RC-13-335r
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 186072 Permit Number: RC -2 -13 -335
Scheduled Inspection Date: March 11, 2013
Inspector: Bruhn, Norman
Owner: RITTER, STEVEN
Job Address: 29 NW 105 Street
Miami Shores, FL 33150 -1241
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Shed
Phone Number
Parcel Number 1121360050300
Building Department Comments
installation of a shed over existing asphat pad
Infractio Passed Comments
INSPECTOR COMMENTS
False
Pesaetl�U V � p/ t
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
FINAL INSPECTINO ONLY, EXISTING SLAB.
March 08, 2013
For Inspections please call: (305)762 -4949
Page 21 of 40
Miami Shores Village
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
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS:
,vim /of s-t
Permit No. ` C
Master Permit No.
ROOFING
City: Miami Shores County: Miami Dade Zip:
3 (5
Folio/Parcel #:
Flood Zone: /4
OWNER: Name (Fee Simple Titleholder): Phone #: SP , y - 2 6!Cr',/��`%
Address: 2- ( xi /A/ 1
City: Ai-,..6,6 6 rj Zi p: 5
�
Is the Building Historically Designated: Yes NO
State:
Tenant/Lessee Name: Phone #:
Email:
CONTRACTOR: Company Name: fri,c . Q% vi z••
Address:
City: State: Zip:
Phone #:
Qualifier Name: Phone #:
State Certification or Registration #: Certificate of Competency #:
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ Footage of Work:
Type of Work: Addition °Alteration _ UNew °Repair/Replace
Description of Work: 119 (31'2.. fl
°Demolition
Color thru tile:
******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ Permit Fee $ /6)( CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $ ��,
TOTAL FEE NOW DUE $
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFI'IDAVIT: 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 rein •, ecction fee will be charged.
The for
day of
who is p
Owner or Agent j
oin instrument was . .1 9owledged before / +e ��o's D ,
201 tJ, by .. a
rsonally known to me or who has produced -1E7
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 me or who has produced
as identification and who did take an oath.
NOT
Sign:
Print:
My Commission Expires:
I OPT CUi3\1..k.. oticla
Notacy mqm ubF
tst,y C ,xP■ces Sep
2'3,
Com(iss■o n # E
BonBediho!9h Na o\ 012
cY
* * * * * * * * * * * * * * * * * * * * * * **
APPROVED BY
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Plans Examiner
Structural Review
(Revised 5 /2/2012XRevised 3/12/2012) XRevised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007)
Clerk
Miami Shores Viiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
February 19, 2013
Permit No: RC13 -335
Building Critique
1. The plans show an asphalt driveway and the detail for attachment is to a
concrete slab.
2. Provide note no electrical to be installed.
Norman Bruhn CBO
305 - 762 -4859
Plan review is not complete, when all items above are corrected, we will do a complete
plan review.
If any sheets are voided, remove them from the plans and replace with new revised
sheets and include one set of voided sheets in the re- submittal drawings.
Miami Shores Village
Building Department
10050 N.E:2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER STATEMENT
9, Ziff( 3
NAME: g6-tx,„7 �� DATE:
ADDRESS: . ? /Pr &"6-
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7).
And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further
understand that I as the owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The
exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must
supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a
commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and
occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state
law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your
supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances,
buildings codes and zoning regulations.
Please read and initial each paragraph.
1. 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.
2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the
construction and is not hiring a licensed contractor to assume responsibility.
Initial
3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may pr • ect 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. I understand that I may build or lmproVe a one family or two-family residence or a farm outbuilding. I may also build or improve
a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may
not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved
myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially
improved it for sale or lease, which violates the exemption.
Initial'
5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction.
6. I 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 Jr.(
7. I understand that ft is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that
erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while
working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an
owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
8. I 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.
9. 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 (5/7:
10. I 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. mvfloridalicense .com/dbodpro /cilbTndex.html
11. 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:
Initial 5.-ee
12. I 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 contractors workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and
retumed 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 t day of
BySi4C04 kitkr
Produced there License or
,20(3
who was personally known to me or who has
as identification.
OWNER
CLAUDIAV.0 .,.RY
Notary Public - State -of Florida
e My Comm Expires Sep 23, 2015
Commission # EE 128810
Bonded Through National Notary Assn.
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STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
KDedioated to making Florida 8 hatter place to call home'
CHARLIE CRIS?
Governor
October 19, 2010
Robert Moore
Lark Builders, Inc.
PO Drawer 629
Vidalia, GA. 30478
THOMAS G. PB.HAM
SeimtaY
RE: Manufacturer CeniflcaUat, ID MFT -114: Expiration December 16, 2013
Robed Moore,
It Is my pleasure to Infant you that Lark Builders, Inc., bleated at 409 Dixon Sheet, PO Drawer 629
Vitt GA 30475, has been approved uric the ManufacturedEultdings Program, as provided for under
Chapter 653, Party, Florida Statutes. to InandaCkire Manufachsed WNdings for InstMlation In Florida.
Construch n or mddi6catton an a immufac Lured bolding cannot begin urn the Third Party Agency has
approvixl the plans in for the Department and wfth the Sunding Code. Your Ttdrd Patty Agency Is a
cOTIDDCtor approved status. You that nest be met to maintain
may expect and demand gtrallty p review and inspections.
Each Code change will make your plans obsolete umII they been reviewed. approved and hoc [on
the cover sheet of the plans) rf complftmce with the code by your Third party Agency for plena review.
Please ensure that yom plans are In and are properly posted on our wcbslte. AN
Moat betas are subject to the local authority having Misdate&
The Department's contractor wiI make unannounced visits at least once a year. You newt grant CeMPiete
yourmanufackulng fac1ky and moords to malotaki In compliance With the toles and regulations tf thts
Your certf icadon be approved for three years hem this date. You vie receive a renewal rye by EmalJ
genarated`by the BCIS ftsfigaidgeomary tour *dine tOnimit, if you have any questions you may
contact me atWO- 410 -15 eor ortrFAXad 890414- .
Please visit our website at Nmiligitly,Nnum tp we valuable Infarmatlbil an the Florida
permManufactured Sulkings Program. A copy of Ilia letter must acoompatw applications for local
Men
Natlanat Design and Inspection, Inc.
2588 SHUNARD OAK BOULEVARD • TALLAHASSEE, FL 22311.9 •21.80
550.455 -$499 (p) • 860 -921 -0781 (f) • Website: www dos.stste flans
• con ssn't7/ltrtite s»asgassoo sassseb09iq • S itommoomusampliwar istara.?tQr arin-rwel •
• mbLLOMtiimooplminvOma91®R allreraiei
(p) ai0ezas3E •
NOTE: INSTALL ANCHORS PER
MANUFACTURER'S REQUIREMENTS
3/16" GALVANIZED CABLE
DOWN ENGINEERING
#5 1 556 (OR EQUIV
TIGHTEN TO 500 LB5 OF
MINUTE MAN MMA- 18 0
5/8" SIMPSON TITEN OR
EMBEDED 3" MIN
MINIMUM OF 4" FROM
T -ical Details for Concrete Installations
(2) - SIMPSON "113' @ 14" O.C.
(1 10- 1 30mph) OR "SPH4" @ 16" O.C.
(150 - I GOmph) AND (1) I /2 "x4" LAG
BOLT THRU BASE PLATE
Typical Details
DIA. THRU BOLT WITH 2" WASHER,
A449 GALVANIZED OR EQUIVALENT
1 I 0 MPH WIND ZONE:
5/8" DIA. X 40" GROUND ANCHOR WITH
SINGLE 6" HELIX (MODEL #59060)
130 AND 150 MPH WIND ZONE:
5/8" DIA. X 48" GROUND ANCHOR WITH
SINGLE 6" HELIX (MODEL #59065)
I GO MPH WIND ZONE -
SEE GENERAL NOTE #1 0
(SEE CHART FOR QUANTITIES)
Masonry Block Installations
3/16" GALVANIZED CABLE TIE
DOWN ENGINEERING PART
#51556 (OR EQUIVALENT),
TIGHTEN 70 500 LBS OF TENSION
USE (3) -3/16" GALVANIZED CLAMP
TIE DOWN ENGINEERING PART
#53806 (OR EQUIVALENT)
I I 0 MPH WIND ZONE:
1/2" 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 6" HELIX (MODEL #55060)
I GO MPH WIND ZONE -
SEE GENERAL NOTE #10
(SEE CHART FOR QUANTITIES)
H' KWIK BOLT MIN. 1/2" DIAM.
A 5. "MINIMUM EMBED D A
1.75" ANCE. SPACE
ANCHORS AT 5-0" O.C. FOR 6' -0" TO
10-6" BUILDINGS, 4' -0" FOR 10-6" TO
14' -0' BUILDINGS
(2) - SIMPSON "113" @ 14" O.C.
(I I 0- 130mph) OR "SP114" @ 16" 0.C.
(150- 160mph) AND ( I ) 1/2"x4" LAG
BOLT THRU 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 6" HELIX (MODEL #59060)
130 AND 150 MPH WIND ZONE -
5/8" DIAM.. X 48" GROUND ANCHOR
WITH SINGLE 6" HELIX (MODEL #59065)
160 MPH WIND ZONE -
SEE GENERAL NOTE # I O
(SEE CHART FOR QUANTITIES)
2x4 STUDS, SEE PLANS FOR SPACING
2x4 P.T. BOTTOM PLATE
12°
Typical Anchoring of a Floorless Build ngs to Concrete Slab Detail
DESIGN PARAMETERS
I . WIND DESIGN PER ASCE 7-10
2. DESIGN WIND SPEED -1 I ()MPH - 130MPH -150 MPH - 160 MPH
3. WIND EXPOSURE CATEGORIES:
I I Omph: B, C 4 D- 130mph: 5, C 4 D- 150mph: B, C l D- 160mph: B 4 C
4. WIND IMPORTANCE FACTOR: 1 .0
5. ENCLOSURE CLASSIFICATION: ENCLOSED
6. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 * FLORIDA BUILDING CODE 2010
GENERAL NOTES
1. DESIGN FOR MIN 2,500 PSI CONCRETE
2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3150 lbs. AND AN ULTIMATE LOAD OF
4725 lbs.
3. HELICAL ANCHORS FOR 160mph WIND ZONES MUST MEET A MINIMUM WORKING LOAD OF 3484 Ibs.
AND AN ULTIMATE LOAD OF 5200 I.
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 SOIL CLASSIFICATION FOR SIZING HELICAL
ANCHORS PER MANUFACTURER'S REQUIREMENTS.
6. 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 0711ER.
8. THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD REQUIREMENTS WERE SET.
9. 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 SINGLE 6" HELIX
10. FOR 160mph WIND ZONES USE TIE -DOWN ENGINEERING (OR COMPARABLE) MODEL # 59090 3/4' DIAM.
x 36" WITH A DOUBLE 4" HELIX (USE IN SOIL CLASSES 2) OR MODEL # 59250 5/8" DIAM. x 30' WITH A 6"
HELIX AND A 4" HELIX (USE IN SOIL CLASSES 3#4)
11. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED BY TIE DOWN
ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND SITE SPECIFIC SOIL CONDITIONS
12. MAXIMUM STRUCTURE HEIGHT 15 12 FEET
13. 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)
Revision Date:
Notas:
04/12/2012
Plan Update
DBI. 2x6 BLOCKING
REQUIRED FOR
THRU BOLT °
ATTACHMENT.
DBI. 2x6 BLOCKING
REQUIRED FOR
THRU BOLT
ATTACHMENT.
ANCHORING SCHEDULE
Building Building Max. Block
Width Length Spacing of Blocks MPH MPH MPH MPH
6'-0' 10' -0" 7'-6° 4 2 2 2 2
6' -0" 12-0" 7'-6" 4 2 2 2 2
8' -0' 8'-0' 7.-6" 4 2 2 2 2
8' -0' 10' -0" 7'-6" 4 2 2 2 2
8' -0' 12' -0" 7'-6' 8 2 2 2 2
8' -0' 14' -0" 7'-6' 6 3 3 3 3
8'-0" 16' -0" 7'-6" 6 3 3 3 3
10' -0" 10' -0" 7'-0" 4 2 2 2 2
10' -0" 12' -0" 7'-0" 6 2 2 2 2
10' -0" 14' -0" 7'-0" 6 3 3 3 3
10' -0" 16' -0" 7'-0" 6 3 3 3 3
10' -0" 20' -0" 7'-0" 8 3 3 3 3
10' -0" 24' -0" 7'-0" 10 4 4 4
10' -0" 30' -0" 7'-0" 12 5 5 5
T -0" 8 2 2 2
7'-0° 6 2 2 2
11' -0" 16-0' 7'-0" 6 2 2 2
11' -0' 20' -0" 7'-0" 8 3 3 3
11' -0" 24' -0' 7'-0" 10 3 3 3
T -0' 12 4 4 4
T -0" 14 4_ 4 4
7'-0" 16 5 5 5
6-6' 6 2 2 2
6 8" 6 2 2 2
B 8` 6 3 _. 3 3
6 6' 8 3 3 3
6'-8" 10 3 3 3
6-6' 12 4 4 4
6'-6" 14 5 5 5
6'-6' 16 5 5 5
6'-6' 16 6 6 6
6'-8" 18 6 6 6
6'-8" 9 2 2 2
6-6 3 3 3 3
6'-6' 12 3 3 3 3
6'-8" 15 4 4 4 4
6'-6" 18 4 4 4 4
6'-6" 21 5 5 5 5
6'-8" 24 6 6 6 6
6 -6" 24 6 6 6 6
6'-6" 27 7 7 7 7
6'-6" 12 2 2 2 2
6'-6" 12 3 3 3
6' -0" 18 3 3 3
8'-6' 20 4 4 4 4
6'-6" 24 5 5 5 5
6'-6" 28 5 5 5 5
6'-6" 32 6 6 6 6
13'-8" 44' -0" 8'-6" 32 6 6 8 6
13'-8" 50' -0" 6'-6" 36 7 7 7 7
Number 110 130 150 160
11, -0"
12' -0"
11, -0'
14' -0
11, -0"
11' -0'
30' -0
38' -0
11' -0' 40'-0
11'-8' 12' -0"
11'-8' 14'-0"
11'-8° 16'-0`
11'-8° 20' -0"
11'-8' 24'-0"
11'-8'
30'-0"
11'-8"
36' -0
11'-8' 40' -0°
11'-8' 44' -0°
11'-8" 50' -0"
13' -0"
13'-0"
13' -0"
13' -0"
13' -0"
14' -0"
16'-0"
20' -0'
24' -0"
30' -0"
13'-0" 36' -0'
13' -0" 40'-0°
13'-0"
44' -0'
13' -0"
50' -0"
13'-8"
13'-8"
14' -0
16'-0
13'-8"
13'-8"
13'-8"
13'-8"
13'-8"
20' -0°
24' -0"
30' -0"
3V-0"
40'-0°
Q`f/12/12
A42.,
DESIGNED FOR:
LARK BUILDERS
409 DICKSON STREET
VIDALIA, GA. 30474
PROJECT NUMBER:
12EN224
DATE: April 1 2th, 20 12
Haney Associates, Inc.
Engineering & Construction Planning
P.O. Box 348, Six Mile, S.C. 29682 - Phone: 864 -646 -7600 Alt#: 864 - 634-1300
165 m h Exp. D - Metal Lapsider Box Eave Shed Master Plan
p
DESIGN PARAMETERS: (HP -GABLE ROOF)
[WIND DESIGN PER ASCE 7 -10, SEISMIC DESIGN PER MSC 341 -051
GENERAL NOTES:
1. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009
IBC BUILDING CODE # 2010 FLORIDA BUILDING CODE. WIND
LOADING DESIGNED IN ACCORDANCE WITH THE ASCE - 7-10.
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE
ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE
TIME or MANUFACTURE.
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED
DIMENSION.
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED.
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS:
FLOOR JOISTS 2x4 5.Y.P. #2- (12 -15% MOISTURE CONTENT)
2x6 5.Y.P. #2- (12 -15% MOISTURE CONTENT)
2x8 S.Y.P. #2- (12 -15% MOISTURE CONTENT)
G. ALL OF THE FOLLOWING LUMBER 5HALL BE PRESSURE TREATED:
SKIDS, FLOOR JOISTS AND 3/4°14G FLOOR SHEATHING
7. TRUSS DESIGNED TO SUPPORT D.L. +L.L. =30 PS!.
8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND
SUBJECT TO LOCAL JURISDICTION APPROVAL.
9. ALL ALUMINUM TO BE 3005 -3105 ALLOY WITH 32.000 P51 MINIMUM
YIELD STRENGTH.
10. ROOF SLOPE SHALL BE 3: 12 WHEN SHINGLES ARE APPLIED, SEE EEC
1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL
ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS.
1 1. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL
STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD.
12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION
1 507.2.8 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 1S CLASSIFIED AS TYPE "5' (STORAGE)
15. ALUMINUM WINDOWS - TYPE, SIZE, QUANTITY, AND LOCATION MAY
VARY.
1G. ALL FASTENERS INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED
FASTENERS.
17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN
ORDER. FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT
FIELD PERFORMANCE CONDITIONS.
18. THESE STRUCTURES SHALL 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 1
SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, HARDI BOARD,
STEEL SIDING AND "PLEKO` STUCCO ON 5/8" DENSE GLASS GOLD
AND POLYCARBONATE GREENHOUSE PANELS
2 I . ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE
WITHOUT THE USE OF A KEY.
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 & Floor Framing Plan
51.3
Skid and Floor Framing Details
81.4
Roof Framing & Schedule
S1.5
Typical Frame Section Details
S1.6
End Wall Frame Options
GENERAL NOTES CONTINUED:
22. DOOR SHALL BE 2 1/4" x 11/10 ALUMINUM EXTRUDED
FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM.
DOOR ATTACHED TO VERTICAL 2x4.
23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS,
GARAGE DOORS, 60" x 72" ALUMINUM DOOR, 32' AND
48' SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE,
SIZE, QUANTITY, AND LOCATION MAY VARY.
24. PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES
MAY BE USED INSTEAD OF DOORS USTED ABOVE
25. MAXIMUM WALL HEIGHT TO BE 8' -O'
20. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED
FOR EQUIVALENT OR. GREATER PRODUCT.
27. ALL BUILDINGS (EXCEPT THOSE IN USE AS AN ACCESSORY
BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER
4005q.ft.) MUST HAVE ATLEAST ( I ) 32'x80" (MIN.) DOOR.
28. ROOF FRAMING AND WALL FRAMING TO BE 3%' METAL
STUDS SPACED AT A MAXIMUM OF 24' O.C.
1. WIND VELOCITY: I65mph
2. WIND IMPORTANCE FACTOR: 1.0
3. WIND EXPOSURE: D •
4. INT. PRESSURE COEFFICIENT: 0.18 ± 5. ENCLOSURE CLASSIFICATION: ENCLOSED
6. COMPONENTS AND CLADDING:
-ROOF LOAD (ZONE # 1): +27.41 -56.0 P51'
-ROOF LOAD (ZONE #2): +27.41 -78.9 r5r
-ROOF LOAD (ZONE #3): +27.4/ -124.6 PSF
-WALL LOAD (ZONE #4): +59.51 -65.2 PSF
-WALL LOAD (ZONE #5): +00.0/ -70.6 PSF
-WALL LOAD (ZONE #405): +60.01 -70.9 P5F
24
Approval Stamps;:_
7. FLOOR DESIGN LIVE LOAD:
8. FLOOR DESIGN DEAD LOAD:
9. ROOF DESIGN UVE LOAD:
10. ROOF DESIGN DEAD LOAD:
I I . WALL DESIGN LOAD:
12. COMBINATION LOADS:
13. SEISMIC USE GROUP:
14. BUILDING CATEGORY:
15. BUILDING OCCUPANCY:
fMbidsaelplud
125 PSF
12 PSF
20 P5F
SELF WEIGHT
8 PSF
AS PER ASCE 7 -10
B
STORAGE - NON HABITABLE
10. CONSTRUCTION TYPE: V 5
17. ALLOWABLE FLOORS: 1
18. EXTERIOR WALL FIRE RATING: 0
19. DESIGN OVERHANG: 8 INCH
20. DESIGN 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 ACCt55IBILITY CODE
-2009 INTERNATIONAL BUILDING CODE
THESE BUILDINGS ARE EXEMPT FROM THE THE 2010 FBC ENERGY
CODE IN ACCORDANCE WITH 101.5.2
51TE INSTALLED ITEMS:
I . THE COMPLETE FOUNDATION SUPPORT AND TIE- DOWN SYSTEM.
2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING.
3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE
BUILDING.
4. ROOF DRAINAGE SHALL COMPLY WITH F.S.C. 2O10 1503 AND
R318.6
NOTE: THIS UST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK
AND MATERIALS THAT MAY BE REQUIRED FORA COMPLETE
INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL
e •. _ -;•
Haney Associates, Inc.
Engineering & Construction Planning
F.O. Box 348, Six Mile, S.C. 29682 - Phone:864-646 -7600
These Plans Were Designed in
Accordance with the 201 0 Florida
Building Code for a Wind Speed of
165 m.p.h.
Single Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
i
an file at ND1 lteadquaitsrs
NDI
"APPROyED"
DOCUMENT
Working as aganf far01PR
These Prints comvty with the
Florida Manufactured Btd.
Act and adopted Codes and
Adhere to the folio. Cdtoria:
TYva
1E6cn
pancy
Mowed* • doom
Wocly !
g oMErt 94 1s
at l Stt, 4 /lot-
am, Load„-6
w
lhls 1 does notr Approve any °aviation !
the requIroenonts of applloab%
Maio L&W.
Designed By:
O.R.H.
Pmject No.
12EN224 -
SWM 165D
Checked By Date:
C.L.A. 10/20/12
Sheet Number:
1 of 7 ---�
ELECTRICAL NOTES:
I . WHEN AIR. CONDITIONING 15 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 IS TO HAVE CONTINUOUS SOLID COPPER INSULATED
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN
DISTRIBUTION PANEL.
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE
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
ELECTRICAL CODE (NEC), LIFE SAFETY CODE (NFPA 101), LATEST
EDITIONS.
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH
WITH A MARKED "Orr POSITION THAT 15 PART OF THE HVAC
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS
ONLY WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY
A READILY ACCESSIBLE CIRCUIT BREAKER.
8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS
BEING IN COMPLIANCE WITH SEC. 1 10 -9 OF THE NEC BY A LOCAL
ELECTRICAL CONSULTANT.
9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING
(INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS,
GROUNDING, ETC.) 15 DESIGNED BY OTHERS, SITE INSTALLED,
SUBJECT TO LOCAL JURISDICTION APPROVAL.
10. ALL WIRES TO SWITCHES AND OUTLETS TO BE #12 AWG THHN AND
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA
70, NATIONAL ELECTRICAL CODE.
1 I . ALL ELECTRICAL OUTLETS SHALL BE GEC] IN ACCORDANCE WITH
ART!
Electrical Symbol Key
GFCI Duplex Receptacle 120V 10
p
Incandescent Light mil (1) -60w Bulb
Junction Box
$
Switch
WP
$R
Weatherproof
Switch wi Receptacle Outlet 120v 10
WINDOW HEIGHT, LOCATION
AND QUANTITY MAY VARY
AND ARE OPTIONAL.
VARIES, G' -0" to 13'-8
5' MAX.
SEE VARIOUS END •
WALL FRAMING �.
SECTIONS FOR WALL
AND WINDOW FRAMING.
24"
MAX. 1,
l ..
32" MIN., GO° MAX. WIDTH
BY 6' -8' HEIGHT DOOR,
LOCATION MAY VARY.
�P.7. 3/4" T4G
FLOOR SHEATIII\
3Y2 METAL STUDS
SPACED AT 24"
O.C. MAX.
SEE VARIOUS END WALL
FRAMING SECTIONS FOR
WALL AND DOOR FRAMING.
krommorusi�� 1kurrom1ra
OPTIONAL ELECTRIC TO -•'
EACH UNIT FIELD
CONNECTED FROM
EXISTING POWER
SOURCE TO UNIT
WP
32' MIN., 6O" MAX. WIDTH
BY G' -8° HEIGHT DOOR,
LOCATION MAY VARY.
50' -0" MAXIMUM BUILDING LENGTH
NOTES:
• ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY.
Haney Associates, Inc.
Engineering & Construction Planning
P.O. Bo: 348, Six Mile, S.C. 29682. Pbone :864.646 -7680
These Plans Were Designed in
Accordance with the 2010 Florida
Building Code for a Wind Speed of
165 m.p.h.
Typical floor Plan
SCALE: 1 /4 "-1' -O'
Single Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
Doti
Approved E,
0 3
Approval Stamps:
Modular Building P1 I
lva", /V1 h
tiara 4, ituloi k
Exataiaer Florida Certificate ME.gdi
POI
"APPROVED"
DOCUMENT,
to jaoha
Designed By: Project No. 12EN224 -
0.R.H. SWM165D
Checked By: Date:
C.L.A. 10/20/12
Sheet Number:
S1.1
2 of 7
1
SKID LAYOUT AND FLOOR FRAMING SCHEDULE
125 psf Live Load (2 Skid)
125 psf Live Load (3 Skid)
Width
Joist Size &Spacing
A
B
Width
Joist Size &Spacing
A
B
24"
6' -0"
2x4's @ 16" O.C., Max.
15"
42"
6' -0"
2x4's @ 16" O.C., Max.
12"
8' -O"
2x6's @ 16" O.C., Max.
18"
60"
8' -O"
2x6's @ 16" O.C., Max.
16"
32"
10' -0"
2x6's @ 16" O.C., Max.
24"
72"
10'-O"
2x6's @ 16" O.C., Max.
20"
40"
44"
11' -0"
2x6's @ 16" O.C., Max.
24"
84"
11' -0"
2x6's @ 16" O.C., Max.
22"
11' -8"
2x6's @ 16" O.C., Max.
28"
84"
11' -8"
2x6's @ 16" O.C., Max.
24"
46"
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.
28"
56"
NOTES:
• FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS A5 SET FORTH
UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED.
• ALL SKIDS ARE P.T. -4x6 S.Y.P. #2 OR (2) -P.T. -2x6 S.Y.P. #2
• G' -0" WIDE UNITS MAY USE 2x4 5.Y.P. 113 JOISTS
• ALL JOISTS ARE TO DE P.T. - S.Y.P. #2
P.T. SIDE RAIL TO MATCH
JOIST SIZE, 5EE FRAMING
SCHEDULE FOR SIZES.
E SCttE JULE FC R4oi5 5!
P.T. -4x6 S.Y.P. #2 or
(2)- P.T. -2x6 5.Y.P. Ill SKIDS
50' -O" MAXIMUM BUILDING LENGTH
1I, 4' -O" or 61 -0"
/Optional Porch
Typical 2 Skid Floor Framing Man
SCALE: 1/4" 1' -0"
SEE SCHEDULE FOR JOIST SIZE
"A"
I DU
"A"
SEE SCHEDULE FOR. JOIST SIZE
l
"A"
'.5'
uBu
"An
P.T. SIDE RAIL TO MATCH
JOIST SIZE, SEE FRAMING
SCHEDULE FOR SIZES.
) Approval Stamps:
PiaR Ka.
Appnnrod
attar 11. lids*
Modular Bnitdtng Ptana % miner piaHda C rilaeale
5EE .SCIIEPULE,FOR; JOIST :512E .
P.T. -4x6 S.Y.P. #2 or
(2) -P.T. -2x6 5.Y.P. #2 SKIDS
50' -O" MAXIMUM BUILDING LENGTH
L4' -0" or 61 -0'
Optional Porch
Typical 3 Skid Floor Framing Plan
SCALE: I /4'a 1' -O"
Haney Associates, Inc.
Engineering & Construction Planning
P.O. Box 348, SI: Mao, S.C. 29682. Phonec864.646.7600
These Plans Were Designed in
Accordance with the 2010 Florida
Building Code for a Wind Speed of
165 m.p.h.
J
Single Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
i
Designed B : Project No.
O.R.H. y ' 12EN224 -
` SWM165D
Checked By: Date:
C.L.A. 10/20/12
i
NDI
"APPROVED"
DOCUMENT
\
Sheet Number:
S1.2
3 of 7
SEE FRAMING SCHEDULE
FOR JOIST SIZE
SKIDS MAY BE P.T. -4x6 S.Y.P.
#2 OR (2)- P.T. -2x6 S.Y.P. #2
SENCO K28 (OR EQUAL)
NAILS AT 12' O.C., ROWS
SHALL BE 1.5' FROM EDGE,
STAGGER ROWS G" FOR
(2)- P.T. - S.Y.P. -2x6's SKIDS,
START PATTERN WITHIN 6"
OF EACH END OF SKID
NOTCH SKIDS I% "x 1y"
FOR EACH FLOOR JOIST
SKIN -FLOOR. FRAMING DE
SKIDS MAY BE P.T. -4x6 S.Y.P.
#2 OR (2)- P.T. -2x6 S.Y.P. #2
AIL
— ATTACH JOIST TO SKID WITH
5/10x4" LAG SCREW OR (2)
SIMPSON 11-3 (OR EQUAL) AT
EACH END OF JOIST, 5EE
FRAMING SCHEDULE FOR SIZE.
NOTE: ATTACH END JOISTS TO SKID WITH (2)- 5/16"x4'
LAG SCREWS [OR (4)- 0.131x4' GUN NAILS] AND A
SIMPSON H -3 (OR EQUAL' AT EACH END OF JOIST.
TYPICAL SKID TO
01 T CONNECTION DETAIL
4' =I •O'
ATTACH EACH STUD TO SOLE
PLATE WITH (2) #10 SELF
DRILLING GRABBER. SCREWS
(1) INTO EACH FLANGE.
3'/z' - 20ga. METAL WALL STUDS
SEE PLAN VIEW FOR SPACING
2x4 BLOCKING BETWEEN
SKIDS, FASTEN W/ L
(2)- 0.120'x3" NAILS AT
12" O.C., STAGGERED.
3A" - 20ga. METAL SOLE PLATE,
CONTINOUS W/ 5/16"x4* LAGS
AT 16" O.C., Max.
P.T. 3/4" T4G FLOOR
SHEATHING
2x BLOCKING BETWEEN L.
SKIDS, FASTEN TO END`I
JOIST W/ (3)- 0.120"x3" 1
NAILS AT 12° O.C. EACH1
SIDE, STAGGERED.
END JOIST FRAMING DETAIL
5CAtf: 1.5'= I'-O'
P.T. -4x6 S.Y.P.
#2 SKIDS
(2) -P.T: 2x6
5.Y.P. #2 SKIDS
Approval Stamps:
2' LAP SPLICE FASTENED
W/ (G)-5/16"x4" LAGS
(OUTER FACE), (3) -5/ 1 6'x4"
LAGS (INNER FACE), (9) LAG
SCREWS TOTAL.
3'x6" SPLICE PLATE ON 3 of
4 SIDES OF JOINT, FASTEN
EACH PLATE W/ (5) -SENCO
K28 (OR EQUAL) NAILS
EACH SIDE.
Haney Associates, Inc.
Engineering & Construction Planning
P.O. Box 348, Six Mile, S.C. 29682 - PAone:1164 -646 -7660
/
These Plans Were Designed in
Accordance with the 2010 Florida
Building Code for a Wind Speed of
165 m.p.h.
Single Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
/
Designed By: { Project No. 12EN224 -
OJt.EL SWMI6SD
Checked By: ! Date:
C.L.A. 10/20/12
NDI
"APPROVED"
DOCUMENT
Sheet Number:
S1.3
4 of 7
ROOF FRAMING SCHEDULE
Wall Framing at 24" o.c, Max.
Width
Rafter and Brace Size and Spacing:
6' -O"
ASIS SSMAS 3505162 -54 @ 24" O.C. Max.
8' -O"
ASIS SSMAS 3505162 -54 @ 24" 0.C. Max.
10' -0"
ASIS SSMA S 3505162 -54 @ 24" O.C. Max.
11' -0"
ASIS SSMA_S 350S162 -54 @ 24" O.C. Max.
11' -8"
ASIS SSMAS 350S162 -54 @ 24" O.C. Max.
13' -3"
ASIS SSMA_S 350S162 -54 @ 24" O.C. Max.
13' -8"
ASIS SSMA_S 350S162 -54 @ 24" O.C. Max.
9
.9
>
SCHEDULE AND ROOF FRAMING NOTES:
• ROOF FRAMING SHALL BE SPACED TO LINE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD TRANSFER AND STRAPPING.
• ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND R318.6
• FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR AU. STRUCTURAL COMPONENTS AS 5ET FORTH UNDER FBC 2304.9.1
AND TABLE 2304.9.1 UNLESS OTHERWISE 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 6' -0" TO 13' -8" OR THE LONG DIRECTION 'STANDARD" WITH GABLE ENDS THAT VARY 6' -0' TO 131-8' WITH A
MAXIMUM SIDE WALL LENGTH OF 50' -0".
• ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10 -1 Gx 1 TEKS PANHEAD SCREWS WITH #3 DRILL POINT
AT G" O.C.
mare gate:
Ai-
50' -0" MAXIMUM BUILDING LENGTH .. 30' -O" MAX. FOR VAULTED ROOF
Typical Roof Framing Plan
SCALE: I /4 "= I'-O'
z
Approval Stamps:
3Y2" - 20aa. METAL RAFTERS AND
BRACING, SPACED AT 24" O.C., MAX.
UNE UP RAFTERS TO LAND ON WALL
STUDS FOR. LOAD TRANSFER. BRACING
TO MATCH RAFTER 512E AND GRADE,
SPACED AT 24" O.C., Max., A MINIMUM
OF 4 SECTIONS OF BRACING ARE
REQUIRED FOR ANY SPANS ABOVE 11'-8"
Haney Associates, Inc.
Engineering & Construction Planning
P.O. Box 348, Six Milo, S.C. 29612 - Phone:264 616 -7600
These Plans Were Designed in
Accordance with the 2010 Florida
Building Code for a Wind Speed of
165 m.p.h.
Single Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
Designed By: Project No.
12BN224 -
SWM165D
Checked By: Date:
C.L.A. 10/20/12
"APPROVED'
DOCUMENT
io /ao /Ix
Sheet Number:
S1.4
5 of 7
2 1/2" x 1/2" CORRUGATED
ROOF PANELS FA5TENED
WITH I/4' -14 x 3/4° HWH
TRAXX/ I AT 6" O.C.
G'-G° STANDARD
QPT. 71 -4° OR 8` 47
5EE ROOF FRAMING
5CHEDULE FOR RAFTER5
sEr ROOF FRAMING
5CHEDULE FOR FASTENING
REQUIREMENTS
SEE 51.2 FOR SKID
,i--
AND FLOOR FRAMING
VARIES, G' -0" to 13' -8"
° -203a. METAL COLLAR TIE, 4' -0°
LONG, ATTACH W/ (2) #10 5ELF
DRILLING GRABBER 5CREW5 EACH 51DE
Typical frame Section
SCALE: 1/4 ° =1' -0"
" -20ga. METAL STUDS
SPACED AT 24' O.C. MAX.
2° -201a. METAL BRACE AT 3'-O"
ABOVE FINISHED FLOOR,
ATTACH TO EACH 5TUD W/ (2)
// I O 5ELF DRILLING GRABBER
5CREW5, ( I ) INTO EACH FLANGE
2 1/2° x 1/2' CORRUGATED
PANELS (FA5TENED W/ #8 x I
y WOOD SCREW AT 6' O.C.
(OR. EQUAL)
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING 51ZE5 AND SPACING
z " -20:3a. METAL STUDS
SPACED AT 24' O.C. MAX.
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10 -16x 1 TEK5
PANHEAD SCREWS WITH #3
DRILL POINT AT 6" O.C.
Approval Stamps:
Piaa Ng f" ,1) Abs),
ltiWA
?dadaist. Banding Piaea rxaadder Florida ColiGe fe Salts
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10- 16x I TEKS
PANHEAD SCREWS WITH #3
DRILL POINT AT G" O.C.
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SIZES AND SPACING
$/'2" -20ga. METAL 5TUD5
SPACED AT 24" 0.C. MAX.
Haney Associates, Inc.
Engineering & Construction Planning
P.P. Box 348, Slx Mir, S.C. 29682 - Phone:864 -646 7680
These Plans Were Designed in
Accordance with the 2010 Florida
Building Code for a Wind Speed of
165 m.p.h.
Single Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
Designed By: i Project No.
O.ned 12BN224 -
SWMI65D
Checked By: Date:
C.L.A. ! 10/20/12
rd C« $ullack
i
ND!
"APPROVED"
DOCUMENT
Sheet Number:
S1.5
6 of 7
i
3%2' METAL BRACE AT 3' -0°
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD
W/ (2) #10 SELF DRILLING
GRABBER SCREWS, (1)
INTO EACH FLANGE
3I" METAL BRACE AT 3' -O"
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD
W/ (2) #10 SELF DRILLING
GRABBER SCREWS. (I)
INTO EACH FLANGE
2-1/2' x 1/2" CORRUGATED ROOF
PANELS FASTENED WITH 1/4 " -14 x
3/4" HWH TRAXX/ I AT G" O.C.
L
VARIES, 6' -O" to 13'-8"
End Wall Framing Option
SCALE: 1/4'= I'-0°
312" - 20ga. METAL BRACING,
ATTACH EACH END TO STUDS W/
(2) #10 SELF DRILLING GRABBER
SCREWS, (1) INTO EACH FLANGE
[NOTE THAT THIS BRACING 15
REQUIRED ON SIDE WALLS AS WELL
(BOTH SIDES OF EACH CORNER))
SEE 51.2 FOR SKID AND FLOOR
FRAMING
WALL OPENING FOR SIDE WALLS ARE
TO BE FRAMED SIMILAR TO THOSE
SHOWN HERE FOR ENDWALLS
VARIES, 6' -0" to 13'-8"
End Wall Framing Option
SCALE: 1/4"= I' -0"
2-1/2" x 1/2" CORRUGATED ROOF
PANELS FASTENED WITH I /4 " -! 4 x
3/4" HWH TRAXX/! AT 6" O.C.
31/2" - 20ga. METAL BRACING,
ATTACH EACH END TO STUDS W/
(2) #10 SELF DRILLING GRABBER
SCREWS, (1) INTO EACH FLANGE
[NOTE THAT THIS BRACING 15
REQUIRED ON SIDE WALLS AS WELL
(BOTH SIDES OF EACH CORNER)1
VARIES, G'-O" to 13'-8"
End Wall Framing Option
SCALE: 1/4"= P-0"
3V2 METAL BRACE AT 3' -0"
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD
W/ (2) #10 SELF DRILLING
GRABBER SCREWS, (1)
INTO EACH FLANGE
SEE 51.2 FOR SKID AND FLOOR
FRAMING
VARIES, 6' -0" to 13' -8`
End Wall Framing Option
SCALE: 1/4"--=1'-Cr
orate
+Proved By
Approval Stamps:
Plwx Ha SW ja
Itithari L Bullock
Moauhr Btilidi tg Mao
3y" METAL BRACE AT 3' -O'
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD
W/ (2) #10 SELF DRILLING
GRABBER SCREWS, (1)
INTO EACH FLANGE
NOTE THAT THIS BRACING
15 REQUIRED ON SIDE
WALLS AS WELL (BOTH
SIDES OF EACH CORNER)
&raker itw'14s Cerl19csse yiet274
"APPROVED"
DOCUMENT
io /ao /la
Haney Associates, Inc.
Engineering as Construction Planning
P.O. Box 348, SIi Mile, B.C. 29682 - Phoue:864-646-1600
i
These Plans Were Designed in
Accordance with the 2010 Florida
Building Code for a Wind Speed of
165 m.p.h.
Single Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
i
D ' Project No.
Designed $y:
O.R.H. 12EN224 -
SWM165D
Checked By: Date:
C.L.A. ' 10/20/12
Sheet Number:
S1.6
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