phone iba h Ir,. mlo
Lark Builders
409 Dixon Street
Vidalia, GA 30474
Sheet Index
S1.0
Cover - General & Design Notes
S1.1
Electrical & General Floor Plan
S1.2
Skids S Floor Framing Plan
S1.3
Skid and Floor Framing Details
S1.4
Roof Framing $ Schedule
S1.5
Typical Frame Section Details
S1.61
End Wall Frame Options
GENERAL NOTE5 CONTINUED:
'2. DOOR SHALL 13E 2 1/4' :c I I / 16' ALUMINUM txrRUDED
I-p.AME,mm AN ALUMINUM PANEL INSERT. ALUMINL;M rKIM.
DOOR ATTACHED TO VERTICAL 2x4.
.'3. OPTIONAL DOORS INCLUDE COUBLE ALUMINUM COORS,
;ARAGE DOORS, GO" ,c /2" ALUMINUM DOOR, 32" AND
16' SINGLE ODORS, AND PRT: HUNG STEEL DOORS. TYPE,
'IZE. QUANTITY, ANU LOCATION MAY VARY.
' 4. FREMANUFACTURED OOCR5 THAT MEET APPtICAF!LE CODE5
',IAY f3F USED INSTEAD OF DOORS LISTED ABOVE
.'.5. MAXIMUM WAIL HEIGHT TO LAE tY-O"
26. ALL B". 10 MATERIALS 3PEC:FIED MAY 1:3E SUBSTIfUftD
cR EQUIVAI.ENT OR GREATFR PRODUCT.
'7. ALL BUILDINGS (EXCEPT THOSE IN USE AS AN ACCE55CRY
31JILDING FOR A ONE OR PoVO FAMILY DWELLING UNDER
4 30scl.itJ `JUST HAVE ATI-EAL5T (1) 32x80" (MIN.) DOCR.
1d. ROOF F?' tING AND WALL J"RAMING TO BE 3/e IMErAL
3 ru65 : ;PACED AT AMAXIMUM OF 24' O.C.
f?E51GN PARAMETER5:
(HEP-ABLE'ROOP) "' '
HIND DESIGN PER A5CE 7-1 O, 51:15MIC GE5IGN PER A15C .34 I -051
I
'NINO VELOCITY:
•• • • • •• ••• ••
.
'HIND IMPORTANCE FACTOR:
1.0 • • • • '
' '
3.
WIND EXPOSURE:
00 mph)/ c:'(1 Amph) I&
4.
INT. PRE55URE COEFFICIENT:
0.18 t
3.
ENCLOSURE CLA551FICATICN:
tNCL05ED
C.
COMPONENT5 AND CLADDING:
,OOF LOAD (ZONE 4 0:
+-27.4/--56.0 P5F
200F LOAD (ZONE 412):
1-27.41-76.9 P5F ; ;:, •,.•I•o i;r. _ _..--
�UOF LOAD (ZONE !/3):
1.27.4/-1 24.6 FSF
MALL LOAD (ZONE !14):
1.59.5/-65.2 1'5F ;,,,l,lor 1luU:Ilp!t 1'ti
MALL LOAD (ZONE 45):
1.(;0.6!-'76.6 P51F
WALL LOAD (ZONE /14345):
I•c;O.0-70.9 P5F
Xres5ures for 165D exceed those for 175C)
7.
I'LOOR DESIGN LIVE LOAD:
125 PSF
3.
FLOOR DESIGN DEAD LOAD:
12 PSF -
,3.
S=F DESIGN UVE LOAD:
20 PSF
10.
ROOF DE51GN OF -AD LOAD:
; ELF WEIGHT
I I.
WALL UE51GN LOAD:
6 PSF
12.
COMBINATION LOA05:
A3 PFR A3CE 7-1 O
1.3.
SEISMIC USE GROUP:
L3
! •4.
OUILDING CATEGORY:
I
Pi.
OUILDING OCCUPANCY:
13TOR.AGE - (ICN HAt31TABLE
I r;.
CONSTRUCTION TYPE:
'✓ a
17.
ALLOWABLE FLOORS:
I
I e3.
L..`CrERIOR WALL ETRE RATING:
0
19.
DESIGN OVERHANG.
13 INCH
''O.
DESIGN MEETS INTERNATIONAL DUILOING CODE 2009 is I-LORIDA
�JUILDING CODE 2010
' I .
I HE CON TRACTORIMANUFACTURER MUST COMPLY WI rH ftlt
ADLLOWING CODES:
A 10 FLORIDA f3UILDING CODE
_O 10 FLORIDA MtCHANICAL
CODE -
- 20 10 FLORIOA PLUMBING CODE
_O 12 FLORIDA ACC15515ILITY CODE
=009 INTERNATIONAL BUILDING CODE
f11E5E BUILDINGS ARE EXEMPT FROM
THE THE zaIO FHc ENERGY
:ODE MI•-ACCCROANCE WITH in 1.5.2
ITE INSTALLED ITEMS:
THE COMPLETE FOUNDATION ';UPPCRr AND TIE -DOWN 5Y5TEM.
' ?,AMP5. STAIRS AND GENERAL ACCE55 TO THE BUILDING.
3. FLFCTRICAL SERVICE t ICOKUP (INCLUDING FEEDERS) TO THE
'IJILDING.
1. -:CCF CRAINAGE SHALL COMPLY WITH F O.C. 2010 1503 AND
'318.6
':OTE: TH15 U5T DOES NOT NtCE55ARILY LIMIT THE ITEMS OF WORK
ANO MATERIALS THAT MAY BE REQUIRED FOP, A COMPLETE
'15TALLATION. ALL 51TE RELATED IrFM5 ARE SUBJECT TO LOCAL
.UR15DICTICN APPROVAL.
'nese i'1.3n�+'.h/,ire Deslqned 1n ~i
�„
Ingle Wide Metal Master Plan I
ject N
;'ro�eciNo
Designed BY:
,accordanr,P ,;t✓I(;y� t��e 2010 Florida i
I r _
O.R.H. ',1155D/175ci
Lark Builders
W9 Dixon Street
eXn Li :M 1 rr cxp,G I
9 75
lic�aiia, VA 30474
('Ilecl;cdRy: Atte:
•$tamps; _
Not
61AP - ROVED11
DOCUMENT
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troll v+a ry wenlonts of appYcat
iuraa u,rn
.Sheet Number:
S 1. 0
1 ,I* 7
,-LECTQiCAL NOTES:
'THEN AIR CONDITIONING 15 INSTALLED IN THIS BUILDING, It SHALL 3E
' 'E RE5PON51BIUTY OF THE HVAC CONTRAGrCR. AND ELECTRICAL
:ONTRA=R. TO VERIFY WIRE AND BREAKER SIZE5 FOR ACTUAL
IVAC UNIT(5) INSTALLED ALL WIRING TO BE IN A.CCORDANCE'MTH
HE NATIONAL ELECTRIC CODE LATE5T EDITION.
I'LEXIBLE CONDUIT FOR LIGHT FIXTURf5.
1. EACH CIRCUIT 15 TO HAVE CONTiNUCU5 SOLID COPPER INSULATED
':ROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN
7,15TRIBUTICN PANEL
1. EQUIPMENT GROUND BAR IN MAIN 015TR15UTICN PANEL IS ro ciE
GROUNDED TO MINIMUM 10'-0' COPPER CLAD EARTH DRIVEN ROD
:KITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL.
'i. ALL CONDUIT TERMINATION'S OF I' OR LARGER ARE TO HAVE PLASTIC
:N5ULATEO BUSHINGS.
�. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE'Wll'H THE NATIONAL
ELECTRICAL CODE (NEC), LIFE 5AFETY CODE (NFPA 10 1). LATEST
P'UITIONS.
7. IiVAC EQUIPMENT SHALL 177E PROVIDED WITH READILYACCE551BLE
015CONNECT5 ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH
KITH A MARKED 'OFF' P051TiON THAT 15 PART CF 1711E HVAC
:QUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS
GNLY WHERE OTHER DISCONNECTING MtAN5 ARE AL --;0 PROVIDED BY
A READILY ACCE5515LE ,CIRCUIT BREAKER.
}. RIOR TO ENERGIZING 1:HE ELECTRICAL 9'T5TEM rHE INTERRUPTING
:tATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED A5
-3EING IN COMMJANCE WITH 3EC. I 1 O-7 OF THP NTC 3Y A LOCAL
cl_tCTRICAL CONSULTANT.
j. 17HE MAIN ELECTRICAL PANEL. ffEDER5. POWER HOOKUP TO BUILDING
(INCLUDING ALL UI5CCNNECTS, OVER CURRENT rEVICE5, PANELS,
,;ROUNDING, ETC.) IS 0051GNED BY OTHERS, SITE INSTALLED.
:UBJECT TO LOCAL .;URI5DICTiON ArrQOVAI_.
o. ALL WIRES TO SWITCHES AND OUTLET5 TO 3E 41 2 AWG THHN AND
',VILL MEET THE COLOR CODE REQUIREmF.Nr3 `3LT FORTH IN THE NFPA
'O, NATIONAL ELECTRICAL CODE.
1 1 . ALL tLECTRICAL OUTLETS SHALL 13E GFCI IN ,s( r(—)RDANCE WITH
'ARTICLE 1 210.B(A)(2) NEC -08.
Electrical Symbol Key
GFCI Duplex Receptacle 120V 10
.<
Incandescent Ught wl (1)-60w Bulb
[.J]
Junction Box
S
i
Switch
Weatherproof
'SVP
$R
Switch wl Receptacle Outlet 120v 10
Eianey Associates,
i C.nRincering Sc Construction i'lanuing
I 0. 9nT 1+4. SIT aIle. d.e..190.lt - Ph,)mvs?1-A4&. 'Q
'N(NOOW tItIGHT, LOCATION
NNO QUANTITY MAY VARY
-SND ARE OPTIONAL.
i]
n
24'
5' MAX. I� MAX I,
SFE VARIOUS FIND '
WALL FRAMING
5ECTION5 FOR'WALL
AND WINDOW FRAMING.
C-PTIONAL ELECTRIC TO
--ACH UNIT FIELD
:Ci 1NECTED FROM
r`<ISTING POWER
:UIJRCE TO UNIT
_e.r. 314' rlG
�t_UUR SHEATHING
. . ... . . . ...
.. .. . . . % .. .
. . ... . . . . .. .
• . •
0. 00 0:0
.. • . . •• ... ..
:32' MIN., G(i'PMAk.•'.VICTH * • • • • •
BY 0-8' f 1EIGHT DOOR,
LOCATION MAY VARY.
YZ METAL 5TUD5
`*PACED AT 24'
(D.C. MAX.
EE VARIOUS END WALL
F RAMING SECTIONS FOR
NALL.AND DOOR FRAMING.
Fil $ o'" uL�
LD
'NP i2• MIN., GO' MAX. WIDTH
3Y 9-8' HEIGHT ODOR,
.0CATION MAY VARY.
%In'ttlow Ih11f."fuv
?MAXIMUM BUILDING LENGTH
i
'10TE5: _
` •
ALL L'LtCTRICiAL EQUIPMtNT. SHOWN IS OPTIONAL AND LOCATIONS MAY VARY:
•'I1n,5 Were Deslyneci 1n --
�ccor „th the 201 0 Florl,la
r't,l,l 17'.17>.I�
vvlcal Floor )'Ian
GALE: 114'3 V -(Y
Single Wide Metal Master Plan
Lark Builders
'09 Oixon Street
Idalia, GA 30474
Designed By: Project No.
}.
R. Ff. 13 EIN224 -
4165D1175C
IChecked Ely: Ualw i
,:.L.,1. ;�i20113
mum
ga�uM�T
1'Izu Nn.!�j„7 �L
1.. T.ul!nck
I�ny blonde tir�klco>r ;9►2ip �
)5/20/13
Sheet Number:
O7
SKID LAYOUT AND FLOOR FRAMING SCHEDULE
125 psf Live Load (2 Skid)
125 psf Live Load (3 Skid)
Width
Joist SIzempacing
A
8
Width
Joist Slze&Spacing
A
g
6'-0"
2x4's @ 16" O.C., Max.
15"
42"
6'-0"
2x4's @ 16" O.C., Max.
12"
24"
8'-0"
2x6's Q 16" O.C., Max.
1'8"
60"
8'-0"
2x6's @ 16" O.G., Max.
16"
32"
10'-0"
2x6's (a3 16" O.C., Max.
24"
72"
10'-0"
2x6's @ 16" O.C., Max.
20"
40"
11'-0"
2x6's (9 16" O.C., Max.
24"
84"
11'-0"
2x6's @ 16" O.C., Max.
22"
44"
11'-8"
2x6's Q 16" O.C., Max.
28"
84"
11'-8"
2x6's a@ 16" O.C., Max.
24"
46"
13'4"
2x8's @ 16" O.C., Max.
36"
84"
13'-0"
2x8's Q 16" O.C., Max.
26"
52"
1131-80,
2x8's cQ 16" O.C., Max.
40"
1 8401131-80,
.......
2x8's Q 16" O.C., Max.
28"
56"
' !OTE5:
• FASTNER5 WILL MEET THE MINIMUM REQUIREMENT5 FCR ALL STRUCTURAL COMPONENTS A5 5ET FORTH
UNDER FBC 2304.9.1 AND TAUS 2304.9.1 UNLE55 OTHEKW15E 5PECIFIED.
• ALL SKIDS ARE P.Y.- I<xb 5.Y.P..;'2 OR (2)-P.T.-2xG 5.Y.P..*2
. 447 `NIDE UNIT5 MAY USE 2x4 S.Y.P. a3 J0I5T5
• ALL J015T5 ARE TO 13E P.T.-5.Y.P..12
P.T. 51DE RAIL TO MATCH
.:015T SIZE. SEE FRAMING
'5CHEDULE FOR 51ZE5.
I,
! ,cc 5CIIEDULE FCR.;015T 512E ! I
,I I
ti
t
3 P.T.-4xG 3.Y.P. 02 or I .}�_1�" ,.r �;'_r)• I
'2)-P.T.-2xG S.Y.P. 72 5KID5 Cptin1131 eorcn
;(I-0" IMAXIMUM BUILDING LENGTH
y picas 2 Skid Floor Framinq Plan
'CAL!_: I/4"=
I
Haney Associates,IxLL
i- Engineering & Construction Planning �
' t). Doi ]4A. Sic dlile. S.C. 29681. 1'hone:l6"46_ A.At
7"
13°
. . ... .
.
%
.
...
.. .. . .
.
..
.
'3/20/13
. . ... .
. .
.
.. .
1l.Kpprovai Stamps:
.... .. . .. .
• • • . . • •••
• :
:•:
.
•. . .
..
.. ...
.
•••
.
.�+k1•
..'-. .
.....
..
•••
••
U11
, � v o �1vL
..i�
01b 0
00it
0
0,0.. .
.......
OoGuMENT
IV
'.T. SIDE RAIL TO MATCH
,015T SIZE, SEE FRAMING
S�Ly/i3 _ 1'hnrin. A717Ir
R ebnrd t. P,ut4nft
'•'^:hd'tr Ih�ilalu� YLi�- $�"tulrlM 11�rl�le CxltillcoLl :'4r/l�P
3 L—e.T.-•IxG 5.Y.P..02 or I � 4" or .}''-G-0' G' -O"
or
ial
.' ; 2)-P.T..2xG 5.Y.P. Y2' 5KID5 Porch
;O' -r3" MAXIMUM OUILDING LEUGTH
typical 3 Skid Floor Framing Plan
7CALE: 1/4"= 1'-0"
1 - - 1 :t�•i were LJe51' jnea In I Jingie Wide Metal Master Plan
Accor -,,,th the 2010 Florida I Lark Builders
3ulir.i�r a „;e for .a Und :speed of ! ung Dixon Street
and 175 m t2h c<ra.c; Idaiia GA 30474.
:i
Designed H Y
Project No.
O.R.H. R.H.
13EN224 -
`41630/175C
Cllccxed By:
Uate:
;.L.:�.
'3/20/13
Sheet Num e[:
EE FRAMING 5Cff0ULE
r(.R JC I5T SIZE
:ENCO K28 (OR EQUAL)-
1AIL5 AT 121 O.C., ROW5
'HALL Lit 1.5* FROM EDGE.
JTAGGER ROWS 6' FOR
'1)'P.T.-5.Y.P.-2xG's 5KID5,
,START PATTERN WITHIN (;'
)F EACH END OF 5KID
y&+05 MAY fad P.T.-4-xG 3.Y.P.
\ 12 CR (2)-P.T.-2xG 3.Y.P. 112
NOTCH 5KID5 I%Z x l va
=CR EACH FLOOR JOIST
I `iK.lUtfl tom(' reA tIM - DETAI
-I05 MAY r3F'P.T.--ixr;
:2 CR (2)-P.T. -2xto 3.Y.P. 12
ATTACH .:015T TO SKID WITH
V I G"x4" LAG SCREW OR (2)
IMP50N H-3 (OR EQUAL) AT
!:ACH END OF JOIST. SEE
CRAMING SCHEDULE FOR SIZE.
'TOTE: ATTACH END JOISTS TO SKID WITH (2)-5/ 16x4"
SAG 5CREW5 EOR (4)-0.131 x4' GUN NAIL51 AND A
'-'IMP—DON H-3 (OR EQUALI AT EACH END OF JG T.
((PICAL 5KID TO
3 1 r NE TI OF -TAIL.
I
Haney Associates, II1C.
Gntgineerinilg do Cur►struction t'1:►nnint;
111ft,8.c. Y3nx2 • rn"rtc:cNr+�M1•:hdp
1FTACH EACH STUD TO SOLE
--LA rvVITH1 (2) d 10 SELF
.:KILLING GRADBER SCREWS
(1) (NTO EACH FLANGE.
I
I
1.<4 BLOCKING BETJVEEDI
'-KID5. FA5TEN'N/
') 0.1 20"x3" NAILS AT
1 -'" U.C., 3TAGGERFD.
i hese i'I JETS ,'Jere Cesl-qneci In
acccr(.tanr_e .,,,Ir rhP JO 10 Fll,:)rtr is i
13ulld►r�.� r,(?,;j.', -,.r 1 �/I-��� ��'c'd •)f '
• • • ••• • • •••
.. .. . . . .. .. .
144 - 2Oga. MEJ'A{.',yA1.L 51=5 .:
EE PLAN VIEWO.N;W�CACIN¢ • • • :.:
1 I —- 20�3a. 111E7AL SCLE PLATEl��oi
biz , ••• ,r
I 1 (:CNTINOU5'N/ 5/1 Go X4* LAGS APPROVED
. . . .. ... ..
1 I AT I G' O.C., DAax...
\ SHEATHING
— I
2x BLOCKING BETWEEN
5K1O5. FASTEN TO END
--- — — :015T 'N/ M -0.1204.c3*
1 AIt.5Ar 12' O.C. F.ACH1
IDE, 5TACGERED.
('2"`NrNQ.JOI4T FRAMING D Ai
' �jc,\ t 1.5- 1' -
VIA 4n,
.l 11 1i.... ...... ..J. ' LLQ. i'>•I �'r�4 .-.���� �--
tfr
'r'" u..;r.•;ae r'Irinf -\ INLIlte� 4'IArb/� i'Ofltii'o�#f17.r1!!•�
_( { \TOPICAL 5KID 5PI (C'AIG DETAIL
Single Wide Metal Master Plan
Lark Builders
,09 Cixon Street
,idalia, GA :10474 i
Designed Hy:
-ProjectNo. j
O.R.H.
13 -
`.f165D/17!C
Checked a Y:
Date:
• ' L.A.
•
"
2' IAP SPLICE FASTENED
'// (6)-5/1 G*x4' IAG5
' t. • txG 5.Y. P.
;OUTER FACE). (3)-5/1 Gx4'
rJ_ 5KI05 LAGS (INNER FACE). (9) LAG
l
5CKEW5 TOTAL.
3"xG" SPLICE PLATE ON 3 of
4 51DE5 OF .JOINT, FASTEN
=,ICH PLATEN/ (5)-5ENCO
P. 02 SKIDS
C28 (OR EQUAL) NAILS
_,'BCH SIDE.
_( { \TOPICAL 5KID 5PI (C'AIG DETAIL
Single Wide Metal Master Plan
Lark Builders
,09 Cixon Street
,idalia, GA :10474 i
Designed Hy:
-ProjectNo. j
O.R.H.
13 -
`.f165D/17!C
Checked a Y:
Date:
• ' L.A.
15/20/13
J51au/1a
J'7.
Sheet Number:
S143 11
I
ROOF FRAMING SCHEDULE
Wall Framing at 24" o,c., Max.
I
Width
Rafter and Brace Size and Spacing:
61-0"
ASIS SSMA_S 350S162-54 its 24" O.C. Max.
3'-0"
ASIS SSMA—S 350S162-54 @ 24" O.C. Max.
10'-0"
ASIS SSMA_S 350S162-54 Q 24" O.C. Max
11'-0"
ASIS SSMA_S 350S162-54 @ 24" O.C. Max.
11'-8"
ASIS SSMA S 350S162-54 @ 24" O.C. Max.
13'-0"
ASIS SSMA S 350S162-54 @ 24" O.C. Max.
13'-8°
ASIS SSMA_S 3505162-54 @ 24" O.C. Max.
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
.: 9
. ...
CHEDULE AND ROOF FRAMING NOTES: .
. . . . . .. . . . .
.
KOOF FRAMING 5HALL BE 5PACED TO LINE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD TRAN�FER'AN0 51'FZAf'i31NG.-�-�
• -=F DRAINAGE 5HALL COMPLY WITH P.B.C. 2010 1 503 rNNO R318.G
• eA5TENERS WILL MEET THE MINIMUM REOUIREMENT5 FOR ALL 3TRUCTURAL COMPONEN r5 A5 5ET I -cum U1106K 915C.2j04.90+0 • •
ANO TABLE 2304.9.1 UNLE55 OTHERWISE 5PECIFIED.
• RIDGE MAY RUN IN THE SHORT DIRECTION 'TURNAROUND' OR 'VAULTED" 5TYLE WITH A MAXIMUM GABLE END :DA Ei:1fSCS511bE •
YALL.5 THAT VARY G' -a TO 13'-60 OR THE LCNG DIRECTION "STANDARD"MTH GABLE END5 THAT VARY';' -0'r0 6I 1-5"'M3'ii A y
MAXIMUM 510E WALL LENGTH OF 50'-O•.
• ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WI rH t3UILDEX 10-1 Gx I rEK5 PANHEAD SCREW5 IMTH #3 DRILL POINT
AT G, O.C.
Haney .-I*Associates, Inc.
Engineering & C amtruction elnnning i
; I r). qut JLl..lit .1!Ile. i.C. _Jn83 - Yho"e:04-646.7699 .
419.0' MAXIMUM UTALGING LENGTH - 30'-O" MAX. FOR VAULTED ROOF
- ccal Roof Framing Plan
-:CAI.E: 1!4"=1'•U'
nese rl.�nrWere Designed In
A.ccorriance -nth the 2010 Florida
r,h
0
.tl
- 20ga. METAL QAFTER5 AND
kCING. SPACED AT 24. O.C.. MAX.
UP RAFTERS TO LAND ON WALL
iD5 FOR LOAD TRANSFER. BRACING
MATCH RAFTER 51ZE AND GRADE.
ICED AT 24.O.C., Max., A MINIMUM
4 SECTIONS OF BRACING ARE
WIRED FOR ANY 5PAN5 A80VE 1 1'5*
Single Wide Metal Master Pian
' Lark Builders
I
IOg Oixon Street
culla, (."A,1047,4
Designed 13y:,
project No.
I.R.H.
13EN224 -
'4165D/175C
Checked BY:
Jae: �
"APPROVED"'
DOCUMENT
L
L. rul±Writ
In�r r-torWe CirititieoM:9:�.
7s/aa�J�
r�
CI
')'beet jin er-
S .4
"_' 1 /2' x 1/2' CORRUGATED
ZOOF PANELS FASTENED
',vi rH 1/4"-14 x 314' f"
rRAxVI AT G"O.C.
I'/ARIF5, (;'-t)" to I:3' -.T
r,/pcai Frame Section
`CALF: 114*— PJY
_ yz-2Ocja. METAL COLLAR TIE, -I''-(i"
LUNG, ATTACH W1 (2) b 10 5E'LF
1.)R1WNG GRABBER 5CREW5 EACH SIDE
*iW-20ga. METAL 5TUD5
'iPACED AT 24' O.C. MAX.
e -201a. METAL BRACE AT
3'-O" ABOVE FINI5HED FLOOR,
ATTACH TO EACH STUD W/ (2)
.410 SELF DRILLING GRABBER
�CREW5, (1) INTO EACH MANGE
2 1/2' x 1/2" CORRUGATED
PANELS (FA.5TENED 'N/ .#8 x
I%z 'NOOD SCREW AT G'
O.C. (OR EQUAL)
=EE ROOF FRAMING
CHEDULI_ FOR RAFTER AND
.'RACING 51ZE5 AND SPACING
ALV -2013a. METAL STlJD5 --�
PACED AT 24' O.C. MAX.
I
.. .. . • . .. •.
. . . . • . . . •. .
• • • •• • • • •• • • • •
• • • • • •••
AITACP1•R09,rFRAWNG%0 • •
TOP-PLArr OF WALL FRAMING
WITH BUILDEX 10-1 Gx I rEK5
PANHEAO•'SER�lt�5 �IIH:113 : "• .' •
DRILL POIW AIV (2.4 ;.' as '.
• • . • . • • •
•• . . • •.• .•• •.
I QVFR.,HANG Q11 -VON D_tTAI
11�Al s.3/4 -!'I
`ef ROOF FRAMING
CIIFDULt VOR RAFTER AND
R.ACHNG 51ZE5 AND SPACING
Oqa. METAL STUDS —�
PACED Ar 2.4" O.C. MAX.
'.1n{!,L►r 0l,tiallit Ilion,
AFTACH R00F FRAMING TO
rOP PLATE OF WALL 17RAMING
'.'/If H BUILDEX 1 U-1 Gx 1 TEKS
PANHEAD 5CREW5 WITH #3
DRILL PCINT AT G' U.C.
N01
"APPROVED"
0 UCUMEWL
10tb..7 r�
L-. I:ul,nrk
ncr Marlda CirAzicajo
'75%20)3
2 V ANG CPrr(74 DETAIL /
TheS& ,'Ilwj `Vere 0C51gned In I Single Wide Metal Master Pian DesignedB Project No. :sheet Number
• I e ZO I O t=lorlda I i y' 13EN22a -
Haney �1SSOClates� jt1C ccor�ance h the ark Builders °.R.x. 'r165D/175C
I ...T� Engineering & Construction Planning I 3UIId1ne.��ia_jr `'�r 1 A
."t 1lx, ill .NURS.C.;35Nt-Yh1nt:e64aJb:6�0 1 Jlnd .peed nt
, .09 Dixon Street Sim
C:I:eeked 13y: !date:
1 �jrn��h C:cp �� �.i ► 7;mvh �_.;�.� ic�alia, GA 3047 L.A. :5/20/13
BEE ROOF FRAMING
01EDULE FOR RAFTERS
�
1
O
JEE ROOF FRAMING
3CIIEDULE FOR FA5TENING
n
a
'EQUIREMFN11*5
O_;tE
51.2 FCR SKID
' X'40 FLOCK FRAMING
I'/ARIF5, (;'-t)" to I:3' -.T
r,/pcai Frame Section
`CALF: 114*— PJY
_ yz-2Ocja. METAL COLLAR TIE, -I''-(i"
LUNG, ATTACH W1 (2) b 10 5E'LF
1.)R1WNG GRABBER 5CREW5 EACH SIDE
*iW-20ga. METAL 5TUD5
'iPACED AT 24' O.C. MAX.
e -201a. METAL BRACE AT
3'-O" ABOVE FINI5HED FLOOR,
ATTACH TO EACH STUD W/ (2)
.410 SELF DRILLING GRABBER
�CREW5, (1) INTO EACH MANGE
2 1/2' x 1/2" CORRUGATED
PANELS (FA.5TENED 'N/ .#8 x
I%z 'NOOD SCREW AT G'
O.C. (OR EQUAL)
=EE ROOF FRAMING
CHEDULI_ FOR RAFTER AND
.'RACING 51ZE5 AND SPACING
ALV -2013a. METAL STlJD5 --�
PACED AT 24' O.C. MAX.
I
.. .. . • . .. •.
. . . . • . . . •. .
• • • •• • • • •• • • • •
• • • • • •••
AITACP1•R09,rFRAWNG%0 • •
TOP-PLArr OF WALL FRAMING
WITH BUILDEX 10-1 Gx I rEK5
PANHEAO•'SER�lt�5 �IIH:113 : "• .' •
DRILL POIW AIV (2.4 ;.' as '.
• • . • . • • •
•• . . • •.• .•• •.
I QVFR.,HANG Q11 -VON D_tTAI
11�Al s.3/4 -!'I
`ef ROOF FRAMING
CIIFDULt VOR RAFTER AND
R.ACHNG 51ZE5 AND SPACING
Oqa. METAL STUDS —�
PACED Ar 2.4" O.C. MAX.
'.1n{!,L►r 0l,tiallit Ilion,
AFTACH R00F FRAMING TO
rOP PLATE OF WALL 17RAMING
'.'/If H BUILDEX 1 U-1 Gx 1 TEKS
PANHEAD 5CREW5 WITH #3
DRILL PCINT AT G' U.C.
N01
"APPROVED"
0 UCUMEWL
10tb..7 r�
L-. I:ul,nrk
ncr Marlda CirAzicajo
'75%20)3
2 V ANG CPrr(74 DETAIL /
TheS& ,'Ilwj `Vere 0C51gned In I Single Wide Metal Master Pian DesignedB Project No. :sheet Number
• I e ZO I O t=lorlda I i y' 13EN22a -
Haney �1SSOClates� jt1C ccor�ance h the ark Builders °.R.x. 'r165D/175C
I ...T� Engineering & Construction Planning I 3UIId1ne.��ia_jr `'�r 1 A
."t 1lx, ill .NURS.C.;35Nt-Yh1nt:e64aJb:6�0 1 Jlnd .peed nt
, .09 Dixon Street Sim
C:I:eeked 13y: !date:
1 �jrn��h C:cp �� �.i ► 7;mvh �_.;�.� ic�alia, GA 3047 L.A. :5/20/13
12 IWETAL BRACE ,1T 3'-0'--\
iBOVE FINI5HED FLOOR,
ATTACH TO EACH STUD
'.W/ (2) N 10 5ELF DRILLING
(,?,ABBER 5CRVN5. (1)
N r0 EACH FLANrE
YV METAL BRACE AT 3' _G'
�6OVE FIN15HED FLOOR.
ATTACH TO EACH STUD
Y/ (2) 410 5ELF DRILLING
RABBER 5CRVV5. (1)
rITO EACH FLANGE
�_:nd Wall framing Option
'CALE: 1/4'— P -OO
I/Z':9 I/c''(.0 XUL-AICU rL;U
,N" FA5TE'Ir0 " ✓i 4 114'-14
'4' 1! NH T7". NX/ I . \r ';' n.r-
?YZ - mdTAL BRACING,
TTACH ff-AU1 cNO TO 5TUD5 H
?) #10 JELr IUKIUING GRABBEI
CREN5, t I ) I N TO EACH FI -ANG
(NO -r[ rHAT rHi5 BRACING 15
:2UI9E0 ON SIDE WALL5 AS WE
50tH 310E5 OF EACH CORNER
EE 51.2 FOR SKID AND FLOOI
'PAMING
7WALL OPENING FOR SIDE WALLS AXE
ro 13E FRAMED 51MILAK TO THOSE
)HOWN HERE FOR ENDWAI L5
— '. - I /2' :< 1 /2• CCRRUGAr[:U
�14t-LS FASTENF-O WITH 1 /I+`-1.1
74' H4VH TRAXX/ I AT G` 0. C.
:nd Wall Framinq Option
:.ALE: 114"= V -O'
=E Hane�Lssociates, file.
Engineering do Conytructfi Plunnint;
1 -1. 0.31 i, 511.111tr•, ).C.:7M192- Y47nt:10-+ty.7r70
Ya - ZOcia. MEAL BRACING.
'ACM EACH EPID TO 5TIJ05'A
11 O SELF DRILLING GRABBEI
(I) I N TO EACH FI ANGI
)TE THAT TH15 BRACING 15
1.'?ED ON SIDE WALLS A5 WE
'H SiDE5 OF TACH CORNER
-'et i t ? ; f`e gKID ANU FLUOF
?aMING
end Wall Framing Option
:CALF: I /4'= V -V'
• • ••• • • • • •••
r • • •••10 • •
so 0
• • • . • • •
Wall Framinq Option
;CALE: 114"= V -O'
•• • w • •• Ve ••
• ••• • • •. • •• •
•• • • • • • ••• as
.M2* METAL BRACE AT 3'-0"
ABOVE FINI5HE0 FLOOR.
ATTACH TO EACH STUD
11V/ (2) #10 5ELF DRILLING
GRABBER 5CREW5, (1)
INTO EACH FLANGE
.'Ya' METAL BRACE AT 3-0"
ABOVE FINISHED FLOOR.
A TACH TO EACH STUD
.V/ (2) #10 5ELF DRILLING
(,RABBER SCREW5. ( I )
INTO EACH FLANGE
MOTE THAT rm5 URACING
15 REQUIRED ON 51DE
/ALL.S AS WELL (BOTH
-31DES OF EACH CCRNER)
r'te5e3 "'�+�� 'rV3re Oe5i,}ned in Single Wide Metal Master Plan I
.�CCorc{ 3rir,� Ir Designed.Sy.
-h >7? �O I O Florida 11 ark Builders I O.R.H.
Y10d
_ +09 Dixon Street Checked II
;idalia, (�A .39474 1'.L..V
Project No.
13EN224 -
"I165D/175C
�Itc: I
NDI
IIAPPROVEgf
OOCUMENT
7�L
i:ln►!o9�lc •
r rlurlstll t'�r/1u1e�t� �RiZ.3y
;Sfao`13
.heet I [umber:
S1.6
7 Ot 7
Opt
3
6'.0
6'-0'
is Wide
4
6'-0'
8'-0'
T-8'
4
6'-0'
10'-0'
T-8'
4
8
12--W
r-6'
4
8'-0•
8'-0'
7'-8'
4
9
10'-0'
r -s'
4
g' 0•
1 r-0'
r-6'
6
10
14'-0'
T-8'
8
8'-0'
16'-0'
r-8'
6
10'-0'
10--w
7'-0'
4
10'-0'
Ir -47
7"-0'
8
10'-0-
14'-0'
T-0•
6
10'-0•
16'-0'
T-0'
6
10'40-
20'-0'
T-00
8
10*4r
24'-0'
T-0•
10
10'-0'
26'-0'
r-0"
10
10'-0"
30'-0'
r-0'
12•
11'-0"
1 r -W
6'-8'
6
11'-0'
14'-0'
6'-0"
8
11'-0'
16'-0'
6'-0'
6
11'-0'
IT -O'
6'-8'
8 _
11'-0"
20'-W
6'-0"
8
11'-0'
22'-0'
6'-8'
10
11'-0"
24'-W
61-8'
10
11'-0'
26'-0'
6'-6"
12
11'-0'
28'-0'
61-6'
12
11'-0'
30'-0'
6'-6"
12
11'-0'
3r-0'
6* -6"
14
11'-0•
34'-W
61-8"
14
11'-0"
36'-0'
6'-0-
14
11'-0'
38'-0'
6'-8'
16
11'-0"
40'-0'
6'-6"
18
111-8'
17-T
6'-8"
6
11'-8"
14'-0•
61-8"
8
11'-8•
16'-0'
6'-0"
6
111-8•
18'-0'
6'-8"
8
11'-8•
20'-0'
6'-8•
8
11'-8"
2r-0'
6'-6"
10
11'-8•
24'-0'
6'$"
10
11'-8"
26'-0'
6'-0"
12
11'-8"
28'-W
61-8"
12 '
11'-8'
30'-0'
6'-8'
12
11'-8•
32'-0'
6'-6"
14
9
34'-0'
6'-6'
14
6'-8'
36'-0'
6'-0'
14
111-81
38'-0"
13'-8•
20'-0'
11'-8•
40'-00
a'$•
16
11'-8'
44'-0'
6
16
11'-8'
50'-0' 1
6'-6"
18
ANCHORING SCHEDULE
Sin
is Wide
Building BuUding INau.Bloek Blacks
Width Length -Spsch9
14
apt, Opt. Opt. Opt
1 2 3 4
13'-0'
14'-0'
6'-8'
9
3
5
8
7
13'-0'
18'-0'
6'-8'
9
4
6
9
8
13'-0'
1 18'-0'
6'-8'
10
4
6
10
9
13'-0'
20'-0'
61-8'
12'
4
7
11
10
13'-0"
22'-0"
6'.8'
12
4
7
12
10
I T -T
24'-0'
61-8'
15
5
8
13
11
13'-0'
28'-0'
61-8'
16
5
8
13
12
13'-0"
28'-0'
61-'
17
5
9
14
13
13'-0'
30'-0'
6'-8'
18
8 1
10
15
13
13'-0'
32'-0'
6'-8'
19
8 1
10
18
14
13'-0'
34'-W
e'-8'
20
8
11
17
15
13'-0'
38'-0'
6'-8•
21
7
11
18
18
13'-0'
38'-0'
8'-8•
22
7
12
19
17
13'-0'
40'-0'
&-w
24
7
12
20
17
13'-0'
42'-0'
61-0'
24
8
13
20
18
13'-0'
44'-0'
614•
24
8
13
21
19
13'-0'
46'-0'
&4r
25
1 8 1
14
22
1 20
13'-0'
48'-0'
6'-6'
26
9 1
14
23
20
17-T
50'-0"
8'-8'
27
9 1
15
24
21
13'-W
14'-0'
61-8'
12
3 1
5
9
8
13'-0'
16'-0'
6'4'
12
4 1
6
9
8
131-8'
18'-0'
6'-8'
14
4
7
10
9
13'-8•
20'-0'
6'-'
18
4
7
1 11
10
13'-8'
22'-0'
614"
20
5
8
12
11
13'-8'
24'-0•
6-0'
20
5
8
13
12
13'-8'
26'-0'
8'-8'
24
5
9
14
13
13'-8'
28'-0•
6'-8'
24
6
9
15
13
13'-8•
30'-0•
6'-W
24
8 1
10
18
1 14
13'-8'
32'-0'
61-8'
28
8 1
11
17
15
13'4'
34'-0•
6'-0'
28
7 1
11
18
18
13'-'
36'-0'
6'-0'
28
7
12
19
17
131-8'
38'-0•
6'-8'
32
7
12
20
17
13'-8'
40'-0'
61-'
32
8
13
21
18
13'-8'
42'-0"
61-W
32
8
13
21
19
13'-8'
44'-0•
6-8•
32
8
14
22
20
13'-8'
46'-W
6'-8"
38
1 9 1
15
23
21
13'-8•
48'-0'
6'-"
38
1 9 1
15
24
22
13'-8'
I 50'-0'
6'-8'
38
1 9 1
16
25
22
11
DESIGN PARAMEfER5
NIND CE51GN PER A5CE 7-10
2. OE51GN WINO SPEED. 165 / 175 (ULTIMATE)
3. UL7MATE WIND EXP05UPE CATEGORIES:
-5mvh: D 1 75rph: C
1 .VINO IMPORTANCE FACTCR: 1,0
5. ENCL05URE CLASSIFICATION: ENCLOSED
a. DESIGN MEETS INTERNATIONAL BUILDING
--CCE 2009 t PLCRJOA BUILDING CODE 2010
12
13
14
14
15
18
17
., Haney Associates, Inc.;
--- Engineering iii: Construction Planning
P.O. Ston J48. Jit JILIG J.C. 29682 - Phomm"!-646-7600
Anchor Attachment Option
# I
5IMPOSN 5PH4 (Olt.
3/ 16' GALVANIZED CABLE
16' O.C. AND I/2' DIAM. ASTM
ECUAU Q 16' O.C. AND
"iF- DOWN ENGINEERING
a�`'
(1) I /2'x4" A5TM A307
PART #51556 (OR
EQUIVALENT). TIGHTEN TO
i`J{�.
,1
GRADE A (MIN.) LAG 51OLT
7HRU BAge PLATE
3C0 LBS OF TENSION
1 h;
I,•
•
90IRU eas •
USE (3)-3/16' GALVANIZED"-�=
--" = —
5/8' DIA. THRU BOLT
CLAMP TIE DOWN
'MTH 2' WASHER,
MTH 2' WASttER
°NGINEERING PART
•' • • • • •
ASTM A307 GRADE A
.153606 (OR EQUIVALENT-).
4ix85i1 t e.
4115-L
MIN.) GALVANIZED OR
�3000
Cc
EQUIVALENT
5/8' OIAM.. X 48' `/'.
GROUND ANCHOR
,/�`�� Y�•r ff�j\".,.. .
NITH SINGLE G' `SR
318' DIAM.. X 48'
r.EUX (MODEL c;
GROUND ANCHOR
459065) %:
KITH SINGLE G' HELIX
MODEL #59065)
Anchor Attachment Option
# I
SIMPSON 5M4 (OR EQUAIa
Lao 5TU05, SEE PLANS
16' O.C. AND I/2' DIAM. ASTM
• •••
FOR SPACING
A36 (MIN.) ANCHOR BOLTS
BI. 2x6 • • • •
(1) 14125x4' A5TM A307
• i Btor VAr1 i• GR101!A (4NJ LAG BOLT
WITH A 5.5' MINIMUM
K0*A5E PLATE_
•
90IRU eas •
2x4 P.T. BOTTOM PLATE
EMBEDMENT AND A 1.75' MIN.
5iW DIA. THRU BOLT-
--
'MTH 2' WASHER,
EDGE 015TANCE. SPACE
*a_TMj307 GRADE A
•' • • • • •
P51 (MIN.) CONCRETE
ANCHOR5 AT 36' O.C.(MAX.)
• • 0 j, EQUIVALENT
eS_'_i •
�3000
){1, 77.
Ii I -
,r
Anchor Attachment Option #3
•. .. • • . ..
.. .
• • ••• • • •
• •••
5IMP05N 5PM4 (OR-
EQUAUa (a 16' O.G. AND
BI. 2x6 • • • •
(1) 14125x4' A5TM A307
• i Btor VAr1 i• GR101!A (4NJ LAG BOLT
"QUIR" POs i
K0*A5E PLATE_
•
90IRU eas •
••• •
ATTACHMENT.
5iW DIA. THRU BOLT-
--
'MTH 2' WASHER,
•
*a_TMj307 GRADE A
•' • • • • •
i . V INN'') GALVANIZED.
•
• • 0 j, EQUIVALENT
eS_'_i •
•
oleo ••
I
� Vf4vm
Anchor Attachment Option #2
5/8' DIA. X 48'
ROUND ANCHOR
,PITH SINGLE G' HELIX
;MODEL #59065)
01ST 2XG
BLOCIUNG
REQUIRED POR
THRU BOLT
ATTACHMENT.
Anchor Attachment Option #2
3/1 G* GALVANIZED CABLE TIE
DOWN ENGINEERING PART
#51556 (CR EQUIVALENT).
GHTEN TO 500 L55 Of TEN510N
MINUTE MAN MMA- 18 OR EQUAL W/
5/8' 51MF50N TITEN OR WEDGE -ALL
'MBEDED 3' MIN. INSTALLA
MINIMUM OF 4' FROM SLAB EDGE.
SECTION OF 5TUD BLACKING
iN51DE WALL TRACK, SAME GA. A5
NALL STUDS. (4)4 12 x 3/4'
SCREWS IN EACH FLANGE, AT EACH
ANCHOR LOCATION OR U5E A
51MP50N BPS I/2'x3' OR EQUAL
METAL STUD
NALL TRACK
3000 P51 (MIN.)
CONCRETE SLAB
Nail Track Blocking Required for
GENERAL NOTES anctionnq of Floorie» Metal Buildings
DESIGN FOR MIN-2.5CO-P51 CONCRETE
?. >U_ r'EUX ANCHORS MUST MEET THE MINIMUM 'WORKING LOAD OF 3150 Ibs. AND AN ULTIMATE LOAD OF 4725 !be.
3. ANCHORS MU5T BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE CAUSED UPON
NSTALLATiON WILL VOID ANCHOR AND MUST BE DISCARDED.
4. CCNTRACTOR 5HALLVISIT THE 51TE AND THOROUGHLY FAMILIARIZE THEM5ELF WITH EXISTING CCNOITION5. CONTRACTOR 15
-�E5PON5IBLE FOR MEETING 501L CLASSIFICATION FOR 51ZING HELICAL ANCHOR5 PER MANUFACTURER'S REQUIREMENT5.
CNE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 12* OF CORNER
ANY REQUIRED INTERMEDIATE ANCHCR5 SHALL BE PLACED EQUAL 015TANCE5 APART FROM EACH OTHER.
"E ANCHOR MUST BE IN THE 51TE 501L CLA55 IN WHICH TME LOAD REQUIREMENTS WERE 5ET.
3. _:!E TIE -DOWN ENGINEERING (OR CCMPARABLE) I/2' X 3(7 GROUND ANCHOR WIT 11 SINGLE 4' HELIX OR 5/8' DIA. X 40' AND 48'
ROUND ANCHOR WITH SINGLE G' HEUX
3. `15TALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED BY TIE DOWN ENGINEERING, INC TO INCLUDE
'EQUIREMENT5IN5 FOR 5PAC;NG AND 51TE SPECIFIC 501L CONDITIONS
0. MAXIMUM STRUCTURE HEIGHT 15 12 FEET (MAXIMUM WALL HEIGHT OF 6 FEET).
NI,MBER OF ANCHOR5 U5TED IN ANCHOR SCHEDULE ARE THE MINIMUM REQUIRED NUMBER OF ANCHORS TO RUN DOWN EACH
DEWALL (THE TOTAL NUMBER OF ANCHORS REQUIRED PER BUIUDING WOULD BE 2X THE NUMBER U5TED IN THE SCHEDULE)
•
These PIan5 Were Designed in
;Accordance with the 201 O Mordial
j Building Code for a Ultimate Wind
Speed up to 165-D / 175-C
anchor Attachment Option #4
Sheet Number.Foundation Anchoring PlansDe eHBy��D.OR13EN224 ^
j
LARK BUILDERS
409 DICKSON STREET � Checked By: Date: jF1 •
VIDALIA, GA. 30474 ( C.L.A. 1)4/20/13 I
--- -- of 1 _.