HomeMy WebLinkAboutEngineering RECEIVED
OCT 012 ZM7
RI(AITTING
St.Lucie County,
— NOTES, TABLE 2A — 165D/170C TABLE 28 — 140C
I.
ANCHOR SPACING IS DESIGNED AS PER ASCE-7. Do- 30"AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING
2.ALL MEASUREMENTS ARE CENTER-To-CENTER. MAXIMUM ANCHOR MAXIMUM ANCHOR
S.TIE-DOWN SDNPS TD BE 1-I'z 0.015'GALVANIZED STEEL,FEDERAL SHED WIDTH SPACING SHED WIDTH SPACING CODE INFOR TION
SPECIFICATIONS OOS-781-H.TYPE-1,FINISH-B.GRADE-1. TIE-DOWN
STRAPS AND CONNECTING HARDWARE TO HAVE 4,725 LB.MINIMUM nE_WWN StW➢ yT WOE VED51o11 nemu.e.m.Asa-
ULTIMATE CAPACITY(3.180 L8..1.5). Ii)•.•SrP 12 oN e'WIDE at Lbs. HT% UP TO 16'-D" 10'-0' UP TO 16'-D 10'-0"
a.ALL EARTH ANCHORS SMALL HAVE A INIMUM 4,364(8.CAPACITY. (SEE Nom) (2)2rt OR
(1)h6 P.T.SIP I2 51005 1( Y � +
S.EARTH ANCHORS LOCATED AT EACH CORNER,MAXIMUM 18'FROM END A11 f15E(CVI BE SEf ON GROUND). r�1Vff7 6'-1 TO 2D'-O" B'-0' 16'-1"TO 24'-D 6'-0" /.2NLY
(4 MINIMUM PER BUILDING),AND SPACED AS PER TABLE 2AB.0 DEPENDING nE-DOWN STRIP BWTD TO TYPE TYPE 1 TYPE 2
BALDING Tw�
ON SHED WIDTH.WIND SPEED.AND EXPOSURE ANCHORS NOT NEEDED 3 MCROR K 1/2'GRADE a JO'DRIVE ANCHOR
ON ENDS. BOLT MIN, M WITH WASIIFR$ 30'NIGER ANCHOR 0'-1"TO 24'-0' 6'-0' CONa1RUCI10N TYPE v-e
6.CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1AB.0 DEPENDING ON MR RWN/CORAL MR 50IL/CUT TABLE 1 A — 1 20O
SHED WIDTH.WIND SPEED,AND EXPOSURE +/2'.Y(aO0 L&)WNWETE I'.I DD TABLE 2C — 120C ANCHORING TO CONCRETE Ear PRD'M 1416
7.CONCRETE ANCHORS TO HAVE A MINIMUM OF a'COVEN(DISTANCE FROM WEDGE ARCH WITN U-OIANNEL ' Op• MAXIMUM ANCHOR f��PPT+Es9DW M+� P
ANCHOR TO EDCE OF CONCRETE). ( 3) • TYPE 3 30'AUGER ANCHOR SPACING SHED WIDTH sPACINc
B.MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF(T W.) CONCBETE ANCHOR MAXIMUM ANCHOR GLOF°NCl
WITH EXPANSION BOLT SHED WIDTH AuarA®E NWBFR of STONES
9.EARB7 ANCHORS
AND CONCRETE ANCHORS MAY BE USED IN CONJUNCRON p EONOaTE SPACING 24'-O" 6'-0'
PPRNOVIDED�T THE SAME MAXIMUM SPACING IS FOLUDWED FOR EACH TYPICAL ANCHOR TYPES �D WIND SPED
UP TO 24'-0" 10'-0' 20'-0" 7-0' u°asuRE ern
DCDSU2 ��
16'-0" 7-6' eNTElaD11NiE411PE COOFC¢Hr ./-am
14'-0" 5-V 110—NM FWOR 1.m
ROOF DIAD LOAD 1aP5F
TIE-DD'AN SIRM BO.TD 1NRU 12'-0" ROOF LNE LGN Saesr tl!]0oe wM LDN
1R-OOWN STRIP BOLID THRU RUOR.plat WWiRRH1 1/z•(FADE 3 (1)•.a aYP 12 ON B'WDE OR LESS (1)a:•SYP/2 W 8'w0E OR LESS 80012 OF/D ulVl
FlOON JOIST WWRAMN I/2'GRNE S BOLT 4NOIW WM1 WA51R2a (2)2.8 OR(1)ad P.T.SVP 12 51®S (2)he OR(1)/a6 P.T.SYP 12).®a S�
-T
BYT MR Um WITH WASHERS ALL EISE(CAN BE SET ON GROUND). TIE-DOWN STRAP S=W ED ALL EtSE(GN BE SEf fkl—No). 1 O'-O" FIJIOR 114E Lf1Nl
11E-DOWR—BOLTED ro 164E WITH(a)100.15•NNS 8'-0' 12'-0' T2'RATING OF WAILS,FIDOR.ROOF x/A
I/2'd'(aOO l8)CONORTE 3 ANCHOR WWTRMH 1/2'GPADE 6 MODALS PD BlYD01G 1
WEDGE AN. WIN WISHER BOLT WWINY WRN WA51¢Ta
a/9'.30'FARM ANCHOR 6'-D" 12'-0' MUIdCAVE PR(RECIpN USIOE NO
1/z'd'(too lB.)CONCRETE mom SiwL FOB So./C
WFDLE ANCNON WM1 U-GIAMRL ORAE SME FOR ROCK/CDUL 1nfIDCANE sNFIIER L61GE NO
ITMPE 3) TABLE 1 B — 140C
a•aNCRETE ANCHORING TO CONCRETE REVISIONS T
♦•YxwaaTE DPnoFUL SUPPoRf PAn(P.T.WOOD, MAXIMUM ANCHOR REV DESCRIPTON
r-D•WX DATE BY
CONCRETE BOO-oR PAD)SPA® SHED WIDTH SPACING
Ar
24•_0" 47-0"
20'-0"T
TIE-DOWN cIMP BOL1D TMN 16'-0" 5'--6" Dram Bf•
RDOII J06f WITH 1/2'4RADE 6 (1j az.SYP 12 ON B'WIDE OR IESS ■
(1)h•$YP 12 OR 8•WLM ON LEIS BWT W WIM WA91E16 (2)2,6 OR(0..a P.T.S!P Iz TROs 14•_0• 6'-0• Dam
1/2•S I—LBJ CON— h4 SOIL PIAIE(MIURNLY µl BE SET ON GROUND). A1J.DSECN FK SEf ONGROUND). 8/11/15
WRAgIL WIND OR P.T.)
WEDGE ANCHOR WITH 2•WASRER lE-DOWN STRAP 12'-0' 7-6' .
" (SFE NOES) 51W.b'FARM ANCHOR N A
`--°-'"-� 1/Yd'(•W 18)CONCIE'IE mEYE HO E:NAFR 51YtE 10'-0" 8'-6" TARN BUILDERS.INC.
TOR S..,'—,DRIVE SINE
WE=ANCHOR WITH 2-WA91ER i0q ROOV. L
�.•CONCRETE
!•caH�
a'CONCRETE
TABLE 1C-165D/175C
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
(1)--Olt 12 ON B'P.T. OR LEs TIE-DOWN STRAP 24'-0" 3'-6'
Ta-DONT(STRAP mLTD/2roT (2)z.a oa lt).,s sP/z 900s (SEE NOTES) (1>as ss 1z on e•Wce oR uSS %J111111111,
2.4 SOLE RATE(MIUMILY GGMD�E 9 BOLCHT 4IIlu'�"IAI'WIM NL BSE(UN BE aFf ON GipINU). (2)2vB ON(1)az6 P.T.SP/2 Sx415 20'-0" %%"\\G�W ewe//
I/2Nd'(a00 L8.)CONCRETE A11 ELSEICN BE SEf ON fftOUNO). \\ ,]V••.....T....••'T
T r
wO=l/N'( WTR1 2.11 1EN WPABIE WOoO OR P.7.) W�-`LTO gtG0NMNANC M YE-DOWN
NMM 1DO ED Too 16'-O' 5'-0' Z %\ '�[• ••.�Q/i
ON OPPDs 50E a BOAT YDN(Uu W0H WASHERS 4 �� ),\CENSE` .••
6/a'.30•FARTH ANCHOR: 8/9'.30 FARM ANCNOC 14'-0" 5'-6' n 4�'
A3pEA snE Twt sa4cur, �1 '
NwD sTrLL rwt saL/Dur, •_ `. OAE a1r1E EDIT ROIX/CORAL Od.E SME Dll NO01/COUL 1'.1-•. = TIIW1 .a oPWNa REIDaRDD12-0" 7
Of
—RAL FauNwTpN C.O
4•coxaaTE mGP'10NFRETE on vat sPAGGita' 10'-O" e'-0"
�•� AT W-O•NAA. 8'-D" 10'-0' ='�
U STATE OF
TIE—DOWN DETAILS 6'-0" 1r-0 _ :0 `�'
'///
fit I110�0
G
LLL Matthew T.BOldw7n P.E.
Florida DDense 164608
< sheet AP-1 OF 1
201! FLA Manufactured Bt�ing Program
... ..,..> OCT 0; 1940Nonh.MomoeSUeet
Bus�nes ( 1 We'd
PrO.f('S5t nalPERI'A17TING Talahessee,Flonda323WO772
St.Lucie County, FL . Phone:950,487,1824•Fax.950.414,9436.
�t'yC3�ltIC311
Ken Lawson,Secretary Rick Scott,Governor
August 22,2016
Robert Moore
Lark Builders,Inc.
P.O.Drawer 629
Vidalia,GA 30475
RE: Manufacturer Certification,ID MFT-114;Expiration Date:August 22,2019
Dear Robert Moore
It is my pleasure to Inform you that Lark Builders,Inc.,located at 409 DIXON STREET,P 0
DRAWER 629,VIDALIA,GA 30475,has been approved under the Manufactured Buildings
Program,as provided for under Chapter 553,Part I, Florida Statutes,to manufacture Factory
Built Schools,Storage Sheds,Manufactured Buildings for Installation In Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status.You may expect and demand quality plans
review and Inspections.
Each Code change will make your plans obsolete until they have been reviewed,approved and
indicated[on the cover page of the plans]for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are In compliance and are properly
posted on our website.All site-related Installation Issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year:;
You must grant complete access to your manufacturing facility and records to remain in
compliance with the rules and regulations of thi's program.
Your certification Is approved for three years from this date.You will receive a renewal notice by
Email generated by the BCIS;(www floridabulldtnd M for online renewal.If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 050-414-8436.
Please visit our website at www.floridabuilding,oLq to see valuable Information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely, n
[Y
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
PSI APPROVAL 2015-05-24
A proval Stam s:
160 mph - Metal Lapsider Box Eave .Shod .Master Plan
GENERAL NOTES:' Lark Builders: DESIGN PARAAAETERS: (tdIP=GABCE'IZOOF).
[MND,DE5IGN PER-A5CE 7-d 0.SEISMIC DE5IGN PER AI5C 341=05]
1.: Th15 5TRLCTURE 1V.5 DE5IGNED Ito ACCORDANCE WITH THE 2009 Q
IBC BUILDING CODE,AND THE FLORIDA BUILDING CODE.WIND 40,9 :Dixon ,cJ•treet I. WIND VELOCITY: 16Qmph
LOADING DESIGNED IN;ACCORDANCE,W".T0,F A5CE,-7-,10. 2. WIND IMPORTANCE FACTOR 1.0
2- ALL.,MATERIAL5, THE
ABOVE;CO E AI
AND .OTH R K 5t APP.LIICABLE,LOCAL CODES AT'THE V'I da ha i GA 30474 4 INT.F"RE55URECOEFFICIENT 0 18',=
TIME OF MANUFACTURE. 5 ENCLOSURE CLA551FICATION ENCLOSED
3 WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED6 COY,. .E.TS.I., CLADDING � Ir m>mion
DIAAENSION.
Roo F'PAD(ZONE#1 j: -121 41-43,8:F5F P_S ,0W don
4. OUTSIDE OVERALL DIMENSIONS CAN VARY.BETWEEN UMIT5 SHOWN Sheet Index" -ROOF'LOAD(ZONE#2)s' +2 L.4/61 T PSF ..�..•�.•..a.
BUT MEMBER,SPACING SHALL NOT.EXCEED'UMITS AS INDICATED: 1R901-.LOAD(ZONE 43): +21.4/97 4P5F CODE REVIEW
5: LUMBER USED FOk'CON5TRUCTION SHALL BE A5 FOLLOWS: S1.0 Cover-General A.Desidn Notes -WALL LOAD(ZONE N4): +45:5/-49 8';P5F Professional service Industries
Electrical 8�Genefal Floor:Plail. -WALL LOAD(ZONE#5) " +4G;31-..58.5 P5F 1748 33rd street
FLOOR JOISTS- .2x4$Y P#2(1;2 15%.M015TURE"GONTEMj $1 WALL LOAD(ZONE#40.6). +45.9/54 2'PSF Orlando,Rodd'32839
2x6 5 Y 0.#2-62L z 15�Mo15TURE Coggp'm S1 2 Skids':&Floor Framing'Plan la o ewer.N011am E.Neary,ul
2x8 5 Y P#2 Q2 15%MOISTURE CONTENT) 7 FLOOR DESIGN'LIVE LOAD: 125'P5F LA euooao°
G. "ALL OF THE FOLLOWING LUMBER SRALL BE PRESSURE TREATED: . :Skid and Fl00r Framlog DBtalls` 8 FLOOR DESIGN,DEAD LOAD: r2 PSF FL SMIA&SMP51
SKIDS.FLOOR JOISTS qND 3%4"T4G FLOOR SHEATIiING S1.4 ROOf:Framing&:SChed[IIe '9 ROOF DE51GN'UVE LOAD: 20T5F
7., TRU55 DESIr NED TO SUPPORT.D:L+LL '30 P S.F; I O 'ROOF DE5IGN:DEAD,LOAD. 5ELFiWEIGHT'
8: HANDICAP'A0CE55 TO;BUILDING j5 FIELD IIVSTALLED'BY'OTHERS AND 'S1.5 ,, TyOlca�Frame SBctiotl D`etalls 1 1..WALL DESIGN LOAD:. 8 PPF'
SUBJECT TO LOCALJURISDICTION'APFROVAL. „ S1;6:, Erid Wall Frame Options 12 COMBINATION LOAD5; AS PER'A5CE 7=1:0'.
9.• ACL ALUMINUfv1 TO;BE:3005-3105-ALLOY WITW32;000•P5I MINIMUIv) 1 A,505MIC U5E GROUP; B
YIELD STRENGTH 14 BUILDING CATEGORY 1
Ib.ROOF$LOPE.SHALL BE.3 1.2 WIZEN SHINGLES ARE ARFLIED.SEE FBC; 15 BUILDING OCCUPANCY STORAGE�NON HABITABLE
1507;2 FOR:`SHINGLE REQUIREMENTS ROOF SLOPE FOR METAL GENERAL"NOTES CONTINUED I G CONSTRUCTION TYPE:; VZ'
ROOFS SHPLL MEET MANUFACTURERS RECOMMENDATIONS: 17 ALL4WABL) FLOORS I"
22:.DOOR SHALL BE 2 I!4"x 1 I/I.G-ALUMINUMI XTRUDED'-
I I_ ROOF RAFTERS 5HALL.HAVE THE-SAME 5PACING AS;TIIE WALL. 18 EXTERIOR WALL FIRE RATING 0.
T'
'' - FRAME/JITH.AN Algiv OUM PANEL INSERT,ALUMINUM-�TRIM.
STUDS'AND SHALL BE:[ACAI-ED'DIRECTLYOVRTHE WALL.STUD: 19 DESIGN�OVERHANG. B INCH
DOOR ATTACHED TO VERTICAL 2x4..
12: ROOF SLOPE5 BETYJEEN 2.12 AND 41.12 SHALL HAVE A'.DOUBLE 20.DESIGN•MEETS;INTERNATIONAL BUILDING CODE'2009 F FLORIDA
23:;OPTIONAL DOORS INCLUDE DOUBLE'ALUMINUM'DOOR5;
UNDERIAYtJ1ENT.APPLICATION IN'ACCORDANCE WITH"SECTION: BUILDING CODE.,
15Q7.2.6 Of THE F.M.C.2010, ., _ GARAGE:.DOORS,G&z 72'AUJMINUM DOOR,32" AND' 21 'THE-ONTOCITOR/MANUEACTUR ER MUST.:COMPLY,.WITH•THE;
48 51NGLE'DOCIR5.AND:FKE+HUNG 5TEEL:DOOR5..ME,
13.'ANCHORS;SHALL MEET THE REQUIREMENTS-OF ALLAFPUCABLE; FOLLOWING CODES.,
LOCAL CODES AND THIS IS NOT AfOUNDATION DENGN. SIZE QUAIJTITY AND,LOCATION;MAY VARY. 2014 FBC,5th'Edition
"" 24.PREMANUFACrURED ODORS THAT Mt APFUCABLP:CODES:
14. BUILDING 15`GLASS1FIm AS TYPES (STORAGE)
15. AWMINU,M WINDOWS;-TYPE,SIZE;QUANTITY AND_LOCATION_MAY trdAY BE USED INSTEAD Of DOORS-6 -ABOVE ABOVE, 2014 Florida Fare Prevention Code
2011 NEC
VARY:, 25.MAXIMUM WALLHEIGHT ITeneyAssoaates lnc
16:ACL FA5TENER5'IWO P:T WOOD'5HAIL.BE`HOVDIPPED:GALVANIZED 26.ALLBRAND MATERIALS-SPECIFIED MAY BE 5UB5T.RUTED_ Oc&ficdeofAuthonza4on-
VALENT.OR GREATERiPRODUCT. THE5E'.BUILDING5:ARE EXEMPTYROMTHE THE FBC ENERGY Nq.2711A
FASTENERS: BUIRLD NG ING5'(EXCEPT THOSE 7N U5E•A5 AN ACCESSORY
1.7. MANUFACTURER INSTALLATION STANDARD55HALL BE;FOLLOWED IN CODE IWACCORDANCE WITH-101:;5.2`
ORDER FOR THESE DE51GN DRAWING5`TO:ACCURATELY REFLECT 27.400 Ulft FORA ONE ORTWO:FAMILY DWELLING'UNDER.
FIELD PERFORMANCE COND{T!ON5... ._ .. . sq- )MUST HOT ATLEAST 11)32k80":(MIN:)DOOR' SITEi(N57ALLED;ITEMS:.„_ . . ,. �� ttt'R t
18 THESE 5TRUCTURE5:5t1ALL;N07 BE USED FOR COM5U5TIBL.E;OR 26.ROOP`FRAMING AND WALLPRAMING TO BE 3/z"METAL I THE'CONIPLETE:FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. ,;���GK I N9/(i!�
HAZARDOUS MATERIAL 5TUD$:SPACED AT.AWAXIMUM OF 24-O:C 2 RAMPS STAIRS AND GENERAL ACCESS TO THE.BUILDING:.., OQ v 6455 F�
20.OPTIONAL Q(TERIORWALL COVERINGS INGI IJDE CORRUGATED - 3 ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE o B
ALUMINUM,MASAAWMINUM,*_W- ALUMINUM 518°'FT JLf I BUILDING 1 �t�� *_
SIDING.VINYL5IDINGWITHENERGYBRACEBACKR HARDIBOARD; 4 ROOF DRAINAGESHALL.GOMPLYWI7HF.B.C. 1503AND
5TEEL 5IDING.AND TLEKO.5TUCC0 ON 5/8',DEN5E�GLA55;GOLD R3 I,& STAT F
AND POLYCARBONATE GREENHOU5E PANELS. NOTE.!THI5 U5T DOE5 NOT'NECE55ARILY LIMIT THE ITEMS OF WORK
21.ALL DOQR5 SHALL BE.ABLEJO BE OPENED,FROM:THE.EGRE55 SIDE' AND MATERIALS THAT MAY BE.REQUIRED FOR-A•COMPLETE
Wff110TH
UTEUSE,OF,,.P KEY: INSTALIATION ALL$ITE REIATED ITEIv15 ARE:51.)BIECf,TOLOC9L•
JURISDICTION APPROVAL N
These plans were designed in accordance with:
P ,h a Slnold.Wlde Metal MasterPlan ne$> src r,ojed ., She�crrT>a►t>er
AN2014 FBC,5 Edition 1
Haney Associates,Inc- 2011 NEC Lark Builders .
Engineerlinit 8c Construction Planning '2014 Florida Fire Prevention Code 40501X611 StirBBt
r Date.
' ?o say?�Ls�Mtr<scissu•etiea +a�sast° For Wind Speed 160 mph,Exposure C Checked•Bl
Cyd 04/09/12; 7
-
Vldalia','GA-Z0_474
l of
PSI APPROVAL 2015-05-24
ELECTRICAL NOTE5:
Ap rovd Stamps:
i, WHEN;AIR COM01TIONiN041S'IN53ACLED IN TEi15$UjLDiNG;,t7 StiAlt BE
THE.RE5PON51BIU`IY OF THEHVAC'CbNTP.AG'TOR!W D'ELECTRICAL
CONTWAcrdKTO:VERIFY'WIREFiND BREAK'fg5tZE5 FORACTUAL
HVAO-UNIT(5)I1,15TALLED ALL WIRING TO BrIN ACCORDANCE WITH THE
NATIONAI,.ELECTRIC'CODE:LATFSI''EDITION.,
2•:. FLEXIBLE CONDUIT FOR 066 FDC krJ .
3: EACHCIRCUIT tS;TCF HAVE.cbNT iiUOU5 SOLtO COPt'ER tN5ULATEp,
GROUND WIRE,CONNECTED TO EOUIFMENf GROUND;BAR,IN` IlE MAIN WINDOW HEIGIiT,LOCATION "32 MtN.,.64 MAX-_WIDTH.
Di5TRIBUTiON PANEL. AND QUANTITY MAY VARY 24° 8Y 6 8'HEIGHT DOC)R
4., EQUIPMENT GROUND BAR IN MAIN D15TRIBUTION;PANELJ5Y0 BE �AND.ARt:OPTIONAL. . 5'MAX•- MAX• ubtAliON'MAYVARY:
GROUNDED TO ivliNiMUM t 0 O'COP('ER.CVtD.EARTH ORlVEN POD, "
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. .
5.. ALL CONDUIT TERMINATION5 OF t OR LARGER ARE'TO HAVE PLASTIC. -
IN5ULATED BU5HING5 Informofiors
•
G. ALL ELECTRICAL WT7RK t5 TO IN ACCORDANCE+N!TH THE NATIONAL P�'� Build On
ELECTRICAL CODE(NEC) LIFE'SAFETY COOS(NEPA I.01) LATESTx METAL STUDS w—°"`®"°"".•'
EDITIONS, 4S 5 -2
PACED AT- 4 ' CODE REVIEW
7•. HVAC EQUIPMENT$HALL BE PROVIDED WfTH READILY ACCE551BE@ in:: O C.MAX. Professional Service fndustrfas
DiSCONNEGTS ADJACENT TO TELE EQUIPMENT SERVED A UtJti 54VITCH P T.3/4"TAG J749 33rd Street
WITH A MARKED OFF"'rc6rhON THAT 6' ART OF THE HVAC .tea SEE VARIOUS ENp '
FLOOR SHEATHIN i Ortando,Flodda 32839
't Plan Rwie-,..Wiliam E.Newry,N
EQUIPMENT`SHALL BE PERMTRED A5 7HE Dt5CONNECTING.MEAN5 0' WALL FRAMING SEE VARIOUS.ENO WALL i Icc 851asaao
ONLY WHERE OTHER DISCONNECTING MEANS'ARE",ALSO PROVIDED'-Bl io SECTIONS FOR WALL FRAMING SECTION5 Ffi7R= LA#UO0408
'iA WALL:AND DOOR FRAMING: FLsM1.7o,sMP41
A READILY-ACCESSIBLE CIRCU[T,BREAKER. AND:WlNDOW FRAMING.
8. PRIOR 1 O".ENERG121NG THE ELECTRICAL SYSTEM THE-INTERRUPTING' /
RATING OF THE IvIAIN`BREAKFJZ.ivtUST$E DESIGNED AND VERB 1ED'f5: aa
Q '
BEING IN;COMPUANEE WITH 5EC I I CH9 QF THE'NEC BY A_LT7CAL >'. "v
Ia.ECTRtGAI CONSULTANT S �,• ,,�
Si: THE MAIWELECTRICAI:PANEL FEEDERS,:POWER HOOKUP'TO BUILDING
LL
((NCLUDiNG ADISCONNECTS,:OVER CURRENt"DEVICE5;FANEL5. /�..
GROUNDING,ETC.)'tS;DFSIGNED BY,OTHER%SITE INSTALLED, �$
SUBJECT TO LOCAL JURISDICTION APPROVA %
I O:ALL WIRES TO 5WTTCFIEs AND O'" ' ' BE Il(2 AWG TNHN AND„. OPTIONALELECTRIC TO;=f) 1)VP�� 32°MIN;60`MAX WID7N
WILL,MEET THE COLOR CODE REQUIREMEN75,SLT FORTH tN THE'NFPA EACH;UNiT FIELD' ABY"Ca 8 HEIGfiT DCiOR
;70 NATIONAL ELECTRICAL CODE. CONNECTED FROM
I i. ALL ELECTRICALOLITT.ETS5H&L,BEOFCIIN.ACCORDANCE, TH CONNECTED
LOCATIONMAYVARY
ARTICLE;1214 8(A)(2)NEC 08;'
SOURGETO UNIT
50 O MAXIMUM;BUILDING LENGTH
GFCI Duplex R septal Key
ksneyAsmctetes Xac
Ehctncal:S mbo CeruficataofAaihadrrnon.
cle 12OVIjo
•AllAfCTRIGALEdUIFMENTSHOWN015 27124
OPTIONAL AND LOCATIONS MAY VARYq
0 ;PcandescetttLightw_,(4)-$OwBulb *��Nattt7fr>�y
Junctiap 8ox':
Typtcal!-&rlan �.�GK R /y yy�
qt,
SCALE;.1L4`=I'A`. �`O� C N�
$: Switch_ * Ho,
VIIP Weatherproof.
�Y� TE o
$R.. Switch V0146 Outlet.120v 10
These plans were designed in accordance with: `S1I1gE@ wli(8 M@t8`Mt'aS�@i`P18t1 ,'\best aiB rm No ' Shee(Wilimber.
Haney Associates Inc
2014 Fac,51fi Edition
2011 NEC Latk BtAideirs
Englneeiing 8s Cbnstruetioa Plnnuw g•; 2014 Florida Fire Prevention Code 0
raaers4ss>zt+uwsruas7 r6o�eka�us78ou 4090"' Stfeet• 2ffivz24
F' t
For Wind Speed 160 mph,Exposure C Ch6*M131Y i7a1e >r
S1 1
Vld61W GN`00474. C.L:A, 6009A2
PS!APPROVAL 2015-05-24
SKID-LAYOUT AND FLOOR FRAMING SCHEDULE
--
- 5EE'5CklEDULE.FOR,J0157512E .. ApprovalSCtiIC1s:
-
1,25 paf L veLciad(2'Skid), I 125 psf Live.Load (3;Skid) X
Width Joist Size0pacing A B, Width Joist Siie&Spacing q, g
W's @,16"O.C.;.Max. "1:54' 42" 6'-0 2)Ws.0 16°'0.C.,,Max. 12" 247' L A°
W'06 2x6's @.16"O:G.,Max. 18" 60' 8'=0" 2x6.8-0 j.6!,QC.,;.Maz.
2xVs,@ 16"O C:,Max: ,%24" 72" '1A'-0" 2x6's @ 16"O.C.,,Max. 20." 40" SEE SCHEDULE FOR J015T SIZE-
9 2z6.s,@ 16"O:C;,Max •24" 84" 1'1'=0" -,2x6 s-g 16"O.C.,Max,; 22" 44."
2x0@ 16"O.C.;Max. 28"'" 84" 1'1'-8" 2x6';>@ 16"'q1--Q, Maz., 24° 46"
1,3'-0 2x8 s @:16"O'C,Max. 36" 84" 13-0"I W%4.16"O:C.,.Max. 26" '52" 'A° ��'•. ., °e^,. W
W's @:16"O:Q.,Max, ,40 84"1 13'-8" Wx s�@ 16"O.C.,Max. 28" 66 fi�
NOTES:
"PASTENERS`WII,L MEET THE MINIMUM REQUIREMENTS FOR ALL;5TRCICTURAL COMPONENT5 A5 5ET`FORTH
.UNDER F5C'2804-;9:I AND TABLE 2304,9.t UNlE55 GITHERWISE?SPECtFiED;
•ALI.SKIDS ARE P T.-4x6.5 Y P S2°R(2)P T 2x6`S.XiP: 2'
�'6'�0"WIDE"UNITS MAY USE 2x4:5:Y.P:NS'J015T5 ��� Iufarnralion
.ALL J015T5'ARE TO BE P T SY.P.#'2 oBui_ldCn
R T:StDE RAIL TO MATCH P.T.SIDE RAjl,TO MA'fCli �•�"�'
JOI5T 512E;SEF FRAMING JOIST 512E,S,EE FRAtv11IdG CODE REVIEW
SCtIEDUtE'P{3R512E5., SCtiEDULE.FORSIZE5: Pof assvrceWusirtes
Orlando,flodda 32834
..Q `Q -Plan Re li r."VON=E Neary,III
-IN IICC 0 51850[0
LA#UO0406
FL SMI-78,SMP51
r
SCttEE)1JLE FOR'Jt>!5'k:SjZE
5,E 501EDULE,FOR,lO15T SIZE,
17
! _
4aney,tlsso40cs,inc
-H--rl illCectiftcsta of Autlodaatoq:.
Nq 27124'
d 11,1urrr7.
g P.T.;4x6 S Y P N2 or 4"-a"or 6-O'` 3 P T.'.4x6 5 Y.P:1J2 or �
O \GENS
3: f2}F'T 2x6"S}:P: 25KID5:- 2x6 4'=O"or6 0". :`Or• V
pE canal Porch {2j P T 5 Y P#2 SKIDS P Dani Po �N0.�64
5,0'-0 MAXIM1AUM¢UIIDtNC+LENGTIi, 50'Oa MAXIMUM BUiL0IN6 LENGTEI'
O
STATE O
146A!2 Skid Floor.Fsaming;Piaii'. TyplCal.3 Skid Floor Framinq Plan,, f%�1<`S,s'�4°Ri V.
T
-SCALE,It4".='I'0•" SCALE:;It4`=.1•'0: ��� OlVA4� �`
,. _..._._ .............. 111111
" These plans were designed in accordance with:
z 2014 FBC,5a'Edition Single Wide I hil Master Plan Deslgntd`By pxajectNo
Sheet"Number
Haney ASSOC1aieS, IIC 2011 NEC Lark-Builders ° 12 *
"Eii906'ering&,c6zistrnct1oa Pianhfi* 2014 Florida Fire Prevention Code 409 DiXbn 8t!@(3t; « ,
roan:a4a strre sc:�ues FLoaeei46iF7wa` For Wind Speed 160 mph,Exposure C �heck2dBy Data
Vidalia',GA.30474 e1 n]"
oato9nz
• - .3 ap7:
PSI APPROVAL 2015-05-24
° Approval Stam S: "
3V`-20' JmffTAL WALL.STUD5
SEE'PLAN VIEW FOP SPACING,
f t '
5KID5.MAY BE P:T:-4G 5'�Y.P._ .I i
SEE FKWING 5CHEDULE #2 OK;(2}P T.-2x6 S.Y.P,..M2 I 1 aI° 2Q9a METAL SOLE•FLATE,
FOR J015t 51= CONTINOU5 W.511'6N,4 LAGS
AT
AT EACH 5TUD TO 50LE' 1 j AT I'6°'O:C.,Max:
MYY FLATS WITH(2)4J;OSELF t ..I. Tt 3/4"•T4G FLOOR
DRILLING GRABBER,5CREW5' SHEATHING
(1).INTO EACH FLANGE.
SENC(I K28(_.P E U_Y OTCH SKID5 I) A)* f
NAILS AT P2 OC ROWS FOR EACHFCOORJO15T
SHALL BE 1;5 f.,M 1!0.12
STAGGEKROWS 6'FOR
(2)-P T 5.Y.P.-2xGg'5KID5, I BLOCKING BETWEEN
START PATTERN WITt11N-,G" \' SKID5,FASTEN TO END,
OF EACH END.OF SKID 2x4 BLOCKING BETWEE. `_____ JOIST VJ/(3)O 120'x3' I
5KiD5 FASTEN W/ NABS AT'12.O.G:EACH1
{2)-012Ok3 NAILS;,A7 SIDE,STAGGEREDs
1.2 O.G.,STAGGERED.,
SKIDEFLOORF MING DETAIL 2' 'E�D jdfFMINC2 ETWL Psi lrfornwtinn
ra h CALe:I s.=1' �� BuIIdOn
.- w.r...a•a.m.•.+w.
CODE REVIEW
Professional Seryice Industries
1748 33rd Street
Orlando,Florida 32839
Plan Revlener.William E Neary,IS
SKID5;MAY BE P T;4xG SY:R. Ices 5186M
#2rOR,(2)P T.-2x6 S
FLSMI-79,
. MI- SMP-SI '
2 LARSPUCE�FASTENED
W/(6H5/16k4 LAGS••
FT:4xG 5.Y P: (OUTER FACE) (3)-5/16°x4'
#2:SKIDS., LA65 EWS(INNER:PACE),(9)LAG-
SCRTOTAL:
ATTACH JOL5T TO 5KID WITI
5/16k4 LAG 5CREW.OR(2)_ Haney Associates Par-
51
51.MP50N M'3.(ORE QUAL)AT, Certlficace of.Authocvation,
C No 27j?l
EACH END OF JOIST'SEE 3k6°5PLICE PLATECON 3 of
FRAMING SCHEDULE.,FOR SLZE: ; 4 51DE5 OF JOINT,FASTEN
{2)PT:2x6 EACH PLATE W/ 5j-5ENC0 1
5 Y P..#2'5KID5. K28(OR EQUAL)'NAILS'. `���GtC,R /,Y, .
/,
NOTE:ATTACH END.J015T5 TO 5KID WRH.(2}5/1654' EACIi:51DE.: :�Q`� q'['fi i•
LAG SCREWS{0R,(4)-0.,1'3 I)WGUN NAILS]ANDA �Q VAC (�
SIMPSON.H 3.(OR FOUAL]AT EACH ENDOF J015T,
TYPICAL SKID TO. 9p _
3 IST CONNECTION 'D-AIL �T•YPICAL SKIDSPCICING*DETAIL_ '.� STATE OF
Ap
t 5CAM as 1`9
These plans were designed in accordance with: SheptNumber.
2014 FBC,5th Edition Single Wide Metal MBSt@r Plan: Ogned Hy 1AN 24
Haney Associates, Ing. zou r1Ec Lark Bwlders R:H' '�'
4 'En eerin 8z Coustrnetton Rlsnnin
1
g,. 2014 Florida Fire Prevention Code • 409 DjXOT]$treat edgy;, Date:' S 1 •�
pO."3+4 mlk;sc ssasx'rhoocett�e�lsa. For Wind Speed 160 mph,Exposure C CL A 04/09%12
VldWid,,QA.3D4?4� 4:of
PSI APPROVAL 2015-05-24
Approval Stamps:
ROOF FRAMING•SCHEDULE 6CHEDULE'AND ROOF =kWIN6 NOtn:
Wall Framing at 24"ox., Max. •ROOF FRAMING SHALL BE 5PACED TO LINEUP DIRECTLY OVERTHE WALL-5TUD5 FOR PROPERLOAD TRAN5FER AND STRAPPING:
•ROOF DRAINAGE SHALL COMPLY VJ TH F B G.2010 F 503 AND Rai 8.6'
Width Rafte�'and grace size and SpaCing: PA5TENER54VILL MEET Tf1E.MINIA4UM REQUIREMENTS FORALLiSTRUCTURAL;COMPONENTS A55ET'FORTH UNDERFBC;2304.9.1
AND TABLE'.2304.9:1 UNLE55 OTHERWI5E 5PECIFIED:
•RIDGE MAY RUN IN THE-5HORT•DIRECTION°TURNAROUND";PR,'VAULTED"5TYLE WITH A MAXIMUM GABLE END OF'30-O':AND 51DE
ASIS SSMA S 350S162-43 @ 24"Q'.Q,Maz. WALL5THAT VARY,'6'-0°70',13',8°OR'THE LONG'DIRECTION,'5TANDARD'WITH GABIE:EN05THAT VARY 0'01 TO 13'-8'WITH A
ASIS SSMA S 350S162=43 24 Q,C:Wax. 'MAXIMUM 510E WALL LENGTH OF 50-01.,
8�-0"• @. .;ATTACH,ROOF FRAMING TO TOP PLATE OF WALL.rKWING WITH 6UILDDC 10-1 Q I�TVF;PANHEAD;5CREW5`WITH N3 DRILLFOINi
10,4, .ASIS SSMA_S 3505162-43 P-24 Q-Q Max. AT 6'Q;C.
'1,1,-On ASIS SSMA S 350S162.43;@ 24"O.C;Max.
ASIS SSMA_S 350S1E 43 @,24"0.0-.Max-.
13'=0" . ASIS SSMA_.4 350S1'62-43_@`24"O:C'M4.-
13'-B" ASIS S$MA_S 3505162-43 @`24"O-G:Max.
—--
=
In 0=
I:
B Id
CODE REVIEW
� ;. Professional Servke/ndusales
1748 33rd Street
odando,Rodda 32839
Standard'Ridge. .Plan Reviewer.William E.Neary,III
20ga.METAL RAPTER5 Icc a 5185M
L� ANp.'BRACING,+5PACEDAT FLSMei0406 s1
OC MAX,UNEUP
w; I d. RAFTERS TO LAND ON WALL
I. 5TUD5 FORLOADTRANSFER FlaneyAssoota[es iaa
.�� Cernficate of Authorizauoo.
• 'No.271?d' '
I �ji'1"R'1r�1�,
.` AGK Hq'�.
50-0°MAXIMUM,BUILDING LENGTH-30:0 MAX'.FOR VAULTED ROOF
- NaNa *=
STATE 0
TYp.Ical.Roof:Fcamm Plan
•,r�ON.AL���.
These plans were designed in accordance with: Sh t
Single:Wide Metal Master Plan nrsiardBy- PraegfNa;
2014 FBC,5th Edition O R H 72PN2?A
ee Number
Haney Associates, Inc. 2011 NEC Lark Bailders d
Engineering 8r Consfrnction Planning 12014 Florida Fire Prevention Code 409 Dixon Street. ChecBedsy Dat6E S1 .4.
.4
ro Bo:3.e srremr i c asstu ebao.9caa+riwb, For Wind Speed 160 mph,Exposure C Vldaia;::GA"304040/12
'o774 5
PSI APPROVAL 2015-05-24
I Approval Stamps:
ATTACH ROOF FRAMING TO,'
TOP'PLATE,OF W.ALL.FRAN-ING.
WITHBUILDEX LO I;GzI TEK5
P 13LJI DEX I Oz N?TN g3
DRILL•POINT AT;6'O:C.
SEE.ROOF'FRAMING {
SCHEDULE FOR RAFTER AND f"�
BRACING SIZES'AND-SPACING I;,
II
I �
I I
� I
1/2'CORRUGATED
ROOF PANELS FASTENED 3>¢ 20ba.:METAL COLI . TIE.1 0' 3ut 20ga.METAL STUD5
LONG ATTACH W. (2),#I 0 SEIF SPACED AT 24'4;C:MAX.
WITFI I/4-,14 x 3/4'HWIi DRIVING GRABBERSGREWS EACH SIDE,
TRAW I AT 6'O.C.
SEE:ROOF FRAMING �3V2-20ga:METAL5TUD5: 6 OVERHANG OPTION DETAIL.
5CHEDULE FOR'RAFTER5'i "6PACED AT'24°O.'C,MM. P. score. a'�co
O -
°� 20ga:_'METAL"'6RACE'AT'
z O SEE ROOF:FRAMING.
o K ` 3'-0'ABOVE FINI5HED'FLOOR,
H p SCHEDULE,FOR FASTENING ATTACH TO;_EAGH STUD W/(2)
REQUIREMENTS: NIOSELF,DRIWNGGRABBER.._
5 N SCREWS;(;I)INTO EACH FLANGE f ori: I�mialion
io ATTACH ROOF FRAMING TO
5EE 51.2 FOR 5KID: 2 I/Z x 112 CORRUGATFO TOP PLATE OF LGALL F"ING. CODE REVIEW
X r- AND FLOOR,FRAMING' FANEL5(FASTENED N!%;NB:x,'• (WITH BUILDEX 1 O.(6x1?EO
Prolessfonal SeMce IndusMes
— IY2 WOOD5CREWAT'6' PANHEAD.5CREN5WRH#3 174833rd Street
O.0 (OR 6QUALi DRILL POINT AT G'O.0. Odando,Rodda 32839
.-. - Plan Reviewer.Willlam E Neary,III
ICC 85185040
YARIE5;;6 0 to 13'-8' �, LAwoo4o8
=MP-511
FL SMI.79,S
T leaf` ff• me Section I r l y I3aaey t ssacletes Tnc
yp SEE•ROOF FRAMING:'
5CALEt 1/4"=V0' SCHEDULE FOR;RAFTER AN6 CedifaateofAutho0i4oa.
BRACING SIZE5'AND 5PACING' r I No,211')4
I.
r. .
L �
R
I
3vZ-20ga METAL STUDS'• "''
SPACED_ AT 24'V.0 MAX: �Q'• blD F ,.
/IN OVERIIANG:OPiION.DETAIL 0� STATE OF
ICN-1.s{1,l.O
'6)S�ONAL-
These plans were designed in accordance with: Sheet Number
2014 FBC,51h Edition Single Wide Metal MasterPlan. b aBr -12h?i 24
Raney Associates, Inc: 2011 NEC LarkBuild ers ° ' 1
1
Engineering 8i ConstMed6u Planning; 2014 Florida Fire Prevention Code 409 Dixon S$@et: Dara. S • �`�
ro eoi348 se 6m4sc�5bi=r`o.es�ei4saaao OheckedBy
For Wind Speed 160 mph,Exposure c Vldalia;,GA-30474 C oa/o9/1z
6 of'7
PSI APPROVAL 2015-05-24
.2-1/2'x 1/2'CORRUGATED Poor -- } Fipg1Oy31,$t3RIpS:
PANEL5 FASTENED WITH 1741-14 x
3/4"HWH'TRA=i'AT G'O.C_.
=,20ga METAL BRACING,
3y METAL BRACE AT 0" ATTACH EACH END TO STUDS W/ ;f
Ile,ABOVEFINISHED FLOOR,, (2) t O:SELF DRtLUNG GRABBER, . z METAL BRACE AT'3<O'
SCREW5,(1)fNTO`EACH FLANGE; ABOVE FINISHEDFLOOR•ATTACHTO EAGFi STUD` ATTgCH;f0 EACH STUD
W/(2)f.i O:5ELF DRILUNG [NOTE THAT.TH15 BRACING 15 W/(2)N I.0 SELF DRILLING
EW5',(1) I REQUIRED OW51DE-WALL5%A5 WELL "',GRABBERS •.U`)
INTO EACH FLAFIGE ( (BOTH SIDES OF EACH CORNER)1 (NTO
GRABBERSCRFCFI FLANGE
I % I
5EE`51..2 FOR SK(D'AND'FLOOR; .. ..:.'.-
VAEL)E5..6'-0°En 13'8' FRAMtNG` VARIES.'G'-O°:Eo I-V-8'
End 1Na11 FraminG[t?ptlOn WAIL;OPENING FOR'SIDE WALLS„ARE End Wall Framing Qpt10n
SGAI�: 1/4"=1'.V. 15CALE:'I/4"=I'O'
TO 5E ERAMEO;51MILARTO CHOSE
SHOWN HERE'FOR;ENDWALL5;
2,1/2'z 172°'CORRUGATED ROOF .. �"+--++•
P;NEL5 FA5TENED:w rH U4°c l4 k CODEREVlEW
. 374'a;[WHTRF.>XWI AT-G"O:G-. : ProlesslonalServicelnd..&!.
174833rdS6set '
Odando,Flodda 32839
Plan Roviewer.Wi11Wm E Nary,til
..... ,MC 8 5185040
LA#i100408
S'=0 vlax 3/a"..20 FLSMLraSMPst
4a METAL BRACING' Max:
'METAI„BRACE AT 3'tY' ATTACH EACt}END TO 5TUp5',Wl
ABOVE F(NtSHED Ft00R (2)/l 10;SELF DRILLING GRASSER 3�METAL BRAGS AT 8'0”
ATTACH?O EACH55 D 5CREW5:(1)iNTO'EACH t1QNGE ABOVE t'tNiSHED FLOOR, $anepAssec:ales lac
N o ATTACH;TO EACH STUD CegificaC`eofAutfiai»auon
Wt(2}6'f;0.SSU=DR)t):iNG MOTE THAT THIS BRACING:15,
GRABBER SCRtliVS,(.I) REQUtREI i ON SIDE_WALLS'A5& WR AB#f 0 SELF DRILi tNG Na 271711
INTO EACH:FLANGE (BOtlt:S117ES OE`EFiCf t CORNEK}) I ) —
GRABBER SCREWS;(1
INTO.EACH FLANGE tits//t trrr
yy
x sOREQUARED ON 510 IN 4�0
WALL5A5,WELL(BOTt[ G
SEESi',2FOR51CID-AND'F�ooR: No.
VARIFS,'£'-0"to 13'-8' FRAMING VARIC 5:6 O'to:13!g' SIDES QF'EACH CORN _
-e —
End Wail Frammcl C)ption End Mll Fram(ng,Option°
SCALE:1/4 I~'O" `5CALE I/4=,I'-0 i�t� �OHI�P (?_•``
- _
" These Ions were desi ned in accordance with:
2014 FBC,51h Edition S�ngie Wide Meta{Master Pian ne ea By 1'io ic(NO: sheet Numbe
P 9
-Haney ASsoclates, Inc: 2011 NEC Liiik-`Buildbrt O.RIi iZEN224'
"'EilglneerLng&ConstrucUou Planntug 2014 Florida Fire Prevention Code (/!��
Chec&ed•B . `!
y ?O Boz348,SizAilss sC29i8i "aaa diats0a For Wind Speed 160 mph,Exposure C 409•D[XOn.�atfe8t' ) pyo S"I■.
Vidalia,GA 3047.4, i C.L.A. 04109/12
of 7•