RC-14-2810 Miami Shores Village
Building Department _
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY_ r
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20LO
BUILDING Master Permit No. �
PERMIT APPLICATION Sub Permit No.
�UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 1 �i ���
City: Miami Shores County: Miami Dade zip: g 1-;3
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFEE:"
OWNER:Name(Fee Simple Titleholder): ('� W j Phone#:_ &- C7U 4^�
r--
Address: `C
City: ,6W, S� State: , Zip: '2
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: Phone#:
Address:
City: State Zip:
Qualifier Name: Phone#:
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State:®® Zip:
$
Value of Work for this Permit: a Square/Linear Footage of Work: V�'� 0
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ D olition
Description of Work:ITU
d
Specify color of color thru tile:
Submittal Fee$ k1h Permit Fee$
CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ rO� '
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR,NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be-posted at the job site
for the first,in ection w ick ccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection 7! of b ap and a inspection fee will be charged.
Signatur d� Signature
i
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before'me this The foregoing instrument was acknowledged before me this
Qel day of� Com'—,20 )4+ by day of ,20 by
Aga ��7_Q�who is personally known to who is personally known to
me or who has prod ucedf QX17- NLC as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: Print:
Sindia Alvarez
Seal: + My Commission FF 158750 Seal:
or pIs` Expires 09/03/2018
APPROVED BY (� / `� Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Rip► Miami Shores, Florida 33138
Tel: (305)795.2204
Fax: (305)756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: J DATE:
ADDRESS: Coi`% �7, 331-1?
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 prdperty,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. 1 understand that state law requires construction to be done by a licensed contractor and have applied for owner-builder permit under an
exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as y o n contractor with certain
restrictions even though I do not have a license.
,D
Initial
2. I understand that building permits are not required to be signed by a property owner unless he or a is resp sable 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 tj3akI may protect myself from potential
financial risk by hiring a licensed contractor and having the permit filed in his or her name instead o y o name.I also understand that the
contractor is required by law to be licensed in Florida and to list his or license numbers on perm nd r
Initial
4. 1 understand that I may build or improve a one family or two-family residence or a,ferm 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 occu It may not be built or substantially
improved for sale or lease.If a building or residence that I have built or substantially improved m elf is s or leased within 1 year after the
construction is complete,the law will presume that I built or substantially improved it for sale or a e, folates the exemption.
Initi I.
5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construct
Initial
6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise pers s wo king n my building or residence.It
Is my responsikiility to ensure that the persons whom I employ have the license required by law a b c o municipal ordinance.
Initial
7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously
implies that the property owner is providing his or her own labor and materials. I,as an owner-builder,may be held liable and subjected to
serious financial risk for any injuries sustained by an unlicensed person or his or employees whileon my property.My homeowner's
Insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder nd are of the limits of my insurance
coverage for injuries to workers on my property.
Initial
8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the
work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by
me,which means that I must comply with laws requiring the withholding of federal income tax and so ecurity contributions under the
wkiRg
Federal Insurance Contributions Act(FICA)and must provide workers compensation for:.the emplo e.I un rstand 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 regulati n
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 m con ct the Florida Construction Industry
Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbr)r/aro/cilb/index.htmi
fta
Initi
11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and undJrstaam the parry
legally and financially responsible for the proposed construction activity at the following address:
Initia
12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to anytion that I have provided on
this disclosure.
Initial
Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the
Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial
loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or
employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder
permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of
the contractor's workers compensation coverage.
Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local
permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property
owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued.
Was acknowledged before me this day of 7tMgQF20
By who was personally known tome or who has
P o ced then `c nse or -_T _1T>QAas identification.
'0 Notary Public State of Fbrida
Sindia Alvairm
NOTARY My Commission FF 166750
er a Expires 00/02/2018
I J
a
January 22,2013 Page 1 of 1
_ Haney Associates, Inc.
Enginecring & Construction Planning
To: Whom it may concern at Miami Dade Building Dept.
From: Client Name: Bob Moore(Lark Builders)
Billing Address: 409 Dixon Street
Billing City&State: Vidalia, GA
Client Phone: (912)-538-1888
Date: January 22,2013
Subject: Using 165moh Exposure-D Buildin®Deslans In 175moh Exposure-C
Project Name: Lark Builders Master Designs
Project Number: 2013EN224
Note:
The design requirements for the wind pressures of a 175mph Exposure C zone are less than those for a
165mph Exposure D zone per ASCE 7-10. Therefore the 165mph Exposure D plans provided by Haney
Associates, Inc. for Lark builders are adequate to meet the design building requirements for a 175mph
Exposure C wind zone as well.The building construction requirements will remain the same.
Haney Associates,Inc.:
Aak
Orrick R. Haney (date)
(Principle Engineer) �f
165 mph Exp. D - Metal Lapsider Box Eave Shed Master (Plan Approval stamps:
GENERAL NOTES: DE51GN PARAMETERS: (HIP-GABLE ROOF)
1. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009
Lark Builders (WIND DE51GN PER A5CE 7-10,SEISMIC DE54GN PER AI5C 341-051
IBC BUILDING CODE 4 2010 FLORIDA BUILDING CODE.WIND I. WIND VELOCITY: !0rnph aebo 1G -44y No, lbS4
LOADING DESIGNED IN ACCORDANCE WITH THE ASCE-7-1 O. 2. WIND IMPORTANCE FACTOR: 1.0 8p
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE 3. WIND EXPOSURE: D
ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE 409 Dixon Street 4. INT.PRESSURE COEFFICIENT: 0.18+
TIME OF MANUFACTURE. 5. ENCL05URE CLASSIFICATION:ENCL05ED hiedWwBWkft"Oes ft 0 tor*briderJUVAmb WE
3. WRITTEN DIMEN51ON5 SHALL TAKE PRECEDENCE OVER SCALED Vidalia, GA 30474 Q COMPONENTS AND CLADDING:
DIMENSION. -ROOF LOAD(ZONE#1): +27.4/-5G.0 P5F
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN UMIT5 SHOWN -ROOF LOAD(ZONE#2): +27.41-78.9 P51' 6Af9ia1 GID111ead
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. -ROOF LOAD(ZONE#3): +27.4/-124.6 P5F
5. LUMBER USED FOR CONSTRUCTION 51 ALL BE A5 FOLLOWS: -WALL LOAD(ZONE K. +59.5/-G5.2 P5F
-WALL LOAD(ZONE#5); +60.61-7G.G P5F Np®f
P.#
FLOOR JOISTS- 2x4 5.Y.P.#2-(12-15%M015TURE CONTENT) -WALL LOAD(ZONE#44#5): +GO.O%70.9 P5F rt111�pf1® D"
2xG S.Y. 2-(12-15%MOISTURE CONTENT) ^
2x8 5.Y.P.#2-(12-I STo MOISTURE CONTM 7. FLOOR DE51GN LIVE LOAD: 125 FSF 4� �g'r 67g 1
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: Sheet Index 8. FLOOR DESIGN DEAD LOAD: 12 P5F D0
5ND5.FLOOR JOISTS AND 314°T4G FLOOR SHEATHING 9. ROOF DESIGN LIVE LOAD: 20 P5F
7. TRUSS DESIGNED TO SUPPORT D.L.+L.L.=30 P.S.P. S1.0 Cover-General&Design Notes- 10. RWF DESIGN DEAD LOAD: SELF WEIGHT
8. HANDICAP ACCE55 TO BUILDING 15 FIELD INSTALLED BY OTHERS AND S1.1 Electrical&General Floor Plan 11. WALL DESIGN LOAD: 8 F5F >�o +ls�.�va
SUBJECT TO LOCAL JURJ501CTIONAPPROVAL `_._._-__...__. __._.-___-_..___._____-. 12. COMBINATION LOADS: AS PER A5CE7-10
S. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,00D F51 MINIMUM S1.2 _S_kids&Floor Framing_Pian 13. SEISMIC USE GROUP: B Thsav,Unewwrwftbft
YIELD STRENGTH. r�e0.w"teacteroe
51.3 ~ Skid and Floor Framl_ng DetaHs _ 14. Bu1lDING CATEGORY: I Aeesea.doldedCodeseve
10. ROOF SLOPE SHALL BE 3:12 WHEN 5HINGLE5 ARE APPLIED,SEE FBC - -- 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE Aem.loft Cx�dx
1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL S1.4 Roof Framing&Schedule 1 G. CONSTRUCTION TYPE: V B
ROOFS SHALL MEET MANUFACTURERS RECOMMENDATIONS. --- � V - - ---
S1.5 Typical Frame Section Details 17. ALLOWABLE FLOORS: T
11. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL -------.. WailEnd
--- -- 18. EXTERIOR WALL FIRE RATING: O mss" °#
STUDS AND SWILL BE LOCATED DIRECTLY OVER THE WALL STUD. 31.6 End Wall Frame Options 19, DE51GN OVERHANG: 8 INCH "Id12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE ""V of rhes
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 20.DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 4 FLORIDA ph* SA) ! h
1507.2.8 OF THE F.B.C.2010 GENERAL NOTES CONTINUED: BUILDING RADE 2010 „ Land
13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE 2!.THE OW ING CODES:
LOCAL
COMPLY WITH THE A �a
LOCAL CODES AND TH15 15 NOT A FOUNDATION DESIGN_ -2010 LNG CODES:
22. DOOR SHALL BE 2 I/4°x 1(/t 6°ALUMINUM EXTRUDED -20!O FLORIDA BUILDING CODE �
14. BUILDING 15 CLA551FIED A5 TYPE 5" (STORAGE) FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM TRIM. -2010 FLORIDA MECHANICAL.CODE a►Appovemyormeaw1
15. ALUMINUM WINDOWS-TYPE.SIZE,QUANTITY.AND LOCATION MAY DOOR ATTACHED TO VERTICAL 2x4. -20 10 FLORIDA PLUMBING CODE es X01
Alo
VARY' 23.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOOR5. -2012 FLORIDA ACCESSIBILITY CODE
16. ALL FASTENERS INTO P.T.WOOD SHALL BE HOT DIPPED GALVANIZED GARAGE DOORS,60°x 72"ALUMINUM DOOR,32" AND -2009 INTERNATIONAL BUILDING CODE
FASTENERS' 48"SINGLE DOORS,AND PRE HUNG STEEL DOORS.TYPE, THESE BUILDINGS ARE EXEMPT FROM THE THE 201 O FBC ENERGY _
I%. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN SIZE.QUANTITY.AND LOCATION MAY VARY. CODE IN ACCORDANCE WITH 10 1.5.2
ORDER FOR THESE DE51GN DRAWINGS TO ACCURATELY REFLECT --'
FIELD PERFORMANCE CONDITIONS. 24. PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES
18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE 0R MAY BE USED INSTEAD OF DOORS LISTED ABOVE SITE INSTALLED ITEMS:
HAZARDOUS MATERIAL. 25. MAXIMUM WALL HEIGHT TO BE 6-01 1. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN 5Y5TEM.
20.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED 2G.ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED 2. RAMPS,STAIRS AND GENERAL ACCESS TO THE BUILDING.
ALUMINUM,MASA ALUMINUM,4"LAP ALkJMINUAlI,5f8"P.T.T f-I! FOR EQUIVALENT OR GREATER PRODUCT. 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE
SIDING,VINYL SIDING WITH ENERGY BRACE BACKER,HARD[BOARD, 27.ALL BUILDINGS(EXCEPT THOSE IN USE AS AN ACCESSORY BUILDING.
STEEL SIDING AND'PLEKO'STUCCO ON 518°DENSE GLA55 GOLD BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C.ZO10 1503 AND
AND POLYCARBONATE GREENHOUSE PANELS 400-1-R-)MUST HAVE ATLEA5T(1)32°x80°(MIN.)DOOR. R3164
2 1.ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRE55 SIDE 28. ROOF FRAMING AND WALL FRAMING TO BE 3W METAL NOTE:THIS U57 DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK
WITHOUT THE USE OF A KEY STUDS 5PACED AT A MAXIMUM OF 24'0.C. AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE
INSTALLATION.ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL
These Plans Were Designed 1n Single Wide Metal Master Plan Designed By X240. ---sheet NuTliber:
Haney Associates, Inc. Accordance with the 2010 Florida Lark Bullders O.R.H. SNVM165D �� .�
Engineering&Construction Planning Bulldln Code for a Wind 5 eed of
9 p 409 Dixon Street
;:_>_; raaozs+e.ssama.sc�a-raaa�easut>s.� (decked By: Dater
I G5 m.p.h. Vidalia,GA 30474 C.L.A. t0/2QtI2
-- ---- -- --- -- l of-7-
Approval Stamps: .M
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 15 TO HAVE CONTINUOUS 50LID COPPER INSULATED WINDOW HEIGHT.LOCATION 32°MIN.,60°MAX.WIDTH
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN AND QUANTITY MAY VARY 24' BY G-8'HEIGHT DOOR,
015TRIBUTION PANEL. 5'MAX U MAX. L LOCATION MAY VARY. eab o L Swn�1Gs h
4. EQUIPMENT GROUND BAR IN MAIN D15TRJBUTION PANEL 15 TO BE AND ARE OPTIONAL. ?�
GROUNDED TO MINIMUM I O'-O'COPPER CLAD EARTH DRWEN ROD _— ADeeBy
L.Ir�Ilst§
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL __..-- •-- am I
5. ALL CONDUIT TERMINATION'S OF VOR LARGER ARE TO HAVE PLASTIC h1o6w°rRRMLY4 PI ita Eumbw"oddn0"*gCw
INSULATED BUSHINGS. 2'METAL STUDS
G. ALL ELECTRICAL.WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL l SPACED AT 24'
ELECTRICAL CODE(NEC),LIFE 5AFETYCODE(NEPA 101),LATEST O.C.MAX.
EDITIONS. M N—P.R T.3/4'T*G
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACU554BLE — FLOOSHEATHINNG
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH 4 SEE VARIOUS END ' .\ SEE VARIOUS END WALL
WITH A MARKED'OFF`P051TION THAT 15 PART OF THE HVAC Q WALL FRAMING
EQUIPMENT SHALL BE PERMITTED AS THE D4`iCONNECTING MEANS SECTIONS POR WALL FRAMING SECTIONS FOR 1
ONLY WHERE OTHER D15CONNECTING MEANS ARE A150 PROVIDED BY AND WINDOW FRAMING. WALL AND DOOR FRAMING.
A READILY ACCESSIBLE CIRCUIT BREAKER /
B. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING 0 �
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS >
BEING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BYA LOCAL
ELECTRICAL CONSULTANT.
9. THE MAIN ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO BUILDING
(INCLUDING ALL DISCONNECTS,OVER CURRENT DEVICES,PANELS, J $
GROUNDING,ETC.)IS DESIGNED BY OTHERS.SITE INSTALLED, '�
SUBJECT TO LOCAL JURISDICTION APPROVAL OPTIONAL ELECTRIC TO- WP 32'MIN.,60°MAX.WIDTH �
10. ALL WIRES TO SWiTCHE5 AND OUTLETS TO BE R 12 AWG THHN AND EACH UNIT FIELD BY G'-8°HEIGHT DOOR, `�APPRO�EDH
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFFA CONNECTED FROM LOCATION MAY VARY.
70,NATIONAL ELECTRICAL CODE, EX15TING POWER ®OCUt T,
It. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH 5OURGE TO UNIT
ARTICLE 1210h(A)(2)NEC-CO.
50-0°MAXIMUM BUILDING LENGTH
Electrical Symbol Key wr
GFCi Duplex Receptacle 120V 10 NOTES:
•ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY.
{c incandescent Light w/(1)-60w Bulb
Typical floor Pian
Junction Box SCALE: u4'=1'-a•
-----_-- ---- rolaoha
$ Switch
WP Weatherproof ��&e�e?
$R Switch w/Receptacle Outlet 120v 10
These Plans Were Designed in Single Wide Metal Master Plan DWgnedBy. Pwjm 24o• Sheet Number.
Haney Associates, Inc. Accordance with the 201 O Florida Lark Builders ° SWMI65D
EnNineerflig&Construction Planning Buildin Code for a Wind 9 d of r
g p� 409 Dixon Street Checied i3y:. Dare:
P,Q.eo:3�,>siiAIDe,&C 19895-YdvnafR4ldt6-TBLW 165 m.p.h. Vidalia,GA-30474 C.L.A. IWMI)2 2 0 7 _--
Approval Stamps: r
SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOR JOIST 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 W
61-0" W's @ 16"O.C.,Max. 15° 42" 6'-0" 2x4's @ 16"O.C.,Max. 12" 24"
BCF' 2x6's @ 16"O.C.,Max. 18" 60° 8'-V 2x6's @ 16"O.C.,Max. 16° 32"
90'-0_" 2x6's @ 16°O.C.,Max. 24° 72" 10'-0" 2x6's @ 16"O.C.,Max. 20' 40" SEE SCHEDULE FORJ015T SIZE
__---
11'-0" 2x6's @ 16"O.C.,Max. 24" 84° 11'-0" 2x6's @ 16"O.C.,Max. 22" 44" �,
2x6's @ 16"O_.C.,Max. 28" 84° 2x6's @ 16°_O.C.,Max. 24° 46"
13'-0" 2x8's @ 16°O.C.,Max. 36° 84" 13'-Q"
W's LION
@ 16°O.C.,Max. 26° 52" L "A" �, B° 13" "A 1e� /
.___._. ----- ___---- �-
13'-8" 2x8's @ 16"O.C.,Max. 40° 84" 13'-8" 2x8's @ 16°O.C.,Mau. 28° 56" pr""'od ep
NOTES:
.RUT—ENER5 WILL MEET THE MINIMUM RMUIREMENT5 FOR ALL STRUCTURAL COMPONENTS AS SET FORTH bioam rOWN1 grlan. minarRams c«s✓ag"e
UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTHERWI5E 5FECIFIED.
•ALL SKIDS ARE P.T.-4.x6 5.Y.P.N2 OR(2)-P.T:2xG S.Y.P.S2
•G'-0'WIDE UNITS MAY USE 2X45.77.93 JOST5
•ALL JOISTS ARE TO BE P.T.-5.Y.P.#2
P.T.SIDE RAIL TO MATCH P.T.51DE RAIL TO MATCH
J015T SIZE,SEE FRAMING J015T SIZE,SEE FRAMING
SCHEDULE FOP,SIZES. SCHEDULE FOR SIZES.
a
NDI
"APPROVED"
Ea DOCUMENT
SEE SCHEDULE FOR JOIST SIZE
SEE 5CHZ1W FOR MT 51ZE
It2 m
I.
4— 1 11 11 H 11 H A 11 11 fill --Jjj ELI If 1 , 11 11
3 .T.-4xG 5.Y.P.82 or 4'-O'or V- S P.T.-4x6 5.Y.P.U2 or 4'O'or G'-V
(2)-P.T:2x6 S.Y.P.R2 5KID5Optional Pm {23 P.f,-2x6 S.Y.P.P SKIDS Optronat Porch lO�AO�l1
50'-O°MAXIMUM BUILDING LENGTH 50-0"MAXIMUM BUILDING LENGTH
1
Typical 2 Skid Floor Framing Plan Typical 3 Skid Floor Framin�Plan
SCALE: 1/4'=I'-0' SCALE: 114'=V0'
_ These Plans Were Designed in Single Wide Metal Master Pian Desmgind By:i , Nai4- Sheet Numl�r
Hangy Associates. Inc. Accordance with the 2010 Florida Lark Builders °R H 1 SWMI65D
Engineering&Construction Planning Bulldin Code for a Wind 5 eed OfS1 .2
P,O.8ox3�,5h MOO,g,G"6n- � p 409 DixonQixOn Street ct�eciea ay:' Dace:
165 m.p.h. Vidalia,GA 30474 C.LA. I0fMI2
—Approval Stamps:
W-2Q3&METAL WALL STUDS
SEE PLAN VIEW FOR5PACING
f 1
SEE FRAMING SCHEDULE SKIDS MAY BE P.T.4x6 S.Y.P. W-20ga.METAL SOLE PLATE,
FOR J015T SIZE d/2 OR(2)-P.T.-2xG 5.Y.P.�Y2 I I COMINOL15 W15/16 W LAGS
ATTACH EACH STUD TO 50LE i ; AT 10 O.G.,Max.
PLATE WITH(2)it 10 5ELF 1 P.T.3/4°TEG FLOOR
DRILLING GRABBERSCREW5 r I SHEATHING
*�t (1)INTO EACH FLANGE.
5ENCO K28(OR EQU NOTCH SKIDS I&X IN
NAILS AT 12'O.C.,ROW5 FOR EACH FLOOR JOI5T ___..-
SHALL BE 1.5"FROM EDGE,
STAGER ROWS 9 FOR i
(2)-P.T. 2x6's SKIDS, I 2x BLOCKING BETWEEN ). M L irk
START PATTERN WITHIN 6' \ 5KID5,FASTEN TO END AfodWar9x{(ri�Al°i v+°SaerSMrfdatlhc0e
OF EACH END IT SKID 2x4 BLOCKING BETWEEN' `_ ___ J015T W/(3)-0.120°x3° I
SKIDS,FASTEN W/ NAl{g AT 1-2'O.C.EACH
(2)-0.120'x3°NAILS AT SIDE,STAGGERED.
12°O.C.,5TAGGERED.
I ICIDER,FRAMING D>TYNE_ 2 END JOLT FRAMING DETAIL
5KID5 MAY BE P.T.4x6 5.Y.P.
82 OR(2)-P.T.-2xG 5.Y.F.#2
NAPPt�vEo,,
p ° ° 2•LAP SPLICE FASTENED D®COMM
W/(6)-5/16°x4°
LAGS
P.T.-4xG 5.Y.P. (OUTER FACE),(3)-5/16°x4°
H2— 5� LAGS(INNER FACE),(9)LAG
'/!' 5CREW5 TOTAL.
I�, ATTACH J015T TO 5KID WITH
5/161541 LAG 5CREW OR(2)
5IMF50N H-3(OR E(jUAL)AT
EACH END OF JOIST.SEE 4; 3'kG"SPLICE PLATE ON 3 of
FRAMING SCHEDULE FOR SIZE. 4 510X5 OF JOINT,FASTEN - ---
(2)-P.T:2xG EACH PLATE W!(5)-5ENCOLSheet
5.Y.P.#2 SKIDS K28(OR EQUAIJ NAILS
fLA
TE+ATTACH END JOISTS TO SKID WITH(2)-1511)
EACH SIDE.
SGREW9(TR(4)-0.131x4°GUN NAIL`]1MP50N H-3(OR EQUALI AT EACH END OF 3 ��JOIST SKIDT4 PI 1 5 ID 5PUGING DETAIL
These Plans Were Designed in Single Wide Metal Master Plan I�ignedsy:, 12EN224
Haney Associates, Inc. Accordance with the 2010 Florida Lark Builders 03JIL SWM165D
Engineering&Construction Planning Building Code for a Wind Speed of 409 Dixon Street eked sy: osis: S1 .3
P.asp.:aBr mm�sr-2Ma•rwxoe 6.7= IG5 m.p.h. Vidalia,GA 30474 CL-A. 10/20/12
4of7
—Approval Stamps.. t
ROOF FRAMING SCHEDULE 5CHEDULE AND ROOF FRAMING NOTE5: --
Wall Framing at 24"D.C. Max. •ROOF FRAMING 5HALL BE 5PACED TO LINE UP DIRECTLY OVER THE WALL 5TUD5 FOR PROPER LOAD TRANSFER AND 5TRAPPING.
•ROOF DRAINAGE 5HALL COMPLY WITH F.B.C.2010 1503 AND 8318.6
Width Rafter and Brace Size and Spacing: °rA5TENER5 WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL 5TRUCTURAL COMPONENT5 A5 5ET FORTH UNDER PBC 2304.9.1
AND TABLE 2304.9.1 UNLE55 OTHERWI5E 5PECIFIED,
•RIDGE MAY RUN IN THE 5HORT DIRECTION'TURNAROUND'OR"VAULTED°STYLE WITH A MAXIMUM GABLE END OF 30-0"AND 51DE
ASIS—SS MA_S 350S 662-54 @-2–,V, O.G.Max. WALL5 THAT VARY 6'-V TO 13-8°OR THE LONG DIRECTION°5TANDAW WITH GABLE END5 THAT VARY 0.0°TO 13-8°WITH A
8'-0" ASIS SSMA S 3505162-54 @ 24"O.C.Max. MAXIMUM SIDE WALL LENGTH OF 50'-(°.
y_..._____.__ �.�_�_, •ATTACH ROOF FRAMING TO TOP PLATE OF WAIL FRAMING WITH BUILDS%10-)GxI TEK5 PANHEAD 5CREW5 WITH#3 DRILL POINT
10'-0° ASIS SSMA S 350S162-54cQ 24"O.C.Max, AT G°o.c.
11'-0" ASIS SSMA S 350S162-54((.fit 24°O.C.Max.
117-8° IASIS SSMA S 350S162-54 @ 24"O.G.Max.
13'4- ASIS SSMAS 3505162-54 @ 24"O.C.Max.
ASIS SSMA S 350S162-54 aQ 24"O.G.Max. Appwnd6y l,pai g
Modular a°wn"s vie,+•I x tftw Flod&Cm4flnk SNIP ►
f
NDI
I
— – - -- --- 5ftn1 RWqA - — "AP RO�AVEDT
— DOCU
� 3V°_20p.METAL RAFTERS AND IYIE�1
BRACING,5PACED AT 24"O.C.,MAX.
l UNE UP RAFTER5 TO LAND ON WALL
__--- _---- - -- --__ _-_ � 5TUD5 FOR LOAD TRAN5FER.BRACING
? TO MATCH RAFTER 51ZE AND GRADE,
5PACE0 AT 241 O.C.,Max.,A MINIMUM
=III—
T OF 4 SECTION5 OF BRACING ARE
- - -
LL
REQUIRED FOR ANY 5PAN5 ABOVE I I'-&
5O'-0"MAXIMUM BUILDING LENGTH-30'- 'MAX.FOR VAULTED ROOF
1G�+i0�lA
Typical Roof Framing Plan
SCALE: ua'=I'-oa
These Plans Were Designed In Single Wide Metal Master Plan Dolped By; Floject Sheet Number
Hane� Associates, Inc. Accordance with the 2010 Florida Lark Builders °_� SWMI65D .4
Engineering&Construction Planning Budding Code for a Wind 5peed of 409 Dixon Street
ru.�so.ue m wa•scnsu.P .aaa� t 65 in.19.h. ----- - - Checked By: Daze:
–__ -- –. Vidalia,GA 30474 10(20112
Approval Stamps.
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDfX 10.1 Gx I TEK5
PANHEAD SCREWS WITH 93
DRILL POINT AT 9 O.C.
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SIZES AND SPACING 1
1 '
i
2 112'x 112'CORRUGATED
ROOF PANELS FASTENED LOU METAL COLLAR 71E,4'O' 31�°-20ga METAL 57UD5
LONG,ATTACH W/ (2)91 O 5ELF
WITH I ANEL x3/4°HWH SPACED AT 24°O.C.MAX.
TRAX7(11 AT 6'O.C.
DRILLING GRABBER SCREWS EACH SIDE g NA)�6Sq
��
AP}xwatl ap -
SEE ROOF FRAMING 32°-2 METAL STUDS I OVERHANG OPTION DETAIL no"Ar es,Wh, R
SCHEDULE FOR RAFTERS 5PACED AT 24'0.C.MAX. -1cate:a14'- a 0 m
M V'/°-20ga.METAL BRACE AT 3'-O°
O SEE ROOF FRAMING ABOVE FINISHED FLOOR,
SCHEDULE FOR FASTENING ATTACH TO EACH STUD W/(2)
(� REQUIREMENTS 910 5ELF DRILLING GRABBER
SCREWS.(1)INTO EACH FLANGE
O LW-5tffE51.2 FORSKID 2 1/2°x I/2' CORRUGATED ATTACH ROOF FRAMING TO
FLOOR FRAMING PANELS(FASTENED W/98 x I TOP PLATE
OF
WALL
GxF IAMIN
(O WOOD SCREW AT G O.C. W1 rH PANHEAD SCREWS WITH 93 NDI
(OR EQUAL) DRILL POINT AT G°O.C.
VARIES.G' to 13W 8° = - - "APPROVED►,
- ; DOCUMENT.
Typical Frame Section
SEE ROOF FRAMING
SCALE 1/4°-1'-0 SCHEDULE FOR RAFTER AND j
BRACING 51ZE5 AND 5PACING 1
°-D r METAL STUDS
ii
SPACED T 24'O.C.MAX.
►o/aoHa
t_\ VERHANG PnON RF-Tyf
These Plans Were Dea,gned In Single Wide Metal Master Plan DwipedBy. Projm No. Seat Number
Hane Associates, Inc. Accordance with the 2010 Flonda Data 12E3N224-
Y Lark Builders �+A
.
Engineering&Construction Planning Building Code for a Wind Speed of swM,esD
409 Dixon Street 9
IARNsre SKAI D,IMNOR-P> -M&M 165 m.p.h. Cheded Br. Da1w
Vidalia,GA 30474 C.L.A. 100112
2-112°x 1/2°CORRUGATED ROOF Approval StBmpS:
PANELS FASTENED WITH I/4°-14 x —
3/4°HWH TRAXX/I AT G°O.C.
°-206ja.METAL BRACING, \ ;
ATTACH EACH END TO 5IUD5
V METAL BRACE AT 3°-0 (?_)910 Sflf DRILLING GRABBER 3yz°METAL BRACE AT 3'•O"
ABOVE FINISHED FLOOR 5CREW5,(1)INTO EACH FLANGE % ABOVE FIN15HFD FIOOR,
ATTACH TO EACH STUD ' ' ATTACH TO EACH STUD
W1(2)010 SELF DRIWNG [NOTE THAT THI5 BRACING 15 WJ(2)910 SELF DRILLING
GRABBER SCREWS,(1) REQUIRED ON SIDE WALLS A5 WELL GRABBER.`SCREWS,(I)
INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)) INTO EACH FLANGE
SEE 51.2 FOR SKID AND FLOOR Aute �y Pl9a St✓MI b5)J
VARIES.V-O"to 13-6 j� FRAMING VARIES.0-O"to 13'-8° AnnvrdByq II ---._.
k9aM 41�g�y
land Wall Framing Option End Wall Framing Option �otl°ia lowmine [hare moan&
SCALE: 1/4'-I'-(X WALL OPENING FOR SIDE WALLS ARE
70 BE FRAMED SIMILAR TO THOSE SCALE: 1/4'=I'-O°
SHOWN HERE FOR ENDWALLS
2-112°x 1/2°CORRUGATED ROOF
PANELS FASTENED WITH 1/4°-17V\-
,X1
-
_ - - 3/4°HWH TRAXX/I Arc O.C. NDi
"A
PPROVED"
DOCUMENT
20ga.METAL BRACING, Max.
3,'$°METAL BRACE AT 3'-O° ATTACH EACH END TO STUDS W/
ABOVE FINISHED FLOOR, (2)910 5ELF DRILLING GRABBER " 3V METAL BRACE AT 3'-O'
SCREW5,(1)INTO EACH FLANGE ABOVE FINISHED FLOOR,
ATTACH 5 EACH STUD ATTACH TO EACH STUD
Wl(2)9 0 O 5ELF DRILLING [NOTE THAT TH15 BRACING 15 § WJ(2)910 5ELF DRILLING
GRABBER SCREWS,(I j REQUIRED ON SIDE WALLS AS WELL GRABBER SCREWS,(1)
INTO EACH FLANGE (BOTH 51DE5 OF EACH CORNER)] INTO EACH FLANGE
NOTE THAT THIS BRACING
�I5 REQUIRED ON SIDE
SEE 51.2 FOR 5KID AND FLOOR WALLS AS`WELL(BOTH fo)>to�t>t
VARIES,G'-OP Co!3 8" FRAMING VARIES,G-0"to 13'-8° 51DE5 OF EACH CORNER) y�
End Wall Framing Option End Wali Framing Option
SCALE: 114'=i'-O SCALE: 114'=!'-0"
These Pians Were Des►gned In Single Wide Metal Master Plan DftigmaBy: Pmject No. Sheet Number:
Han @ Associates, Inc. Accordance With the 201 O Florida o.ttx. iWM'64-
Y Lark Builders SWDiL65D
Engineering&Construction Planning Building Code for a Wind Speed of 409 Dixon StreetS 1 .
eo eoa�s:aie�,BC 19flE.e0nae i6a616Tt4D
1 G5
C%ftLed Dain:
Vidalia,GA 30474 C.L.A. 100112
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NOTE:INSTALL ANCHORS PER I Typical DetaJls for Concrete Installations Revision Date: Notes:
MANUFACTURERS REQUIREMENTS 04/12/2012 Plan Update
(2)-51MP50N'H3"@ 14"O.C.
3/1 G"GALVANIZED CABLE TIE (1 10-130mph)OR"51"1'14"@ I G'O.C.
DOWN ENGINEERING PART (150-1 GOmph)AND(]) 1/2"x4"LAG
#5155@(OR EQUIVALENT), BOLT THRU BASE PLATE DBI. 2x6 BLOCKING
TIGHTEN TO 500 LBS OF TENSION 5/8"DIA.THRU BOLT WITH 2'WASHER, REQUIRED FOR -
A449 GALVANIZED OR EQUIVALENT THRU BOLT -
MINUTE MAN MMA-18 OR EQUAL W/ ATTACHMENT.
5/8"5IMP50N TITEN OR WEDGE-ALL 110 MPH WIND ZONE:
EMBEDED 3"MIN. INSTALL A 5/8'DIA.X 40'GROUND ANCHOR WITH
MINIMUM OF 4"FROM SLAB EDGE. SINGLE G'HELIX(MODEL#590@0)
130 AND 150 MPH WIND ZONE:
i;s• 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) \
J
Typical Details for Masonry Block In5tallatlon5
3/1 G"GALVANIZED CABLE TIE
DOWN ENGINEERING PART (2)-SIMPSON"H3°@ 14'O.C.
#51556(OR EQUIVALENT), (1 10-130mph)OR'SPH4"@ I G"O.C.
TIGHTEN TO 500 LBS OF TENSION (150-1 GOmph)AND(1) 1/2"x4"LAG DBI. 2x6 BLOCKING
BOLT THRU BASE PLATE REQUIRED FOR
USE(3)-3/1 G"GALVANIZED CLAMP
TIE DOWN ENGINEERING PART 5/8"DIA.THRU BOLT WITH 2'WASHER, THRU BOLT
#53806(OR EQUIVALENT) �x8 R9 6°;. A449 GALVANIZED OR EQUIVALENT ATTACHMENT.
'':�L'fJt✓K
110 MPH WIND ZONE: i 110 MPH WIND ZONE-
1/2'DIA.X 30'GROUND ANCHOR WITH / / 5/8'DIAM..X 40'GROUND ANCHOR
SINGLE 4'HELIX (MODEL#59055) WITH SINGLE G'HELIX(MODEL#590@0)
130 AND 150 MPH WIND ZONE: 130 AND 150 MPH WIND ZONE- 4xb„xq G°:
5/8”DIA.X 40"GROUND ANCHOR WITH 5/8"DIAM..X 48"GROUND ANCHOR e y/
SINGLE G"HELIX(MODEL#590@0)' \� "
WITH SINGLE 6 HELIX(MODEL#59065) a'• - /
I GO MPH WIND ZONE- 160 MPH WIND ZONE-
SEE GENERAL NOTE#I 0 SEE GENERAL NOTE#10
(SEE CHART FOR QUANTITIES) (SEE CHART FOR QUANTITIES)
HILTI KWIK BOLT MIN. 1/2"DIAM.WITH2x4 STUDS,SEE PLANS FOR SPACING
A 5.5"MINIMUM EMBEDMENT AND A ANCHORING SCHEDULE
1.75"MIN. EDGE DISTANCE.SPACE
ANCHORS AT 5'-O"O.C.FOR G'-O"TO 2x4 P.T. BOTTOM PLATE Building Building Max.Block Number 110 130 150 160
Width Length Spacing of Blocks MPH MPH MPH MPH
10-6"BUILDINGS,4'-0'FOR 10'-6°TO 6'-0" 10'-0" r-6° 4 2 2 2 2
14'-O°BUILDINGS V-01 12'-0" r-B" 4 2 2 2 2
8'-0" V-0° r-8• 4 2 2 2 2
8'-01 10'-01 T-6° 4 2 2 2 2
8'-01 12-0" T-0• 6 2 2 2 2
8'-0° 14'-0" r4r 6 3 3 3 3
8'-0• 16'-01 r4r 6 3 3 3 3
10'-0° 10'-0" T-0" 4 2 2 2 2
101-0° 12-0" T-0° 6 2 2 2 2
12° 10'-0° 14'-0" r-0" 6 3 3 3 3
10'-0" 16'-0' r-0" 6 3 3 3 3
Typical Anchorinq of a Floorless Buildings to Concrete 51ab Detail 10'-0° 20'-0° T-0° 8 3 3 3 3
10'-0° 24'-0° r-0" 10 4 4 4 4
19-W 30'-0° r-0• 12 5 5 5 5
O W
DESIGN PARAMETERS 1r-0" r-0" B 2 2 2 2
11'-0' 14'-0' T-0° 8 2 2 2 2
1. WIND DESIGN PER ASCE 7-10 11'-0" 16'-0" T-0° .6 2 2 2 2
-0"
2. DESIGN WIND SPEED -I I OMPH- 130MPH-150 MPH-I GO MPH 11'-0" 20' r-0° a 3 3 3 3
3. WIND EXPOSURE CATEGORIES: 11'-0" 24'-0" 7'-0" 10 3 3 3 3
1 1 Omph:B, C 4 D - 130mph:B,C 4 D - 150mph:B,C 4 D - I GOmph:B E C 11'-0" 30'-0° r-0° 12 4 4 4 4
4. WIND IMPORTANCE FACTOR: 1.0 11'-0" 36'-0" T-0° 14 4 4 4 4
5. ENCLOSURE CLASSIFICATION: ENCLOSED 11'-0° 40'-0° r-0° 18 5 5 5 5
G. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 4 FLORIDA BUILDING CODE 2010 11'-8• 12.0° 6'-0° 6 2 2 2 2
11'-8° 14'-0° 6'-6° 6 2 2 2 2
GENERAL NOTES 11'-6° ,6'-0" 6'B" B 3 3 3 3
11'-8" 20'0 8'-8" 8 3 3 3 3
1. DESIGN FOR MIN 2,500 PSI CONCRETE 11'-8° 24'-0" B'-8° 10 3 3 3 3
2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3150 lbs.AND AN ULTIMATE LOAD OF 11'-8° 30'-0" 6'-B' 12 4 4 4 4
47251bs. 11'-8° 36'-0° 6'-B° 14 5 5 5 5
3. HELICAL ANCHORS FOR I GOmph WIND ZONES MUST MEET A MINIMUM WORKING LOAD OF 3484 Ibs. 11'-8' 40'-0° 61-e1 16 5 5 5 5
AND AN ULTIMATE LOAD OF 5200 Ibs. 11'-8• 44'-0° 6'-6° 16 6 6 6 6
4. ANCHORS MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS.ANY BENDING OR DAMAGE 11'-8" 50'-0" 6'-8" 18 6 6 6 6
CAUSED UPON INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. 13'-0" 14'-0" 81-V 9 2 2 2 2
5. CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF WITH EXISTING 13'-0• 16'-0° 61-6" 9 3 3 3 3
CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR MEETING SOIL CLASSIFICATION FOR 51ZING HELICAL 13'-0" 20'-0' 6'-B" 12 3 3 3 3
ANCHORS PER MANUFACTURERS REQUIREMENTS, 13'-0• 24'-0° 6'-6" 15 4 4 4 4
G. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 12"OF CORNER 13'-0° 30'-0" V-6° 18 4 4 4 4
7. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES APART FROM EACH OTHER. 13'-0' 36'-0• 6'-6" 21 5 5 5 5
8. THE ANCHOR MUST BE IN THE 51TE SOIL CLA55 IN WHICH THE LOAD REQUIREMENTS WERE SET. 13'-0° 40'-0" B'-6° 24 6 B 6 6
9. USE TIE-DOWN ENGINEERING(OR COMPARABLE) 1/2"X 30"GROUND ANCHOR WITH SINGLE 4°HELIX OR 13'-0° 44'-0" 6'-6° 24 6 6 6 6
5/8"DIA.X 40'AND 48"GROUND ANCHOR WITH SINGLE G"HELIX 13'-0" 50'-0" &4r 27 7 7 7 7
10. FOR 160mph WIND ZONES USE TIE-DOWN ENGINEERJNG(OR COMPARABLE)MODEL#59090 3/4"DIAM. 13'-8" 14'-0° 6-6" 12 2 2 2 2
x 3G"WITH A DOUBLE 4'HELIX(USE IN 501L CLASSES 2)OR MODEL#59250 5/8"DIAM.x 30"WITH A G" 13'-8° 16'-0" 6'-6" 12 3 3 3 3
HELIX AND A 4"HELIX(USE IN SOIL CLASSES 344) 13'-8° 20'-0" 6'4r 16 3 3 3 3
I 1. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED BY TIE DOWN 13'-8" 24'-0° 6148° 20 4 4 4 4
ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND SITE SPECIFIC SOIL CONDITIONS 13'-8° 30'-0" 61-W 24 5 5 5 5
12. MAXIMUM STRUCTURE HEIGHT IS 12 FEET 13'-8° 36-2- B'-6• 28 5 511t
5
13. NUMBER OF ANCHORS LISTED IN ANCHOR SCHEDULE ARE THE MINIMUM REQUIRED NUMBER OF 13'8' 40'-0° ti'e° 32 B 8
ANCHORS TO RUN DOWN EACH SIDE WALL(rHE TOTAL NUMBER OF ANCHORS REQUIRED PER BUILIDING 1T-W 44'-0- W-W 32 6 6
WOULD BE 2X THE NUMBER LISTED IN THE SCHEDULE) 13'-8° 50'-0° 6'-6" 38 7 7
DESIGNED FOR:
CW172/12 LARK BUILDERS
409 DICKSON STREET 1=111TaHaney Associates, Inc.
VIDALIA, GA. 30474 Engineering &: Construction Planning
PROJECT NUM BER: IQF P.O.Boa 348,Six Mile,S.C.29682-Phone:864-646.7600 Alt#:864-634-1300
12EN224
DATE: April 12th, 2012
' r
BOUNDARY SURVEY _ NE >05th ST._
:1
zo
- - - , .
SCA
LE
:::::;:::::: :;::::::;::::;::: ::...... .....::::::::: ::::._:::::::::::::::::. ::. ::::::::. ::. .......
' ASPHALT-:::•::•::::::: ::::::...:::::::::::::......::::::::::::::::::: :::::::::::::::::::::
LEGEND: -,:ate ;, �--:-- LEGAL DESCRIPTION:
=M Nr LINE 1 O
N �o)QoDEnc vERncaL DaniM
o
N.T-S -•=Nor s ALE `''` ' �� 23' PARKWAY LOTS 1 1 AND 12 BLOCK 121 ' 'AMENDED PLAT OF ITION
s-No. I=NUA9 _ N0.8 OF `M/AM/ SHORES"A SUBDIVISION,
o/s =oFFSE "' a ACCORDING
OH =oVER�AD�� _ Y:e e°o�o��o�� o
aR.B. -=OFFIaAL RECORD•BOOK mm --®� PLAT THEREOF AS RECORDED /N PLAT BOOK 10, PAGE 47,
PL PL NTER, " . ~ PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
� R�P£l�T'Y UNE 10$.19'(R&M) , • _
P.dC. I T OF
COMPOUND CURVATURE C ' � C"•' �'100.00'(RBcM) 's
P,C_ �=P;Inooi),vr vE �' " PROPERTY ADDRESS:
P.T. =FDIlyT ANG£NCY ;>' :.;.
�{ .. .
P.O.C. =POINT OF CO EN
F.l.P1/20 F.l.P1/20 F.LP1/20
P.O.B. =POINT OF BEGINNING (NO ID) (NO l0) ��•
(NO ID) 122 NE 105th ST. MIAMI SHORES FL 33138
P.R.C.. =POINT OF REVERSE CURVATURE -10,
P.P. =POWER POLE
P.C.P. =PERMANENT CONTROL POINT
P.B. =PLAT BOOK N
pO =pq o CERTIFIED TO:
PW =PARKWAY
_ ..:'
P.R.M. =PERMANENT REFERENCE ON MENT RENATO PEREZ, ESQ. & LAW OFFICES OF PEREZ
P.L.S =PROFESSIONAL LAND SU VEY R
(R) =RECORDED DISTANCE ' ROY E. MEVERS, IV
P_R. =RAILROAD MARGARET HOOD MEVERS
R/W =RIGHT-OF-WAY G ;:
R -RADIUS �1_17 r ; 5 " .40 WASHINGTON MUTUAL BANK, FA
RCE. =RANGE 0 o _ 17.00' ATTORNEYS' TITLE INSURANCE FUND., INC.
SEC =SECTION cl, i. 0'
STY. =STORY LL
SWIG =SIDEWALK J C �.00
SLP. =SET IRON PIPE K SURVEYORS NOTES:
SLR- =SET IRON ROD c_
O
r =TANGENT
6-> 0 24.60 `D 1-OWNERSHIP IS SUBJECT TO"OPINION OF TITLE
rwP =rOWNSH/P $.0'
U.E. =unurY EASEMENT cc 1 11 65 ,v� 0 2-EXAMINATION OF THE ABSTRACT OF TITLE WILL
u.P =UTILITY POLE -- HAVE TO BE MADE TO DETERMINE RECORDED
WM =WATER METER ® = I STORY INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY
D =INTERIOR ANGLE '
=CENTERLINE = ' 3-NO UNDERGROUND IMPROVEMENTS WERE LOCATED
U.H. =UTILITY HOUSE F ^ RES. #122 4-ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC
P.P. F .�
A/C =AIR CONDITIONER PAD o - uj VERT/CAL DATUM OF 1929 (UNLESS ASSUMED).
ASPH =AsPHAL r 25_4 ® C- v N 19.20' 28.90'
BLOC =BUILDING �+ C crj 5-THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN
a.m. =BENCH MARK p v: cA/C /N THIS SURVEY THAT MAY BE FOUND /N THE COUNTY
CB. =CATCH BASIN ® U c 42.30' 11<
w PUBLIC RECORDS
C.al =CONCRETE BLOCK STRUCTUR M � �� W u A
CLF =CHAIN LINK FENCE ® ) Q o 6-LEGAL DESCRIPTION PROVIDED BY CLIENT
CONO =CONCRETE
ow =DRIVEWAY c ? " 5• 0 04
7-UNLESS OTHERWISE NOTED RECORDED AND MEASURED
DlSr. =WSTANCE `� •50 3.0lS'' DATA ARE /N SUBSTANTIAL AGREEMENTS
EL =ELEVATION
F.H. =FIRE HYDRANT 8-BEFORE ANY CONSTRUCTION THE SET BACKS
F.I.P. =FOUND IRON PIPE
F.I.R. =FOUND IRON ROD MUST BE CHECKED
F.B. =FIELD BOOK 9- THIS SURVEY /S FOR USE AS PER REQUEST
F.F- =FINISH FLOOR ELEVATION
FD. =FOUNDWFAND NOT FOR ANY•OTHER PURPOSE.
U.0 =UNDER`•CONSIRUCTION `' %. 3' F `
Fr. =FEET 6'' W.F �N : V s 10-FLOOD ZONE X BASE N/A PANEL 0033
F.R.C. =FOUND BLOCK CORNER t I 11- DATE OF FIELD WORK : 08/03/05'
F.N.D. =FOUND NAIL &0/SC
F.D.H. =FOUND DRILL HOLE V"
F.N. =FOUND NAIL UTILITY
CAR. EL =GARAGE ELEVATION '•
wP. =WOOD POLE 15.00' 11.00' SHED
L.P. =LIGHT POLE 4' WIRE
(M) =MEASURED o FENCE
MON. =MONUMENT •"
o.H w =OVERHEAD WIRE 0.25' io.90 . 0.40' CARIBBEAN BUILDING INSPECTIONS & SURVEY
(BB) =BASIS OF BEARINGS 1 LB 7'362
® =SANITARY SEWER MAN-HOLE
wv F.I.P1/20 7911 NW 72nd AVE., SUITE 105 MEDLEY, FL 33166
-WATER VALVE (NO /D)
® =cAra�1 easlN 100.00'(R&M) F. P1120 JOB # E=122 DRAWN: J.T REV: N.A.
� =unurY POLE --C =UTILITY POLE ANCHOR o 0 0 /D) 1 MIAMI DADEIMONROE BROWARD
=CONCRETE '� o 0 0 / (305) 889-1100 (954) 435-0220
=WOOD FENCE = o h wi FAX 305 889-2900 FAX
=FIRE HYDRANT =CHAIN LINK FENCE, ( ) (954) 438-7272
o.o =ELEVATION Cal WALL ' PALM BEACH MARTIN/ST. LUCIE/INDIAN RIVER
_R L(4'
1 .,`/j//�fL (561) 741-4260 (772) 398-65.33 .
- LE FAX 561 741-4259 FAX 772 398-6532
''.i _• =ASPHALT I HEREBY CERTIFY: THAT THE BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY/S TRUE n
AND CORRECT To THE BEST of MY KNOWLEDGE AND BELIEF, AS RECENTLY SURVEYED UNDER MY PROFESSIONAL LAND SURVEYOR do MAPPER WESTCOAST OPERATIONSS
=GRASS DIRECTION. IT IS ALSO MY PROFESSIONAL OPINION 1HAT THIS SURVEY MEETS THE MINIMUM TECHNICAL CERTIFICATE No 5571
STANDARDS SET FORTH BY rHE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN STATE OF FLORIDA COLLIER/LEE (239) 549-5911/FAX: 549-5811
CHAPTER 61 G-17-6 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 4727027 OF THE THE SURVEY SHOWN HEREON IS Nor VALID WITHOUT THE SIGNATURE AND TOLL FREE STATE WIDE 1-866-261-CBIC
BIC
FLORIDA STATUTES ORIGINAL RAISED SEAL OF A FLORIDA SURVEYOR AND MAPPER WWW.CBICCORP.COM
t
IL I rau. mph vaulted Celing Wood Shed Master® Approval Stamps:
GENERAL NOTES: rBuilders DE51GN PARAMETER5: (HIP-GABLE ROOF)
[WIND DESIGN PER ASCE 7-i , SEISMIC DE516N PER A15C 341-053
1 . THI5 STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 ,
IBC BUILDING CODE 2010 FLORIDA BUILDING CODE. WIND 409 Dixon Street 1. WIND VELOCITY: I GOmph
LOADING DESIGNED IN ACCORDANCE WITH THE ASCE - ?-l O. 2. WIND IMPORTANCE FACTOR: 1.0 Bare I� v pNG, 2 -
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE 3. WIND EXPOSURE: C Approved ny
ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE Vidalia, GA 30474 4. INT. PRESSURE•COEFFICIENT: 0.18
__...TIME OF MANUFACTURE,__ .,..__. -- _ _ _-_--- ._... . __._:.______. _ . _ _ -- . ___ ._ _ -. ._. ___.. _... ._ _.. 5:--ENCLOSUR€'CLAS'SIFICAMN:- ENCLOSED
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING _..___-. -��- erl�tort9a C�tis�caba�l
Bicltt►t Au(Qc c _
: Modular Rundlas Pla fto n
DIMENSION. Sheet Index -ROOF LOAD(ZONE#0.- +20.97/-42.82 P5F
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN -ROOF LOAD(ZONE #2): +20.97/-60.29 P5F pea fliaat ND1 head
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. Six Cover - General & Design Notes -ROOF LOAD (ZONE #3): +20.97/-95.24 P5F
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: -WALL LOAD (ZONE #4): +41.7/-4G.0 PSF WO*ft 00 Agent-ft OrA
SIA Electrical & General Floor Plan -WALL LOAD(ZONE#5): +4G.3I--58.5 P5F
the
FLOOR JOISTS- 2x4 5.Y.P.#2-(12-15% MOISTURE CONTENT) -WALL LOAD (ZONE#405): +44.0/-52.3 P5F rRod �,ae, y, j
S1.2 Skids & Floor Framing Plan_ ��1d�aAtu+scl+,redaid
2xG 5.Y.P.#2-(12-15% MOISTURE CONTENT) -- -- �- Act and adopted Cis erxt
2x8 5.Y.P.#2-(I 2-I5%MOISTURE CONTENT) S1.3 Skid and Floor Framing Details 7. FLOOR DE51GN LIVE LOAD: 125 P51' aehao is ar@Wfai " 040.
WALL STUDS- 2X45.Y.P.#1-0 2-15%MOISTURE CONTENT) 51.4 Openings Schedule & Framing - 8. FLOOR DE51GN DEAD LOAD: 12 PSF ConstregNWq t!! _
ROOF RAFTERS- 2x4 5.Y.P.#1-0 2-15% MOISTURE CONTENT) ___ _ s _ 9. ROOF DE51GN LIVE LOAD: 20 PSF �, QY
2xG 5.Y.P.#1-0 2-15% MOISTURE CONTENT) SIX M- _Roof Framing & Schedule 10. ROOF DESIGN DEAD LOAD: 5ELF WEIGHT WMdA 1b vek
COLLAR TIE5- 2x4 5.Y.P.#1412-15% MOISTURE CONTENT) --'- 11 . WALL DESIGN LOAD: 8 PSF
WINDOW 5ILL.5- 2x4 S.Y.P.#1-0 2-15%M015TURE CONTENT) S1.6 Typical Frame Section Details 12. COMBINATION LOADS: A5 PER A5CE 7-10 't 12 N��_z�
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: 51.7 End Wall Frame Options 13. SEISMIC USE GROUP: B Arm
SKIDS, FLOOR JOISTS AND 3/4"T4-G FLOOR SHEATHING 14. BUILDING CATEGORY: I Appotot-v
7. TRUSS DESIGNED TO SUPPORT D.L.+L.L.=30 P.S.F. 15. BUILDING OCCUPANCY: STORAGE - NON HABITABLE t
8. HANDICAP ACCESS TO BUILDING IS FIELD INSTALLED BY OTHERS AND GENERAL NOTES CONTINUED: I G. CONSTRUCTION TYPE: V B IQ#oft 9 damn flot
vvkNo
SUBJECT TO LOCAL JURISDICTION APPROVAL. 17. ALLOWABLE FLOOR5: I f *no "•
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM 20. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE 1'8. EXTERIOR WALL FIRE RATING: O ilia
YIELD STRENGTH. CORRUGATED ALUMINUM, MASA ALUMINUM, 4" LAP 19. DESIGN OVERHANG: 8 INCH
10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED, SEE FBC ALUMINUM, 5/8"P.T. T I-1 1 SIDING, VINYL 51DING WITH 20. DE51GN MEETS INTERNATIONAL BUILDING CODE 2009 I1: FLORIDA Not /
1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL ENERGY BRACE BACKER, HARDI BOARD, STEEL 51DING AND BUILDING CODE 201 O fib APPROVED11,1,
ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. "PLEKO"STUCCO ON 5/8" DENSE GLA55 GOLD. 21. THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE i" i� V 1t
11. ROOF
0 D5 D RAFTESHALL BE LOCASHALL HAVE TED DIRECTLY OVER THE WALLS D.E SAME SPACING AS THE WALL 2 I 1 GR DOORS DE WITHOUT THE USE OF A KEY. FROM THE FOLLOWING CODES: DoD �AEn'.p. '
-2010 FLORIDA BUILDING CODE MEW
12. ROOF 5LOPF-5 BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE 22• DOOR SHALL BE 2 1/4"x I I/!G"ALUMINUM EXTRUDED -2010 FLORIDA MECHANICAL CODE
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM -2010 FLORIDA PLUMBING CODE
1507.2.8 OF THE F.B.C. 201 O TRIM. DOOR ATTACHED TO VERTICAL 2x4. -2012 FLORIDA ACCM51BILITY CODE
13. WHEN ROOFING PANELS ARE PLACED VERTICALLY 3"x i Ya"x I G Ga. 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, -2009 INTERNATIONAL BUILDING CODE
HAT CHANNEL PURLINS ARE REQUIRED, WITH A MAX SPACING OF W GARAGE DOORS, GO"x 72"ALUMINUM DOOR, 32" AND THESE BUILDINGS ARE EXEMPT FROM THE THE 2010 FBC ENERGY
O.C. 48"SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE, CODE IN ACCORDANCE WITH 101.5.2
14. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE SIZE, QUANTITY. AND LOCATION MAY VARY. _
LOCAL CODES AND TH(515 NOT A FOUNDATION DESIGN. 24. PREMANUFACTURED DOORS THAT MEET APPLICABLE 51TE INSTALLED ITEMS:
15. BUILDING 15 CLA551FIED AS TYPE"5" (STORAGE) CODES MAY BE USED INSTEAD OF DOORS LISTED ABOVE I. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM.
I G. ALUMINUM WINDOWS -TYPE, SIZE, QUANTITY, AND LOCATION MAY 25. MAXIMUM WALL HEIGHT TO BE 8'-O", STUD AND RAFTER 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING.
VARY. SPACING SHALL BE 1 G"O.C., Max. FOR ANY WALL HEIGHT 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE.
17. ALL FASTENERS INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED ABOVE 7'-O', WALLS UNDER 7'-O" IN HEIGHT MAY HAVE BUILDING. U3f 14�ta
FASTENERS. FRAMING SPACED AT 24"O.C., Max. 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND
18. MANUFACTURER INSTALLATION 5TANDARD5 SHALL BE FOLLOWED IN 2G. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED 8318 G 4,J
ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT FOR EQUIVALENT OR GREATER PRODUCT. NOTE: TH15 L15T DOES NOT NECE55ARILY LIMIT THE ITEMS OF WORK
FIELD PERFORMANCE CONDITIONS. 27. ALL BUILDINGS (EXCEPT TH05E IN USE AS AN ACCE55ORY AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE
19. THESE STRUCTURES SHALL NOT BE U5E0 FOR COMBUSTIBLE OR BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER INSTALLATION. ALL 51TE RELATED ITEMS ARE SUBJECT TO LOCAL
HAZARDOUS MATERIAL. 400sq.ff;.) MUST HAVE ATLEA5T(1)32x80"(MIN.) DOOR. JUR15DtCTION APPROVAL.
These Plans Were Designed In Vaulted Ceiling Master*Plan Designed By: Project No. Sheet 1\Tumber
ane Associates, Inc. Accordance with the 2010 Flordla Lark Builders O.R.H. l2EN224 ' 1 .0
Engineering& Construction Planning But{ding Code for a Wind Speed of 449 Dixon Street
P.O.Bo:348,six Hae,&C-2%82-Prianes864.6A6.7600 �. Checked By: Date:
I GO m.p.h. Vidalia, GA 30474 C.L.A. 03/19/12
i
Approval Stamps:
ELECTRICAL NOTES: --'
I. WHEN AIR CONDITIONING !S INSTALLED IN TH15 BUILDING, IT SHALL BE
THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL
HVAC UNIT(5) INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH
THE NATIONAL ELECTRIC CODE LATEST EDITION.
2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES.
3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED 32" MIN., GO" MAX. WIDTH
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT, LOCATION 24" BY G'-8" HEIGHT DOOR,
AND QUANTITY MAY VARY ; _ _ .- - ----. LOCAT(ON_MAY VARY.
- - -- - .. _.....--- - 5-MA)(-.- -- - -
4. EQUIPMENT GROUND BAR 1N MAIN DISTRIBUTION PANEL IS TO BE
AND ARE OPTIONAL.- - MAX- -�--
GROUNDED TO MINIMUM !O'-O"COPPER CLAD EARTH DRIVEN ROD
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. w----- — . . __ . . _
5. ALL CONDUIT TERMINATION'S OF I"OR LARGER ARE TO HAVE PLASTIC 3 1 ei 1'Ly—vG
INSULATED BUSHINGS. L.
ate-G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL r- 2x4 S.Y.P. #2 WALL ;provectt-�.---- --------~-'-""'
ELECTRICAL CODE(NEC), LIFE SAFETY CODE (NFPA 101), LATEST STUDS W/S.Y.P. ns EN ,e Florida
EDITIONS. a(3 #2-2x4 SOtE PLATE
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE P.T. 314"TSG
� toAulas'i�ubltling 1'laus iTRx ias lwia
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH o
FLOOR SHEATHfNG
SEE VARIOUS END SEE VARIOUS END WALL �
WITH A MARKED "OFF"POSITION THAT 15 PART OF THE HVAC '' WALL FRAMING .(��
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS C? Y FRAMING SECTIONS FOR
/
ONLY WHERE OTHER DISCONNECTING MEANS ARE SECTIONS FOR WALL WALL AND DOOR FRAMING.ALSO PROVIDED BY �► \ �
A READILY ACCE551BLE CIRCUIT BREAKER: q
AND WINDOW FRAMING. /• T—
b. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING \ f
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS
BEING IN COMPLIANCE WITH 5EC. 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,
iS DESIGNED BY OTHERS SITE INSTALLED, "APPROVED„
GROUNDING, ETC.) � I .
SUBJECT TO LOCAL JURISDICTION APPROVAL. 4 DOCUMENT
10. ALL WIRES TO SWITCHES AND OUTLETS TO BE#12 AWG THHN AND OPTIONAL ELECTRIC TO WP 32" MIN., GO" MAX. WIDTH
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA EACH UNIT FIELD BY G'-8" HEIGHT DOOR,
70, NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY.
11. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH EXISTING POWER
ARTICLE 12 10.8(A)(2)NEC-08. SOURCE TO UNIT -
30'-O" MAXIMUM BUILDING LENGTH
Electrical Symbol Key
NOTES:
GFCI Duplex Receptacle 120 ! 10 e ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY.
e BUILDINGS WITH WALL HEIGHTS GREATER THAN 7'-0"SHALL HAVE WALL
incandescent Light W/(I)-60w Bulb FRAMING SPACED AT I G" O.C., MAX. -- ---~"" -
�j Junction Box Typical Floor Plan 1q o3 1a
® $ SCALE: 1/4"= 1'-O"
I I
Switch
WP Weatherproof
$R Switch w/ Receptacle OutlA120v
These Plans Were Designed In Vaulted Ceiling Master Plan Designed By.- Project No. Sheet Number:
O.R.H. 12EN224
j-iagie Associates, Ing. Accordance with the 2010 Flordla Lark BuildersS1 A
Engineering & Construction Planning Building Code for a Wind Speed of 409 Dixon Street Checked By: Date:
- P.O.Box 349i SWUM,S.C.29682•Phone.869-69&7600 C.L.A. 03/19/12
160 m.p.h. Vidalia, GA 30474
SKIDLAYOUTAND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOR J015T 512E
125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) X 5t.....X
Width Joist size&Spacing A B Width Joist Size&Spacing A B Ap "B� nAu
V_0" 2x4's @ 16" O.C., Max. 15" 42" 6'-0" 2x4's @ 16" O.C., Max. 12" 24"
8'-0" 2x6's @ 16" O.C., Max. 18" 60" 8'-0" 2x6's @ 16" O.C., Max. 16" 32"
M�a� 24L -72° 1�`-9!!--2x6'-- �16" "18n- SEE SCHEDULE FOR J015T SIZE — -- — - —-- —-
11'-Ott 2x6's @ 16" O.C., Max, 24" 84" 11'-0" 2x6's @ 16" O.C., Max. 22" 44" X X y
11 -8 2x6 s @ 16" O.C., Max. 28 8411 11 -8 24's @ 1611 O.C., Max. 24 46
11
Of
13'-0" 2x8's @ 16" O.C., Max. 36" 84" 13'-0" 2x8's @ 16" O.C., Max. 26" 52" °A° "B" °B° °Ar
13'-8" 2x8's @ 16" O.C., Max. 40" 84" 13'-8" 2x8's @ 16" O.C., Max. 28" 56" asp_ `� r J'z 1rI rro.12e�N Z _yGM
NOTES: Approved II}•..,.--.,,.._.-. �A......_ _._
•FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH P.At:Itard L F flock
UNDER FBC 2304.9.1 AND TABLE 2304.9. 1 UNLESS OTHERWISE SPECIFIED. ASvdtil�r P1tttL3[ttg Pians)r>.�ssnitt ortda a^�rttt 'LA
•ALL 5KID5 ARE P.T.-4xG 5.Y.P. #2 OR (2)-P.T.-2x6 5.Y.P. #2
•G'-O"WIDE UNITS MAY USE 2x4 S.Y.P. #3 J015T5
•ALL JOISTS ARE TO BE P.T.-S.Y.P. #2P.T. SIDE RAIL TO MATCH
P.T. SIDE RAIL TO MATCH
/—JOI57 SIZE, SEE FRAMING J015T SIZE, SEE FRAMING
SCHEDULE FOR SIZES. SCHEDULE FOR SIZES.
Q �,i f
NDl
m "APPROVED"
SEE SCHEDULE FOR J015T SIZE ®/�1 t A NT
5EE SCHEDULE FOR J015T SIZE tdr td�Vl
m
vcy
Jil
!+Ir2 m
m
a
3 4 P.T.-4xG S.Y.P. #2 or 31: P.T.-4xG 5.Y.P. #2 or
H m
1 , (2)-P.T.-2xG S.Y.P. #2 SKIDS 1 . (2)-P.T.-2xG S.Y.P.#2 SKIDS 03j 19 f la
30'-O" MAXIMUM BUILDING LENGTH 01 30'-O" MAXIMUM BUILDING LENGTH
1 IF
plcal 2 5kld Floor Framing Plan Typical 3 Skid Floor Framing Plan
SCALE: 1/4"=1�-v° SCALE. I/4"=I'-0" T_
These Plans Were Designed in Vaulted Ceiling Master Plan Designed By: Project No.
Sheet Number.
�Ianey Associates, Inc.
Accordance with the 20 10 Flordla Lark Builders O.R.H. 12EN224
Engineering& Construction Planning Building Code for a Wind Speed of 409 Dixon Street Checked By: Date:
P.O.Box 348,ShMe,S.C.29682-Phottag - 646do I GO m.p:11. Vidalia, GA 30474 C.L.A. 03/19/12 3 of 8
Apioval Stamps:
2x4 S.Y.P. #2 WALL STUDS 2x4 S.Y.P. #2 WALL STUDS
SEE PLAN VIEW FOR SPACING SEE PLAN VIEW FOR SPACING
SEI: FRAMING SCHEDULE 5K1D5 MAY BE P.T.-4xG 5.Y.P. 2x4 S.Y.P. #2 SOLE PLATE,
FOR JOIST 51ZE #2 OR(2)-P.T.-2xG S.Y.P. #2 CONTINOU5 W/5/16"x4" SEE FRAMING SCHEDULE
LAGS AT i 8"O.C., Max. FOR J015T AND BAND 512E
(2)51MP50N H-3 (OR P.T. 3/4"T*G FLOOR P.T. 3/4"T#G FLOOR
EQUAL)CLIPS AT EACH SHEATHING SHEATHING
=;1 STUD, ONE EACH SIDE
— — — . -- •- --- — — — —O�SUtE PLATS- -- --- -- ---- — — —� -- — -- --- —— --— - ------ ----- —
SENCO K28{OR EQUAL) NOTCH 5K1Ds !y2"x ryz" 1r
'V2"
NAILS AT 12"O.C., ROWS FOR EACH FLOOR J015T X__
SHALL BE 1.5" FROM EDGE, FI 2x4 5.Y.P. #2 20ga. UPLIFT STRAP W/
STAGGER ROWS G"FOR I 50LE PLATE
(2)-P.T.-S.Y.P.-2xG'5 5K1D5, 2x BLOCKING BETWEEN �. (4)-0.13!x2.25" Nails
START PATTERN WITHIN G" SKIDS, FASTEN TO END) EACH END, MINIMUM
OF EACH END OF SKID 2x4 BLOCKING BETWEEN _- J015T WI(D-0.120"x3" I
SKIDS, FASTEN W/ NAILS W 12"O.C. CAE-HI OPTION "A"
(2)-0.t 20"x3" NAILS AT 51DE, STAGGERED.
12"O.C., STAGGERED. 37 W 5T D TIEMMU DETAIL
MEND J 5 F MIN DETA 1.3 SCALE:3/4°=1'-0° 2,7LfvC p�/j
t CIDF OOR 'RAMING DETAIL 3 I z' tau No,C'L_r __._
f s 3!4'=I-0 SCA Es 1.5°ffi I'O"
SCA 11atC -
A�tsvoit By
Vig-Imi Bulloch
A£o�ul Hilll<dlils plans rAl "A lar Florida C-orimcf Qa 9�4m
SKIDS MAY BE P.T.-4xG 5.Y.P,
#2 OR(2)-P.T.-2xG 5.Y.P. #2-
e
2x4 S.Y.P. #2 WALL STUDS e e "APPROVED"
SEE PLAN VIEW FOR SPACING ATTACH SOLE PLATE e 12" LAP SPLICE FASTENED �f A PR V V EDfa
TO SKID FRAME WITH I -�- Wl(G)-5/1 G X4 LAGS " " DOCUMENT
5EE FRAMING SCHEDULE 5/1 6"x4" LAG SCREW P.T.4xG 5.Y.P. (OUTER FACE), (3)-5/1 GW"
FOR JOIST AND BAND SIZE AT I W O.C., MAX, #2 5KID5 LAGS(INNER FACE), (9)LAG
5CRt7IV5 TOTAL.
P.T. 3/4"T4G FLOOR 1 ATTACH J015T TO SKID WITH
SHEATHING 5/1 G"x4" LAG SCREW OR (2)
5lMP50N H-3 (OR EQUAL) AT
i' EACH END OF JOIST, SEE 3"xG"SPLIC>= PLATE ON 3 of
t FRAMING SCHEDULE FOR SIZE. 4 SIDES OP JOINT, FASTEN --_......__...._ __ . _._. __...... ..__
EACH PLATE W1(5)-5ENC0
A 2)51MP50N H-3 (OR NOTE: ATTACH END JOISTS TO SKID WITH W-5/1 G54" S.Y.P. #2 SKIDS K28(OR EQUAL) NAILS
2x4 S.Y.P. #2 EQUAL)CLIPS AT EACH LAG SCREWS t0R(4)-0.131 x4"GUN NAILS] AND A EACH SIDE.
SOLE PLATE STUD, ONE EACH 51DE 51MP50N 11-3 [OR EQUAL] AT EACH END OF JOIST.
OF SOLE PLATE 03 f 14 r la
OPTION "B" TYPICAL SKID TO 5 TYPICAL SKt SPLICING DETAIL
4 HF__
01ST ONCTION DETAIL �---�
1a 5 D EDO D A I. SCALE:3/4°ai1'-0' SCALE:3! °=f'O°
3
LY
314*=f-o•
These Plans Were Designed In Vaulted Ceiling Master Plan Designed By: Project No. Sheet Number:
A Aft
Haney Associates, Inco Accordance with the 2010 Flordia Lark Builders O.R.H. 12IBN224S1 NJ
Engineering & Construction Planning Building Code for a Wind Speed of 409 Dixon Street Checked By: Date:
P.o.Box 348,Six i11f1e,S.C.29692-PhoaelS64-6167600 ,VidaliaGA 30474 C.L.A. 03/19/12
160 m.p.h. 4 of 8
�KApproval Stamps:
4.5 30.5" 42" Max.
Max. Max. 60" Max.
96" Max.
FIFT I
.__.__..w.�_..��...��..__......�_.__...�___._.n��___w...7 Date_ lei 17/ tanHo.12fN zv� YGM
SEE SCHEDULE BELOW FOR ALL --. ........._
OPENING REQUIREMENTS.
Rkitnt• • t3ulleck
30'-O" MAXIMUM BUILDING LENGTH Bt+1l ingibas&11 n9rModdererir nj,.V2c
+:n S
Typical Side Wail Openings Praminq
SCALE: 1/4"=1'-O"
WALL OPENINGS FRAMING SCHEDULE
Max. Header/Sill Header Fasteners Sill Fasteners King/Jack Option A: Stud to Band Joist Option B: Stud to Option A: Option B:
Opening Type (Each End) (Each End) Studs Strapping & Nails (each end) Band Joist Clips Anchor Lags Anchor Lags
14.5" 1 11TH (4)-16d Nails (2)-16d Nails 1 / 0None Required None Required (N /A) ( ) N
01
7i2—.5' 1 ( }'16d Nails { )
5 2 -16d Nails 1 / 0 q_ None Required None Required (N /A) (N /A) "APPROVED"
/ 1. .�.. ., ._.... ._. _ . ..
30.5" 2 / 1 (7)-16d Nails (4)-16d Nails 1 / 0 None Required- None Required (N /A) (N /A)
42" 2/ 1 (8)-16d Nails (5)-16d Nails -1 / 1 (2)-20ga. w/ (5)-0.131x2.25 Nails (2) Simpson H-3 5 5
60" 212 (10)-16d Nails (7)-16d Nails 1 / 1 (2)-20ga. w/ (5)-0.131 x2.25" Nails {2} Simpson H-3 7 5--
6311
63" 3/2 (10)-16d Nails (9)-16d Nails 2 / 1 (3)-20ga. w/ (7)-0.131x2.25" Nails (3) Simpson H-3 8 6
75.5" 3 (13)-16d Nails (N /A) 2/ 1 (3)-20ga. w/ (7)413W.25" Nails (3) Simpson H-3 10 7
96" 3 (13)-16d Nails I (N 1 A) 1 2 / 1 (3)-20ga. wl(9)4131x2.25" Nails (3) Simpson H-3 11
NOTES:
•ALL HEADERS AND SILLS SHALL BE CONSTRUCTED FROM S.Y.P. #1 tX,
e STRAPS, CLIPS AND ANCHORING LAGS STATED ARE FOR EACH SIDE OF OPENINGS `/ 03117/12
•STRAPPING MAY WRAP BAND JOIST IF NEEDED TO INSTALL REQUIRED # OF FASTENERS X r.J�
•ANCHORING LAGS SHALL BE I" FROM STUD AND SPACED I"O.C. CENTERED ON BAND JOIST
9 REFER TO CLIP MANUFACTURER FOR CLIP FASTENING REQUIREMENTS {I}-2x4 S.Y.P. #i (2)-2x4 S.Y.P. #I wJ 112" PLYWOOD (2)-2x6 S.Y.P. #1 w/
•5IMP50N C516 STRAPS(OR EQUAL) REQUIRED TO TIE HEADER TO JACK STUD FOR ALL SPACER or (i)-4x4 S.Y.P. #I i/2"PLYWOOD SPACER
Z�
OPENINGS 42"OR GREATER, 5TRAP5 ARE AL50 REQUIRED FOR ALL INTERUPTED STUDS ON
H
OPENINGS 60"OR GREATER eaderiSlil Type i deader/Sill Type 2 Header/Sill Type 3
SCALE: 1.5"=1'-O" SCALE: 1.5"=1'-O" SCALE: 1.5"=I'-0"
These Plans Were Devcjned in -µ Vaulted Celling Master Plan Designed By: Project No. Sheet Number:
Haney Asp®Cl�it+0�g Inc. Accordance with the 20 i 0 Plordia Lary Builders O.R.H. IaENaz�
SO` 14
Engineering& Construction Planning Building Code for a Wind 5peed of 409 Dixon Street Checked By: Date., 1°
P.O.Box 348,Six Me,S.C.29682-Phone:864.646 7600 I G0 C.L.A. 03/19/12
m.p.h. Vidalia, GA 30474
r
o Stamps: ,�
ROOF FRAMING SCHEDULE SCHEDULE AND ROOF FRAMING NOTES:
Framing at 24" O.C., MaX. Framing at 16" O.C., Max. •BUILDINGS WITH WALL HEIGHTS GREATER THAN T-o"SHALL HAVE WALL AND ROOF FRAMING SPACED
Required 0 AT I G" O.C., MAX. ER THE WALL STUDS FOR PROPER LOAD
Width Rafter Size Required # Width Rafter Size a ROOF FRAMING SHALL BE SPACED TO LINE UP DIRECTLY OV
of Strap Nails of Strap Nails TRANSFER AND STRAPPING.
a RAFTER TO STUD STRAPPING SHALL BE 20ga.x I &WIDE AND FASTENED WITH O.t 3 f x2.25° NAILS.
6'_0" S.Y.P. #1 -2X4's 6 (ea. end) 6'-0" S.Y.P. #1 -2x4's 5 (ea. end) a ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 201 O 1503 AND R318.6
e ROOF.FRAME TO WALL FRAME STRAPPING MAY BE INSTALLED ON THE INNER OR OUTER FACE OF THE — —
end -5 (eand}_. - FRAMING --- - - --- -- -- —- —- — - — -- - --- - -- ———
10'-0" S.Y.P. #1 -2X8'9 —9 (ea. end) 10'-0" S.Y.P. #1 - Ms - 6 (ea. end) a FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS A5 SET
11'-0" S.Y.P. #1 - 2x10`9 10 (ea. end) 11'-0" S.Y.P. #1 -2x8' 8 (ea. end)
FORTH UNDER FBC 2304-9.1 AND TABLE 2304.9.I UNLESS OTHERWISE SPECIFIED.
11'-8" S.Y.P. #1 - 2x10'9 10 (ea. end) 11'-8" S.Y.P. #1 - M's 8 (ea. end)
13'-0" S.Y.P. #1 - 2x12's 11 (ea. end) 13'-0" S.Y.P #1 -2x�O's 8 (®a. end)
13'-8" S.Y.P. #1 - 2x12's 12 (ea. end) 13'-8" S.Y.P. #1 - 2x1O's 9 (ea. end) unsti 5114 1 )z- 11"No. Ls14 z'�y.__._VGM
Ai�gronad I3Y.. -
RWILard l;ulicrls
Modular Ilul ding Plans Eva,ii r MorldA CerMmoe 2,&"-o
- ��.-.==.tai __�- ,-•—.
NDI
- - - - — , "APPROVED„
tu DOCUMENT
�_ 5L PE i 2x BLOCKING TO MATCH
SLOP , J015T SIZE AND GRADE,
i SPACED A7 42" O.C., Max., A
MINIMUM OF 4 5FCTION5
OF 2x BLOCr%JNG 15
REQUIRED FORA Y 5PAN5
SEE SCHEDULE FOR RAFTER 51ZE ABOVE I I -8
AIJIA
30'-O" MAXIMUM 13UILDING LENGTH 03/ 11/)a
Typical Roof framinci Plan
SCALE: 1/4"=1 LU
-�---- ---� �'M Sheet Number:
These Pians Were Designed in Vaulted Ceiling Master Plan D oR By. Project
�1�e�1 SSS®Cl� es9 Inc. Accordance with the 201 O Flordia Lark Builders
n5 -
Engineering 8c Construction Planning Dulidin9 Code for a Wind Speed of 409 Dixon Street Checked By: Dare:
C.L.A. a3�i9�I2
ro.1391348,SkAtile,S.C.29681-Pbanet8fv 64600 I GO m.p.h. Vidalia, GA 30474 6 of
Approval.Stamps:`_ �
2 1/2"x 1/2"CORRUGATED SEE GENERAL NOTES S 1.0 2 1/2"x 1/2" CORRUGATED
----------------- ROOF PANELS FASTENED FOR ROOF 5LOPE5 ROOF PANELS FASTENED
WITH 1/4"-14 x 3/4"HWH - t' WITH 1/4"-14 x 3/4" HWH
TRAM I AT 8"O.C. �� ��� ~� -,; TRAM t AT 8"O.C.
t--------- ------ � "
SEE ROOF FRAMING -
SCHEDULE FOR RAFTER
- ---- -- - - -SEf-RFJOF�RAMiNf7- TO_MATCH
60� JOIST 51ZE AND GRADE,SCHEDULE FOR STRAPPING
01 — --- �~�~ --'-- ---- ------ ---- ----- -- -
p REQUIREMENTS SPACED AT 48"O.C., Max.
N 2x4 5YP#I STUDS AT I G" SEE ROOF FRAMING
OR 24"O.C. SCHEDULE FOR RAFTER SIZE
u} AND SPACING.
5EE 51.2 FOR SKID 2 112u x 112' CORRUGATED
AND FLOOR FRAMING PANELS(FASTENED W!#8 x .Y 1'1,.E1.1 7rL�( �fGNj
I%"WOOD SCREW AT 9' 1 RIDGE COLLAR TIE DETAIL liato Plan No.
1 - -- - -------------- o _- .1 O.C. (OR EQUAL) A rovsd B3�.-.-��-
i SCALE: 1'—1'-O` iP
A4ndutsr 13uELJ111S Plans • minor Morlda Cermwoo 5'ul r-t
01 30'-O" MAXIMUM BUILDING LENGTH or
Typical Frame Section
SCALE: 1/4"=1'-O"
2 1/2"x 1/2" CORRUGATED SEE ROOF FRAMING
ROOF PANELS FASTENED SCHEDULE FOR
WITH 1/4"-14 x 3/4" HWH RAFTERS I;!
ff-- •� TRAMI AT 8"O.C. 51MPSON HTSi 6OR EQUAL ATtt ��DOEO��_ .._... m.,w� �N EACH RAFTER
0. I)OCU EN
/ 2x4 5YP #I STUDS
AT I G"OR 24"O.C.
ATTACH WALL SECTIONS ATTACH TOP PLATE TO
wl 5/1 G"x3" LAG SCREWS ) 5TUD5 w/(2)-0.131 x3.25" >
AT i 8"O.C., Max. (2)-51MPSON H3 ,) GUN NAILS, ATTACH TOP
AND (I) H8 AT PLATE TO RAFTER PLATE w/
EACH STUD. 5/1 G"x3" LAG SCREWS AT
2048.T-WALL BRACING 18"O.C., Max.
STRAPS ON INTERIOR AND
EXTERIOR OF WALL, FASTEN
WITH (2)-0.131"x 2,V4" LONG 031 I4/!a
GUN NAILS OR#8x 2%4"
• LONG SCREWS AT EACH 2 OVE NG�O JON Dt AIL /'3-A.9 VI-W 4NG•OPTIONS DETAIL
VARIES, G-0 to 13-8" MEMBER CROSSING. 5C ALE:3i4•a 1-0
10
_Typical End Wall Framing
SCALE: 1/4°-i'-O"
There Plans Were Designed in Vaulted Ceiling Master Plan Designed By: -Project No. Sheet Number.
ane Associates, Inc. Accordance with the 201 O Flordia . Lark Builders O.R.H. 12EN224wazi
Engineering �c Construction Planning Building Code for a Wind Speed of 409 Dixon Street Checked By: Date: °
P.O.Box 348,Six 1Nile,S.G2%R-ehonet864.646.7648 Vidalia, GA 30474 C.L.A. 03/19/12
GO m.p.h. 7 of 8
r
_�Approvat Stamps: ^�
2x4 SYP#I STUDS 2x4 SYP#I STUDS
AT i G"OR 24"O.C. — 20ga. T-WALL 13 ACING STRAPS ON _- - AT 16"OR 24"O.C.
INTERIOR AND EXTERIOR OF WAIL, — --- — - -- --. --- - — —-- -- --- - -- -- — --- ---- ---- —
FA5TEN WITH (2)-0.131"x 2& LONG ` 22.5°
ATTACH WALL 5ECTION5GUN NAILS OR#Sx 2%" LONG A Max. ATTACH WALL SECTIONS
wl 5116"x3"LAG SCREWS SCREWS AT EACH MEMBER w/5/1 G"x3" LAG SCREW5
AT 18"O.C., Max. CKO551NG. N AT 18"O.C., Max.
C `
J 11
--------------------- ---------------- ----------------- -------- 1 1� i'}33�o IllC-N 4?N V
441
SEE 51.2 FOR 5KID AND FLOOR '"d'"��
30`-O" MAXIMUM BUILDING LENGTH FRAMING 30'-O" MAXIMUM BUILDING LENGTH A"revod By- _ --------
10 40i 14 IM14 id,6111tevic
Side Wall Framing Option Side Wall Framing Option ModularRuUIrQPie . auetnes�lo�lae
SCALE: 1/4"=P-0" SCALE: 1/4"= P-O"
\� NDI
,t "APPROVED"
! 2x4 5YF,#I 5TUD5 DOCUMENT
2x4 5YF#15TU05 t
AT I G"OR 24"O.C. 20ga. T-WALL BRACING 5TRAF5 ON AT 1 G"OR 24"O.C.
96„Max. INTERIOR AND EXTERIOR OF WALL, fr G3” Max.
m FASTEN WITH (2)-0.131"x 2%" LONG
ATTACH WALL 5ECTION5 GUN NAIL5 OR#Sx 2%' LONG ATTACH WALL SECTIONS
wl 511 GN3" LAG SCREWS (� SCREWS AT EACH MEMBER %I 9 wl 5/1 G"x3" LAG SCREWS
AT 18"O.C., Max. (;. CRO551NG. -' AT 18" O.C., Max.
--------------------------------------------- - - -.,.. ........ --------------------------..._
SEE 51 .2 FOR 5KID AND FLOOR 03111/)a
30-O" MAXIMUM BUILDING LENGTH FRAMING 30'-0" MAXIMUM BUILDING LENGTH 01
51de Wall Framing Option Side Wall Framing Option
SCALE: I/4"=1'-O" SCALE: IN=P-0"
These flans Were Designed In Vaulted Ceiling Master Plan Designed By: Project No. Sheet Number:
Haney Associates, Ilse. Accordance With the 20 I O Flordia Dark Builders O.R.H. IZEN224
S' 1 7
Engineering & Construction Planning Building Code for a Wind Speed of 409 Dixon Street
- P.O.Ho:348,Si:pipe,S.C.296$E-Phones869.646-7646 CheC�Ced By: Date:
I GO m.p.h. Vidalia, GA 30474 C.L.A. 03/19/12
80