RC-12-1749Miami Shores Village
�." vls-7�
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: 305 795.2204 Fax: 305 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
PJi qL
ERMIT APPLICATION
Permit Type:
JOB ADDRESS:
BUILDING
/4� 3
S
Permit No.
Master Permit No.124:�i.(E_— 1,719
U11 I ]
City: Miami Shores County: Miami Dade Zip:
Folio/Parcelt
Is the Building Historically Designated: Yes NO Flood Zone:
1 Ail n / f _ ion ,"'?
OWNER., Name (Fee Simple
Tenant/L/e�s�see Name: ,�n ,p Phone#:%t�f �S
C
Email: i A t ��L d 4 1 s
CONTRACTOR Company Name: ��Z Phone#:
Address:
City: State: Zip:
Qualifier Name:
State Certification or Registration #: Certificate of Competency #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ ®b Square/Linear Footage of Work: S r
Type of Work: VAddition _ DAlteKation ONew ORepair/Replace ODemolition
Description of Work:
Color thru tile:
Submittal Fee $5( �� Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
Technology Fee $
Jc
TOTAL FEE NOW DUE $
M
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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.
14
Signature LSignature
Owner or Agent Contractor
The foregoing instrument was acknowledged before
�mee�this
day of5f 20 L`; by �t M�1t (11th1 N2 ;
who is personally known to me or who has produced 4qu 1p .
As identification and who did take an oath.
The foregoing instrument was acknowledged before me this
day of , 20 _, by ,
who is personally known to me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
"lilt
NOTARY PUBLIC:
~\` ,�'—
Sign:
= �
Sign:
-9C O
Print:
= AN,�oh' c
Pant
My Commission Expires:
My Commission Expires:
BY �1,�/�---��Plans
APPROVED
Examiner
Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores,- Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: /(A1ATE:
ADDRESS: T9 N F q 6 Sfi Al) i N1 i S �� eg 1 �` 33 13
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the $tate of plorida, FS 489.103(7).
And I have read and understood the following disclosure statement, which entitled 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 b& built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state
law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your
supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all'applicable laws, ordinances,
buildings codes and zoning regulations.
Please read and initial each paragraph.
1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder
permit under an exemption from the law. The exemption specffies that I, as the owner of the properyr listed, may actas my own
contractor with certain restrictions even though I do not have a license.
Initial w�
2. 1 understand that building permits are not required to be signed by a property owner unless he or she 16 responsible for the
construction and is not hiring a licensed contractor to assume responsibility.
Lnitial
3. 1 understand that, as an owner builder, I am the responsible party of record on a pernk 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 irwtead of my own
name. I also understand that the contractor is required by law to be licensed in Florida and to list his or License numbers on
permits and contracts.
initial
4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I,may also build or improve
a commercial building if the costs do not exceed $75,000. The building or residence must tie formy 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 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
-A� ,
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.
lnfiial L
I understand that it Is frequent practices of unlicensed persons to have the property owner obtain an owner-bullder permit that
erroneously Implies that the properly owner is providing his or her own labor and materials. I, as an owner-bullder; may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employeas while'
working on my property. My homeowner's insurance may not provide coverage for those Injuries. I am willfully acting as an.
ownerbuilder 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 employe 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
I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable
laws and requirement that govem 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 h J/www.m ioddalicense.com/db r/�ro/ciibCn ex tml
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:
2 3 S AJ Egt g 9t' ALAN FL --q31 39 /r
Initial (�`
12. 1 agree to notify Miami Shores Village immediately of any additiors, deletions, or changes to any of the information that I
have provided on this disclosure.
Initiai_o&fL--
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 Ucensing 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 'courL 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 property 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 4'U day of , 20
B H'467,%i��-who was personally known to me or who has
Y
Produced there License r l as identifi \vera
NER
IREMENTS
3/1 G' GALVANIZED CABLE TIE
DOWN ENGINEERING PART
#51556 (OR EQUIVALENT),
TIGHTEN TO 500 L135 OF TENSION
MINUTE MAN MMA -18 OR EQUAL W/
5/8" 51MPSON TITEN OR WEDGE -ALL
EMBEDED 3" MIN. INSTALL A
MINIMUM OF 4" FROM SLAB EDGE,
Typical Deta115 for Concrete In5tallatlon5
3/ I G" GALVANIZED CABLE TIE
DOWN ENGINEERING PART
#51556 (OR EQUIVALENT),
TIGHTEN TO 500 L135 OF TEN51ON
USE M-3/1 G" GALVANIZED CLAMP
TIE DOWN ENGINEERING PART
#53800 (OR EQUIVALENT)
I 10 MPH WIND ZONE
I/2" DIA. X 30" GROUND ANCHOR WITH
SINGLE 4" HELIX (MODEL #59055)
130 AND 150 MPH WIND ZONE
5/8" DIA. X 40" GROUND ANCHOR WITH
SINGLE G" HELIX (MODEL #59060)
160 MPH WIND ZONE -
SEE GENERAL NOTE # I C
(SEE CHART FOR QUANTITIES)
(2) - 51MP50N "H3" Q 14" O.C.
(I 10-130mph) OR'5PH4" ® I G" O.C.
(150-1 GOmph) AND (I) 1/2"x4" LAG
BOLT THRU BASE PLATE
5/8" DIA. THRU BOLT WITH 2" WA5HER,
A449 GALVANIZED OR EQUIVALENT
110 MPH WIND ZONE:
5/8" DIA. X 40' GROUND ANCHOR WITH
SINGLE G" HELIX (MODEL #59060)
130 AND 150 MPH WIND ZONE:
5/8" DIA. X 48" GROUND ANCHOR WITH
SINGLE G" HELIX (MODEL #59065)
160 MPH WIND ZONE -
SEE GENERAL NOTE # 10
(SEE CHART FOR QUANTITIES)
Typical Deta115 for Masonry Block In5tallatlon5
HILTI KWIK BOLT MIN. 1/2" DIAM. WITH
A 5.5" MINIMUM EMBEDMENT AND A
1.75" MIN, EDGE DISTANCE. SPACE
ANCHORS AT 5'-0" O.C. FOR G'-0" TO
10'-6" BUILDINGS, 4'-0" FOR I O' -G" TO
14'-0" BUILDINGS
(2) - SIMPSON "H3" Qa 14" O.C,
(1 10-130mph) OR "5PH4" ® I G" O.C.
(150-1 GOmph) AND (1) 1/2x4' LAG
BOLT THKU BASE PLATE
5/8" DIA. THRU BOLT WITH 2" WASHER,
A449 GALVANIZED OR EQUIVALENT
110 MPH WIND ZONE -
5/8" DIAM.. X 40" GROUND ANCHOR
WITH SINGLE G" HELIX (MODEL #59060)
130 AND 150 MPH WIND ZONE -
5/8" DIAM.. X 48" GROUND ANCHOR
WITH SINGLE G° HELIX (MODEL #59065)
160 MPH WIND ZONE -
SEE GENERAL NOTE # 10
(SEE CHART FOR QUANTITIES)
STUDS, SEE PLANS FOR SPACING
P.T. BOTTOM PLATE
• I li� 1�I 1 1�I 1 1
Typical Anchorinq of a Floorle55 Bullding5 to Concrete 51ab Detail
DBI. 2xG BLOCKING
REQUIRED FOR
THRU BOLT
ATTACHMENT.
..4" : z i q • �e
DBI. 2xr& BLOCKING
REQUIRED FOR
THKU BOLT
ATTACHMENT.
DESIGN PARAMETER5 11-0" -0" TA"
11'-0' 14 W'-0' I FZr
1. WIND DESIGN PER A5CE 7-10
2. DESIGN WIND SPEED - I I OMPH - 130MPH -150 MPH - I GO MPH
3. WIND EXPOSURE CATEGORIES:
I I Omph: B, C 4 D- 130mph: B. C 4 D- 150mph: B, C 4 D- I GOmph: 6 4 C
4. WIND IMPORTANCE FACTOR: 1.0
5. ENCL05UU CLASSIFICATION: ENCLOSED
G. DE51GN MEETS INTERNATIONAL BUILDING CODE 2009 4 FLORIDA BUILDING CODE 2010
GENERAL NOTES
ANCHORING SCHEDULE
I 18'-0" I
r 0"
Building Bullding Max. Block Number 110 130 150 100
VVldth Length Spacing of Blocks IMPH MPH MPH MPH
8140°
10'-0"
r4r
4
1 2
2 2
2
V-0"
12-0'
r4r
4
2
2 2
2
8'-0"
81-0"
r4r
4
2
2 2
2
v4r
10'-0"
r4r
4
2
2 2
2
8'-0"
12'-0"
r-8"
6
2
2 2
2
8'-0"
14'-0°
r4r
6
3
3 3
3
8'-0"
18'-0"
r4r
6
3
3 3
3
10'-0"
10'-0"
r-0"
4
2
2 2
2
10'-0'
17-V
r-0"
6
2
2 2
2
10'-0"
14'-0'
r-0"
6
3 1
3 3
3
DESIGN PARAMETER5 11-0" -0" TA"
11'-0' 14 W'-0' I FZr
1. WIND DESIGN PER A5CE 7-10
2. DESIGN WIND SPEED - I I OMPH - 130MPH -150 MPH - I GO MPH
3. WIND EXPOSURE CATEGORIES:
I I Omph: B, C 4 D- 130mph: B. C 4 D- 150mph: B, C 4 D- I GOmph: 6 4 C
4. WIND IMPORTANCE FACTOR: 1.0
5. ENCL05UU CLASSIFICATION: ENCLOSED
G. DE51GN MEETS INTERNATIONAL BUILDING CODE 2009 4 FLORIDA BUILDING CODE 2010
GENERAL NOTES
11'-0°
I 18'-0" I
r 0"
11'-0° 20'-0"
r -V
11'-0" 24'-0"
r-0"
11'-0" 30'-0"
r-0"
111-0' 38'-0"
r-0"
11'-0" 40'40'
r-0"
11'-8" 12'-0"
E4—r
11'4r 14'-0"
8'-8'
111-8" 18'-0"
aw
11'-8" 20'-0•
s'-5"
I.
2.
3.
4.
5.
G.
7.
8.
9.
10.
11.
12.
13.
DE51GN FOR MIN 2,500 P51 CONCRETE
ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3150 Ibs. AND AN ULTIMATE LOAD OF
47251175.
HELICAL ANCHORS FOR I GOmph WIND ZONES MUST MEET A MINIMUM WORKING LOAD OF 3484 Iba.
AND AN ULTIMATE LOAD OF 5200 Iba.
ANCHORS MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE
CAUSED UPON INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED,
CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMIUARJZE THEM5ELF WITH EXISTING
CONDITIONS. CONTRACTOR 15 RESPONSIBLE FOR MEETING SOIL CLASSIFICATION FOR SIZING HELICAL
ANCHORS PER MANUFACTURERS REQUIREMENTS.
ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 12" OF CORNER
ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES APART FROM EACH OTHER.
THE ANCHOR MUST BE IN THE SITE 501L CLA55 IN WHICH THE LOAD REQUIREMENTS WERE SET.
USE TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2' X 30" GROUND ANCHOR WITH SINGLE 4" HELIX OR
5/8" DIA. X 40" AND 48" GROUND ANCHOR WITH SINGI E G" HELIX
FOR I GOmph WIND ZONES USE TIE -DOWN ENGINEERING (OR COMPARABLE) MODEL # 59090 3/4" DIAM.
x 3G" WITH A DOUBLE 4" HELIX (USE IN SOIL CLASSES 2) OR MODEL # 59250 5/8" DIAM, x 30" WITH A G"
HELIX AND A 4" HELIX (USE IN 501L CLASSES 344)
INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED BY TIE DOWN
ENGINEERING, INC TO INCLUDE REQUIREMENT51N5 FOR SPACING AND SITE SPECIFIC SOIL CONDITIONS
MAXIMUM STRUCTURE HEIGHT 15 12 FEET
NUMBER OF ANCHORS LISTED IN ANCHOR SCHEDULE ARE THE MINIMUM REQUIRED NUMBER OF
ANCHORS TO RUN DOWN EACH SIDE WALL (THE TOTAL NUMBER OF ANCHORS REQUIRED PER BUILIDING
WOULD BE 2X THE NUMBER LISTED IN THE SCHEDULE)
DESIGNED FOR:
LARK DUILDER5
409 DICK50N STREET
VIDALIA, GA. 30474
PROJECT NUMBER:
12EN224
DATE: April 12th, 2012
V -S'
Haney Associates, Inc.
Engineering & Construction Planning
P.O. Box 3A Sia Mile, S.C. 2%82 - Phone: 864-646-7600 Alt#: 864-634-1300
FLORIDA DEPARTIVlBIVT OF
Rick Scott rEuL \L John H. Armstrong, MD, FACS
Governor State Surgeon General
November 05, 2012
Alberto Martinez-Ariizala
1238 NE 96 Street
Miami, FL 33138
RE: Contingency Letter
Application Document No: AP1087030
Centrax Permit Number: 13 -SC -1437158
OSTDS Number:
1238 NE 96 St
Miami, FL 33138
Lot:9-11 Block:84
Dear Applicant:
Subdivision: Miami Shores Sec 3
This will acknowledge receipt of an application dated 10/26/2012 for a permit to use an
existing onsite sewage treatment and disposal system located on the above referenced
property.
Proposed installation of a shed at the back yard.
From a review of your completed application, it has been determined your existing system is
adequate for the proposed use.
If you have any questions on this matter, please call our office at (305) 623-3500.
Enclosures
cc:
Sincerely,
Carl a
Miami -Dade County Health Department
1725 NW 167 St, Opa Locka, FL 33056
Phone: (305) 623-3500. Fax: (305) 623-3645 . http://www.MyFloridaEH.com
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STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
`Dedicated to making Florida a better place to call home"
cHAWE CRW THOMAS G. pamm
c,�« sea+oean►
October 19, 2010
Robert Moore
Lark Builders. Inc.
PG Drawer 629
Vidalia. GA. 30475
RE: Mamdadumr Ce ftatim>; ID MFT --114; Exertion Date: Deer 16, 2013
3'; �i `- s -Y a'.;2 ��: • �i � r� �- r �� -: t'a :=►♦r, i�•:! :lir�.�, ,r: i� ��. •ra �, :.i���
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cc Hadonal Dedp end kopec#oa, kr.
25718 SHUMAR0 OAK BOULEVARD ♦ TALi.AHASSEe. FL 3239.9-2186
850-488-8466-(p) # $50-821-0781 (i) 4 Website: vvww �foa.state.fl.�s
. oa tttr a QUO MM H • RXNMC0WMMMMW N esoe2��raW . -
- . Haes�aw��r� fat Ia •
3/1 G° GALVANIZED CABLE TIE
DOWN ENGINEERING PART
#51556 (OR EQUIVALENT),
TIGHTEN TO 500 LBS OF TENSION
MINUTE MAN MMA- 18 OR EQUAL W/
5/8° 51MP50N TITEN OR WEDGE -ALL
EMBEDED 3' MIN, INSTALL A
MINIMUM OF 4' FROM SLAB EDGE.
-411 G- GALVANIZED CABLE TIF
DOWN ENGINEERING PARI
#51556 (OR EQUIVALENT)
TIGHTEN TO 500 LBS OF TENSION
USE (3)-3/16° GALVANIZED CLAMF
TIE DOWN ENGINEERING PART
#53806 (OR EQUIVALENT)
110 MPH WIND ZONE
1/2' DIA. X 30' GROUND AN HOR
WITH SINGLE 4° HELIX
(MODEL #59055) FOR SOIL CLA55 2
130 AND 150 MPH WIND ZONE
5/8° DIA. X 40' GROUND ANCHOR
WITH SINGLE G° HELIX
(MODEL #59060) FOR SOIL CLA55 3
!GO MPH WIND ZONE.
SEE GENERAL NOTE # I O
(SEE CHART FOR QUANTITIES)
Details for Concrete In5tallatlon5
(2) - 51MP50N 'H3' Qa 14' O.C.
(I 30mph) OR'9PH4° Q I G°
O.C. (150-1 GOmph) AND (1)
1/2'x4° LAG BOLT THRU BASE
PLATE
5/8' DIA. THKU BOLT WITH 2° WASHER,
A449 GALVANIZED OR EQUIVALENT
5/8' DIA. X
WITH SINGLE G° HELI(
(MODEL #59060) FOR 501L CLASS 3
130 AND 150 MPH WIND ZONE:
5/8° DIA. X 48' GROUND ANCHOR
WITH SINGLE G° HELI(
(MODEL #59065) POR SOIL CLA55 3
160 MPH WIND ZONE -
SEE GENERAL NOTE # 10
(SEE CHART FOR QUANTITIES)
Deta115 for Ma5onry Block In5tallatlon5
(2) - 5IMP50N 'H3' ® 14' O.C.
(I 30mph) OR 15PH41 Q I G' O.C.
(150-1 GOmph) AND (1) 1 /2'x4'
LAG BOLT THRU BASE PLATE
5/8' DIA. THRU BOLT WTfH 2' WASHER,
A449 GALVANIZED OR EQUIVALENT
5/8' DIAM.. X 40° GROUND ANCHOR
WITH SINGLE G° HELIX
(MODEL #59060) FOR 501L CLASS 3
130 AND 150 MPH WIND ZONE -
5/8° DIAM.. X 48° GROUND ANCHOR
WITH SINGLE G° HELIX
(MODEL #59065) POR 501L CLA55 3
1 GO MPH WIND ZONE -
SEE GENERAL NOTE # I
(SEE CHART FOR QUANTMES)
GENERAL NOTES
I . DESIGN FOR MIN 2,500 PSI CONCRETE
2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3150 IL-6. AND AN ULTIMATE
LOAD OF 4725 lbs.
3. HELICAL ANCHORS FOR 160mph WIND ZONES MUST MEET A MINIMUM WORKING LOAD OF 3484
lbs. AND AN ULTIMATE LOAD OF 5200 Ibs.
4. ANCHORS MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR
DAMAGE CAUSED UPON INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED.
5. CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF WITH EXISTING
CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR MEETING 501L CLASSIFICATION FOR SIZING
HELICAL ANCHORS.
G. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 12° OF CORNER
7. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES APART FROM EACH
OTHER.
8. THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD REQUIREMENTS WERE SET.
9. USE TIE -DOWN ENGINEERING (OR COMPARABLE) 112'X 30° GROUND ANCHOR WITH SINGLE 4°
HELIX OR 5/8' DIA. X 40' AND 48° GROUND ANCHOR WITH SINGLE 6° HELIX
10. FOR I GOmph WIND ZONES USE TIE -DOWN ENGINEERING (OR COMPARABLE) MODEL # 59090 3/4'
DIAM. x 36' WITH A DOUBLE W HELIX (USE IN SOIL CLASSES 2) OR MODEL # 59250 50 DIAM. x
30' WITH A G° HELI( AND A 4° HELIX (USE IN 501L CLASSES 364)
11. TESTED SOIL CAPACITY FOR TIE DOWN 1/2'X 30' ANCHOR = 500 FT. LB.
12. TESTED 501L CAPACITY FOR TIE DOWN 5/8"X 40' ANCHOR = 375 FT. LB
13. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED BY TIE DOWN
ENGINEERING, INC TO INCLUDE REQUIREMENT51NS FOR SPACING AND SITE SPECIFIC 501L
CONDITIONS
14. MAXIMUM STRUCTURE HEIGHT 15 12 FEET
15. NUMBER OF ANCHORS LISTED IN ANCHOR SCHEDULE ARE THE MINIMUM REQUIRED NUMBER OF
ANCHORS TO RUN DOWN EACH SIDE WALL (THE TOTAL NUMBER OF ANCHORS REQUIRED PER
BUIUDING WOULD BE 2X THE NUMBER LISTED IN THE SCHEDULE)
DESIGN PARAMETERS
1. WIND DESIGN PER A5CE 7-10
2. DESIGN WIND SPEED - I I OMPH - 130MPH -150 MPH - I GO MPH
3. WIND EXPOSURE CATEGORY: C
4. WIND IMPORTANCE FACTOR. 1.0
5. ENCLOSURE CLASSIFICATION: ENCLOSED
G. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 6 FLORIDA
BUILDING CODE 2010
SOIL CLASS DESCRIPTIONS:
SOIL CLA55-2 -
Y DE D C SANDS, COARSE GRAVEL, COBBIE5, PRELOADED
SILTS, CLAYS AND COARL. A TEST PROBE TORQUE VALUE OF 550+Ibs-m
SOIL CLASS 3 - MEDIUM DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS AND CLAYS. A
TEST PROBE TORQUE VALUE OF 350-550lb5-In
DESIGNED FOR:
LARK BUILDERS
409 DICK50N STREET
VIDALIA, GA. 30474
PROJECT NUMBER:
12EN224
DATE: March 27nd, 2012
'DBI. 2xG BLOCKING
REQUIRED FOR
T11RU BOLT
ATTACHMENT,
-DBI. 2x6 BLOCKING
REQUIRED FOR
THRU BOLT
ATTACHMENT.
Me
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u.......
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ANCHORING SCHEDULE
�dhv
WMM
�dIm
Max. Bleak
BPealr�
Number 110 130 1n 160
of McIm PH mpH MPH MPH
V4r
lV4r
r-6°
4
2
2
2
2
s'-0°
12'-0'
r-8°
4
2
2
a
2
s o°
6-0°
r-6°
a
z
a
a
z
8'
10'-0°
T 8'
4
2
2
2
2
8'-0'
1744
T4°
8
2
2
2
2
7.0'
14'-0'
r48°
8
3
3
3
1 3
NO
19-W
r4'
8
3
3
3
3
100
10'-0° I
T4'
4
2_2
2
2
10'-0°
12'-0'
F T4'
6
2
2
2
2
10'47
14'-0'
T 0'
8
3
3
3
3
10'-0'
16'4r
r4r
8
3
3
3
3
10'-0°
WO
r4'
8
3
3
3
3
1W4r
24'47
r4r
10
4
4
4
4
10'-0'
30'47
Tor
12
6
6
b
6
747
747
r4r
6
2_2
2
2
11'4r
14'47 I
Tor
8
2
2
2
2
11'-0'
194r
Tor
8
2
2
2
2
11'47
2(r-0'
T4'
8
3
3
3
3
11'0
24'4r
7 W10
3
3
3
3
11' 0°
30'47
r4r
12
4
4
4
4
11'4r
38'4r
T-0'
14
4
4
4
4
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40'40°
r4r
18
6
S
5
-i—
11'4r
1247
6'4i
8
2
2
1 2
2
19'4Y
1447
8'-0'
8
2
2
2
2
11'41
18'-0'
8'4i
6
3
3
3
3
11'-8'
2(4r
s'4r'
8
3
3
3
3
11'48°
24-0'
8'4r'
10
3
9
3
3
11' 8'
30 0'
843
12
4
4
4
4
11'46°
38'47
8'4i
14
5
a
6
5
11'48'
40'47
8'-0°
1s
6
b
5
6
11'-8°
44'-0'
B43°
1s
8
6
8
6
11'4r
50'-0°
8'-8'
18
8
8
6
6
13'-0'
14'4r
e4r
8
2
2
2
2
13 0°
16'4r
8'49°
9
3
3
3
3
13'47
2(Y -Cr
843°
12
3
3
3
3
13'-0°
24-0°
643'
1b
4
4
4
4
174r
30'40'
8'49°
18
4
4
4
4-
I3_(1°
38'-0'
84
21
5
5
5
5
13'-0°
40'47
8'49'
24
8
6
8
6
13'-0'
44'-0'
94i
24
6
8
B
1 8
13'40'
60'4°
V -r
27
7
7
7
7
13'-8'
14-0°
84°
12
2
2
2
2
13'-6°
18'47
849'
12
3
3
3
3
13'49°
20'4-
6'49°
18
3
3
3
3
17-8'
24'47
8'49•
20
4 1
4
4
4
13'4'
30'-0°
s'-8'
24
5
6
b
5
13'49°
38'4°
s'-0'
28
5
5
6
6
13'49'
40 0°
843°
32
8
8
8
6
13'-8°
44'-0°
8'49°
32
8
6
6
8
1349°
50'4r
8'49°
38
7
7
7
7
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GENERAL NOTES:
165 M h Ex
I . THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009
IBC BUILDING CODE � 2010 FLORIDA BUILDING CODE. WIND
LOADING DESIGNED IN ACCORDANCE WITH THE ASCE - 7-1 O.
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE
ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE
TIME OF MANUFACTURE.
3. WRITTEN DIMEN51ON5 SHALL TAKE PRECEDENCE OVER SCALED
DIMENSION.
4. OUT5IDE OVERALL DIMEN51ON5 CAN VARY BETWEEN LIMITS SHOWN
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED.
5. LUMBER USED FOR CONSTRUCTION SHALL BE A5 FOLLOWS:
FLOOR J015T5- 2x4 5.Y.P.#2-(1 2-)5% MOISTURE CONTENT)
2xG 5.Y.P.#2-(12-15% MOISTURE CONTENT)
2x8 5.Y.1`12-02-15% MOISTURE CONTENT)
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRE55UR€ TREATED:
SKIDS, FLOOR JOISTS AND 3/4" T*G FLOOR SHEATHING
7. TRU55 DE51GN€D TO SUPPORT D.L.+L.L.=30 P.5.F.
8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND
SUBJECT TO LOCAL JURISDICTION APPROVAL.
9. ALL ALUMINUM TO B€ 3005-3105 ALLOY WITH 32,000 P51 MINIMUM
YIELD STRENGTH.
10. ROOF SLOPE 5HALL BE 3:12 WHEN 5HINGLE5 ARE APPLIED, 5Ef' FBC
1507.2 FOR 5HINGLE REQUIREMENT5. ROOF SLOPE FOR METAL
ROOFS SHALL MEET MANUFACTUREK5 RECOMMENDATIONS.
11. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL
5TUD5 AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD.
12. ROOF 5LOPE5 BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION
1507.2.8 OF THE F.B.C. 2010
13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE
LOCAL CODES AND THIS 15 NOT A FOUNDATION DESIGN.
14. BUILDING 15 CLASSIFIED AS TYPE "5" (STORAGE)
15. ALUMINUM WINDOWS - TYPE, SIZE, QUANTITY, AND LOCATION MAY
VARY.
I G. ALL FASTENERS INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED
FASTENERS.
17. MANUFACTURER INSTALLATION 5TANDARD5 SHALL BE FOLLOWED IN
ORDER FOR THESE DE51GN DRAWINGS TO ACCURATELY REFLECT
FIELD PERFORMANCE CONDITION5.
18. THESE STRUCTURES 5HALL NOT BE USED FOR COMBUSTIBLE OR
HAZARDOUS MATERIAL.
20. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED
ALUMINUM, MASA ALUMINUM, 4" LAP ALUMINUM, 5/8" P.T. T I - I I
SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, HARDI BOARD,
STEEL 51DING AND "PLEKO" STUCCO ON 5/8" DENSE GLA55 GOLD
AND POLYCARBONATE GREENHOUSE PANELS
21. ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE
WITHOUT THE USE OF A KEY.
Haney Associates, Inc.
Engineering 8a Construction PlanningP.O. Bos 348, Six hiite, S.C. 29682 - Phone:864646-7600
• , •
409 Dixon Street
Vidalia, 0A 30474
Sheet Index
S1.0
Cover d General & Design Notes
S1.1
�m Electrical & General Floor Plan
51.2
Skids & Floor Framing Pian
S1.3
S1.4
Skid and Floor Framing Details
Roof Framing & Schedule
S1.5
Typical Frame Section Details
S1*.6
__- End Wall Frame Options -
GENERAL NOTE5 CONTINUED:
22. DOOR SHALL BE 2 114" x I I/ I G" ALUMINUM EXTRUDED
FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM.
DOOR ATTACHED TO VERTICAL 2x4.
23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS,
GARAGE DOORS, GO" x 72" ALUMINUM DOOR, 32" AND
48" SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE,
SIZE, QUANTITY, AND LOCATION MAY VARY.
24. PREMANUFACTURED DOOR5 THAT MEET APPLICABLE CODES
MAY BE USED INSTEAD OF DOORS 1.15TED ABOVE
25. MAXIMUM WALL HEIGHT TO BE 647
2G. ALL BRAND MATERIALS SPECIFIED MAY BE 5UB5TITUTED
FOR EQUIVALENT OR GREATER PRODUCT.
27. ALL BUILDINGS (EXCEPT TH05E IN USE AS AN ACCE55ORY
BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER
400acl.ft.) MUST HAVE ATLEA5T (1) 32"x80" (MIN.) DOOR.
28. ROOF FRAMING AND WALL FRAMING TO BE 3%" METAL
5TUD5 SPACED AT A MAXIMUM OF 24" O.C.
These Plans Were Designed In
Accordance with the 2010 Florida
Building Code for a Wind Speed of
165 m.p.h.
DE51GN PARAMETER5: (HIP -GABLE ROOF)
[WIND DESIGN PER A5CE 7-10, SEISMIC DESIGN PER A15C 341-051
I .
WIND VELOCITY:
1 G5mrh t 1��7
2.
WIND IMPORTANCE FACTOR:
1.0��
3.
WIND EXPOSURE:
D
4.
INT. PRESSURE COEFFICIENT:
0.18����
5.
ENCL05URE CLA551FICATION:
ENCLOSED Pts
G.
COMPONENTS AND CLADDING:
-ROOF LOAD (ZONE # 1):
+27.4/-5G.0 P5F
-ROOF LOAD (ZONE #2):
+27.4/-78.9 P5F l
-ROOF LOAD (ZONE #3):
+27.4/-124.6 P51'
-WALL LOAD (ZONE #4):
+59.5/-G5.2 P5F
-WALL LOAD (ZONE #5):
+GO.G/-7G.G P5F
-WALL LOAD (ZONE #405):
+60.0/-70.9 P51'
7.
FLOOR DESIGN LIVE LOAD:
125 P5F
8.
FLOOR DESIGN DEAD LOAD:
12 P5F
9.
ROOF DE51GN LIVE LOAD:
20 P5F
10.
ROOF DESIGN DEAD LOAD:
SELF WEIGHT
1 1. WALL DE51GN LOAD: 8 P5F
12. COMBINATION LOADS: AS PER A5CE 7-10
13. 5E15MIC USE GROUP: B
14, BUILDING CATEGORY: 1
15. BUILDING OCCUPANCY: STORAGE - NON HABITABLE
I G. CONSTRUCTION TYPE: V B
17. ALLOWABLE FLOORS: 1
18. EXTERIOR WALL FIRE RATING: 0
19. DE51GN OVERHANG: 8 INCH
20. DE51GN MEETS INTERNATIONAL BUILDING CODE 2009 * FLORIDA
BUILDING CODE 2010
21 . THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE
FOLLOWING CODES:
-2010 FLORIDA BUILDING CODE
-2010 FLORIDA MECHANICAL CODE
-2010 FLORIDA PLUMBING CODE
-2012 FLORIDA ACC€551BILITY CODE
-2009 INTERNATIONAL BUILDING CODE
THESE BUILDINGS ARE EXEMPT FROM THE THE 201 O FSC ENERGY
CODE IN ACCORDANCE WITH 10 1.5.2
-SITE INSTALLED ITEM5:
I . THE COMPLETE FOUNDATION SUPPORT AND TIE -DOWN SYSTEM.
2. RAMPS, STAIRS AND GENERAL ACCE55 TO THE BUILDING.
3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE
BUILDING.
4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND
R318.G
NOTE: TH15 L15T DOES NOT NECE55ARILY LIMIT THE ITEMS OF WORK
AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE
INSTALLATION. ALL 51TE RELATED ITEMS ARE SUBJECT TO LOCAL
Single Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
Designed By:
Project No.
I2EN224
O.R.H. i
-
SWMI65D
Checked By:
Date:
C.L.A.
10/20/12
&Sb
U RUM&
Ener Rod& CmiWmW
on file d ND1 hoadlte1°s
i dng as > it ngpR
Tf Prim comply with the
Florida Unnufectured Bid.
Act ®nd adopted Codes and
Ahm to the follow. N-CritsrW:
onsYrucftn Tym'
Occupancy
1
Md
W Raft 04 Ext Woos -
Plat d Stu / b
Agow.Flow Coif J2CS
Approval G /2
let9. t�2 �
r6v> 4 t ! does no4,
WN or Approve ally mviation
t of
la/aorta
4
,heet Number
ELECTRICAL NOTE5:
I . WHEN AIR CONDITIONING 15 IN5TALLED IN THI5 BUILDING, IT 5HALL BE
THE RE5PON51BILITY OF THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY WIRE AND BREAKER 51ZE5 FOR ACTUAL
HVAC UNIT(5) INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH
THE NATIONAL ELECTRIC CODE LATE5T EDITION.
2. FLEXIBLE CONDUIT FOR LIGHT FIXTURE5.
3. EACH CIRCUIT 15 TO HAVE CONTINUOU5 50LID COPPER iN5ULATED
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN
D15TRI13UTION PANEL.
4. EQUIPMENT GROUND BAR IN MAIN D15TRI5UTION PANEL 15 TO BE
GROUNDED TO MINIMUM 10'-0" COPPER CLAD EARTH DRIVEN ROD
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL.
5. ALL CONDUIT TERMINATION5 OF I" OR LARGER ARE TO HAVE PLASTIC
IN5ULATED BU5HING5.
G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE (NEC), LIFE 5AFETYCODE (NFPA 101), LATEST
EDITION5.
7. HVAC EQUIPMENT 5HALL BE PROVIDED WITH READILY ACCES51BLE
D15CONNECT5 ADJACENT TO THE EQUIPMENT 5ERVED. A UNIT 5WITCH
WITH A MARKED "OFF" PO51TION THAT 15 PART OF THE HVAC
EQUIPMENT 5HALL BE PERMITTED A5 THE D15CONNECTING MEANS
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY
A READILY ACCE551BLE CIRCUIT BREAKER.
8. PRIOR TO ENERGIZING THE ELECTRICAL 5Y5TEM THE INTERRUPTING
RATING OF THE MAIN BREAKER MUST BE DE51GNED AND VERIFIED A5
BEING IN COMPLIANCE WITH 5EC, 1 10-9 OF THE NEC BY A LOCAL
ELECTRICAL CON5ULTANT.
9. THE MAIN ELECTRICAL PANEL, t-EEDER5, POWER HOOKUP TO BUILDING
(INCLUDING ALL D15CONNECT5, OVER CURRENT DEVICE5, PANEL5,
GROUNDING, ETC.). 15 DE51GNED 13Y OTHER5, 51TE 1N5TALLED,
5UBJFCT TO LOCAL JUR15DICTION APPROVAL.
10. ALL WIRE5 TO 5WITCHE5 AND OUTLET5 TO BE # 12 AWG THHN AND
WILL MEET THE COLOR CODE REQUIREMENT5 SET FORTH IN THE NFPA
70, NATIONAL ELECTRICAL CODE.
I I . ALL ELECTRICAL OUTLET5 5HALL BE GFCI IN ACCORDANCE WITH
ARTICLE 12 10.8(A)(2) NEC -08.
Electrical Symbol Key
GFCI Duplex Receptacle 120V 10
O�-
Incandescent Light w/ (1)-60w Bulb
$
Junction Box
Switch
WP
Weatherproof
$R
Switch w/ Receptacle Outlet 120v 10
Haney Associates, Inc.
Engineering & Construction Planning
P.O. Boa 348, Six hille, S.C. 24682 - Phone:864-646-7600
WINDOW HEIGHT, LOCATION 24"
AND QUANTITY MAY VARY
AND ARE OPTIONAL.�5_ MAX.
r .
CO
_\_—P.T. 3/4" T*G
5EE VARIOUS END ' • FLOOR 5HEATHING
p WALL FRAMING
�p SECTIONS FOR WALL
AND WINDOW FRAMING. �.
>
%• lei I�/$•�.._.-..
32' MIN., GO" MAX. WIDTH
BY G'-8" HEIGHT DOOR,
LOCATION MAY VARY.
�%" METAL 5TUD5
5PACED AT 24"
O.C. MAX.
5EE VARIOUS END WALL
FRAMING 5ECTION5 FOR
WALL AND DOOR FRAMING.
OPTIONAL ELECTRIC TO---/ WP- / 32" MIN., GO" MAX. WIDTH
EACH UNIT FIELD BY G'-8" HEIGHT DOOR,
CONNECTED FROM LOCATION MAY VARY.
EX15TING POWER
SOURCE TO UNIT
50'-0" MAXIMUM BUILDING LENGTH
NOTES:
o ALL ELECTRICAL EQUIPMENT 5HOWN 15 OPTIONAL AND LOCATION5 MAY VARY.
These PIan5 Were Designed In
Accordance with the 2010 Florida
Building Code for a Wind Speed of
I G5 m.p.h.
Typical Floor Plan
5CALE: 114'= P -O'
Single Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
01.a
Av"vv8d
Modular 11nJWtng
Designed By: project No.
O.R.H. 12EN224 -
SWM165D
Checked By: Date:
C.L.A. i 10/20/12
�I�M1Gsh
tham L Huiiock
Examiner Rod&
Io fao/ta
a
SKID LAYOUT AND FLOOR FRAMING SCHEDULE
125 psf Live Load (2 Skid)
125 psf Live Load (3 Skid)
Width
Joist Size&Spacing
A
S
Width
Joist Size&Spacing
A
S
6'-0"
2x4's @ 16" O.C., Max.
15"
42"
6'-0"
2x4's @ 16" O.C., Max.
12"
24"
8'-0"
M's @ 16" O.C., Max.
18"
60"
8'-0"
M's @ 16" O.C., Max.
16"
32"
10'-0"
2x6's @ 16" O.C., Max.
24"
72"
10'-0"
2x6's @ 16" O.C., Max.
20"
40"
11'-0"
2x6's @ 16" O.C., Max.
24"
28"
84"
84"
11'-0"
2x6`s @ 16" O.C., Max.
22"
44"
46"
11'-8"
2x6's @ 16" O.C., Max.
11'-8"
2x6's @ 16" O.C., Max.
24"
13'-0"
2x8's @ 16" O.C., Max.
36"
84"
13'-0"
2x8`s @ 16" O.C., Max.
26"
52"
13'-8"
2x8's @ 16" O.C., Max.
40"
84"
13'-8"
2x8's @ 16" O.C., Max.
NUTE5:
• FA5TENER5 WILL MEET THE MINIMUM REQUIffMENT5 FOR ALL 5TRUCTURAL COMPONENTS A5 5ET FORTH
UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLE55 OTHERWI5E 5PECIFIED.
o ALL 5ND5 ARE P.T.-4x6 S.Y.P. #2 OR (2)-P.T.-2x6 5.Y.P. #2
Y 6'-9 WIDE UNIT5 MAY U5E 2x4 S.Y.P. #3 J015T5
• ALL J015T5 ARE TO BE P.T.-S.Y.P. #2
Q
VD
2C
Typical 2 Skid Floor Framing Plan
5CALE: 1/4"=1'-O"
Mangy Associates, Inc.
Engineering & Construction Planning
P.O. Boa 348, Six,lttle, S.C. 29682 - Phone.864.646-7640
These Plans Were De519ned In
Accordance with the 2010 Florida
Building Code for a Wind Speed of
1 F5 m.p.h.
5CHEDULE FOR J015T 51ZE
P/.I -IN,
5EE 5CHEDULE FOR J015T 51ZE
ON, I rB" ' "1311 1. "A"
P.T. 51DE RAIL TO MATCH
J015T 51ZE, 5EE FRAMING
5CHEDULE FOR 51ZE5.
P.T.-4x6 S.Y.P. #2 or
(2)-P.T.-2xG 5.Y.P. #2 5KID5
Twical 3 Skid Floor Framinci Plan
5CALE: 1/4'=1'-O"
Single Wide Fetal Faster Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
Modular II1twIllo
C
m
Q
Designed By: i
Project No.
O.R.H. i
12EN224 -
1
SWMI65D
Checked By:
Date-
C.L.A.
10/20/12
no
L RuVink
Iner NO"
4`'
'11VVL 1\µlllVVi.
k
SEE FRAMING SCHEDULE
FOR J015T 51ZE
5ENCO K28 (OR EQUAL)
NAILS AT 12- O.C., KOW5
SHALL BE 1.5" FROM EDGE,
STAGGER ROWS G" FOR
(2)-P.T.-S.Y.P.-2xG's SKIDS,
START PATTERN WITHIN G"
OF EACH END OF 5KID
5KID5 MAY BE P.T.-4xG 5.Y.P.
#2 OR (2)-P.T.-2xG 5.Y.P. #2
NOTCH SKIDS I%"x 1%"
FOR EACH FLOOR J015T
I 5KIDtfLOOK FRAMING DETAIL
---�-
5KID5 MAY BE P.T.-4xG 5.Y.P.
#2 OR (2)-P.T.-2xG S.Y.P. #2
ATTACH J015T TO SKID WITH
5/1 G"x4" LAG SCREW OR (2)
51MP50N H-3 (OR EQUAL) AT
EACH END OF JOIST, SEE
FRAMING SCHEDULE FOR SIZE.
NOTE: ATTACH END J015T5 TO SKID WITH (2)-5/1 G"x4"
LAG 5CREW5 (OR (4)-0.131 x4" GUN NAILS] AND A
51MP50N H-3 (OR EQUALI AT EACH END OF: JOIST.
TYPICAL SKID TO
3 JO15T CONNECTION DETAIL
I.3 5 ALE: 3/4°=1 -O'
Haney Associates, Ian c.
Engineering & Construction Planning
P.O. Boz 348, Six Mite, S.0 29682 - Phoae:864.646-7600
ATTACH EACH STUD TO 50LE
PLATE WITH (2) # 10 SELF
DRILLING GRABBER SCREW5
(1) INTO EACH FLANGE.
These Plans Were Designed In
Accordance with the 2010 Florida
Du'llding Code for a Wind Speed of
I G5 m.p.h.
I
2x4 51_OCKING 51 TWEEN=
5KID5, FASTEN W1
(2)-0.120"x3" NAILS AT
12- Q.C., STAGGERED.
- 20ga. METAL WALL STUDS
PLAN VIEW FOR SPACING
3%" - 20ga. METAL SOLE PLATE,
CONTINOU5 W/ 5/1 G"x4" LAGS
AT I G" O.C., Max.
P.T. 3/4" T*G FLOOR
SHEATHING
2x BLOCKING BETWEEN
SKIDS, FA5TEN TO END)
J015T W1 (3)-0.120"x3" _I
NAILS AT 12"O.C. EAGH 1
SIDE, STAGGERED.
2 END J015T FRAMING DETAIL
I.3 5CALE: 1.5°= I'-0°
APPro ed
A4odulax 9011 1nit
1fI1tN jIo, S W M/ 6 s D
1. Rullfck
Iver nodda CR-0A,—t.
4 TYPICAL 5KID SPLICING DETAIL
1.3 SCALE: 3/4°=1'-0'
Single Wide Fetal Master Flan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
10/a0/1a
9
i Project No. 3nee> n umoei
Designed By:
i 12EN224 -
O.R'tL i SWM165D
S1 v;J
Checked By: Date:
C.L.A. 10/20/12
1
D.(
0 0
o
it
- e
2" LAP SPLICE FASTENED
®OG
UMENT
Wl (G)-5/1 GN4" LAGS
P.T.-4xG 5.Y.P.
(OUTER FACE), (3)-5/1 GN4"
#2 SKIDS LAGS (INNER FACE), (9) LAG
SCREWS TOTAL.
>'
3"xG" SPLICE PLATE ON 3 of
4 SIDES OF JOINT, FASTEN
(2)-P.T.-2xG
EACH PLATE W/ (5)-5ENCO
S.Y.P. #2 5KID5
K28 (OR EQUAL) MAILS
EACH SIDE.
4 TYPICAL 5KID SPLICING DETAIL
1.3 SCALE: 3/4°=1'-0'
Single Wide Fetal Master Flan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
10/a0/1a
9
i Project No. 3nee> n umoei
Designed By:
i 12EN224 -
O.R'tL i SWM165D
S1 v;J
Checked By: Date:
C.L.A. 10/20/12
1
ROOF FRAMING SCHEDULE
Wall Framing at 2411 O.C., Max.
Width
Rafter and Brace Size and Spacing:
6'-0"
ASIS SSMA S 35OS162-54 @ 24" O.C. Max.
8'-0"
ASIS SSMA S 350S162-54 @ 24" O.C. Max.
10'-0"
11'-0"
ASIS SSMA S 350S162-54 @ 24" O.C. Max.
--ASIS SSMA_S 3505162-54 @ 24" O.C. Max. -
11'-8"
ASIS SSMA S 350S162-54 @ 24" O.C. Max.
13'-0"
131-8(11
ASIS SSMA S 35OS162-54 @ 24" O.C. Max.
SSMA_S 3505162-54 @ 24" O.C. Max.
5CHEDULE AND ROOF FRAMING NOTE5:
• ROOF FRAMING SHALL BE SPACED TO LINE UP DIRECTLY OVER THE WALL 5TUD5 FOR PROPER LOAD TRANSFER AND STRAPPING.
• ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND R318.G
• FASTENERS WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FBC 2304.9.1
AND TABLE 2304.9.1 UNLESS OTHEKW15E SPECIFIED.
• RIDGE MAY RUN IN THE SHORT DIRECTION "TURNAROUND" OR'VAULTED* STYLE WITH A MAXIMUM GABLE END OF 30-0" AND SIDE
WALLS THAT VARY 0-0" TO 13'-8" OR THE LONG DIRECTION "5TANDARD" WITH GABLE ENDS THAT VARY G -O" TO 13'-8" WITH A
MAXIMUM 51DE WALL LENGTH OF 50'-9.
• ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDER 10-1 Gx I TFK5 PANHEAD 5CRFW5 WITH #3 DRILL POINT
AT G" O.C.
OEM
-, Haney Associates, Inc.
Engineering & Construction Planning
P.O. Box 348, Six \84e, S.C. 29682 - Phone:864.646 7600
50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX. FOR VAULTED ROOF
Typical Roof Framing Plan
SCALE: 1/4'= 1 '-g
These PIan5 Were Designed In
Accordance with the 2010 Florida
Building Code for a Wind Speed of
I G5 M.p.h.
!Data,,,,.,,,
ApKovod
Modular 11"Wim Plans
3%z" - 206ja. METAL RAFTERS AND
BRACING, SPACED AT 24" O.C., MAX.
LINE UP RAFTERS TO LAND ON WALL
STUDS FOR LOAD TRANSFER. BRACING
TO MATCH RAFTER 51ZE AND GRADE,
SPACED AT 24" O.C., Max., A MINIMUM
OF 4 SECTIONS OF BRACING ARE
REQUIRED FOR ANY 5PAN5 ABOVE I I'-8"
Single Wide Metal water Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
Designed By: Traject No.
O.R.H. 12LN224 -
I SWM165D
Checked By: E Date:
C.L.A. 10/20/12
rrtw No, 5 cJ! 1l,sl)
L. Buba
Iner FlorWa YKI M1_
10/2,0/la
N
6
2 1/2" x 112" CORRUGATED
ROOF PANEL5 FA5TENED
WITH 114'- 14 x 3/4" HWH
TR )(1I AT G" O.C.
VARIE5, 0-0" to 13'-8"
00
Typical Frame Section
5CALE: 1/4'= 1 '-O'
Slaney Associates, Inc.
Engineering & Construction Planning
P.O. Boz 348, S1r hale, S.C. 29682 - Phone:864-646 7600
3/'2"-20V. METAL COLLAR TIE, 4'-0"
LONG, ATTACH W/ (2) # 10 5ELF
DRILLING GRABBER 5CREW5 EACH 51DE
31%2'-206p. METAL 5TUD5
5PACED AT 24" O.C. MAX.
3/"-206ja. METAL BRACE AT 3-0"
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD W/ (2)
# 10 5ELF DRILLING GRABBER
5CREW5, (1) MTO TACH fl -ARGIL
2 112" x 1 /2" CORRUGATED
PANELS (FASTENED W/ #8 x I
%i' WOOD 5C PEW AT G" O.C.
(OR EQUAL)
These Plans Were Designed in
Accordance with the 2010 Florida
Building Code for a Wind Speed of
165 m.p.h.
SEE ROOF FRAMING '4 I I
SCHEDULE FOR RAFTER AND
BRACING 51ZE5 AND SPACING
ii
V1 "-20ga. METAL 5TUD5 I
5PACED AT 24" O.C. MAX.
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-1 Gx I TEK5
PANHEAD 5CREW5 WITH #3
DRILL POINT AT G" O.C.
,Ante-,.,, lG
Appruvad Hy.
I OVERHANG OPTION DETAIL "'Od alil" Belding Ptons
I.5 SCAIf: 3/4'=1' O'
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX ,10-1 Gx I TEK5
PANHEAD 5CREW5 WITH #3
DRILL POINT AT G" O.C.
5EE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING 51ZE5 AND 5PACING
3%°-209a. METAL 5TUD5
SPACED AT 24" O.C. MAX.
2 OVERHANG OPTION DETAIL
Single Wide Fetal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
Designed By: 1 Project No.
O.R.H. 12EN224 -
SNVM165D
Checked By: Date:
C.L.A. 10/20/12
Plena W. -11511J 111 /65,,)
L bullock
aer MOrlda CWO&SU Gam;
10120/ta
17
144
RIF, , �Ml
\---5EE ROOF FRAMING
5CHEDULE FOR RAFTER5
c
D
z
01
O
5EE ROOF FRAMING
p
5CHEDULE FOR FA5TENING
�:.
RECnI.11R> MENT5
<o
O
5EE 51 .2 FOR SKID
AND FLOOR FRAMING
VARIE5, 0-0" to 13'-8"
00
Typical Frame Section
5CALE: 1/4'= 1 '-O'
Slaney Associates, Inc.
Engineering & Construction Planning
P.O. Boz 348, S1r hale, S.C. 29682 - Phone:864-646 7600
3/'2"-20V. METAL COLLAR TIE, 4'-0"
LONG, ATTACH W/ (2) # 10 5ELF
DRILLING GRABBER 5CREW5 EACH 51DE
31%2'-206p. METAL 5TUD5
5PACED AT 24" O.C. MAX.
3/"-206ja. METAL BRACE AT 3-0"
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD W/ (2)
# 10 5ELF DRILLING GRABBER
5CREW5, (1) MTO TACH fl -ARGIL
2 112" x 1 /2" CORRUGATED
PANELS (FASTENED W/ #8 x I
%i' WOOD 5C PEW AT G" O.C.
(OR EQUAL)
These Plans Were Designed in
Accordance with the 2010 Florida
Building Code for a Wind Speed of
165 m.p.h.
SEE ROOF FRAMING '4 I I
SCHEDULE FOR RAFTER AND
BRACING 51ZE5 AND SPACING
ii
V1 "-20ga. METAL 5TUD5 I
5PACED AT 24" O.C. MAX.
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-1 Gx I TEK5
PANHEAD 5CREW5 WITH #3
DRILL POINT AT G" O.C.
,Ante-,.,, lG
Appruvad Hy.
I OVERHANG OPTION DETAIL "'Od alil" Belding Ptons
I.5 SCAIf: 3/4'=1' O'
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX ,10-1 Gx I TEK5
PANHEAD 5CREW5 WITH #3
DRILL POINT AT G" O.C.
5EE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING 51ZE5 AND 5PACING
3%°-209a. METAL 5TUD5
SPACED AT 24" O.C. MAX.
2 OVERHANG OPTION DETAIL
Single Wide Fetal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
Designed By: 1 Project No.
O.R.H. 12EN224 -
SNVM165D
Checked By: Date:
C.L.A. 10/20/12
Plena W. -11511J 111 /65,,)
L bullock
aer MOrlda CWO&SU Gam;
10120/ta
17
144
RIF, , �Ml
3%" METAL BRACE AT 3'-0"
ABOVE F1N151-1ED FLOOR,
ATTACH TO EACH STUD
W1(2) #10 5ELF DRILLING
GRABBER 5CREW5, (1)
INTO EACH FLANGE
3%" METAL BRACE AT 3'47
ABOVE FIN15HED FLOOR,
ATTACH TO EACH 5TUD
W/ (2) # 10 5ELF DRILLING
GRABBER 5CREW5, (1)
INTO EACH FLANGE
'2" x 1 /2" CORRUGATED ROC"
15 FA5TENED WITH 1/4"-14
4" HWH TRAXX/ I AT G" O.C.
End Wall Framing Option
SCALE: 114"= I' -O"
20ga. METAL BRACING,
NCH EACH END TO 5TUD5 N
V 10 5ELF DRILLING GRABBEI
,EW5, (1) INTO EACH FLANGI
OTE THAT TH15 BRACING 15
IRED ON 51DE WALLS A5 WE
iH 5mrs OF EACH CORNER
51.2 FOR SKID AND 1`1-00f
FRAMING
WALL OPENING FOR 51DE WALLS ARE
TO BE FRAMED 51MILAR TO TH05E
5HOWN HERE= FOR ENDWALL5
End Wall Framing Option
SCALE: 1/4"=1'-O"
Haney Associates, Inca
Engineering & Construction Planning
P.O. Box 348, Sh blue, S.C. 29682 - Phone:864-646-7690
112" x 112 CORRUGATEU F,OC
\NEL5 FASTENED WITH 1/4"-14
3/4" HWH TRAXX/I AT G" O.C.
3V2"- 20ga. METAL BRACING,
TTACH EACH END TO 5TUD5 w
I-) # 10 5ELF DRILLING GRABBEI
CREW5, (1) INTO EACH FLANG
(NOTE THAT THI5 BRACING 15
SUIRED ON 51DE WALL5 A5 W1
3OTH 51DE5 OF EACH CORNER
EE 51.2 FOR SKID AND FLOOf
FRAMING
End Wall Framing Option
SCALE: 114"= P-0"
These Plans Were De5lgned in
Accordance with the 2010 Florida
Building Code for a Wind Speed of
1 G5 m.p.h.
End Wall Framing Option
SCALE: 1/4"= 1 '-0"
Single Aide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
3'/" METAL BRACE AT 3'-0"
ABOVE FIN15HED FLOOR,
ATTACH TO EACH 5TUD
W/ (2) # 10 5ELF DRILLING
GRABBER 5CREW5, (1)
INTO EACH FLANGE
Pian No.
Apjnv»ed By
IP
et$ard i,. Buut►ek
14AordWr'r B""S P3 MMminer >t WMb C441K$We,3A1P
N01
"APPROVED"
DOCUMENT
%u METAL BRACE AT 3'-O"
ABOVE FIN15HED FLOOR,
ATTACH TO EACH 5TUD
W/ (2) # 10 5ELF DRILLING
GRABBER 5CREW5, (1)
INTO EACH FLANGE
NOTE THAT TH15 BRACING
15 REQUIRED ON SIDE
WALLS A5 WELL (BOTH 10/20/Ea
51DE5 OF EACH CORNER) I 11,
Project No.
Sheet Number:
Designed By: `
12EN224 -
O.R.H.
SWM165D
S1 HU.I
Checked By: Date:
C.L.A. 10/20/12
,,..