RC-14-979 I
J r REC 1J
Miami Shores Village MAY 13 2014
Building Department BY:
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel: (305)795.2204 Fax:(305)756.8972
INSPECTION'S PHONE NUMBER: (305)762.4949
FBC 20
BUILDING Permit No.
PERMIT APPLICATION Master Permit No. 0-
Permit Type: BUILDING ROOFING
JOB ADDRESS: 138 NW 109th Street
City: Miami Shores County: Miami Dade Zip: 33168
Folio/Parcel#: 11-2136-010-0200
Is the Building Historically Designated:Yes NO X Flood Zone: NO
OWNER:Name(Fee Simple Titleholder):Michael C Compo Phone#:786-266-2937
Address:138 NW 109th Street
City: Miami Shores State: FL Zip: 33168
Tenant/1-essee Name: Phone#:
Email: mcompo@hotmail.com
CONTRACTOR:Company Name: ! Phone#:
Address:
City: State Zip:
Qualifier Name: Phone#:
State Certification or Registration#: Certificate of Competency#:
Contact Phone#: Email Address:
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$2500.00 Square/Linear Footage of Work: 120
Type of Work: OAddition UAlteration ONew ORepair/Replace ODemolition
Description of Work. Shed installation, 064allkq v i _ k g L.
Color thru tile:
Submittal Fee Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$ / 12
e
r r
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable) Citimortgage
Mortgage Lender's Address P.O. Box 6243
City Sioux Falls State SD Zip 57117-6243
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$2500, the applicant must
promise in good faith t a copy of the notice commencement and construction lien law brochure will be delivered to the person
whose pro rty is su ec to attachmen Al , a ertifted copy of the recorded notice of commencement must be posted at the job site
for the st i ec on hich occ s (7 ays after the building permit is issued. In the absence of such posted notice, the
inspection,will o be proved e' s ecti fee will be charged.
Signature _ Signature
Owner or Agent 0 Contractor
The foregoing instrument was acknowledged before me this - The foregoing instrument was acknowledged before me this
day of JJa4 ,201 ,by ZG I`Cbaej c day of ,20_,by ,
who is personally known to me or who has producedC.6-1 6 who is personally known to me or who has produced
J-q, FJ2�4D As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print:
My Commis o s:Notary Public State of Florida My Commission Expires:
Joanna M Felldano
+1 11mission12018062753
Ex{1ireS0
y� h
t(¢$asRsgga$a=k�kH+sla aIa 7-F*
APPROVED BY �'Plans Examiner / Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07110/07)(Revised 06/10/2009)(Revised 3/15/09)
o
Miami Shores Village
Bug Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMVNT
NAME: DATE: 3 f
ADDRESS:
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 entities 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.
Initial
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the
construction and is not hiring a licensed contractor to assume responsibility.
Initial
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 lice se 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 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 j9r substantially
improved it for sale or lease,which violates the exemption.
Initial-
5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction.
Initial-
6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supe�ise pers¢ns 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.
`3 Initial
y
7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that
erroneously implies that the property owner is providing his or her own labor and materials.1,as an owner-builder,may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while
working on my property. My homeowners 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. /
InfiaL_
8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to
perform the work being done.Any person working on my building who is not licensed must work under my direct supervision
and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and
social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for
the employee.I understand that my failure to follow these may subject to serious financial risk.
Initial
9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable
laws and requirement that govern owner-builders as well as employers.I also understand that the
Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations.
Initial
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the
United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the
Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfoddalicense.com/dbpr/pro/Cilbfiindex.html
Initial
11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party
legally and finan ially responsible for the proposed constru activity at the folowing address:
Initial
12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the informationat I
have provided on this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a
license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to
assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to
understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may
be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for
verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage.
Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and
returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the
notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when
the permit is issued.
Was acknowledged before me this da
9 � Y of 20
By ��who was personally known to me or who has
uce ereLcensr identification.
OW �400 ki4 Notary Publk SVOrs a
. Joanna M Feliciano
My CommissIm FF 082735
oawo, Ezpiresoim2/2018
5t!ORES
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
r. ares to �e Miami Shores, Florida 33138
�ORIDP' Tel: (305) 795.2204
Fax: (305) 756.8972
SURVEY AFFIDAVIT
STATE OF(FLORIDA)
COUNTY OF(DADE)
The undersigned Affiant, Michael Compo ,does hereby attest that
(Property owner)
The attached survey, performed by Atlantic Coast Surveying, Inc.
(Name of surveyor's company)
For address: 138 NVV 109th Street
Performed on 7/12/07 (date of survey)is an accurate representation of the existing conditions and
locations of all structures on the property as of this date.
The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property
without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to
remove or obtain permits for any structures which now may exist on the property which are not permitted or which
may viol zoning or i e regulations. The Affiant further understands that the existence of any such
s t r may off I' 'p ions as applicable to this or other permits.
Fu ff nt a ught.
Michael C Compo
roperty Owner signatur Property Owner Print Name
SWORN TO AND SUBSCRIBED before me this q day of M o .(90<L1.
Affiant is personally known tome, produced 141 -r;,'IDSY36dyaVa§�ident'rfication.
� .
teotFonde
Revised on 5/2212009/Revised on 6/12/09 +
Notary?u
btic Ste
°� nna M Felldet►0
8�r"Offimilstaft FF 082783
�ebill21201®
w
20 O 20 40
Scale 1 " = 20'
0.5' CURB
N.W. 109TH STREET
RK;HT-OF-YVAY - - -�—- - -
12.5' MEDUW 0 5,
CURB
14.5' ASPHALT PAVEMENT I
�A �I
IN1 M
I 11' GRASS
BW,0.0'S FOUND 60D NAIL
AT PC
. d 589'59'40"E.
. 5•w -'. = S.BW59*40"E. 75.00'1a" a .: } 20Z63'(R),202.76'(M)
29.5' 4'' BEARING BASS
0.1-S-7 �r PLAT
/8' ID FIRl/2iCAN'T ID
.2i's - 0.19'ED.00'N
A.2'E27.3'S
Z Z� F/C•0.6'E 25X5
4'
12 8 - 6.0' 5.4'
m OP m 14.4
C,26.1%0.4T
22.5'
N �
ONE STORY N
3.0 RESIDENCE N
N
OT o Mr 4 LOT 3
L CK 213 N c c� ��+K 213 BLOCK 213
s.5 r •
O
o O
O s.6'
11.7' O
0 'Mo. 13 4' O
4.8'
O .
PAO
Z .. : •• ewe' � g(,gt7ntc�rl
F/C,5.2'N,0.3'7
V 1.8'N,0 2'W F/C,1.8%0.3'E
7
3t2' 10.0'-
F/C,0.4'N,0.3'W
EP,2.5 S x � x=--x x—x--x---x /—FIP3/8',NO ID
4.0'. 0.21V,090N
np3/�-,,,� N.89057 12 W. 75.00
0.00 Fr- Oo'N 10'ASPMLT PAVEMEAT EP,i.6's
15'ASPHALT MGM' OF WAY
FIA ManulaWed BW*V Progran}
Busines `(� - , °"°'�'"'fit�
Professi6nal Talahasw—Rwda3239MM
�r. iJ�ation PNS.850.4871824•Fax 8504148438
Ken Lawson,Secretary Rick Scott Govemor
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
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 I, 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 are properly posted on our
website.All site-related Installation Issues-are subject to the local authority having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year. 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 SCIS(www.floridabuilding.ora)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.floridabuildloo.ora to see valuable Information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:National Design and Inspection,Inc.
165D/1 75C Lapsider BoxEave `shed Master flan "
6DIF-RAL NOTE5: Lark Builders DE51GN PARAMETERS: (HIP-GABLE ROOF)
'. rMi5 STRUCTURE`NAS DESIGNED IN ACCORDANCE WITH THE 2009 "HIND DE51GN PER A5C 7-10, 3F-15MIC DESIGN PER A15C 341-051 APPROVED
SBC BUILDING CODE 4 2010 FLORIDA.BUILDING CODE. WIND 409 Dixon `J' treet I. 'HIND VELOCITY. I GSrnph (&F.0)/ 175 mph (Exp.t.) _ DOGUMEj>ri '
LOADING DESIGNED IN ACCORDANCE WITH THE A5CE - 7-10. ., WINO IMPORTANCE FACTOR: 1 .0ALL �e
ERIAL5 AND I.ABOR SMALL t3E IN ACCORDANCE WITH THE
ABOVE(CODE ANU ALL orH K APPLICABLE LOCAL CODES AT THE Vidalia, GA 30474 3. WIND EXPOSURE: D(1 G5mph)/G (I 75mph) ss VISE,D
TIME OP MANUFACTURE. 4. INT. PRE55URZ COEFFICIENT: 0.18 t
3. WRITTEN DIMEN51ONS SHALL TAKE PRECEDENCE OVER SCALED 5. ENCLOSURE CLA551FICATION: ENCLOSED
1:IMEN510N. G. COMPONENTS AND CLADDING- j
ROOF LOAD(ZONE#1): +27.4/-56.0 PSP -= _•:'J�.�/1.;_ _ Ptah
F. OUTSIDE OVERALL DIMENSIONS CAN VARY BETMLIMITS A LIMITS SHOWN Sheet Index ROOF LOAD(ZONE#2): 1.27.4/-78.9 P5P '•. ;:r..vr1 i:p_. __.__ �a?•;T�>', .-_._
dUT MEMBER SPACING:SHALL NOT EXCEED LIMITS A5 INDICATED. -ROOF LOAD(ZONE#3): 1-27.4/--1 24.6 PSP [ rtr:rrf l I:ultoMt
i. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: S1.0 Cover -General & Design Notes WALL LOAD(ZONE:#4): 1.59.5/--65.2 115E :,;,,f„��r rt,�u,I1:�,i I'h : Gciaunfncr rtorlrto 4wfWeols
-WALL LOAD(ZONE#5): f-GO-Q-7G.6 P5F
=LOOK JOISTS- 2x4 5.Y.P.#2-(12-15%MOISTURE CONTENT) S1.1 Electrical & General Floor Plan WALL LOAD(ZONE#4445): 1•60.01-70.9 rSF
1x6 5.Y.P42-(12-15%M015TURE CONTENT) S1.2 Skids & Floor Framing Plan (Pressures for I G50 exceed those for 175C)
2x8 5.Y.P.A2-(12.15%MOISTURE CONTENT) 51.3 Skid and Floor Framing Details 7. FLOOR DESIGN UVC LOAD: 125 P5F
�. ALL OF THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED: :'uh�0 sial on 1110 at NLV headgUUMM
��K1DS, FLOOR JOISTS ANO 3/4"TEG FLOOR SHEATHING - ,'3. FLOUR DESIGN DEAD LOAD: 12 PSP
.4 Roof Framing & Schedule 9• ROOF DESIGN LIVE LOAD: 20 f�P
7. TRUSS DE51C;NED TO SUPPORT D.L. S1
I-LL=30 P.S.F. 10. ROOF DE51GN DEAD LOAD: 'SELF WEIGHT
). HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND S1.5 Typical Frame Section Details 1 1. WALL VE51GN LOAD: c3 PSF
•3Ut3JECr f0 LOCAL JURISDICTION APPROVAL. 12. COMBINATION LOADS: 6 PER ASCE 7-1 O
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM S1.6 End Wall Frame Options .�brfdnp ss egeMlwosPa
YIELD STRENGTH.
13. SEISMIC USE GROUP: B Tao+w v.iMa
1 cap[y with the t t). 1:OO1.1. BUILDING CATEGORY: I t mads Nanufnctwod old.F SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED. SEE FBC GENERAL NOTES CONTINUED: 1 5. 13UILDING OCCUPANCY: •STORAGE - NON HABITABLE Au•owl aAoptadCodes and
1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL I r, CONSTRUCTION TYPE: `/ B Adhom to the fopowtng�
900F5 SHALL MEET MANUFACTURER'S RECOMMENDATIONS. 17 ALLOWABLE FLOORS: 7 Construe�lon f ypI V
I I. K.00F RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL :-'2- DOOR SHALL BE 2 1/4*x 1 I/I G'ALUMINUM EXTRUDED Otr u"n r
';rUD5 AND SHALL BE LOCATED DIRECTLY OVER n IE WALL STUD. RAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM fttlM. 143. L-.YTERIOR WALL FIRE RATING: O occupyAllawswe n nooro
2. ROOF'5LOPE5 BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE DOOR ATTACHED TO VERTICAL 2x4. I a. DESIGN OVERHANG: �3 INCH
JNUERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION _ :Nnd'Au•.+eiN- IT
� � .'3. OPTIONAL ODORS INCLUDE DOUBLE ALUMINUM DOORS, -0. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 �FLORIDA F1roNo.a:-•
1507.2.8 OF THE F.B.C. 201 O �;ARAGE DOORS, GO'x /2'ALUMINUM DOOR. 32' AND BUILDING CODE 201 O
<_'I. THE CONTRACTOR/MANUFACTIJRER MUST COMPLY WITH rMt! ins h t 5
'i. ANCHORS SHALL MEET THE REQUIREMENTS OP ALL APPLICABLE 18 SINGLE DOORS. AND PRE HUNG. DOORS. TYPE, I"OLLOWING CODES: Annw 0.1Os11r R•)9d f ��
LOCAL CODES AND THIS 15 NOT A FOUNDATION DESIGN. ':IZE. QUANTITY, AND LOCATION MAY VARY.
201 O FLORIDA BUILDING CODE • nprrwaf oa&1
•1. t)111LDING IS CLASSIFIED AS TYPE"5' (STORAGE) 24. PREMANUFACTURED DOORS THAT MEET APPLI(:ABLE CODE5 15. ALUMINUM WINDOWS- TYPE. SIZE. QUANTITY.AND LOCATION MAY MAY BE USED INSTEAD OF DOORS LISTED ABOVE �'O!O FLORIDA MECHANICAL c:OUE Appnnv+a J 1ni
,-LECTQiCAL NOTES: r Approval Stamp : - ,
:. 7HEN AIR CONDITIONING 15 IN5TALLED IN THIS BUILDING. IT 5HALL BE
i IE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL
t:ONTRACTOR TO VERIFY WIRE AND BREAKER 51ZE5 FOR ACTUAL ,�t•`
.IVAC UNITS) INSTALLED ALL WIRING TO BE IN ACCORDANCE MThME NArioNAL V t�
2. FLEXIBLE CONDUIT R LIGHT FIXTURE5.RIC CODE LATEST DITION. `+n��❑
—
3. EACH CIRCUIT 15 TO HAVE COPPER
GROUND MIKE CONNECTED ONTINUOUS EQUIPPMENTOUD GROU D BAR IN
THETMAIN NINDOW HEIGHT, LOCATIONppD1.1M'
32'MIN., 60 MAX. IMUTN
DISTRIBUTION PANEL. AND QUANTITY MAY VARY 24' BY 9-8'I(EIGHT DOOR.
I. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE AND ARE OPTIONAL. 5' MAX. MAX.1 1, \\ LOCATION MAY VARY.
GROUNDED TO MINIMUM 10'-O"COPPER CLAD EARTH DRIVEN ROD
'KITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL.
5. ALL CONDUIT TERMINATION'S OF I.OR LARGER ARE TO HAVE PLASTIC — • — • • -
INSULATED BUSHINGS. 1
5. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL l _y' METAL 5TUD5
ELECTRICAL CODE(NEC). LIFE SAFETY CODE(NFPA 10 1). LATEST SPACED AT 248 =+tc_.__
t'UtTIONS. - –11.L_.....
i. HVAC EQUIPMENT 5HALL BE PROVIDED WITH R.EADILYACCE551BLE ;n , O.C. MAX'
DISCONNECTS ADJACENT TO THE EQUIPMENT 5ERVED. A UNIT SWITCH _ tG
•T.3/4 nii i and I. r
0 FLOUR aHEAT1tING Gu!ncfa
WITH A MARKED"OFF'P051TION THAT 15 PART OF THE HVAC SEE VARIOUS ENO `3EE VARIOUS END WALL 11A�ii1�' ttOtt`'i�+!'1i'" "+u+tncr(ior6ts Grlfi�coh:5�?$�
CQUIPMENT 5HALL BE PERMITTED AS THE 015CONNECTING MEANS t� NALL FRAMING ]
ONLY WHERE OTHER 015CONNECTING MEANS ARE AL50 PROVIDED BY L.D SECTIONS FOR WALL FRAMING 5ECTION5 FOR
A READILY ACCE551BLE CIRCUIT BREAKER. AND WINDOW FRAMING. WALL AND DOOR FRAMING.
.3. PRIOR TO ENERGIZING THE ELECTRICAL 3-T5TEM THE INTERRUPTING /
KATING Or THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED A5
BEING IN COMrUANCE WITH 5EC. 1 10-7 OF THE NEC BY A,LOCAL
VLECTRICAL CONSULTANT.
3. THE MAIN ELECTRICAL PANEL. FEEDERS. POWER IIOOKUP TO BUILDING
(INCLUDING ALL DISCONNECTS. OVER CURRENT DEVICES, PANELS.
GROUNDING, ETC.)15 DC51GNED BY OTHERS. 31TE INSTALLED.
jUBJECT TO LOCAL JURI50ICTION APPROVAL.
10. ALL WIRES TO 5WITCHE5 AND OUTLET5 TO BE 412 AWG THHN AND OPTIONAL ELECTRIC TO-) 1 :32'MIN. Ga MAX.WIDTH
'HILL MEET THE COLOR CODE REQUIREMENT3 5E'T FORTH IN THE NFPA ?tACH UNIT FIELD �i 3Y G-8' HEIGHT DOOR,
70. NATIONAL ELECTRICAL CODE. CONNECTED FROM i.00ATION MAY VARY.
11. ALL ELECTRICAL OUTLETS SMALL OE GFCI IN AC;r ORDANCE WITH 'COSTING POWER
ARTICLE 12 10.80)(2)NEC-08. lUIJRCE TO UNIT
Electrical Symbol Key -O• MAXIMUM BUILDING LENGTH
' GFCI Duplex Receptacle 120V 10 ;IOTES:
•ALL ELECTPJCAL EQUIPMENT 5HOWN tt OS PTIONAL AND LOCATIONS MAY VARY.
O Incandescent Light w/ (1)-60w Bulb
Junction Box ryptcal Floor flan
'SCALE:
1/4"–I 14Y
3 Switch �
_ Aio �OCT'�
WP _ Weatherproof ,JAJ9071— 7WYS /dam/T
4-'
$R Switch w/Receptacle Outlet 120V 10
TheS�: +.gin, Were Designed In Single Wide Metal Master Plan Designed By: Project No. .SlieetNumber:
Haney Associates, .Inn. Accor-.l.anr:e .4jith the 201 () Florida O.R.H. 13EN224-
�r. CnQineerin$ & Construction Planning �U11C11i'r, .� -, Lark Builders M1650/175C
(:,-(.l•. fov %Fie-i . Ped of X09 Dixon Street sit
r. P.O.B.ei19;SkIN111t.&C.196SI-YAune:dMaJ�.:NfQ -�p�
�-�'S,n�h u I���! f ' mph ., i Checked nate: 1
I!:�:p.c. I Vidalia, GA 30474C.L.A. +)5/20/13
I—
l�.Xpproval Stamps: r
I SKID LAYOUT AND FLOOR FRAMING SCHEDULE 3EE 5CHEDULE FOR J015T SIZE
125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) ---�
Width Joist Size&spacing A B Width Joist Size&Spacing A B
2x4's @ 16"O.C., Max. 15" 42" 6'-0" 2x4's @ 16"O.C., Max.- 12" 24° -
8f-0" 2x6's @ 16" O.C., Max. 18" 60" 8'-0" 2x6's @ 16"O.C., Max. 16" 32"
10'-0" 2x6's @ 16" O.C., Max. 24" 72" 10'-0" 2x6's (off 16" O.C., Max. 20" 40" 3EE 5CHEDULE FOR J015T 51ZE
11'-0" 2x6's @ 16" O.C., Max. 24" 840 .111-00 2x6's @ 16" O.C., Max. 22" 44"
11'-8" 2x6's @ 16" O.C., Max. 28" 84" 11'-8" 2x6's @ 16" O.C., Max. 24" 46"
13'41 1 2x8's @ 16" O.C., Max. 36" 84" 131-00 2x8's @ 16" O.C., Max. 26" 52" �" '5" -B-
, -8
a"
13'-8" 2x8's @ 16" O.C., Max. 40" 84" 13'-8" 2x8's @ 16" O.C., Max. 28" 56" .S- a 13 _
e �.. ../,-, Nl1u Nn. M/7 f
NOTES:
•FA�5T NER5 WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH
Y?�'"""-- --• -
UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED. R rhmdl L.Sutler);
•ALL 5KID5 ARE P.T.-4x6 5.Y.P. 112 OR (2)-P.T.-2x6 5.Y.P. #2 �n:lnhtr 1111m.111y Ylu L4.411uinM plarlds Cirokle >e%'Mie
.(;'-O'WIDE UNITS MAY USE 2x4 S.Y.P. #3 JOISTS
.ALL JOISTS ARE TO BE P.T.-S.Y.P. Ill
P.T. 51DE RAIL TO MATCH T. 51DE RAIL TO MATCH
JOIST SIZE, SEE FRAMING !01ST 51ZE. SEE FRAMING
5CHEDULE FOR SIZES. SCHEDULE FOR SIZES.
I
I I j m
' SEE SCHEDULE FOR J015T 51ZE
SEE SCHEDULE FOR J015T SIZE i
I�2
.
I
I
3 P.T.-46 5.Y.P. N2 or �}tlp,;r y,.()• 3P.T.-4x6 S.Y.P. �Y2 or
(2)-P.T.-2x6 S.Y.P.N2 SKIDS 4'-0'or 6'-O•OptMaal eorcn (2)-P.T.-2xG 5.Y.P. R SKIDS Optional Perch ugf�//9
5a-(Y MAXIMUM BUILDING LENGTH 5074Y MAXIMUM BUILDING LENGTH
Fr
Typical 2 5kld Floor framing Plan Typical 3 5kid Floor Framinq Plan
3CALE: 1/4"=1'-O'
SCALE: 1/4"=I'-O'•
I'! ms 'Mere Designed In Single Wide Metal Master Plan oes;ped By. Project No. Street Number:
Haney Associates, jnc. Accor,---mrc /1th the 2010 Florida O.R.H. 13EN224-
qV
Engineering & Construction Planning (3Uli�ilt^ t - , o , Lark Builders 4165D/175C
P.O.Box 34s.S1z,%f0�.�.G2961:•Phonr.8bi.6J6i�)�/ {� for a 'Mind Speed of Sls2
109 Dixon Street
I I r-r; - � Checked 13 uale:
I ir.'�ri =�r'.D ;Ind 1 75mph Fxp. r.
Vidalia, GA 30474 5R0/13
1
20ga. METAL WALL STUDS approval Stampa:—�
.EE PLAN VIEW FOR 5PACING
—.KID5 MAY F3E P.T.-4A;5.Y.P. i I'EE FRAMING 5CHCDULE I ' rO
�t�R JCIST SIZE f2 GR(2)-P.T.-2xG:3.Y.P. 12 1 1Jx' - 20ga. METAL SOLE PLATE,
i I i CCNT1NOUs W/5/16'x4' LAGS "APPROVED-11.\-TACH EACH 5TUD TO 5OLE I I AT I G.O.C., Max. _ u0V f ,m
i P LATE WITH (2) #10 5ELP I I .T. 3/4'TiG FLOOR U (f
EiVr
?KILLING rRi>t3BER SCR@NS I 1 SHEATHING
i (1) INTO EACH FLANGE.
SENCO K28(OR EQUAL) 4/—NOTCH 5KID5 IY'x I&
IIAIL5 At 12'O.C., ROWS FOR EACH FLOOR J015T
3HALL DE 1.5' FROM EDGE,
J ——————————
STAGGER ROWS G'FOR
;2)-P.T.-S.Y.P.-2xGs 5KIDS, ( 2x BLOCKING BETWEEN
START PATTERN WITHIN G' 5KID5, FASTEN TO END
OF EACH END OF 5KID ?x4 BLOCKING BETWEEN 1015T W/(J-1 -0.120!t3"
SKIDS FA5TEN W/ �'—"--- 1 2r U.-(f-MAILS AT 12'O.C. EACH1
(2) 0.12(7x3°NAIL5 AT SIDE, 5TAGGERED. /,y 111/1 S�,
I SKIU�PtAUP.FRAMI{�I ' ll Al
2 FRAMI D /til .r.�.i;. ..._..._...,i.� ►�triei+V�....
0141,r4i 11- .ul,ark
•,r•.. u•.ir•!h.•r r'bim .�t�udtrr b'lnrblA('erlli�ots�hI!P^.�}
KIDS MAY BE'P.T.-4xG;3.Y.P.
12 OR(2)-P.T.-2x6 S:f.P. �1L e!:
1 �,
2' LAP SPLICE FA5TENED
;Y/(G)-5/1 G'x4"LAGS
P.T.� XG S.Y.P. (OUTER FACE). (3)-5/1 G'x4'
l2 5KID5 LAG5 (INNER FACE). (9) LAG
ATTACH J015T TO SKID WITH 5CREW5 TOTAL.
'i/I G"a4'LAG 5CREW OR(2)
-IMP50N H-3 (OR EQUAL)AT
LACH END OF JOIST. SEE
FRAMING 5CHEDULE FOR SIZE. 3"xW 5PLICE PLATE ON 3 of
4 SIDES OF JOINT. FA5TEN
(Z)-P.T.•2x6 EACH PLATE W!(5)-5ENCO
NOTE:ATTACH END JOI5T5 TO 5KIO WiTtt(2)-5/t 6'x4" 3-Y.F. T2 5KIDS K28(OR EQUAL)NAIL5
AG 5CREW5(OR(4)-0.131 x4'GUN NAIL51 AND A IfACH 5I0E.
511MPSON H-3 (OR EQUAL] AT EACH END OP JOI T.
�5��0�►3
TYPICAL 5KID TO
3 t I NNECTfONDETAIL 4 -
f.. :3t4•••r- _ tCA SKID SPLICING DETAIL
The�� j-1111s ,Vere 0e5tc3ned 1n Sit�gie Wlde Metal Master Plar1 Designed fly: Project No sheet Number:
Haney Associates Inc. Accordance :vlth rhe 2010 Floridasf r122a-
Engineering3c Construction Planning I F3Ul) t (� �- Lark Builders O.R.H.O'RNM165D/175C
64 ;_ . d n .ori.. .r i �r/ind .:pe S14-3
P.o.Dos l+a,sl:litre.S.C.19eal.r hene:ddJ�+J6.:A7q ed ��� 109 Dixon Street
i SJrr,Gh r.-:(p.i) ;,t;t '�171ph Cxp.0 ` . Checked By: Date:
Vidalia, GA :30474 O.L.A. 05/20/13
4 of 7.—_—_
1 -
RRFj%fi"a rnpa.
ROOF FRAMING SCHEDULE :,cHEDULE AND ROOF FRAMING NOTE5:
`Nall Framing at 24" O.C., Max. .ROOF FRAMING 5HALL DE SPACED TO UNE UP DIRECTLY OVER THE WALL 3TUD5 FOR PROPER LOAD TRAN5FER AND STRAPPING.
•ROOF DRAINAGE 5HALL COMPLY WITH F.B.C. 2010 1503 AND 8318.6 N01
`Width Rafter and Brace Size and Spacing: 'FASTENERS WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL STRUCTURAL COMFONENr5 A5 SET FORTH UNDER FBC 2304.9.1 « —
AND TA13M 2304.9.1 UNLE55 OTHERWISE 5PECIFIE0. APPF�OU.ED7
•RIDGE MAY RUN IN THE 5HORT DIRECTION 'TURNAROUND'OR'VAULTED'5TYLE WITH A MAXIMUM GABLE END OF 30-0"AND 51DE DOC ItrN�Y�MMT
6'-0" ASIS SSMA—S 350S162-54 @ 24" O.C. Max. WALL5 THAT VARY G-(r TO 13'-80 Olt THE LONG DIRECTION"5TANDARD'WITH GABLE END5 THAT VARY 9-O'TO 13-8'WITH A
al-W ASIS SSMA S 3508162-54 Q 24" O.C. Max. MAXIMUM 51DE WALL LENGTH OF 50-0•.
•ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WI rH t3UILDEX 10-1 tax 1 TEK5 PANHEAD SCREW5'MTH#3 DRILL POINT
10'-0" ASIS SSMA S 350S162-54 @ 24" O.C. Max. AT G!O.C.
11'-0" ASIS SSMA S 350S162-54 @ 24" O.C. Max.
11'-8" ASIS SSMA S 350S162-54 Q 24" O.C. Max.
13'-0" ASIS SSMA S 35OS162-54 @ 24" O.C. Max.
ASIS SSMA S 350S162-54 24" O.C. Max.
;tlrtla i L.Rul;arlt
,}�. ��••ir::i"•.►'111n.its klrr L1orWb Garil�ri[aM �
l
:3tmtdard Wdge
_ �..� � •-:�� _r.� ten=:
n - =Vz - 20ga. METAL RAFTERS AND
Li
v BRACING. 5PACED AT 24"O.C.. MAX.
i' LINE UP RAFTERS TO LAND ON WALL
_ d 5TUD5 FOR LOAD TRAN5FER. BRACING
I TO MATCH RAFTER SIZE AND GRADE,
SPACED AT 24.O.C., Max.. A MINIMUM
OF 4 5ECTION5 OF BRACING,ARE
I REQUIRED FOR ANY SPANS ABOVE I I'•.`3'
I
50'•O' MAXIMUM 01JILDING LENGTH - .30'-()-MAX. FOR VAULTED ROOF
15��4�13
�vpical Roof Framing Plan
jCALE: 1/4 I'-U' /3
_ these rl,inn� kMere C)eslgned 1n Sin le Tilde Metal Master Plan Desped Bq; Pmject No. sheet Number.
Tr -1
H_y .��SSOCiates, Inc. Accordance •.vith the 2010 Florida O.R.H. 13EN224-
Int;ineering Construction PlanninG �, Lark Builders 1ri]65D/t?SC�3U11dIn� c.,�,.i. r I vVlnd eed ��f '� ,
a.n.13a:� .sl•►!u�s.c.reui-Phaae d6l.bJb-769q . .. �.r p 409 Dixon Street
I ! 5(T'lh Exp.+ ��..f ; ;Smph Exp.0 �/ CSA .�
Checked By:
Date:
_--- - --- .. .. _... -- ---- -- -- idalia� 30474 c-.L.A. 6/20/1
I AP�rovaC-Sumps: T
NG TO
_
—A
A`HeoP+�i( N01-
TOP PIATNAiFRAMNG "APPROVED"BUILDEX 1o-1 Q I rEK5
FANH
INI
DRILL POINT ASCREW'S CTH# 3 ..00CUMEw_ .
SEE ROOF FRAMING t
aCHEDULE FOR RAFTER AND
3RACING 512E5 AND SPACING t
i
i
t
2 1/2'x 1/2"CORRUGATED . i
ROOF PANELS FASTENED LUNG. A-O-2, ATTACH W/ (2) �!0 SELF ga. METAL COLLAR TIE.4'-O' A"-20 a. METAL 5TUD5—�
'WITH I/4°-14x3/4'HWH
DR)LUNG GRABBER SCREWS EACH SIDE SPACED AT 24'O.C. MAX.
f RAxX/I AT G*O.C. I
Wpewtnj
r
SEE ROOF FRAMING :3Ka'-20ga. METAL STUDS I n _R A5G QPTION DETAIL v alit C.l.Ulfr.V.11
a
:;CHEDUL.E FOR RAFTERS SPACED AT 24'O.C. MAX. JI4-V.I �I�Qnr tlut1:11tvt 111ani F h-usaincr Harlda CsrNldtvt/ �
U I; 3Ya'-20ga. METAL BRACE AT
O .3EE ROOF FRAMING 3'-0'ABOVE FINISHED FLOOR,
`SCHEDULE FOR FA5TOJING ATTACH TO EACH 5TUD W/(2)
n ti REOUIREMPN175 410 5ELF DRILLING GRABBER
o ° 5CREW5.(1) INTO EACH FLANGE
tATTACH ROOF FRAMING TO
o O EE 51.2 FOR SKID 2 1/2'x 1/0 CORRUGATED
AND FLOOR FRAMING TQP PLATE OP WALL FRAMING
PANELS (FASTENIED W/118 x ':VI TH BUILDER 10-I Q iEKS
I%2 WOOD SCREW AT G' PANHEAD 5CREW5 WITH #3
U.C. (OR ECIUAU -- URILL POINT AT G'O.C.
I/ARIE5, W-(3' to 1;3'-80
Typical Frame 5ectlon
SCALE: I/4'm
WE ROOF FRAMING I
V-()" :,CHEDULE VOR RAFTER AND 1
RACING 51ZE5 AND 5PACING =
all-20 a. METAL5TUD5—"
PACED AT 24'O.C. MAX.
os/acyls
/ Z 1tQVERHANG OPTION DETAIL
The5z ►'I1ns Were De51cjned In Single Wide Metal Master Plan Designed BY: Project No. Sheet Number:
Haney Associates, Inc. Accordance :vith the 2010 Florida o.i�x.
13EN224-
Engineering & Construction PlInnning Lark Builders 1�[165D/1'75C
� � Bultdlny Cade. `ter a '
1+.E?Do1J4#,SIIZA1tU.SS.C.17482.►�Mne:»6•Il•i6-r6u0 Nlnd '-peed of� , X09.Dixon Street. Checked By: >>ate: S1z5
'
1 ! h5rnph Cxp.L? �r,a 175mvh t-Xp.0 ( lidalia, GA 30174 �'.rr.A. �srzo/13
_. — 6 of 7
- Approval Stamps:` l
2-1/2•x I/2'rc truGAFED ROOF
/ 'ANEL.3 FA5TE'Ir-D'.Vi FH 1/4*-1 4 v \
NDI
"APPROVED".
1
DOCUMENT
1 Y2"- 2Q.ia. me.TAL BRACING. �N` //
ATTACH dACH ENO TO 5TUD5 W/ ` �VZ METAL BRACE AT 3 0
✓2 METAL BRACE FL OR.—\ (2)#I O'7Ete UKIW NG GRABBER �'�. � � •
ABOVE FINISHED FLOOR, 3CRFWS, (1) INTO EACH FLANGE �' �� ABOVE FINI5HED FLOOR,
ATTACH TO EACH STUD + ATTACH to EACH STUD
:V/(2)#10 SELF DRILLING { (NOT]: THAT THIS BRACING 15 W/(2)#10 SELF DRILLING
GRABBEK 5CREW5. (I) Z.EC2JI9E0 ON 51DE WALLS AS WELL GRABBER SCREWS, (1)
!NFO EACH FLANGE 'BOTH 51DE5 OF EACH CORNER)] INTO EACH FLANGE
SEE 51.2 FOR 5KID AND FLOOR
/ARIES, 6'-O"to 13'-t3' FRAMING VARIES. G-C' to 13'-W ��Lcp'I 3 110011
H1 7 1•'41
End Wail Framing Option End Will Framing Option .. ��i�' '• ° -•-- -
:?GALE: I!4"=I'-O' WALL OPENING FOR SiOE WALLS AIBP SCALE: 114'=I'- +acltH:t L`ulltrk
TO BE FRAMED SIMILAK f0 THOSE O' •.t••,��.• Onm uka n nor'olarids Carsukw s""EIm
SHOWN HERE FOR ENDWALL5
?-1/2'x 1/2'comuGATL:D ROOF
!':\NE15 FASTENED WITH 1/4%14 x �`
1/4" HWH TRAXY/1 AT 6"O.C.
1
i
4'-cT
Max' 20da. METAL BRACING. Max.
A METAL r7RACE AT 3'(i'—� ii'ACM EACH END TO 5TUD5 W/ \
ABOVE FIN15MED I'LOOR. _ + 41 O SELF DRILLING GRABBER love METAL BRACE AT 3'-0"
'PAIS. (1) INTO EACH FLANGE ABOVE FIN15HF-D FLOOR,
ATTACH TO EACH STUD �� ! b ATTACH TO EACH STUD
N/(2)#10 SELF DRILLING ; jam• OTE THAT TH15 BRACING IS
,;RABBEK SCREWS, (1) ' 'i.!RED ON 51DE WALL5 AS WELL (NRABB S 1 DRILLING
! NTO EACH FLANGE I 1 'c;TH SIDE5 OF FASCREW
CH CORNER)] I I INTO EACH FLANGE
INOTI'_THAT'rHls DRA;ING
15 REQUIRED ON SIDE
I -7r:E 51 1 FOR SKID AND FLUOR 'VALL5 A5 WELL(BOTH
VAKIE5, G-O"to 13'-8' 01 RAMING VARIES, G-O'to 13'-& 51DE5 OF EACH CORNER)
End Wall Framing Option End Wall Framing Option -
:CALF: 1!4"=1'-O" SCALE: I/4'-1'-O•
These ,pian-, Wcre Deslcped in 4 Single Wide Metal Master Pian Design Project NO. Sheet Number:
X. Haney Associates, Inn. Accord lricr with the 2010 Florida O.R.H. I3EN224.
En�ineerinR 3c Construe tiun Planning F3UIIdln�j rid Spee. Lark Builders M165D/17SC
n.Ros.six,stiainr.s.c..atia:•VRene:iAflclbYT990 I �5mph '< �� i 7 _ d of t49 Dixon Street S1 * 6
`-- � -1 �rr.nh t:< L � • ,. � I Checked t3y: vale:
• is�r
_ . ! p .ldalia, GA 30474 i
�_._�. 7 ,4 7 --
51MP05N 5PH4(OR
CHOR1- SCHEDULE Sln le Wide ANCHOMNO SCHEDULE Simale Wide 3/1 G"GALVANIZED CABLE EQUAU ® I6.O.C.AND
(ding 6 Na_ BIOdI OpL Opt Opt Opt BuUdIL1q 9u �0 yam-BI B Opt Opt Opt Opt TIE D WN EN I VEERING556(OFt I (I) I/21554•ASTM A307 51MPOSN 5FH4(OR a
LengM SPa Blocks 1 2 3 4 Width Vn�th gPi9 1 2 3 4 EQUIVALENT).TIGHTEN TO GRADE A(MIN.)LAG BOLT EQUAL)® 16'O.C. AND
-0. 8'.0• 7t6• 4 2 2 2 2 13'1 14'-0' VI 9 3 5 8 7 500 LBS OF TENSION mRu BAse PLATE DBL 2xN (I) I/2SMI ASTM A-- � �6
BLOCKING GRADE A(MIN.)LAG BOLT BLOCKING
-0• -0' T$• a 2 2 3 3 13'-0' 18'-0• &1 9 4 6 9 8 REQUIRED FOR THRU BASE PLATE REQUIRED FOIY
10a� 7'$• 4 2 2 3 3 13'-0' 18'-0' fl'-8■ 10 4 8 10 9 USE(3)-3/16'GALVANIZED 5/8•DIA.THRU BOLT THRU BOLT THRU BOLT
-0• CLAMP TIE DOWN { WITH 2'WASHER. ATTACHMENT. 5/8'DIA.THRU BOLT ATTACHMENT.
-0. 12!-W T$' 4 2 2 4 3 13'-0' 20'-0• 8'-8' 12 4 7 11 10 ENGINEERING PART P5TM A307 GRADE A WITH 2•WASHER.-
,,O• 8'-0' T-8' 4 2 2 4 3 13'-0' 22'-0' 8'-8• 12 4 7 12 10 #53806(OR EQUIVALENT) 4rxB'a1_4•. (MIN.)GALVANIZED OR p5TM A307 GRADE A
• 10'-0' T-8■ 4 2 3 4NS
13'-0' 24'-0` 8'$• 15 5 8 13 11 gK`• EQUIVALENT (MIN.)GALVANIZED ..._..
-0 OR EQUIVALENT
'.p• 12'-0' T$' 8 2 3 5 13'-0' 28'-0• 8'-8• is , 5 8 13 12 5/8•DIAM..X 48• °�� i ! ( �;�` '_.; ` • +
GROUND ANCHOR ' !
$sp■ 14'-0" T-8' 8 3 3 5 13'0 2V-W VI 17 5- 9 14 13 5/e"DIAM..X48•
WITH SINGLE 6•
8'-0' 18'-0• T-8■ 8 3 4 8 5 1T-W 30'-0' W4r 18 8 10 15 13 HELIX(MODEL GROUND ANCHOR c 5/e"DIA.X 48'
. #59065) v}: WITH SINGLE 6'HELIX / GROUND ANCHOR
10'.0• 10'-0• T-0• 4 2 3 5 5 13-0• 32-0 8-8■ 19 8 10 18 14 (MODEL#59065) �%, WITH SINGLE 6•HELIX
8 2 4 fl 1 5 13'0 W-17 VI 20 8 11 17 1 15 y,, 4� (MODEL#59065)
10'-0' 14'-0' T-0' 6 3 4 8 1 8 17-0' 38'-0' 8'-8■ 21 7 11 18 18
1070■ 18'-0' T-0• 8 3 5 7 8 13'-0' W-W (Mr 22 7 12 19 17
10•..0" 20'-0• T-0• 8 4 5 8 8 ITO 40'-0• e'$• 24 7 12 20 17 Anchor Attachment Option #I Anchor Attachment Option #2 Anchor Attachment Option #2
1 V4r 24'-0' T-0' 10 4 6 10 9 13'-0• 42'-0• 8'$■ 24 8 13 20 18
10'-0" 28'-0• T-0• 10 5 7 10 9 13'-0' 4,1 6`4r 24 8 13 21 19 2x4 STUDS.SEE PLANS 311 6'WN ENGINEERING
CABLE TIE
SIMPSON 5PH4(OR EQUAL.) FOR SPACING DOWN ENGINEERING PART
1010• 30'-0' r-w 12 5 7 12 10 13'-0' 4V-W 8'$• 25 8 14 22 20 16'O.C.AND 1/2"DIAM.A5TM #51556(OR EQUIVALENT).
11'-0• 12'-0' 8'$• 8 3 4 8 8 13'-0' 48'-0■ 8'-8" 28 9 14 23 20 A36(MIN.)ANCHOR BOLTS 2x4 P.T.BOTTOM PLATE T;GHTEN TO 500 LBS OF TENSION
WITH A 5.5"MINIMUM
111-0■ 14'-0' (r4r 8 3 4 7 6 13'-0' 507-0' &1 27 9 15 24 21 EMBEDMENT AND A 1.75'MIN. MINUTE MAN MMA-18 OR EQUAL W/
■ 14'-0• 8'$• 12 3 5 9 8 EDGE DISTANCE.SPACE 3000 P51(MIN.)CONCRETE
3 5 8 7 13'$ 5/8"SIMPSON TITEW OR WEDGE-ALL
11-0 18'-0 8'$ 8 -
11'-0' 1$'-0• 8'$• 8 3 5 8 $ 13'$• 18'-0' 8'$ 12 4 8 9 8 ANCHORS AT 36"O.C.(MAX.) SLAB EMBEDED 3'MIN. INSTAL_A
20'-0' 8'$' 8 4 8 9 8 13'$' 18'-0• &1 14 4 7 10 9 "MINIMUM OF 4'FROM SLAB EDGE.
a 'v
22'-0' (W 10 4 8 10 9 13'-8' 20'-Q' 8'-8' 18 4 T 11 10 :v 3000 P51 (MIN.)
24'-0■ e'-8• 10 4 7 11 10 13'-8' 22'-0' 8'-8• 20 5 8 12 11 L, )I I • • , ,171
CONCRETE SLAB .
11'-0' 28'-0' 8'-8• 12 5 7 11 10 13'-8' 24'-0' 8'-8' 20 5 8 13 12 T! 'SECTION OF STUD BLACKING _
. _ ! T 1 INSIDE WALL TRACK.SAME GA.AS
11'-0• 2W-W 8'$" 12 5 8 12 11 13$ 264r 8'$' 24 5 9 14 13 1..-
W 12 5 8 13 11 13'-8' 28'-0' 8'$" 24 8 9 15 13 WALL STUDS. (4)-#12 x 3/4
SCREWS IN EACH FLANGE.AT EACH
Mr 6'$• 14 5 9 14 12 1 T4 3W-W 8'$' 24 6 10 16 14 ,r ANCHOR LOCATION OR USE A
11'-0• 3,1 8'-8` 14 6 9 14 /3 1 T4 32'-0' WO 28 6 11 17 15 Anchor Attachment Option #3' 51MP5ON BF5 I/2'xFbR EQUAL Anchor Attachment Option.#4
11'-0' 38'-0' 8'-8" 14 8 10 15 13 13,4r 34'4' TO 28 7 11 18 16
11'-0• 38'-0' 8'$■ 18 8 10 18 14 13'-8' 31r4r 614r 28 7 12 19 17
11'-0• 4W-W 8'-8• 18 7 10 17 15 iT4r 3V4r VI 32 7 12 20 17 •�e
11'-8■ 12'-0• 8'$• 8 3 4 7 8 13'-8' 417-W VI 32 8 13 21 18
11'-8' 147-0' 8'$■ 8 3 5 7 7 1314r 42'-0• SW 32 8 13 21 19 METAL STUD
11'-8` 18'-0• 8'$• 8 3 5 8 7 13'-8• 4,1 8'-8• 32 8 14 22 20 WALL TRACK
11'-8• if-W 8`$" 8 4 6 9 8 13'-8• 48'-0' 8'-8" 36 9 15 23 21
11'-8• 20'-0' 6'$• 8 4 6 10 9 13'-8' 411W TO 38 9 15 24 22 Wal{Track l odang Required for
Anchoring of Ploorle3s Metal Buildings
111-W 22'-0• WI 10 4 7 11 9 1 Y4 50'-0' Ir4r 38 9 18 25 22 GENERAL NOTES s�
11'-8" 2,V-W 8'$■ 10 4 7 11 10 1. DESIGN FOR MIN 2.500 P51 CONCRETE
11•-8• 29-W 6'$" 12 5 8 12 11 2. ALL HEUX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3150 Iba.AND AN ULTIMATE LOAD Or 4725 tbs.
11'-8■ 28'-0' 8'$' 12 5 $ 13 11 3. ANCHORS MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS.ANY MOING OR DAMAGE CAUSED UPON
DE51GN PARAMETERS INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. =
1 VI 30'-0• 8'$• 12 5 9 14 12 4. CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF WITH DQSTIN , NOITIONS.CONTRACTOR IS
11'-8' 32'-0' E3'$• 14 5 9 14 13
1. WIND DESIGN PER ASCE 7-10 RESPONSIBLE FOR MEETING SOIL CLASSIFICATION FOR SIZING HELICAL ANCHORS PER.I UFdGTURER'S_REQUIREMENTS.
2. DESIGN WINO SPEED: 165/ 175(ULTIMATE) 5. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 12.OF CORNER -
11'-8• 3,1 8'$' 14 8 10 15 14 3. ULTIMATE WIND EXPOSURE CATEGORIES: G. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES APART FROM ;E ChI OTHER.
11'-W 38'-0• 6*4r 14 6 10 18 14 165mph:D 175mph:C 7. THE ANCHOR MUST BE IN THE SITE 501L C1455 IN WHICH THE LOAD REQUIREMENTS_WERE-5E1'.
4. WIND IMPORTANCe FACTORS 1.0
11'-8' 38'-0' 6'$` 18 8 11 17 15 B. USE TIE-DOWN ENGINEERING(OR COMPARABLE) I/Z°X 30'GROUND ANCHOR WITH SINGLE 4'HELIX OR 5/8.DIA.X 40'AND 48•
S. ENCLOSURE CLASSIFICATION:ENCLOSED GROUND ANCHOR WITH SINGLE W HE UX
11'-8• 40'0 8`$' 18 I 7 11 18 18 G. DESIGN.MEETS INTERNATIONAL BUILDING 9, INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS A5 SPECIFIED BY TIE DOWN ENGINEERING;INC TO INCLUDE
11'-$• 4,V-W 61-W 16 7 12 19- 17 CODE 209 r FLORIDA BUILDING CODE 2010 RQUIREMENT51N9 FOR SPACING AND SITE SPECIFIC SOIL C.ONDITION3
11'-8" 50'-0' 8'$" 18 8 1$ 22 `19 10. MAXIMUM STRUCTURE HEIGHT 15 12 FEET(MAXIMUM WALL HEIGHT OF 8 FI "7 I
11. NUMBER OF ANCHORS U5TE.0 IN ANCHOR SCHEDULE ARE THE MINIMUM REQUIRED NUMBER OF-ANCHORS TO RUN.DOWN EACH
510e WALL(THE TOTAL NUMBER OF ANCHORS REQUIRED PER BUIUDING WOULD BE 2X THE NUMBER LISTED IN THE SCHEDULE) S
-
01120/13
` These Pians Were Designed In Foundation Anchoring Plans
These > j�cNo, Sheet Number.
Hanev Associates Inca Accordance with the 2010 Flordial LARK BUILDERS o.Rx. 13EN224
'Engineering 8� Construction-,Planning I Buiiding Code for a Ultimate Wind 409 DICKSON STREET Chlxkedsy: Dom:
F o
P.O.Bu"a st b14&C'ams-Phene:8a54.64s.'seo 5 eed u to I 5-D / 17 5-C C.L.A. oa/2o/t 3
p p VIDALIA, GA. 30474 } 10 1
I
CR ED
MAY IS 2014
e
CITY
COPY9
C ILI
PES IT' #. .4
Miami Shores VIMage
APPROVED --APPROVED ---- �_
ZONING DEPT }= xt
BLDG DEPT w` ,
SuB,IEcr r®cmpLjmm wm ALL FEDERAL,L-
STATE AND C CLWIY MULES NM REGULATIONS