HomeMy WebLinkAboutProduct Approval yILa JO VVaf LANN DUlLUCrSil vv , v� ,
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STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
"Dedicated to making Florida a better place to call home"
CHARLIE CRI5 i THOMAS G.PELHAM
Govemor 5 �
October 19,2010
Robert Moore
Lark Builders,Inc.
PO.Drawer 629
Vidalia, GA.30475
RE:Manufacturer Certification,ID MFT-1 14;Expiration Date:December 16,2013
Robert Moore,
It is my pleasure to inform you that Lark Builders, Inc., located at 409 Dixon Street. PO Drawer 629
Vidalia,GA 30475,has been approved under the Manufactured Buildings Program,as provided for ureter
Chapter 553, Part1,Florida Statutes,to manufacture 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 Florlda 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 win make your plans obsolete until they been reviewed, approved and Indicated (on
the cover sheet 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 property posted on our webslte. All site-related
installation issues are subject to the local authority having jurWdict m
The Department's contractor will make unannounced visits at least once a year. You must grant complete
access to your manufacturing facility and records to maintain In compliance with the rules and regulations
of this program.
Your certification is approved for three years from this date. You will receive a renewal notice by Email
generated by the SCIS (www.8oridabulldina_oro) for onilne renewal. If you have any questions you may
contact me at 850-410-1566 or our FAX at 850414-8436.
Please visit our website at www.Aoridabuildiag.o to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local bullding
permits.
Sincerely,
Robe Lorenzo
Manufactured Building Program
cc:National Design and Inspection. Inc.
2555 SHUMARO OAK souLEVARD • TALLAHASSEE, FL 32308.2100
950-485-8466 (0) • 850-821-0781 (f) ♦ Website: www.dca.state (1-uF;
. COMMUH+Tr pIJ•NINNC 0604 V 56 Io) E"I"3300 Iq . FWAIDA C04 WHIMI MST etro�a•z:07 caI eco o2r•+r�7 tri .
. HOUSING AND COMMUNITY DEVELOPMENT OW480-79M(p) 98o s21.982s 19
r
160 mph - Metal Lapsider Box Eave Shed Master Plan " s` - `-�
GENERAL NOTE5: DE51GN PARAMETERS: (HIP-GABLE ROOF)
Lark Builders (MND DESIGN PER 7-10.SEISMIC DES"PER A15C 341.051
1. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009
ISO BUILDING CODE 4 2010 FLORIDA BUILDING CODE.LOADING DESIGNED N ACCORDANCE WITH THE ASCE-7-o. 4 49 Dixon Street I.
PANS CE FACTOR: 1 " ' I v FNut4►1 aNiiV�.
2. ALL MATEMAL3 AND tAWK SHALL BE IN ACCORDANCE VM TK>• Vidalia, GA 3 0474 3• WAND EXPOSURE: C Awwnd
ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE4. INT.PRESSURE COEffICtENT= 0.16 t Iwall.BAN%
TIME Of MANUFACTURE. S. ENCLOSURE CLA55HICAIMN:ENCLOSEDb6odubt Cx=Irnx4
S. WRITTEN DIMENSIONS SMALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING: �� 1E�.Suilx
DIMENSION. Sheetindex > Lam LxoNE/I)_ +21.41-43.8 P5F
4. OUTSIDE OVERALL�CAN VARY BETWEEN UMRS SHOWN +tOOr LOAD(ZONE I2): +21.4/'-61.r P5P Nk"Sedph 1,09106dNwho4oLl"
BUT MEMBER SPACING SHALL NOT CC=LIMITS AS INDICATED. Si.o Cover-General&Deslan Notes -ROOF LOAD(ZONE 1 3): +21.4t-97.4 PSr
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: °°°- -WALL LOAD[ZONE/4): +45.5/-49.8 Pyr NMInOny'xLA.OeN
S1.1 Electrical&General Floor Plan -WALL LOAD(ZONE 15): +46.3/-55.5•Fsr ,,` '
FLOOR JOISTS- 2x4 S.Y.P./2-(12-15%MOISTURE CONTENT) -WALL LOAD(DONE/44/5): +45.9/-54.2 Pyr /W xo/WAW eafn+t.
2x65.Y.r.#2-(12-I5%MasTURE CONTEND 31.2 Skids&Floor Framing Plan
20 5.Y.P./2412-15%MOISTURE CONTENT) SU Skid and Floor Framing Details 7. FLLOM D15IGN LIVE LOAD: 125 F5F a.+rna1u.11NR�
G. All.OF THE FOL CMNNG LUMBER SHAD.BE PRE55URC TREATEDt8. FLOOR DESIGN DEAD LOAD: 12 r5r
OR
SKIDS.FLOJ015T5 AND 314'T4G FLOOR SHEATHING 51.4 Openings Schedule&Framing 8. ROOF DESIGN LVE LOAD: 20 F5F �'•
7. TRUSS DESIGNED TO SUPPOK O.L+LL-30 P S.r. S1.5 Roof Framing&Schedule 10. ROOF DESIGN MAD LOADz 5ELP V&'Off
8. HANDICAP ACCE55 TO BUILDING 15 FIELD INSTALLED BY OTFIi AND 11. WALL DESIGN LOAD= 8 P5F lTaAxW)xl tx«ra O
SUBJECT TO UXAL JURISDICTION APPROVAL S1.6 D
Typical Frame Section Details 12, COMBINATION LOA - AS PER A5CE 7-10 ^""�I^l �
S. ALL ALUMINUM TO BE 3005-3105 ALLOY VM 32.000 F51 WdNU MI s1.71 End Wali Frame Options 13. SEISMIC USE GROUP: B Alm PAW O. o.
YIELD STRENGTH. 14. BUILDING CATEGORY: 1
10. ROOT SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APFUED.SEE FBG' 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE
1507.2 FOR MINGLE REQUIREMENTS.ROOF SLOPE F�ORMETGENERAL NOTES COALNTINUEDt I6. coN5wwcrmTYPE, v8
ROOFS SHALL MEET MANUFACTURM5 RECOMMENDATIONS.. i 7. ALI DWABLE FLDOR5: I
I). ROOF RAFRER9 SHALL HAVE THE SAME SPACING AS THE WALL 22.DOOR SHALL BE 2 1/4'x 11116'ALUMINUM EXTRUDED 18. EXTERIOR WALL FIRE RATING: O
'
57VOS ANDBE LOCATEMI
LOCATED DIRECTLY OVER. C WALL STUD. FRAME VATH AN ALUMINUM PANS.INSERT.ALUMINUM TRIM. 19. DESIGN OVEEPJ A NC: 8 INCH
12. ROOF SLOPFS BETWEEN 2:12 AND 4=12 SHALL HAVE A DOUBLE DOOR ATTAOW TO VERTICAL 2x4. 20.DESIGN MEETS INTERNATK*M.BUIUNNG CODE 2009 4 FLORIDA
UNDERLAYMENT APPLICATION IN ACCORDANCE LOTH SECTION 23.OPTIONAL DOORS INCLUDE OOUBLE ALUMINUM DOORS. BUILDING CODE 2010
1507.2.6 Or THE F.H.C.2010 GARAGE DOORS.60'x 72'ALUMINUM DOOR 32' AND 21.THE CON TRACTORIMANUFAMRER MUST COMPLY WITH THE
13. ANCHORS SMALL MEET THE ReQUIREMENtTS OF ALL APPLICABLE A&SINGLE DOORS.AND PRE HUNG STEEL DOORS.TYPE. FO1LOVANG 0ODE5:
LOCAL C0015 AND THIS IS NOT A FOUNDATION DESIGN. SIZE.QUANTITY.AND LOCATION MAY VARY. -2010 FLORIDA WILDING CODE ND I
14. BUILDING 15 CLA55IRM AS TYPE'S`(STORAGE) 24.PREMANUfACTURED DOORS THAT MEET APPLICABLE CODES -2010 FLORIDA MECHANICAL CODE "ApRROVED"
15. ALUMINUM WTNDCW5-TYPE.SIZE,QUANTITY,AND LOCATION MAY MAY BE USED 015TM OF DOORS USTED ABOVE -2010 FLORIDA PLUMBING CODE M, *
VARY, 25.MAXIMUM WAIL HEIGHT TO BE b-O' -2012 FLORIDA ACCESSLBMYCODE DOCVI4�t
K. ALL FASTENERS INTO P.T.WOOD SHAD.BE HOT DIPPED GALVANIZED 26.ALL.BRAND MATERIALS SPECIFIED MAY BE 5UB5TnUTf.D -2009 INTERNATIONAL BUILONG CODE
FASTENERS. FOR EQUIVALENT OR GREATER PRODUCT. THESE BUILDINGS ARE EXEMPT FROM THE THE 2010 FBG ENERGY
17. mmumcruwt INSTALLATION 5TANDARDs SHALL BE FOLLOWED IN 27,ALL BUMXN65(EXCEPT THOSE IN USE AS AN ACCESSORY CODE IN ACCORDANCE WITH 10 1.5.2 -
ORM FOR THE5E DESIGN DRAWINGS TO ACCURATELY REFLECT BUILDING LORA ONE OK TWO FAM(I.Y DWELLING UNDFJZ
FIELD PERFORMANCE CONDITIONS. 400sq.R.)MUST HAVE ATLEAST(1)325rW(MIN.)DOOR SITE INSTALLED IDDAS+
18. THE5E STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR 26.ROOF FRAMING AND WALL FRAMING TO BE 3}5 METAL I. THE COMPLETE FOUNDATION 5UTRORT AND SIE-DOWN 515TEM.
HAZARDOUS MATCH STUDS SPACED AT A MAXIMUM OF 24'O.G. 2, RAMPS.5TAIR5 AND GENERAL ACCESS TO THE BUILDING.
27.OPTIONAL ExTERIOR WALL COYERLN65*4cLW E CORRUGATED 3. ELECTRICAL SERVICE HOOKUP(NCLUDLNG FO=R5)TO THE OYJot)L¢
ALUMINUM.MA5A ALUMINUM.4'LAP ALUMINUM.518`P.T.T I-1 I BUILDING.
SIDING.VINYL SIDING WITH ENERGY BRACE BALKER HARDI BOARD. 4. ROOT DRAINAGE SHALL COMPLY PATH F.B.C.2010 1503 AND
STEEL 510M AND'PLEKO'STUCCO ON Ste'DENSE GLA55 GOLD 8318.6 yJ
AND POLYCARDONATE GREENHOUSE PANELS NOTE:THIS UST DOES NOT NECESSARILY LIMIT THE ITEMS Or WORK
21.ALL DOORS SHALL BE ABLE TO BE OPENED rROM THE CGRC55 SIDE AND MATERIALS THAT MAY BE REQLARED rM A CxOMPLEIt
VVnHOUT THE USE OF A KEY; INSTALLATION.ALL 5fle RELATED ffEM5 ARE 5tUW=TO LOCAL.
JUPJSDLCTION APPROVAL.
These Plans Were Designed In Single Wide Metal Master Plan rkww"aY P-jedNa. Sheet Number:
Haney Associates, Inc. Accordance with the 2010 Flonda Lark Builders OILIL 12MIZ24
Engtneerf'ng&ConzbmcHon Planning Building Code for a Wind Speed of 409 Dixon Street Cbcdmd ay: Data .
• l.QtollRBhil.r.cG1KY.flwrxfLNiTw 160 M.p.h. Vidalla.GA 30474C1.A. e4/49/12 1 of
ELECTRICAL NOTE5:
Approval Stu_nps:
• !. WHEN AIR CONOTT-OMIitG 15 INSTALLED 11%THfS 9UilptNG,i-SHALL Be
THE RESFON5151U-Y OT Tt'e HVAC CONTRACTOR AND E_FCTRICAL
CONTRACTOR TO V EPIFY VARZ AND 3REA19R.SIZES FOR ACTUAL
HVAC UNITLS)INSTALLED AL[NAR-NG-0 Be IV ACCORDANCE WTH
THE NATIONAL ELE-CTRIC CCDE LATEST EDI-ION.
2. FLOOBLE CONDUIT FOR LIGh-FIXr4RE5.
3. EACH CIRCUIT 15 TO,iAVf CONT'AJOU5 50LID COPPER IN5UL.A;EO
GROUND HARE CONNC4-TED TO EOUMAENT GROJND BAR IN The MAIN WINDOW HEIGHT.LOCATION 32'MIN.,60'idAX.WIDTH
DISTRIBUTION PANEL. AND QUANTITY MAY VARY 24' \.. BY 6'-t}'HEIGHT DOOR,
4. EQUIPMENT GROUND BAK U.MAIN DI57RIBLTION PANEL 15 TO BE AND ARE OPTIONAL 5'MAX. 4MAY L \LOCATION MAY VARY.
GROUNDED TO MINIMUM 10-0 COPPER CLAD EARTH DRIVEN ROD ') 1
WITH GROUNDING CLIOAP AP'RO'."_D FOR DIRfC-&K-AL. _ I -
5. ALL CONDUIT TERAIIYATION'.S 09 1 OR LARGER ARE TO 1AVE PLASTIC
INSULATED BUSHINGS. --
6. ALL ELECTRICAL WORr,15 TO BE IN ACCORDANCE Vi TH THE NATIONAL 3l$'METAL STUDS
ELECTRICAL CODE(NEC).L!"=5AFET'CODE(VPP,A 10';,LATEST SPACED AT 24•
MONS. O.C.MAX.
7. HVAC EQUIPM`NT ShALL BE.'ROVIDED MTt'READILY ACCe551BLE _M "\_�.T,3/4'TIG
DISCONNECTS Ap ACcNT'O THE EOUIPR+fNr SERVTD.A UNIT 5'MTCH .4 ;;SEE VARIOUS CND FLOOR 5HEATHIN
A
WTTh MARA,ED'OF"'POSITION TrIA'15 PAR-OF 'h`HVAC 5EE VARIOU5 END WALL
WALL FRAM
EQUIPMENT 5YALL 9E PERI,IITTED ae THE DI5CONNEC'INC MEANS S 1 WALL Y FRAMING 5ECrOh5 FOR
ONLY WHERE OTHER DISCONNEC-ING M`_AN5 ARE AL50 PROVIDED BY AND WINDOW FRAMING. ` Y WALL AND DOOR FRAMING.
A READILY ACCE55•B-t CIRCUIT B?EAKER..
6. PRIOR TO ENERGIZING-Vf ELCTZ �CAL 55`EM THE INTERRLPnVG
RATING OF THE MAIN BREAKER ML5T BE DESIGNED AND VER.PIED A5
BEING IN COMPLIANCE VATh SEC. I 10-!)OF TYE NEC BY A LOYAL -
ELECTRICAL CONSULT AN-.
9. THE MAIN ELECTRICAL PAVE:.,PXDER5.PMTR HO0KUP-0 BJI.D•NG
(INCLUDING ALL D'5C0I4NE_'rS,OVER CLARENT O@/ACE5,PANCL3. .{;rSe f
GROUNDING._TC.) 5 DE5ICNED 3Y OThERS.517E INSTALLED,
5UBJECT TO LOCAL JJR15DICTIOA APPROVAL -,
10. ALL'MRG5 TO SNITCHEB AND OU'LETS TO BE 0'2 AWG THHN AND OFTIONAL ELECTRIC TO "' �' 32'MIN.,60'MAX.NADTH I
WALL MEET THE COLOR COD!REOUIP,"WNT5 5ET"ORTr IN THE VFPA EACH UNIT FIELD BY 6'•6`HEIGHT DOOR.
70.NATIONAL'_LECMCAL CODE. CONNECTED FROM LOCATION MA VARY,
IT. ALL ELECrMCA,-OLTL'T5 SHALL 9f GFC•IV ACCCRDAVCE'MTI! CdSTIN6 FOINER
ARTICLE.121 0.6(A)I2?NEC-09. SOURCE TO UNIT
5a-a MAXIMUM BUILDING LENGTH
Electrical Symbol Key
GFCI Duplex Receptacle 120V 10 NOTES:
.ALL ELECTRICAL EQUIPMENT 5MOWN�0PTIONAL AND LOCATIONS MFif VARA.
(c Incandescent Light w/(1)-80w Bulb
Typical Floor Pian 61.
Junction Box VALE: 1/4'-I'-a eQ: ...... Lr'
la
: ..—__ — Switch
G 5$b
tlllP j Weatherproof
�SR Switch w/Receptacle Outlet 120v 10 . . s.............
J�NAL Eb
These Plans Were.Designed in Single Wide Metal Master Plan Duig:xdBy: ProecNa SheetT+tTimtitr: -
Haney Associates, Inc. Accordance with the 2010 Florida Lark Builders
o.RJi LZENruS1 .1
''++
-- En6rineering sr Construction Planning ; Building Code for a Wind Speed of 409 Dixon Street S 1 .1
P.a m.w.sn Mn.at'.ae:q.n�.,eaer.e.w,soo � ; � QmrYed sy: Dale.
I&0 m.p.h. VIdalla,GA 30474 C.L.A. 04/"12
_. _...._..._ .... __ 2of.7
SKID LAYOUT AND FLOOR FRAMING SCHEDULE ME SC"EDU'
-I!POK.---X5T 51Z!
12S psf Live Load (2 Skid) 125 psf Live Load(3 Skid)
VAdMI Joist Slze&Spaclng A 8 Width l Joist Slze&Spadng A 1 8
V-W 2)Ws 16"O.C.,Max. 42—"
8'-0" 2XVS W O.C..Max. — I 2x4'3®16'O.C.,Max. 12" 124"
18' 60' 8'-01 2x&s @ 16*O.C.,Max. 16, 32"
iW-W 2x6'3(go 16"O.C.,Max. 24" 72' 10'-0" '2x6's 16'O.C.,Max. 20* 40" SEE SCHEOU' FOR.015T 50
111-W 2x6's @ 16"O.C.,Max. 24" 84" 11'.0" Ws WO.C.,Max. 22, 44,
Li
11'-8' 2X63 @ 16"O.C.,Max. 28" 84' 11'-8" 2x6's @ 16'O.C.,Max. 24' 46" ou -go U
IV-W, 2x8!s @ 16"O-C-,Max. 36" 84* 13'-0" 2X8'3 @ 16*O.C.,Max. 26" 62" -81 W
q
Wit
@ 16"O.C.,Max. 40" 84' 13*-8"--98's @ 16'0.C.,Max. 28*156"
NOTES
*?XRNPRS VALL WMT THE WINIIALIM RML--;MV�IT5 POP ALL 5TRUCTLIRAL COMPCNCNT5 AS 5VT PORTh
UNDER PBC 2304.9.1 AVD rABLE 2304.5-, JNLE55 OTHMW15C 5PECIF W.
•ALL 5KID5 W P.T,4,6 5.v,P.72 OZ #2
•V-0'WIDE UNM5 MAY U5d 2x4 5.".P.$3 J015T5
#ALL J015T5 ARE TO M P.T.-3Y. 92
SIDE RAL-O VA-Ch T.50E?,A*L TO MATCH
JOIST 5 ZC.ME FRAM NG J015T 512-w,5!e FRAMING
5;;HEDJ-X FOR 512C5. SCyEDL'LE!'OR 5+2C5.
W 5CMDULE POR JOIST 512d
SEE 5:XEDJLE PCR J015 WE
IF9,
.......... 4,t,
P.TAG 5.Y.P.92 or A-44 F.T.-IxG 5.Y.P.#2
(2)-P,T.-2-6 5.Y.P.72 5NO5 (2)-P.T.-2.G 5.Y.F.T2 5105 Oro
Optional P•xchOpba+al Parch C11 I
50-0't/Ay1mAvi MIXING LENGTH 50-0'MAXIMUM BUIL011IG LENGTH
Tyvica,2 5kd Moo- 2ramir, Man Typical 3 5kd Ficor Framing Plan ••...-•..
..........
Thc5c Plans Were Designed in
: Single Wide Metal Master Plan DeJpc413y; F'mjcallo.
Haney Associates, Inc. i Accordance with the 2010 Florida Lark Builders om 12EN224
Engineering&Construction Mmianing Building Code for a Wind Speed of 409 Dixon Street S1 .2
M,Nik S.C.IM2- Chocked Bp D=
160 M.p.h.
Walla,GA 30474 CLL. 004112
A Lrova1 S . `
314'-20 METAL WALL STUDS
SEE FLAN VIEW FOR 5FACING
SEC FRAMING SCHEDULE KIDS
MAY BE P.T.4xG S.Y.P.
FOR JOIST SIZE f2 OR(2)-P.T:2x4 S.Y.P./2 i 3K'-20gz.METAL SOLE PLATE,
GONTIN 9 W/5/I G'x4'LAGS
ATTACH EACH STUD70 SOLE i AT I G'O.C.,Max.
y PLATE WITH(2)#10 5ELF
DRILLING GRADBER5CRt1V5 i 1.3/4"T{GFLOOR
(I)INTO EACH FLANGE. SHEATHING
SENCO K28(OR E CH 5MI 5 IJV.IV
NAILS AT 12'O.G.,ROWS FOR EACH FLOOR JOIST
5HALL ESC 1.5'FROM EDGE.
5TAGGER ROWS G'POR
(2)-r.T:5.Y.P:2xGs SK105,
5LOCKING DETWEEN
5TART PATTERN WITHIN G' SKID$,FASTEN TO CND`
OF EACH END OF 5KID 2x4 BLOCKING 5Ef14EF: J05T W/13_).0,1205e3'.
SKIDS,FASTEN W/ - NAIlS AT 12 O C.EACH.
(2)-0.120"Xr NAILS AT SIDE,5TAGGEREO.
12'O.C.,STAGGERED.
� f 12—'%W%vj.y R# � IL
i
i
SKIDS MAYBE P.T.-4z6 S.Y.P.
#2 OR(2)-P.T.-2xG 5.Y.F.!2
i
7; 2'LAP 5PUCE FASTENED
W/(6)-5/16'x4'LAGS
P.T.44 5.Y.F. (OUTER FACE),(3)-5/145:4•
#'2 5TJO5 LAGS(INNER FACE),(9)LAG
ATTACH J015T TO 5KID WITH SCREWS TOTAL.
5/1 G'X4'LAG SCREW OR(2)
51MP50N 11-3(OR EDUALJ AT
EACH ENO OF JOIST,SEC f0:2-3*XG'5PUC1 PLATE ON 3 of
FRAMING SCHEDULE FOR 5127[. 4 51005 OF JOINT.FASTEN
(2)-P.T.-2x4 EACH PLATE W/(5)-SENCO _
NOTE:ATTACH END JOISTS TO SKID WITH(2)-5/1 G f4' S.Y.P. 2 Nribs K26(OK EQUAL)NAILS {,....•..
LAG SCREWSLOR 100.13 1 x4`GUN NAILS)AND A EACH SIDE. Q�GV (t //.1
4,
H•3 IOR CQ(JALI AT EACH END OF JdI�T. QP'�yGryyN,,, «-y�1
4 r D TO 1
4 N ON UC'iAiL ICAC 9KID 5FtICING DETAIL
T'
C
AL
These Plans Were Designed 1n Single Wide Metal Master Plan D I aay; Pm3aaxa shin-g igen-
Haney Associates,Inc. Accordance with the 2010 Florida Lark Builders am 12MZU ,/ ++��
`5 Engineering&Construcdon Planning Budding Code for a Wind Speed-of 409 Dixon Street ; CkckMBy. DA,= ! a+J
nawxaal,Ys acstta.rw�twµrtw
I G0 M.p.h. Vldella,QA 30474 cLA. 04,w/f2
- . ..._.
Apprada!Stamps:- _;
ROOF FRAMING SCHEDULE
5CHEDULE AND ROOF FRAMING NOTES:
Wall Framing at 24"o.c., Max. •ROOF FRAMING SHAL BE SPACED TO UNE UP DIRECTLY OVER THE WALL 5TUD5 POR PROPER COAD TRANSFER AND STRAPPING.
•ROOF DRAINAGE 5HALL COMPLY WITH F.S.G.2010 1503 AND R3 t b.&
L132*
ter and Brace Ske and Spacing: •FASTENERS WILL MEET THE MINIMUM REOUIRPMENTS FOR AL STRUCTURAL COMPONENTS AS SCT FORTH UNDER FBC 2304.9.1
{' AND TABLE 2304.5.1 UNLE55 OTHERWISE 5PEOFIP.D.
72`-2OQa.Metal 24'O.C.MOX. s RIDGE MAY RUN IN THE SHORT DIRECTION`TURNAROUND'STYLE WITH A MAXIMUM GABLE END OF 90-0 AND 5IDe WALLS THAT
VARY G-0'TO I3'-V OR THE TANG DIRECTION STANDARD'WITH GABLE ENDS THAT VARY G 0 TO 13'8`WTTH A MAXIMUM SIDC
Y"-20ga.Metal 24"O.C.May. WALL LENGTH or 50-a.
ATTACH ROOF FRAMING TO TOP PLATE OP WALL FRAMING WITH 1/4•-t4<3/4'HWH TRA7W I AT G`O.C.
Ys 20gSMetal @ 24'O.C.MaxY2%209a.Metal @ 24'O.C.Max.14'-2D9a Metal®24"O.C.Maxi 20ga.Metal®24"O.C.Max}4"-24 a Metal(�24'O.C.Max
i
9 i
314• 20ga.METAL RAFTERS
KI) -"- AND BRACANG,5PACE4 AT
24,O.C..MAX.UNE UP
— — INTERS TO LAND ON WALL
5TUDS rOR LOAD TRANSFER
517-0'MAXIMUM BUILDING LENGTH �GtyA/S►,-y�i`.
Typical Roof Frammg Plan
c
5CALE% I/4'-I'-0' �!�' ......••''T,•t�
These Plan Were Desl ned m Single Wide Metal Master Plan
� easy. PmjaxNa SheuNtunber.
r. Haney Associates,Inc. Accordaencwith the 2010 Florida Lark Builders ° ' ' �� a4
T
Eaglaeertng&Canstructlon PtanntnY Building Cade for a Wind 5peed of 409 Dixon Street ; Chocked By. >DAC
�._
CI.,A. 6ip4/LI
I 60 m.p.h. Vidalia,GA 30474 �
Approval-Stamps:
_ ATTACH!ROOF FRAMING TO
TOP PLATE Of WALL FRAMING
WM 114-14x314'HM
TRAM I AT 6'O.G.
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SIZES AND SPACING
2 112'x I t2'CORRUGATED 31¢•.2 METAL COLLAR TIE.4'-0'
ROOF PANELS FASTENED LONG,ATTACt!W1 t2j 410 SEIP 3K'-209a METAL STUDS {
WITtt IJ4'-t4 x 3t4'tM$t DRILIMG GRABBER SCREWS EACH SIDE `�'I'�AT 24'O.C.MAX.
TRAXXlI AT G'O.C.
i
SEE ROOF FRAMING --4)-V-20*,METAL STUDS 3 VE P OPTION DETAIL
r' SCHEDULE FOR RAFTERS SPACED AT 24'O.C.MAX. =7°$
i
4W-20*.METAL BRACE AT
O SEE ROOF FRAMING 3'-1'ABOVE FIN15HW FLOOR,
{ SCHEOULE FOR FASTENING ATTACH TO EACh STUD Wl(2)
F, t REQUIREMENTS 1105FLPDRIWNGGRABBER
iD SCREWS.(I)INTO eACh FLANGE
O SEE 51.2 FOR MD -2ATTACH ROOF FRAMING TO
AND FLOOR FRAMING IM's 112' GORRUGATER TOP PLATE OF WALL FRAMING
PANELS(FASTENED W 08 x WITH UW-14 x 314'HWH
Ili WOOD SCREW AT b TRAWL AT 6'O.C.
O.C.(OR EQUAL) -
VARIES.6'-0'to 13'-8'
Typical rrame Section �( SEC ROOF FRAMING
SCALE: 114'=1'-0' SCHEDULE FOR RAFTER AND
BRACING 51ZF5 AND SPACING
I
3�'-204a METAL STUDS
SPACED AT 24.O.C.MAX. GL
,
! * * 1 k
L 2 3QypA8!
,.4,
OPTION MAI
.....
ANAL �
These Plans Were Designed In Single Wide Metal Master Pian ries; Shit Number:
_ - 9 sMaay: ProjocrNa
Haney Associates Inc, Accordance with the 2010 Florida I oR-K 12EIQU J
+ Lark Builders -!
;a Engineering 8c Construedon Punning $u(Idlne Code for a Wind Speed of 409 Dixon Street ��By: M=
+ ::: ^n:.%: ro.sn aN,t9.MSSrGtrw.Rrsottasrc7w
160 m.p.h. Vidalia,GA 30474 Cl-IL Y oawm
.. ..
2-1/2'x 112'CORRUGATED ROOF
. ..
PANELS FASTENED WITH I/4'-14 Y
314'HWH TRAM I AT 9 O.G.
i
i
!I t
3W-20ga.METAL BRACING,
AT 3'CBRA
L E O ATTACH EACH END TO STUDS W/
V METAL
ABOVE BRAENISHED FLOOR, (2)#10 SELF DRILLING GRABBER ! s 3K'METAL BRACE AT V-cr
5CREW5.(1)INTO EACH FLANGE + ABOVE FINISHED FLOOR.
ATTACH TO EACH STUD 1 ATTACH TO EACHSSTUD
W1(2)#10 SELF DRILLING W/(2)010 SELL W NG
GRAIWO BBER EACH
FLA.GGE I i GRABBER 5CREW .(1)INTO EACH PLANGE
SEE 51.2 FOR SKID AND FLOOR
VARIES.(;-p'to 13'-8' FRAMING VARIES.6'-O'to 13'-8'
End Walt Framing Option WALL OPENING FOR SIDE WALLS ARE End Watt Framinq Option
SCALE: IW-I'-0 TO BE FRAMED SIMILAR TO THOSE SCALE: 1/4'm 1'-O'
5HOWN HERE FOR ENDWALi5
2-1/2'g 112'CORRUGATED ROOF
PANELS FASTENED WITH UO.C.
f' b
314'HWH TRAXX/I AT 6'O.G. -0.
3Ri'-20ga METAL BRACING, Mx+c•
ATTACH EACH END TO 5TUD5 WISia'METAL BRACE AT 3'-17 (2)#10 SELF DRIWNG GRABBER $ 3Ii METAL BRACE AT V-a
ABOVE FINt5FIED FLOOR. SCREWS.(I)INTO EAQt FLANGE ABOVE FINI5HED FLOOR.
ATTACH TO EACH STUD 1 ATTACH TO EACH STUD
W(2)#IOSELFMWNG F W/(2)/10 SELI'DRILLING
GRABBER SCREWS.(l) GRABBER 5CREWA(1)
INTO EACH FLANGE I 1 i INTO EACH FLANGE
VARIES.6 CF to!3'8' SEE 51.2 FOR SKID AND FLOOR -• �� 'z I
FRAMING --f�VAPjes.6'-O'to L 3'-8'
End Wali Framing Option End Wall Framing Option
5CALE: I/4'=1'-0' 5CALE: 1/4'-1'-0'
I.
These Plans Were Designed in Single Wide Metal Master Plan TkaigmdBy: Pmj= SheaNumber.
Haney Associates.Inc. Accordance with the 2010 Florida lark Builders ° IAF'
Enoueering&Constracdon Plaux"s l Building Code for a Wind Speed of 409 Duron Street ; SIX
:r PA.sw34%W.Y.A%&Qntn-n..A".r&7W ; Ch-kedBy. Dsc
160 m.p.h. Vidalia,GA 30474 + arotn2
- - - ..._...__. ...-...._.......-._..... ..._... ._..... 1..._.....__..._.._.._._..._....._.... -_.__....._._...._—._. -..._.. . . _4 _... . ------
._ 7,gf7.. ......
Sam,INSTALL mchoom PER Typical Details for Concrete Installations
MANUFALTURER5 REQUIREM04M 0.122012 Ip7a+6
(2)-SIMPSON'HW O 14'O.G.
(1 10-130nyh)OR'5rMP 0 1 C O.C.
3/IV GALVANInD CABLE TIC (150-1 GOmph)AND(I)112'W LAG
DOWN ENGINEERING PART COLT THRU DAM ATT'_ Dd.2aC BLOCIUMIG
ISI 55G(OR COLIVALErR)
TIGHTEN TO 500 LBS OF TENSION 518•DIA.mRu DOLT MTN T WASHER REQUIRED FOR
A449 GALVANIZED OR EOUNALW THRU DOLT
MINUTE MAN MM141 O OR EQUAL WN ATTACHMENT.
W EPSON TIM OR WEDGE-ALL I 10 MRH WIND ZONE:
CMBEDED 3'MIN.INSTALL A S/C DIA.X 40'GWUNO WHORWim
MINIMUM Of 4•FROM SLAC EDGE. SINGLE C HEAL(MODEL 059000)
130 AND 150 MRI WIND 2ONE:
,.. 518'DIA.X 4W GROUND ANCHOR VA N•
5NNGLE G'HpDf MODEL 059065)
f / I GO MPH WAND ZONE- .
v
(SCC CHART FOR QUANTTTICS) �.
_Typical Details for Masonry Block Installations
311 P GALVANRCD CAME TIC
,
DOWN ENGINEERING PART - g. 1'!(21-5IMP50H'M3F® 14.O.C.
851 SSG(OR EOUIVALQ/T), L 1 I C,)30MN)OR-WhW 4 I P O.C.
T1am TO 500 L61,U Or T15N5NOM ,_ �:�� 1130•I GOnyh)AND(1)1/2%4-LAG Dd.2aG BLOCKING;.(: BOLT THRU BASE MTE
USC(363/1 G•GALVANIZED CLAMP:'"" _ REQUIRED FOR
TIC DOWN ENGINCCRING PNRe, 5/61
'D1A.THRU BOLT WITM 2'WASHER THRU COLT
859806(OR EQIAVALrJIT) '4 1:; .A"A49 GALVAN12C0 OR EOLINALENT ATTACHMENT.
110 MR1%ANO ZONE•
rf;7Lt�3a 5/8'mw..X; A�
E 41 MMX N4007&059055) , ' �`' =' Him SINGLE G•HELIX(MODEL OSd - -
130 AND 150 MPH WWW ZONE, _-, 130 AND 150 MPtf WIND ZONE-
` , r:
DIA.X 5A6' ..X N �. :Bt:OCR �•
51NGLL G.Mai%(MODEL f590Go- f WITM SINGLE P tl"MODEL 8590651 \
I GO MRH WINO ZONE- I GO MRH WINO ZONC-
5@ GEMIOCAL NOTE I I O 10
C3IT CHAIR FOR QUANT) m) (SIT CHART FOR QUANTITIES)
MILT(wK BOLT ANN. 1/2'DI.1A1• a4 STUDS.SEE PLAINS FOR 5rAC 4
A 5.5'MINIMUM ENDEDMCITr AND A ANCHORING SCHEDULE
1.75'MIN.EDGE DISTANCE.SPACC 4 P.T.BOTTOM Aft Miiq WMMDW 11116 1136 HS3 188
ANQIORS AT 51-0'O.C.FOR C-fr TO Iftm L� III( ,r I3X•ab
I O-C BummNGS,4'1T FOR I O-G'TO r t 4 2 2 2 2
14'4T BUILDINGS f0 1r0 r0 4 2 2 2 2
W" r r0 4 2 2 2 a
•..+.!:.i,.a?: '.` 1. ra If0 Ta 4 2 2 2 2
�� .6.• .� i - r0 I" rt a 2 2 2 2
f0 /4'a TO 1 3 7 7 a
ra If0 r4r 6 i 3 a a
tfa 1f T 4 2 2 7 7
Ifo +70 r0 6 2 2 2..2
12-
T�r rtal Anchonnq of a f9oorles5 Bu11d1ngs to Colxrete Slab Deta11 Loa 3F r0 a a 3 a 3
1P4F aFP r-r io 4 • 4 •
110 7P0 r-w 12 6 • 6 i
DESIGN PARAMETERS 1+•0 .120 r 6 2 2 2 a
ma ua ra 6 : : 12 2
1. %AND DC51GN PER A5CE 7-10 +114F Ira r4F 0 2 2 f 2 a
2. fE
OESIGN WIND 5ED -I I OMR"-130UPH-150 MPH-I GO MRH Ira 210 r0 5 3 3 1 3 3
3.WIND 07OW It CATEGOR1E3: +11.0 210 r0 1f 3 3 f 3 a
I H Omph:B.C 6 0 - H 30mph:D.C O D - 150m fh,5,C 4 D- I Goh,"+h:C S C +ra rd ra 12 4 4 14 4
4.WAND IMPORTANCE FACTOR: 1.0 11.0 310 TO 14 4 41 4 •
S.ENCLOSURE CLL55IFICATTON: ENCLOSED 1111: as ra If I / 1 S f
G.DC'Sipl AALET9 INTISLNAT10N/11 BUILDING CODE 2009',,fLrOrl• a NG's` O{�A tri 12'B ra • 2 7 2 2
Fri u0 ra 6 2 : 2 2
GENERAL NOTES +rr Ira r4r 3 3 a 3
1rt 2W0 rt f 3 3 7 a
1. DESIGN FOR MIN 2,500 PSN CONCRETE H11'4F K r4r 10 3 7 3 i
2. ALL MCUX ANCHORS MUST MITT THE MINIMUM WORKING LOAD Of 3150 N..AND AN ULTIMATE LOAD OF Era WAP fa 12 4 4 4 4
4725 bs. Era 3r0 We N 6 f f a
3. MCLICAL ANCHORS FOR I Goo"WIND ZONES MUST MGT A MINIMUM WORKING LOAD Of 3464 Lbs. 1r4r as for 16 f 6 6 6
AND AN ULTIMATE LOAD Or 5200 Ess. 1r4r Ora r4r t6 6 8 a e
4. ANCHORS MUST BE IN VIALLED TO MANUFACTURERS RECOMMQNDATIONS.ANY BENDING OR DAMAGE Ir4• m4 fa to f 6 6 6
CAUSED UFON INSTALLATION WILL VOID ANCHOR AND MUST DC DOCAWW. ITP Wr IV' 6 2 2 2 2
S. CONTRACTOR SMALL VW THE SITE AND THOROUCKY FAMIUARTZC TMEMSELP WITH EXNSTING IS-P 1r0 fa 6 3 3 3 3
CONDITIONS.CONTRACTOR 15 RESPONSIBLE FOR MELRING SOIL CLA5&FICATION FOR SIZING MEUCAL 13'-01 m f4P 12 7 3 3 3
ANCHORS PER MAIUFALTURDES KCOWRDAeWM. 170 3r0 r4r it 1 4 • • 1 4
G. ONE ANCHOR SHALL BE RACED AT EACH BUILDING CORNER WITHIN I TCR'CORNER 174r 3f4r ra If 4 4 4 1 4
7. ANY REQUIRED WfERMEDNATE ANCHORS SMALL IT PLACED EQUAL DISTANCES APARr FROM EACH OTHER I" 3r0 r-f 21 f f f I f
6. THE ANCHOR MUST BE IN THE SITE 501E C1A59 IN WHICH THE LOAD REQUIRARNT5 WERE 5CT. t74r a4 for 24 f f 81 a
S. USE TIC-DOWN ENGINEERING(OR LOMPARABLQ 1/2'X 30'GROUND ANCHOR WITH SINGLE 4'MELD(OR 1707-V Pr 24 8 f f to
SIC DIA.X 40'AND 4C GROUND ANCHOR WITH SINGLE 17 MCL W 174P 1 efa f4 J7 1 7 7 1 1
10. FOR I COmph WAND ZONE5 USE TIC-DOWN ENGINCERING(OR COMPAW10LL7 MODEL 159090 314•DIAM. I74F I 14 72 2 2 7 1 2
■317 WITH A DOUBLE 4'III=USE IN SOIL CLASSES 2)OR MODEL 8 59250 SW DIAM..30'WITH A 0 17a Ir0 fa 12 3 3 3 7
MHA(AND A 4•HMO NSE IN 50L C7A550 364) 1 136P 1 2fa for to 3 3 1 7 1 a
11. INSTALLATION OF THE AKHORS MUST MEET ALL AT REOUIRENENT5 AS SPEGf1ED BY TAC DOWN ITO 294F fa 20 4 4 4 •
ENGINEERING•INC TO INCLUDE KCQUIREMENT51N5 FOR 5FAONG AND 5"5NM:CIFIC SOIL CONDITIONS 174r 3fa fa24 6 3 3 6
12. MAXIMUM 5TRUCTURE HEIGHT 19 12 FEET 131P 310 fa 2/ 6 6 5 6
13. NUMBCX OF ANCHORS LISTED IN ANCHOR SCHEDULE ARE THE MINIMUM REOUIRED NUMIOP +M a0 r4F 32 6 6 6 0
WN
VXHMS TO RUN DOEACH 5100 WALL(THE TOTAL NUMBER OF ANCHORS REQUIRED PER 1,UO4NG 174r U•a r4r 32 6 1 8 6
WOULD Be 2X THE N BER.UST I!D IN THE SCHWULM 17a W-W r4r >• 7 7 7 /
` 4 y�. DESIGNED FOR,
4h2hr ' LARK BUILDERS
UO. 64358 409 DICK50N 5TRL1T A L L4 LILHaney Associates, Inc.
VIOAUA,GA.30474
Engineering&Construedon Planning/7 . .. PROJECT NUMEIER P.D.Mau,SIX M4,3.C.2/12-Pfoet:f6"W760 AXO:660114.1369
�.r1•.,, G1.� DATE:April 12th,2012