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Business ,'
t;., Manufactured (Modular) Buildings
Professi rial ,° �� USEe:PublicUser
RegUll—A01 - Reviewed for Code
l4amdactmed fhlnrhdarl ri ilf inns Rtenu>Plan Detail Compliance
Plan Tracking # {`30267
Code Version 2014 C1fll V �e{va I(
Building Type Storage Sheds ``'"�- ''�h
Municipal]all No
Manufacturer Handi-House Manufacturing Company
Agency Professional Service Industries
Agency Plan # HH-160 SM-14
School District
Contract Agency
Construction Type V-B
Fire Protection B
Fire Suppression System No
Occupancy Storage
Allowable#of Stories 1
Wind Velocity 160 mph Exposure C
Fire Rating of Exterior Walls 0 hrs
Area Live-psf Dead-psF
Maximum Floor Load 125 125 12
Alternate Maximum Floor Load
Roof Load 20 5
"R" Rating of Floor,Wall,and Roof 0,0,0
Modules per Building 1
Square Footage 719 Sq. Ft.
Approved for Hurricane Protection Usage No
Designed for use as a Hurricane Public Shelter No
Comments Residential Lawn Storage Shed W. Neary SMP-
51 Plans Examiner New Construction for
Submittal please Thank you!
Original Plan Tracking #
Date of Agency Approval 06/26/2015
Date Submitted 06/26/2015
Date Accepted 07/01/2015
Status Accepted
Data Attached He
06/26/2015 jjPlanID 30267 HH-160 SM-14-rdd65c2a odf
Canenl Ptan Rnvlawa
https://floridabuilding.orghnb/mb—pub_plan_dtl.aspx?pararn=09QWMGULGpx2n%2f93PM2%2bJgi... 7/27/2015
Building and Growth Management
18400 Murdock Circle,Port Charlotte,FL 33948
Phone: 941.743.1201 Fax:941.764.4905
www.charlottecountyfl.com
"Toexceed expectations in the delivery of public services."
MASTER PLANS ON FILE CERTIFICATION
MP# 20150713123
PLEASE CHECK ONE BOX: 'nM CONTRACTOR COPY ❑ OFFICE COPY
Tracking Number: Date of Issue:Jul 31,2015
Valid Thru: 2014 Florida Building Code cy91
Issued To: Tampa Sheds,AKA Pope's Utility Buildings Inc.
Address: P.O.Box 2342 Mango Florida 33550
Street City State Zipcode
Phone Number. 813 626-6289 Fax Number: Email;popes@verizon.net
Is a signed&sealed letter from Architect or Engineer of Record required for permitting? ❑ Yes x❑ No
Model or Project Name: Master Plan for DBPR sheds,tracking#'s 30267,30268,30269,30270
Special Consideration: Anchoring system
Date of Plans: 07/27/2015 Number of Pages: 1
Engineer/Architect: Robert T.Haug Certification Number: 24575
Address: 1820 E.Englewood Dr. Suite 105 lakeland Florida 33803
Street City State Zipcode
Phone Number: 863 687-4225 Fax Number:
Plans Examiner Signature: �f � Date Approved:Jul 31,2015
Choose or Print Name:Daniel W. Devalk
Mine NOTESI
All =ANC30I "MW T4 —4161 W*Mll Wil Of U"I".
1.
TYPE PAD DIMENSIONS MAX LOAD MATERIAL W AMIFMUM[I=RS W 4600&=
UrAcrum R WK ft=CT IRSIM ft(01 CMARAR0
I 2"X8"XI6" 1778# CONCRETE BLOCK QUALITY CEMENT AND SAND MIX A"Exot mrw p"m a X==T".mf
S.1111 MILE-2 ow its A sr tww"v""0 Pkwftm.m Cw
AM=DKL RE 4TTAD=TIORROM=MWU ASI)IICIt) ..W
II 4"X8"X16" 3600# -CONCRETE BLOCK QUALITY CEMENT AND SAND MIX I'muWASHM FOR AWLW
K*Q*m fill
&t WU�. 5 111 RE A-TAOM I*A 4- ill
W op===
ArrAXj(ll"uw)
III16"X16" 3950# ABS PLASTIC PIER PAD "aw w-TH ona
IV 8loX8"X16" 3500# CONCRETE BLOCK QUALITY CEMENT AND SAND MIX l"t"a=moon runx%".
1.A.t..
PAD TABLE 2X4 PT IDTM
rAT M UA IM"
sc,11MN"ran Awvw Imoulto sit sag Rl"
uO.
1.am 91 ANCHOR D=K ft=At EACH CM0 Or INIUM WfNN 2e
or lot'm
sac.,[vt`32)IN; 7.ww,xlR,lw sliltim Wo."a is rill,
?Awl n —"4" I
w.mN Lzmax R,, M.WAM Or AX*013 LWED 01 AWM PMnU Ali THE kWWW
t,0 t7O xt�L�Rwm Cr Apciicas To*Lv Dow tcm su wALL
Is*In N1340"or k),glostl Rx"m 112 sawn 1MV-0 RE U 1=10TAL
GROUND ANCHOR ON SLAB I,ex NrN rwo==aw Mm"W."2(zu=rm VIA vi N
, ( T
J- 1;10==cmctm Now"Y K ZIA=ON?=too"104
APPLICATION APPLICATION w m 4g•wm*,l ow.
%"ir"MAM MY.WT 1011 WAIAR KWATIM
[:(4) 4):] • CUM'Akklblg�.
L
10) a
lw-.. 4.M rAMM l.b
(7) 1 Mmos-m cL"M":(InAmo
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ftAW&M,CL
1 11 IA I
TxTj m It KILLI or AK4*93tt Nolu AND CVARII ex 11,111'In sp=.2 AND
dt'x=
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FT rLIlll Au.2liM. :i(Unm Mn'-fol W=tkmxui its us"
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IN j
"-a-9NCD wm L=I-fel AM J23T*t3$.If"U-S PEWUU W)
•X1Mk =1=A
4'I-=INVA1111)As 1MR A
Reviewed for Code
lo-V vw- mAx)
L
Compliance
Dania
111"0 X 30-L.G.STEEL ROD 1/2"0 X 36"L.G.STEEL ROD
L
Aw-e r_r 2. 1 1 1#1
I(TYP) 2 1 3 1 1 2
ATTACH TO SLAB WITH 1/2"X3'
-11 -ED
6 WEDGE ANCHOR SOLS�7 /WEDGE
7 Jff
L C, •
HELIX 4-0 WITH 2-PITCH 9"*-2" :n
ASPHALT ANCHOR —3. 4*,
GROUND ANCHOR "L" BRACKET CONCRETE SLAB RINITY DRAFTING LLC
131--.203
ANCHOR E OF
,...ANCHORS TO RE PLACED 24'FROM END OF BUILDING(MAX) 118-XrX2-STEEL PLATE WITH(3)6/8-HOLES
2
miNimum or TWO ANCHORS EACH SIDE OF BUILDING
PLAW MY,IL DATE:07.25.15
Information&W.:e!J.Tb B u ild On
EWneerft*ConnOng*TesUng
June 26,2015
Mr. Jim Richmond
Florida Department of Business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street
Suite 90A
Tallahassee, Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Handi House Manufacturing
Plan Number: HH-160 SM-14
Dear Mr. Richmond,
Pursuant to the requirements of the Florida Department of Business and Professional
Regulations, the above referenced documents have been reviewed for compliance with:
2014 FBC, 5th Edition
2011 NEC
2014 Florida Fire Prevention Code
These plans comply with Florida Product Approval Rule 61G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file in the Third Party Agency office
of PSI.
All mandatory comments have been satisfied and plans are approved for construction by a
modular building manufacturer that is currently approved by the Department of Business
and Professional Regulations.
If you have any questions or require my assistance in any way, please do-not hesitate.to
contact me.
Respectfully si�bmitted,
William E. Ne ry, I
Department Manager
Modular Facilities Division
Copy to: Bonnie Gowen, Nandi-House Manufacturing handihouL_ _q@gmgLsenif I.com.
�
The current plan tracking numbers of the designs to be certified as compliant with the latest
edition of the FBC which we understand will be reissued are as follows:
29151, 29152, 29153, 29154, 29155, 29156, 29157
Any questions concerning these plans feel free to contact me.
%%
No. R•''yq�tr''.
No. 845 i*:
STATE OF
f j�C7lVAL� t%%%
By:Orrick R.Haney, P.E.
Principal Engineer
hancyassociatcs@bellsouth.net
beIlsouth.net
i 5EN224 Page 2 of 2
Haney Associates, Inc.
Engineering & Construction Planning
F.L. Certificate of Authorization No. 27124
P.O. BOX 348 • SIX MILE,SC 29682 • (864)-646-7600 (0) • Mobile: (864)-634-1300
EMAIL: haneyassociatesnbellsout h.net
Orrick R. Haney, P.E.
President
Date: June 25. 2015
Florida Manufactured Building Program 2014 Code Update
Attention:
William E. Nearv. III
Professional Services Industries. Inc. (PSI)
1749 33rd Street
Orlando. 1=1..32939
Project: f IANDI-IIOUSL'' KIASTER DESIGNS
Client Name: I landi-tlOuse Manulactu11110. lne. — PO Box 930- Swainsboro. GA 30401
Assessment:
The plans on file with the state previously approved by the Florida Manufactured Building
Program meet the requirements of the latest edition of the Florida Building Code, FBC 2014
5t" Edition.
Handi-House Manufacturing, Inc. have the following designs on file:
• 140 mph — Standard and TumAround Wood Shed Master
• 160 mph — Standard Wood Shed Master
• 160 mph —TurnAround Wood Shed Master
a 160 mph — Double Wide Wood Shed Master
• 160 mph — Metal Double Wide Shed Master
• 160 mph —Standard Metal Shed Master
O 160 mph —Standard Wood Barn Master
hanevassorialcsir'+bcllsouth.nct
151:1\22--1 1'atpe I oft
PSI APPROVAL 2013-06-26
160 mph - Standard Metal Shed Master Plan :=ApernYsri�ll�s:
GENERAL NOTES: HC�t7C�I-House DE51GN PARAMETERS. (HIP-GA6LE ROOF)
I. THIS STRUCTURE V 5 DESIGNED IN ACCORDANCE WITH THE 2009 [MND OE5IGN PER PSCE 7-10.5Ef5MIC DESIGN FER A15C 341-05)
IBC BUILDING CODE AND THS FLORIDA BUILDING CODE. P.O. L.QQ�QX 830 I, WIND VELOCITY. 160mph
LOADING DESIGNED IN ACCORDANCE WITH THE ASCE-7-1 O. 2. MIND IMPORTANCE FACTOR: 1.0
2 ALL ABOVECODE A DALLOTHERAPPLAND LABOR SMALL ICABLELOCAL ODES AE IN ACCORDANCE T THE Swam5boro, GA 30401 4, INT,PRETHE 3. IIND SSURECOEFFICIENTS 0.!8z
TIME OF MANUFACTURE. 5. ENCLOSURE CLA551FICAnON: ENCL05ED
3. WRITTEN DNMEN510145 SMALL TAKE PRECEDENCE OVER 5 CA(ED GCOMPONENTS AND CLADDING:
DIMEN5!ON, -BOOP LOAD(ZONE 11): +21.. 4/-43.8 P5P S. '
4. OUT5IDE OVERALL DIMENSIONS CAN VARY BETVIEEN LIMITS 5MOVAV Sheet Index -ROOF LOAD(ZONE 82): x21.4/-G 1.7 P51'
BUT MEMBER SPACING SMALL NOT EXCEED LIMITS AS INDICATED. -ROOF LOAD(ZONE 85): +21.4/-97.4 PSF
5. LUMBER USED FOR CONSTRUCTION SMALL BE AS FOLLOWS: S1.0 I Cover-General&Design Notes -WALL LOAD(ZONE#4): +45.5/-49.8 P5F i 1
S1.1 Electrical&General Floor Plan -V/ALL LOAD(ZONE 15): +46.31-58.5 P5F
FLOOR J015T5- 2x4 5.Y.P.02-(12-155'.MOISTURE CONTENT) AVALL LOAD(ZONE 14485): +45.9/-54.2 PSF
2xG 5.Y.P.#2-(12-15%MOISTURE CONTENT) S1,y Skids&Floor Framing Plan �
2x8 S.Y.P.#2-(I 2-15%MOISTURE CONTENT) 7. FLOOR DESIGN LIVE LOAD: 125 P5F j
G. ALL OF THE FOLLOWING LUMBER SMALL BE PRE55U•RE TREATED: S1.3 Skid and Floor Framing Details 8. FLOOR DESIGN DEAD LOAD: 12 PSF
SKIDS,FLOOR JOISTS AND TCG BOOR SHEATHING 51,4 Roof Framing&Schedule 9. ROOF DESIGN LIVE LOAD: 20 P5F I I
7. TRUSS,DESIGNED TO SUPPORT RT D.L+L.L.=30 P.S.F. 10. ROOF DESIGN DEAD LOAD: 5ELF V/EIGHT I
8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED 5Y OTHERS AND 51.5 Typical Frame Section Dote118 WALL DESIGN LOAD! 8 PSF
SUBJECT TO LOCAL JUN50ICTION APPROVAL. 12. COMBINATION DE51ION OAD! AS PER ASCE 7-I O ;
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WTTh 32,000 P51 MINIMU)A 57.6 End W1�11 Frame Options 13. 5E15MIC USE GROUPS B
YIELD STRENGTH, 14. BUILDING CATEGORY: I
10. ROOF SLOPE SMALL BE 3:12 WHEN SHINGLES ARE APPUED,SCE FBC 15. BUILDING OCCUPANCY.. STORAGE-NON HABITABLE i , ron
�. j
1507.2 FOR SHINGLE RCQUIREMENT5.BOOP SLOPE FOR METAL GENERAL NOTES CONTINUED: I6. CONSTRUCTION TYPE: v B �� • r,.alnlurir„I j
• r.anlr<
ROOFS SMALL MEET MANUFACTURERS RECOMMENDATIONS. 17. ALLOY/ABLE FLOORS: I
11. ROOF RAFTERS 5MALL HAVE THE SAME 5PACING AS THE WALL 22.DOOR 5MALL BE 2 1/4'- 1 1/1 G'ALUMINUM EXTRUDED 18• EXTERIOR WALL FIRE RATING: 0
STUDS AND SMALL BE LOCATED DIRECTLY OVER THE WALL STUD. FRAME 1V1TH AN ALUMINUM PANEL INSERT.ALUMINUM TRIM 19. DESIGN OVERHANGS 8 INCH 1CODE REVIEW
12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE AND ALUMINUM PIANO HINGE ATTACHED WITH ALUMINUM I FrMssicnal service Irdusuics
UNDERLAYMENT APPLICATION IN ACCORDANCE MATH SECTION RIVET5.DOOR ATTACHED TO VERTICAL 2x4. 20.DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 4 FLORIDA T4s]]rd?Strtar
.Hd4
1507.2.8 OF THE F.B.C.2010 23.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, BUILDING CODE I Ft-RS, Frond,-L
21.THE CON G CODES,
LOCAL
COMPLY It9TH THE tsn Rc,.rn<:VlJGan�L rhary,III
13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE GARAGE DOORS,60`x 72'ALUMINUM DOOR,32' AND FOLLO'lIING CODESS {lee.ates:so
LOCAL CODES AND THI5 15 NOT A FOUNDATION DE5SGN. 48'51NGLE DOORS,AND PRE HUNG STEEL DOORS.TYPE, - FL Fuc:s;c
14. BUILDING 15 CLA551FIED AS TYPE'S' (STORAGE) SIZE,QUANTITY,AND LOCATION MAY VARY. 2014 FB-C,5m Edition I FL 5441•.!,9G!P•E1
15. ALUMINUM IMNDO'N5-ME,SIZE,QUANTITY,AND LOCATION MAY 24.PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES 2011 NEC -
VARY. MAY BE USED INSTEAD OF DOORS L15TED ABOVE 2014 Florida Fire Prevention Code I Huey Associates,Inc.
16. ALL FA5TENER5 INTO P.T.WOCD SHALL BE HOT DIPPED GALVANIZED 25.MAXIMUM WALL HEIGHT TO BE 8'-O 2009 INTERNATIONAL BUILDING CODE { Certificate of Authotizstian
'
FASTENERS. 2G.ALL BRAND MATRIAL5 SPECIFIED MAY BE SUBSTITUTED THESE BUILDINGS A4E EXEMPT FROM THE THE FBC ENERGY I No.x124 j
17. MANUFACTURER INSTALLATION STANDARDS SHALL Be FOLLO%'M IN POR EQUIVALENT OR GREATER PRODUCT. CODE IN ACCORDANCE WSTH 10 1.5.2
ORDER FOR THESE DESIGN DRA%.gNG5 TO ACCURATELY REFLECT 27.ALL BUILDINGS(EKCEPT TH05E IN USE AS AN ACCESSORY
FIELD PERFORMANCE CONDITIONS. BUILDING FORA ONE OR TV/CS FAMILY DYIEWNG UNDER SITE INSTALLED ITEMS: ``�tssK R.
18. THESE STRUCTURES SMALL NOT BE USED FOR COMBUSTIBLE OR 400sq.It.)MUST HAVE ATLEA5T(1)32'SS80'(MIN.)DOOR �� �G /Y.
E COMPLETE OUNDATION SUPPORT AND TIE-DOWN SYSTEM. I Q r�
20.OPTIONALC UE7TTERIOR WALL COVERINGS INCLUDE CORRUGATED 28
STUDS FSRPACED ING AT A MAXIMUM D WALL tOF 24ING 0'O.C.BE )z M�� 2• RAMPS.STAIRS AND GENERAL ACCESS TO THE BUILDING. � V����
3. ELECTRICAL SERVICE HOOKUP pNCLUDING FEEDERS TO THE
PJ.UN•LVUM,MASA A!UMINUM,4'LAP ALUMINUM,518'P.T.TI-I I BUILDING. ) No. 64 58 *:
SIDING,VINYL SIDING MATH ENERGY BRACE BACKER,MARDI BOARD, 4. ROOF DRAINAGE SMALL COMPLY WITH P.B.C. 1503 AND I=b OF
-�
STEL SIDING AND TLEKO'STUCCO ON 5/8'DENSE GLA55 GOLD STATE ;
AND POLYCARBONATE GREENHOUSE PANELS NOTE:TH 5 UST DOES NOT NECESSARILY LIMIT THE ITEMS OF 1VORK p�
2 1.ALL DOORS SHALL BE ABLE TO 8E OPENED FROM THE EGRESS 51DE AND MATERIALS THAT MAY Be REQUIRED FOR COMPLETE ! *'- O<ORLOP 2�
1VITHOl)T THE USE CF A KEY. INSTALLATION.ALL SITE RELATED ITM5 ARE 5UBJECT TO LOCAL � % ��`�
JURL5DIGTION APPROVAL 1 hr0NALt'V,
These plans were designed in accordance with: ! i Single Wide Metal Master Plan 1 jDsignedBy. ProeetNo. Sheet Number. j
!J' Haney Associates II1C. .� 2014 FBG,5"'Edition {
� I O.R.H. 12EPI214 i
--- Handl-House j
' Engineering 8c Construction Planning 2011 NEC I I
`+ 014 Florido Fire Prevention Code 1 P.O.Box 830 I S1 .0
I P.O.roa..saarsatw,sc:lsu-m.s�acusc;seo ( I Checked By; Date: ! I ;
For Wind Speed 160 mph,Exposure C I Swainsboro,GA 30401 i C.LA 04109/12 I 1 Of j
-S I
PSI APPROVAL 2015-06-26
ELECTRICAL NOTE5: _ Approval Stamps .
1. WHEN AIR CONDITIONING 15 INSTALLED IN THIS BUILDING,IT SHALL BE - ---
THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY WE AVD BREWER 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 SCUD COPPER INSULATED
GROJND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THEMAIN WINDOW HEIGHT,LOCATION //'" 52'MIN.,60'MAX.WIDTH
DISTRIBUTION PANEL. AND QUANTITY MAY VARY 24' / LO ATI HEIGHT DOOR,
4. EQUIPMENT GROUND BAR IN fJIA1N DISTRIBUTION PANEL 15 TO BE AND ARE OPTIONAL. 5'NJU(. I,MAf(• I- / LOCATION MAY VARY.
FOUNDED TO MINIMUM 1 O'-0'COPPER CLAD EARTH CRIVEN ROD
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL.
�- -
S. ALL CONDUIT TERMINATION'S OF I'OR LARGER ARE TO HAVE PLASTIC - -
INSULATED BUSHINGS.
G. ALL ELECTRICAL WORK 15 TO 8E IN ACCORDANCE WITH THE NATIONAL 3Yz°METAL STUDS
ELECTRICAL
TRICAL CODE(NEC),LIFE SAFETY CODE(NFPA 101),LATEST SPACED AT 24'
mac\ O.C.MAX. I
7. HVAC EQUIPMENT SHALL BE PROVIDED VATh READILY ACCE551DLE fn �-P.T.314'T4G
DISCONNECTS ADJACENT TO THE EOUIPN.ENT SERVED.A UNIT 5VATCH �
FLOOR$t1EATHING
WITH A MARKED*OFF`PO51fION THAT 15 PART Of THE HVAC SEE VARIOUS END SEE VAR10U5 END WALL
SHALL BE PERMITTED AS THE DSCONNEGTING MEAN5 (? I WALL FRAMING FRAMING SECTIONS FCR
ONLY VMERE OTHER DISCONNECTING MEANS ARB MIN
ALSO PROVIDED BY iD 'i SECTIONS FOR WALL Y WALL MINAND DOOR FRAMING.• t
A READILY ACCE551BLE CIRCUIT BREAKER. !'AND WINDOW FRAMING. 1
8. PRIOR TO ENERGIZING THE ELECTRICAL 5Y5TEM THE INTERRUPTING
RATING OF THE MAIN BREAKER MUST BE OF5IGNED AND VERIFIED AS a
BEING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BY A LOCAL
ELECTRICAL CONSULTANT. /njamdr&ao
9. THE MAIN ELECTRICAL PANEL,rfeacR5,POWER HOOKUP TO BUILDING Ti1BdfGlOn
(INCLUDING ALL DISCONNECTS,OVERCURRENT DEVICES,PANELS, tom •*�+
GROUNDING,ETC.)15 DESIGNED BY OTHERS,SITE INSTALLED, REVIEW
SUBJECT TO LOCAL JURISDIC ION -RIK CODE APPROVAL. Pro1m..'al Service rndustnw`
I O. ALL VARE5 TO 5WITCHE5 AND OUTLETS TO BE tit 12 AWG THHN AND OPTIONAL ELECTRIC TG 32°MAN..GO'MAX.WIDTH Ma 33rd srrcet
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NEPA EACH UNIT FIELD BY 6'8'HEIGHT DOOR, 1 Orlando Florida 3:939
Icc 51-SCAt K�i':am E.Nsary.ltl
70,NATIONAL ELPGTRICA!CODE. CONNECTED FROM LOCATION MAY VARY. � Icc a s:tsc+a
11. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE VATH M5TING POWER I LA:U�e a
ARTICLE 1210.8(A)(2)NEC-08. SOURCE TO UNIT j FL sy373,sMP•st i
50'-0'MAXIMUM BUILDING LENGTH
Electrical Symbol Key
Haney n59oeiaira,me.~
j Certificate of Authodtation
i GFCI Duplex Receptacle 120V 10 NOTES: ! No.27124
ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY.
Incandescent Light w/(1)-60w Bulbi %''tI t111 Ja,,
Typical Floor Plan �.�`QJOK R. .. ,',�
C Junction Box 5CALE: 1/4'=P-D'
$ Switch 1=*/ No. 64558 :*
WP Weatherproof ( �0:, STATE OF
OFIVO
;It ,Switch w/Receptacle Outlet 120v 10 .......... ;4,
IONAL V
� '�rntttttt i
i'-- - ---- These plans were designed in accordance with: ! ! — - Sheet Number,
_ I Single Wide Metal Master Plan IDesignedBy: Pree�tNo.
Haney Associates, Inc. zo14 FLac,5"Edition i i
Handi-House O.R.H. TaErT�a I
s r ' Engineering&Construction Planning 2011 NEC I i
2014 Florida Fire Prevention Code P.O.Box 830 I 1 S1 .1
i
r.o.so:±u,slaam.,t:eaaa-re,.causrc±ca �CEeekedBy: Date: �
jf For Wind Speed 160 mph,Exposure CSwainsboro,GA 30401 CL A M9112 2 of 7 1
PSI APPROVAL 2015-06-26
Approval Stamps:
SKID LAYOUT AND FLOOR FRAMING SCHEDULE 52 5--,1:OL;LE FOR.015T 512'-
126 psf Live Load(2 Skid) 125 psf Live Load (3 Skid)
Width Joist slze&spacing A B Width Joist Sizeupacing A B z.
6'.0" 2x4's @ 16"O.C.,Max. 15" 42" 61-0" 2x4's @ 16"O.C.,Max. 12" 24"
8,-0,, 24's @ 16"O.C.,Max. jell 601, s,-O" 2x6's @ 16"O.C.,Max. 16" 32"
10,-0, 2x6's @ 1611 O.C.,Max. 24" 72" 10,.0, 2x6's @ 16"O.C.,Max. 20" 40" 1!FCR-CIST!:Z!
111.01, 2x6's @ 16"O.C.,Max. 24" 841 11`-0" 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"
2x8's @ 16"O.C.,Max. 36" 64" 13'-0,, 2x8's @ 16"O.C.,Max. 26" 52"
2x8's @ 16"O.C.,Max. 40" 84'113,-8" 2x8's @ 16"O.C.,Max. 28" 56.1
NOTE5-
7FA5T-c'4P5 WI;-L V-2V
L'-%OER Fez:230-9 ; A*:i TABI-I i2C !!
14.9'1 UN.5!0-111!'-':'."5E
5rir5 A'44 P.1 1.9 5.N"P..2 X(2).P.T-2,G,3.y P 02
.6-O•VIDEijfJITS VAI JZ 2.4 5.•+'. =3
IC15T5 ARE-0 5!P T.-5-.!!I a2 5*CE RAIL-0'ti:,"C- 5;7f�L'L To MASC-l"!
C N-M 52C 5:3_.5ee FFLN'1NC-
`o?F21--'5
lop-50:--
14folnultiun
'n 1 749 31(d Suact
SCE!Cr1CC
ofisnoo.Florida 3.0,19
L;LZ rOV.JOIST
:)Ft J'*)57 41,ZE
f,11,11 CODERE14EW
—1 1 LAWX41
IM
FL SLU-7S.SUP41
Han)ASS"iet.-S.
Cenif=u of Aurtiodutticn
I Ji VO.2?124
'%jillill"
rr
R. f f9 it
CEV
P,T-44 Y P� G-7' 3 F.7-4.; y F ep 07 or�-O'
(2%P�- zo - - 2 5<;;--,5 lti^o. 64 58
5.Y.F 112)-?�T-2-G
ov---nal V-Ly
5a--DI!,.G—'NGT�. 5W'_OING
STATE OF
Typical 2 Ficor Frsmjn:,q Plan Typical 3 5k,d Floor Frsmni Plan & .......
5oA-E; 114'-1'-0
These plans were designed in accordance with; Single Wide Metal Master Plan Designed By: Projmll;o- Sheet Number:
Han Associates 2014 FBG,51 Edition Handl-House I—b&-! '2DII NEC
Engineering Construction Planning S1 .2
IiO14 Florida Fire Prevention Code P.O.Box 830 Checked By: Dam
For Wind 5peed 160 mph,,Exposure C Swainsboro,GA 30401 C.L.A. 1)4.,09/12 3 of 1
PSI APPROVAL 2015-06-26
Approval Stamps:
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VAYBE
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+f P_Ai!.111TH(2)#10 SELF P .3/a -cy P_GGP.
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511103,FA 721.1 L'ai NA,LS 13'O.C.EAGt'.
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CODE REVIEW
Pftfesx:nal Solvito Jndusttiet
�\ 1743 33rd Suvot
C, t?.';r.P Sr.JG:'�%-�T:°.`.:D artmdo Ftartda 72875
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l3 SKID= AG5 WINER FACE).i5.L^:- FL 5tdi.tf.5tiP.si
?T Cn:G15T TO S-V 71
LAG SC REW C•.;_R r2! M.51 a 010 U1110c Inc.
5WVFP ON 0.3 4CR EGUAL_:Al C xi3est of 7124 zatiea
E C�ENC OF j0i5T,SE5 "x6`SPLICE PLATE C•:+3 a Va 271:3
FiV°;>1.:Ft„=3„rEDULE POa 5iz`_. -i 51D_5 Cr•J'OiwT.r.ti Fit
r (2}•P.T..2s6
!ACM PLATE w1(3)5VICC iti 111143 r/tt
t10TE:A.—LAC END JOSTS TO 5r1D C.1TH(?)-5!I G'x«' B.r.P.#2 5RD^ `�.`�C1Z R.
LAG SC??iY5,QR i4)-G.,31:«'Gut.NAIt5i A?:D A E Cr15lDE. Q GEN 'L'
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These plans were designed in accordance with: Single Wide Metal Master Plan_ Designed By: Project No. Sheet Dumber:
Haney Associates, Inc. 2011 NEC 2014 FRC,5'*Edition Handi-House O.RH. 12M2:
Engineering S Construction Planning 2014 Florida Fire Prevention Code P.O.BOX 830S1 .3
+=h:tke3 By; Data:
ro.e..3+3,silatn..S.C.M.•rno=0A.as6•-x:a For Wind Speed 160 mph,Exposure C Swainsboro,GA 3040.1 C.I.A. 04111112
4of7
PSI APPROVAL 2015-06-26
Approval Stamps:
ROOF FRAMING SCHEDULE 'Ci1-!Z;iJLV AND ROOF RAMt.C.NOTeV:
Wall Framing at 24" o.c., Max. -ROOF'FRA.VNIC BHAL'-5!-=PACED TO Wt-'V 00� Y
�CTLOVIeF 7n�'v,';,, 5TuD5 FCR FROI.FP LOAD T-:,N5FEK AND 5-R-*F'%G
.F'001�D,11-KATE 5n-^,I-- CG'R.Y W1 Tirl r.5 C.2010 1505 AND K3 16.G
.PAS-INER!W;L-1,,1,Ef7`Tn:t.CNIF/U1j FLEQUIRD.TNT5 FOR=LL 5TRUCT URAL M'V?ONENT5-9 5ET FCRT-1 FEC 230-'9.i
Width Rafter and Brace Size and Spacing: "%D'I51 F 2304: -1--Ue5-- ,'!ERV115E 5FEC,f7,ff:7,
.PQ(,T t/-Y RUN it;TE 5h*RT DIRFCT*ION'TljRNAFCU,,D'OF'VAYL%D*5MMTM A VA.%141U%4 GA5L,V0 CF 30-C'AND 51D`-
6'-0"
IDE6'-0. ASIS SSMA�-S 3505I62-43 @ 24"O.C.Max. %VA:15 THAT VARY G'-O'TO 13'-8-OR THE LO%1G 0tR4CTj0.*j*.Tzj':DA.RD'vij*lm 1-5ijr-er-MB 7r*-T VAR'G'-O TO 5--b-VOT-A
8'.0. ASIS SSMA S 3505162-43 @ 24"O.C.Max. MAYIMUM 51DE%YALIL 04G-01 OF-z0•-0'.
-Z OF FRVING WTH 5JILM I C-I Gx I TM PAN�IEA:�=-CRaV5 0 'LF
;w AIC-1 ROOF MAM-r"S TO TOP 71A R; Oil%,
101-01 ASIS SSMk_S 3505162-43 @ 24"O.C.Max. AT G,G.C.
ASIS SSMA S 3605I62-43 @ 24"O.C.Max.
ASIS SSMA S 3505162-43 @ 24-O.C.Max.
131-0" ASIS SSMA S 350S162-43 @ 24'O.C.Max.
ASIS SSMA S 350SIlk-43 @ 24-O.C.Max.
Mpsl
I()flu Id oil
r f CODE REVIEW
Orlando,FPzildj 323.19
FW,R"—,Muni E.R:.ri,In
I=9 51.1 Im
LA.Uom-S
R!,F-,EF5 7C,Lf_-C,14 kVALL
> U Han.-y Amcciates.In:.
Ctnificat of Authorizalion
No.2-7124
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5C*-01 V-'Y.1*.i1j%'5VILCING ILE'4GT-'-3C-0' MRV:,.jL7fD P001'
No.'MS
STATE OF
TvF oof
r lo�aminq Plan
Thesi plans wire designed in 6ccordance with: Single Wide Metal Master Plan Msigntd By: ProjectNo. Sheet Nwriber:
Haney Associates, Inc 2014 FSC,5*Edition Handl-House O.R.H.
Engineering&Construction Plunning 2011 NEC SIA
2014 Florida Fire Prevention Code P.O.Box 830 Chseked By: D-,t:,.
P.O.nix 349,st..AlilL&C.111r.-Pkc-94444C.16:0 C.I.-A. 04M9112
For Wind Speed 160 mph,Exposure C Swainsboro,GA 30401 5 Of-1
L
PSI APPROVAL 2015-06-26
Approval Staines:
77
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-1 Gx 1 TEK5 j
PANHEAD 5CREW5 WT1H#3 1
DRILL POINT AT G'O.C. {
SEE ROOF FRAMING I
SCHEDULE FOR RAFTER AND !
GRACING 51ZE5 AND 5PACING i
i
2 1/2'x 1/2'CORRUGATED
BOOP PANELS FASTENED 3Pz'2003.METAL COLLAR TIE,41-9 312-20oa.METAL STUDS I
WITH 1/4-14 x 3/4'HWH LONG,ATTACH 1Y/ f21 Y I 0 SELF SPACED AT 24'O.C.MAX. ! I
TRAM1 AT G'O.C. DRILLING GRABBER 5CREW5 EACH 510E
SEE ROOF FRAMING ?%'-20eja.METAL 5TUD5 !! \OVERHANG OPTION DETAIL )
0 5CHEDULE FOR RAFTER5 SPACED AT 24.O.C.MAX. -"911-0
I
34'-2 a.METAL BRACE AT
O SEE ROOF FRAMING 3'O'ABOVE FINISHED FLOOR
SCHEDULE FOR FA5TENING ATTACH TO EACH STUD W/(2)
REQUIREMENTS Y 10 SELF DRILLING GRA95ER � !n or>utriva
SCREW5.(1)INTO EACH FLANGE 1;�Tr,BaiGlOn
lD f wtitig-�
� SEE 51.2 FOR 51CiD ATTACH ROOF FRAMING TO � f
-2 I/2'x I/2' CORRUGATED TOP PLATE OF WALL FRAMING CODE AND FLOOR FRAMING { 1
PANELS(FASTENED W/Y8 x WITH BUILDER 10-16x I TEKS ,Froross:nal Sarxo me�aaies
IN 4JOOD 5CRL1l Y AT G' PANHEAD 5CMV5 WITH d3 U41;33rd SVcat
O.C.(OR EQUAL) ;`._- DRILL POINT AT G'O.C. I OrMrd..F)Orida 3:733
IL i icc r 6186040
VARIES,6'-V to 13'-8' I U xUv K6
- I FL LGM-:0.LA7P•S1 j
Typical Frame 5ectlon
' H
SEE ROOF FRAMING acey Ass�ciat s.ioa
SCALE: 1/4'`I-V SCHEDULE FOR RAFTER AND ! i CerdfiateofAuthod?Adon I
BRACING 51ZES AND SPACING ; No.27124
r
�1tt1111111//r I GK R. y
Ma-2002.METAL STUDS '%0 4
II
SPACED AT 24'O.C.MAX. :v�CEN •.y No"84568 *-1
I®2 OVERHANG OPTION DETAIL %�0STATE OF
v3�'3A-'p3' ..t�.
{ %�
_ I These plans were designed in accordance with: { I Sheet Number:
Single Wide Metal Master Plan De6irnedBy: Pro m224
I 2014 FBG,5"Edition i I O.R.TL 12EW224
.• Haney Associates, Inc. 2011 NEC Handi-House
k� Engineering 8o Conshvction Planning 2014 Florida Fire Prevention Code I , P.O.Box 830 pocked By: Due: •
{ P�&'�s Hx n� r�u.rwsutw3 For Wind Speed 160 mph,Exposure C —� CL A 04/89/12_
r_ 1 j I Swainsboro,GA 30401
{ 6 of;
1
PSI APPROVAL 2015-06-26
Atova�3tiun0-
2-1 i2°x lir CORRUGATEDROOf
PANELS FASTENED WITH 114'-14 x
314°M%IM TRA.WI AT G'0.C.
aV"-204a.METAL BRACING, l
3%°METAL BRAC2 A4 3'A' ATTACH EACH END TO STUDS 1Yi
(2)010 SELF DRI W NG GRABBER 3AVtOMETAL BRACE A7 3'O
VEABOVE FINISHED FlAR FINISHED FLOOR
Ea. 4
3
ATTACH TO EACH STUD ATTACH TO EACH STUD
%V1(2)of 0 SELF DRIWNG [NOTE THAT THI5 BRACING 15 V11(21#10 SELF DRILLING
GRABB5t 5CRITA5,(1) 111 RECIUIRED ON SIDE WALLS AS MILL GRABBER 5CMV5.(I)
INTO EACH FLANGE i (BOTH 51DE5 OF EACH CORNMI INTO EACH FLANGE
1
In
)
j
—-SEE 53.2 POR Sm AND FLOOR
VARIES,G'-O°to 13'-8' FRAMING VARIES.0-0'to IS 8°
End Wall Framing Optlan . End Wall framing Option
VlALL OPENING FOR SIDE WALLS ARE
5CALEr 114' t'-0' 70 BE FRAMED SIMttARTO THOSE SCALE.114"=1'•(Y
5 OWN HERE FOR ENDWALLS
ToMOn
i /nfomnrtinn #
2-l it x 112'CORRUGATED ROOF ?+, r
PANELS FASTENED WITH 114'-14 x CODE REVIEW `
314'HWH TRAWL AT S'O.C.
Frofezalznsl 5arv;:o lnCurlr7es i
1718 SJrd Srraot
Orland*,Florida 32S1S
v4r,P.:ra.—Y'A=E N-rr,mI I Icc x b10:,"�43
LA 9UZ44H
pa,'-D, 3'a'-20ga.METAL BRACING. Max. FL S:AI.19 SUP-51
N.C(AL BRACE AT 3'-0' ATTACH EACH END TO STUDS W1
34- (2)M I D SELF bRI W NG GRABBER %7 METAL BRACE AT 3'-0` )!rn y Auociates,Ina
ABOVE l9N15HED fIOOR ' 9 S ABOVE FINISHED FLOOR,
5=V5,(1)INTO EACH,FLANGECertifimleoEAuthorvation
ATTACH TO EACH STUD b ATTACH TO EACH STUD t i
SV!(2)B l O SELF W NG iv I [NOTE THAT THIS BRACING 15 ! Wf(2)i 10 5ELF DRI WNG ! No.27124 )
GRABE'f_R SCREV15,(13 j REQUIRED ON 51DE 1VALL5 A5 WELL
j GRABBER 5CREV S.(1)
INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)) l INTO EACH FLANGER.
111 ja��1
NOTE THAT THI5 BRACING �� 1C'.
-15 REQUIRED ON SIDE .`��` 1C � %
fff �• aj&45'x
MALLS AS WELL(BOTH No. $a
SEE 51.2 FCR SKID AND FLOOR 510M Of EACH CORNER}
VARIES.6'-0'to 13'-' fRAMING VARIES:G-O'to_I3'-8°
End Wal(Frammql Option End Wall Framing Option );p, Ale of •_:j
5CA1E-- IW-{-O' SCALE: 114'=I'-0' .,ids jOR14A�d;� i
These plans were designed in accordance with: Single Wide Metal Master Pian 'Destpn B): PmjeM No. Sheet Nualber:
1 i 2014 FBC,51 Edition ( i O.R.11. 120;= j i c j
Haney Associates, Inc. i 2011 NEC Handi-House l S I �u �
Engineering&Construction Planning ) '
ro rr.:air ae>»ee semn•nxeru ucaae l 2014 Florida Fire Prevention Code P.O.Box 830l CheckedBps Data } i
I ! For Wind Speed 160 mph,Exposure C - I Swainsboro,CSA 30401 � G1''� �!�!!x I i 7 of 7 _ �,