HomeMy WebLinkAboutProduct Approval I
„Y
R:Qt1r<`rite FLA ManufacturedSWding Program \�.
Bu 'he' / 1840Noeh.MomwSuw
SWe WA
Professional Tallahassee, Florida 323 0772
ReoulatI 711 Phone,850,487,1824• Fax:850A 14 8436
Ken Lawson,Secretary Rick Scott,Govemor
August 22, 2016
Robert Moore
Lark Builders,Inc.
P.O.Drawer 629
Vldalla,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 O
DRAWER 629,VIDALIA,GA 30475,has been approved under the Manufactured Buildings
Program,as provided for under Chapter 553,Part I, Florida Statutes,to manufacture Factory
Built Schools,Storage Sheds, Manufactured Buildings for Installation In Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans In accordance with the current Florida Building Code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status.You may expect and demand quality plans
review and Inspections.
Each Code change will make your plans obsolete until they have been reviewed,approved and
Indicated[on the cover page of the plans]for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are In compliance and are properly
posted on our website.All site-related installation Issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year.
You must grant complete access to your manufacturing facility and records to remain In
compliance with the rules and regulations of this program.
Your certification is approved for three years from this date.You will receive a renewal notice by
Email generated by the BCIS,(wwtW:florldabu(ldinb:ora)for online renewal. If you have questions
you may contact Robert Lorenzo at 880-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.floridabuilding,ora to see valuable Information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
T
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
PSI APPROVAL 2015-05-24
e- Approval'Sfamps: \
160 mph - Metal Lapsider Box Eave Shed Master Plan
GENERAL NOTE5: 0E5iGN PARAMETERS: (HIP-GAIKE R0.0F)
Lark. Builders: IWIND'DE5IGN PER'A5CE 7-10,5E15MIC DE5IGN PER AtSC 341-05)
1.. THIS 5TRUCTURE 1NA5 DESIGNED IN ACCORDANCE WITH THE 2009
IBC BUILDING CODE AND THE FLOm DA BUI LDI NGOODE.WIND A09 :Dixon Street '1. WIND VELOCITY: 160010
LOADING DE5IGNED.IN'ACCORDANCE WITH THE A5CE;7-J O, 2. WINORTANCE D IMPFACTOR: 1.0
2. ALL-MAT ERIALS AND LABOR,SIIALL BE IN ACCORDANCE•WRH THE, 3. WIND EXP05URE: C
ABOVE,CODE ANDALLOTHERAPPLICABLE'LOCALCODESATTHE Vidalia, GA 3047.4 4: INT PRE55URE,COEFFICIENT: 0.181
TIME OFF MANUFACTURE. 5. ENCLOSURE CLA551FICATION: ENCLOSED
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE;OVER SCALED 6, COMPONENTS AND CLADDING:
DIMENSION �ei I or
-ROOF'LOAD:'(ZONE#1): +21.4/-43,8'P.SF P� Bn0ild0.On
4. OUTSIDEOVERAIIDIMEN51ON5CAN VAKYBETWEEN UMIT5,5HOWN Sheet Index -R0OFLOAD(ZONE#2): +21.4/-61.-7 P5F --�.•��.•*
BUT MEMBER SPACING 5HALL NOT EXCEED LIMITS A5 INDICATED. -ROOF LOAD,(ZONE#3): +21.4/97;4 P5F CODE REVIEW
5. LUMBER USED FOR-CON5TRUCiION 5HALL BE A5 FOLLOW5: S1.0 COveir-General&Design Notes -WALL LOAD(ZONE#.4): +45 5/-x}9.8 PSF Pro/esslonal SewiceIndusWes
S l.I EI@CtrlCal- General FIOOnPIan: `WALL LOAD.(ZONE#5) +-4G.,.3/,58.5:F5F 174833rd Street
FLOOR JOISTS- 2x4 5 Y P.N2'-(I 2-15%.MOI5TURE,CONTENL) -WALL LOAD gic*E H44#5): +45.91-54.2 P5F Orlando,Radda 32839
Plan Reviewer.William E.Neary,III
2x6 5 Y P+2(12-I S�MOISTURECONTENT) S1 2. Skids"Br Floor Framing Plan
2x8 5 Y P.#2-(I 2-15%-MOISTURE CONiE4) 7. FLOOR DE51GN UNE LOAD: 125 P5F is pogo W
G. ALLOF THE FOLLOWJNG LUMBER 5HALL BE PRESSURE TREATED: S1.3;
'Skid and Floor Framing D@till!W 8- FLOOR DE5jGN DEAD•LOAD: 12 P5F FLSIAIa&SmPs1
SKIDS,.FLOOR JOISTS AND 3%4°TSG FLOOR SHEATHING 51,4 ROOF Framing 8 Schedule, 9: ROOF DESIGN'UVE LOAD: 20 P5F
7. TRUSS DE51GNE0 TO SUPPORT D.L.+L.L.=30 P.S.F: 10. ROOF DE5IGN'DEAD=LOAD: 5ELF;WEJGHT
8: HANDICAP ACCESS TO,BUILDING i5 FIELD INSTALLED BY..'OTHER5 AND -51.5 Typical Frame Section Details 1 I.,WALL DESIGN:LOAD,.. B,PSF'
5UBJECTTo LOCAL o BUI)ICTION APPROVAL. 12. COMBINATION LOADS:; AS PEP T
$1.1i, End Wall Frame Options
9. ALL ALUMINUM TO BE 3005-3I O5 ALLOY WITH 32,000 P61,MINIMUM 13. 5EISMIC USE G'", t3
YIELD'STRENGTH.. . 14. BUILDING CATEGORY: I
1 O. ROOF 5LOPE SHALL BE 3 12.WHEN'5Fi1NGLE5 ARE;APPLIEO.5EE FBC I5- BUILDING OCCUPANCY: STORAGE-
NON HABITABLE
GENERAL',NOTES.'CONTINUED:
1507.2 FOR SHINGLE REQUlREN1ENT5.ROOFS OPE FOR METAL 16,.CONSTRUCT[ON TYPE;: y.B
ROOFS SHALLMEET,MANU'PACTURER-5 RECOMMENDATIONS.. 17. AVOWABLE FLOORS:, I:
I I.. ROOF RAFTERS SHALL HAVETHE5AME SPACING A5;THE WALL- 22•DOORSMALL BE 2 I;/4 x 1 1/16'ALUMINUM EXTRUOM 18• EXTERIORY✓ALL FIRE RATING: 0
STUDS AND 5HALL:6E LOCATED 1ARECTLY OVER THE WALL,5TLID. FRAME'WITH AWALUMINUM PANEL INSERT.ALUMINIJM_TRIM. 19 DESIGN-OVERHANG: 8 INCH
1'2. ROOF SLOPES BETWEEN 2i 12 AND 4:12 5HALL HAVE A DOUBLE DOOR ATTACHED T.O VERTICAL 2x4. 20:DESIGN M1EET5 INTERNATIONAL BUILDING CODE 2009 4 FLORIDA
UNDERLAYMENT,APPLICATION IN ACCORDANCE WITt1'5ECTION 23.OPTIONAL DOOR5 INCLUDE DOUBLE'AWMINUDA DOORS; BUILDING CODE;
1507:2.8 OF THE F.B.C.201 O GARAGE DOORS;GO"'x 72'ALUMINUM DOOR;32" AND I.THE CONTRACTOR/MANUFACTURER MU5T COMFLY-WITH THE
13. 'ANCHORS SHALL MEET THE REQUIREMENT5.OF ALL APPIJCABLE 48'51NGLE'DOORS,ANDTRE HUNG 5TEEL DOOR5-,TYPE, FOLLOWING:CODES:
LOCAL CODE5 AND THI5 IS NOT A FOUNDATION DE51GN. SIZE,QUANTITY AND LOCATION MAY VARY. 2014 FBC 5th Edition
24.PREMANUFAGTURED DOORS THAT MEET APPLICABLE CODE5
14. BUILDINCy15 CLASSIFIED AS:TYPE"5° (STORAGE) 2011 NEC
15. ALUMINUM N/INDOWS-TYPE.51ZE,QUANTITY AND LQCATION MAY MAY BEMUSED INSTIAD OF DOOR5.LI5TED ABOVE 2014 Florida Fire Prevention Code
VARY:, 25.MAXIMUMWALLHFJGHTTOBE'8-O° HaneyAssoclates.Lm;
I G. ALL PA5TENEK5INTO P.T.WOOD'5HALL BE HOT DIPPED GALVANIZED 2G.ALL BRAND MATERIAtS SPECIFIED MAY 5UB5TITUTFD Certificate ofAndlorization
FA5TENER5. FOR EQUIVALENT OR GREATMPRODUCT. THESE:3UILDING5,ARE EXEMPT FROM THE THE FBC'ENERGY No 2711A
17. MANUFACTURER IN5TALLATION.5TANDARD5 5HALL BE FOLLOWED IN 27•ALL B0i1.bING5{EXCEPT TH05E IN U5E AS AN ACCE550RY CODE IN ACCORDANCE WITH 101:5.2'
ORDER'FOR THERE DENGN DRAWING5 TO ACCURATELY REFLECT BUILDING FORA ONE ORTWO'FAMILY DWELUNG.UNDER `�t t l I I
FIELD;PERFORMANCE CONDITIONS. 400sgA t.)MU5T HAVE ATLEA5T:(1)32'x80"(MIN:)DOOR. 511 E INSTALLED';ITEMS: ,.�G R
18.THE5E 5TRUCTURE5.SHALL NOT BE USED FOR COMBUSTIBLE OR 28.ROOF FRAMING AND WALL FRAMING TO BE 3 'METALGEN
����\ ;. rQ�
y2 I. THE COMPLETE FOUNDATION SUPPORT ANDTIE DOWN SYSTEM. �-
HAZARDOU5 MATERIAL 5TUQ:55PACED'AT A MAXIMUM OF 24'O.C. 2. RAMPS STAIRS AND GENERAL.ACCE55 TO THE BUILDING'.
20.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED 3, ELECTRJCAL5ERVICE HOOKUP(INCLUDING FEEDERS)TO THE 0 64558
ALUM NUM MASAALUMINUNI;4'LAP ALUMINUM,5/8 PT.,TI-.1.I BUILDING_ _
SIDING,VINYL SLING WRH ENERGY BRACE BACKER HARDI130ARD; 4. ROOF DRAINAGE 5tiALL.CompLY WITH F:B.C. 1503.AND
5TEEL 51DING.AND'PLEKO"STUCCO ON 5/8'DEN5E•GLA55.GOLD 83184STA F.
AND POLYCARBONATE GREENHOUSE PANEL5 Ncrr6:TH15 L15T'DOES NOT=NECE55ARILY LIMIT THE ITEM5 OF WORK 0,p R
2.1.ALL DO6R5 SHALL BE ABLE TO.:BE.OPENED FROM,THE EGRE55 5,DE- AND'MATERIAL5:THAT MAYBE REQUIRED FORA COMPLETE �(�`s '4Oj210A ?,
�.
WITH6UTTHEU5E_OFAKEY: IN-1TALLATIION-A LL51TEL ��TFD'ITEM5ARE-5UBJECTTO.IACAL NALt
These plans Were designed in accordance With: Sl1�t,Kumber.
2014 FBG 5th Edition Single Wlde Metal Mester Plan DesipedBj:: )'rojectNo.
Haney Associates,Inc. 2011 NEC Lark BUIldere O.RH. 12BN224
ring 8c Con"strucl[ion Planiiitig 2014 Florida Fire Prevention Code ;■,o
Eng�e�sra st.aili,s.c'x96ai-rcoeca -6i6-lwb For Wind Speed 160 mph,Exposure C 409 DixonQIXOn Street Checked By- Date:
Vidalia,GA-30474_ CJ A. 04/09/12'
100
PSI APPROVAL 2015-05-24
ELECTRICAL NOTES: Approval Stamps:
I. WHEN AIR CONDITIONING15AN5TALLED IN TH15 BUILDING,,IT 5HALL:BE
THE RE5PON51BIUTY OF THE HVAC CONTRACTOR ANUELECTRICAL
CONTRACTOR TO VERIFY WIRE AND.BREAKER 51ZE5 FOR ACTUAL
HVAC UNIT(5)I1,15TALLED ALL WIRING TO BE IN ACCORDANCEWI
. TH-THE
NATIONAL EU`CTRIC CODEsLATEST;EITI
DON.
P: FLEXIBLE CONDUIT FOR LIGHT FU(TURE5. .
3. EACH CIRCUIT 15;TO HAVE CONTINUOU5.SOLID COPPER INSULATED'
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN TNE.MAIN WINDOW HEIGHT,LOCATION 32 MIN.°60 MAX.WIDTH
DISTRIBUTION PANEL AND QUANTITY MAY VARY 24" BY 6'<8'HEIGHT DOOR
4,. EQUIPMENT GROUND'BAR fN MAIN'D15TMBUTION PANEL I5'TO BE. AND ARE OPTIONAL. 5'MAX., MAX. LOCATION MAY VARY.
GROUNDED TO MINIMUM I O'-0°`GOP PER.CLAD EARTH DRIVEN'ROD,
WITH GROUNDING CLAMP.APPROVEO FOP DIRECT BURIAL
5.. ALL CONDUIT TERMINATION'5 OF 1'OR LARGER ARE'TO HAVE PLASTIC - — — — �� Infonnalion
IN5ULATED BU5HING5: �� oSuildOn
6: ALL ELECTRICAL WORK:15 TO,.BE IN ACCORDANCE WITH THE NATIONAL 4`421 METAL 5TUD5 f` BidIdO'
ELECTRICAL CODE(NEC) UFE,5AFETY'CODE(NFP.A 101) L0krPT SPACED AT'24' CODEREVIEW
EDITION5. 01.6.MAX. Professional Service Industries
7., HVAC EQUIPM1fNT 5HAI L BE PROVIDED WITH READILY ACCF551BLE n1 P:T:3/4°T4G 174933rd Street
i Orlando,Florida 32939
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED A UNIT SWITCH y I FLOOR SHEATHING: I Plan Reviewer.William E.Neary,In
SEE'VARIOUS END
WITH A MARKED°OFF'P.,051TION THAT 15'PART OF THE HVAC • t 5EE VP,PJOUS.END WALL.I. ICC s stesoao
EQUIPMENT SHALL BE PERMITTED A5 THE 1)15CONNFCTING:MEANS O, WAU FRAMING . FRAMING 5ECTION5 FOR LA rd10e406
ONLY WHERE OTHER DISCONNECTING MEAN5 ARE,AL50 PROVIDED>BY G SECTIONS FOR WALL Y WALLAND:DOORFRAMING:1
FL SMI-79.SMP-51
A-READILYACC51BLECIRCUITBREAKER AN D'WINDOWFRAMING. '
r5
8. PRIOR TO ENERGIZING,THE ELECTRICAL 6YSTENI THE INTERRUPTING a
RATING.OF THE MAIN BREAKER MUST BE.Dt SIGNED AND VENFIED`A5
BEING IN COMPLIANCE WITH.SEC 1 10=9 OF THE'NEC BY A LOCAL
ELECTRICAL CON5ULTANT
9. THE;MAIN ELECTRICAL1.PANEL.flfEDER5i-POWER HOOKUP TO;BUILDING �I f
(INCLUDING ALL D15COkNECr5,;,OVER CURRENT DEVICE5,.PANELS;
GROUNDING,ETC.)'I5 DESIGNED 5Y,OTHER5 SITE INSTALLED, �r
5UBJECT TO LOCALJURI5DICTION.APPROVAL v
1 O. ALL WIRES TO 5WITCHES AND OIjTLETS TO BE#1.2 AWG THHN AND OPTIONAL ELCTRIC TO- WP 32°MIN.,60'MAX.WIDTH
WILL MEET THE COLOR CODE:REQUIRENIENTS 5ET FORTH IN THE NEPA EACH UNIT FIELD' BY 6'8"HEIGHT"DOOR
70;;NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY
11. ALL ELECTRICAL OUTLETS SHALL,BE GFCI IN ACCORDANCE WITH EId TING POWER: I
ARTICLE 1210.8(A)(2)NEC-08. 5OURCE TO UNIT
50'-CY_MAXIMUM BUILDING LENGTH
Electrical:Symbol Key FTaney;Associates,in
Certificate of•Authorization
&61 Duplex Receptacle 120V'10' NOTE5: No.z?iia
.ALL ELECTRICAL EQUIPMENT 5HOWN 15 OPTIONAL AND LOCATIONS MAY VARY.
o Incandescent Light wi(1)=60w Bulb "R'"r',.,
tt
Typical Floor Plan.
0 Junction Box 5CALE:.1/4'=1'-o
* No SS *^
$ Switch =
WP Weatherproof 0,�: TATE 0 �
�5:.;40RIDP'
S
$R witch w/Receptacle Outlet 120v 10 �'' SYO..i
NAL,���.
These plans Were designed in accordance with: SheetNdml►dr:
2014 FBG 51h Edition Single Wide Metal'Master Plan Designed By .Project No:
Haney Associates, Inc. zo„NEc Lark Builders �'�
v Engineering Se Construetion Planing 2014 Florida Fire Prevention Code era edH 1 S1 .1
409 Dixon•Street.
p.o.6uxa,sr:rtpr:sc.xssu=enoo•ew 6.7600 Ch y. ,Date. .
° For Wind Speed 160 mph,Exposure C
Vidalia GA 30474 CLA. oaro9iti
2"of.7
PSI APPROVAL 2015-05-24
lop
unps:
SKID LAYOUT AND FLOOR FRAMING SCHEDULE: Approval Sti
SEE SCHbULE FOR JO1ST SIZE
125 psf Lice Load (2 Skid) 125.ps.f L ve Load: Skid)'
Width JoistSize&$pacing A B; Width Joist Size&Spacing q
6-0" 2x4 s @ 16 g ( •A. ° °
bbb A°
O'C.;Max. 15" 420 6'-0" 2x4's @ 16 O C,.Max. 12"' :24""
8'-0 2Wi;-@ 16"QL.,Max. 18", 60" 8'42x6%0 16"O:C:,;Max. ;16" ':32"
1V,-T ..2Ws @'16"O:C.,Niax ?4" 72" 10'-0" 2x6's @,16"O.Q,Max:, 20" 40" 5EE.5CHEDULE FOR J015T SIZE
111-W` 2x6s @'16"O:C:,Max. : 24" 84" f1w—,. 2x6's.@'16"O.C.,Max: 22" 444 .
,2xgs @'16"d C:,;Max : ,28"' 84" 11'8" 2x6's:@ 16 O:C.,Max:, 24"' 46"
13'-0 2x8 s @ 16"O.C:,Max. 36". 84" 13 0" .2x8's @ 16"O C.,Max. 26" �52 °A" �; . .. °e^ I 'S• A°
,13'-8" 2x8's @.'16'O.C,Max.. (40" 84" 13'-8 2x81s @ 16"O C;Mao. .28" $6°` h–
NOTE5r
`FASTENERS WILL 1v#T THE MINIMUM P.EQUIR ItN 5 FOP A,LL,5TPUCTURAL C0MPONENT5 A5 5ET'F0RTH
UNDER FBC 2304:9:I AND TABLE 2304;9,1 UNLE55,.OTHE.RM%,5PEdif1 7.
•)l KIDS:ARE P.T;4x6S.Y.P.'#2 OR(2).PT.-2zG�S.YiP:42
O5
&WIDE UNIT5:MAY U5E 2.4 5:,.7.:43 J0i5T5: f��� h amrntfars
•AU-J015T5'ARETO im P:T;-5.Y;?.#2 6'ToBuildpn
P.T,SIDE RAIL TO MATCH fl.T SIDE RAIL Tb'MATCH
Jg15T SIZE,'SEE.FRAMING J015T 51ZE,`SEE FRAMING CODE REVIEW
SCHEDULE,F4R'SI2E5.. SCHEDULE"FOR SIZES: Proresslonal3ervicetndustrlas #.
1748 33rd Sheet
,4
Orlando,Randa 32839
d Plan Reviewer.William E Nam III
ICG 8 5185040
_.. .. .. _... .. 'LA 9!!00408
". FL SMI-79,SMP-51
m.
SEE SCHEDULE Ft7R'J0151.SIZE
i4.
5EE'SCf1EDUlE FORJ015T SIZE.,
ff
r i 32., J 7 7 7
Hatep Associates;ltsc:
Certificate o,A, onzation. -
No.271245
3 PT 4xG.5.Y:P M2 O t�t
Q
i _ .. 4'o or G-0' 3 P T 4x6 5';Y P #2 0^ v%CEN
(2)P.T.2xl #2 SKI05; !., f2)P.T.-2x6 S Y.i.#2 SKtt?5 4'-O'or;G'-0°. Q.'
OpttonahPorch ..OpGonaLPorch o
50'-O MAXIMUM.5UILDGIGIENGTH 5O-O`MAXIMUM;6UtL0tNGtENGTH •%/�
a
;STATE O
-----------------
Typtcal 2 5kld Ploor.Frainio4j-Plan icai 3.5kict,.1`166e 1�ramirlc Pian. ',��iS 10RIDP; �.
SCALE; I/4"41'-0" SCAT E["114•='I'O' ` jONAL. ���
These plans were designed in accordance With:
�l7 Single Wide Metal Master.Plan Designed By- P-j.ectNo.. SheetNtunber
Engineering s... . 2011 NEC 5 Edition Lark Builders 0.R 1l. 12EN274
Have. Associates" Inc: l" .
gi g&'Construction Planning' 2014 Florida Fire Prevention Code+ //�
ro:a��48 slrnnssc 2's5x'm°"`9s°a° Taco• For Wind Speed 160 409 Dikbn Street C, B Dom, S�..b;
pee mph,Exposure C Y
Vidalia,:GA 3.0474 CLA. 04109l1a
- _ 34 .
PSI APPROVAL 2015-05-24
Approval.Stam s:
MY.-20ga..,METAL WALL5TUD5
5ffFLAN VIEW.FOR SPACING'
SKIDS,MAY BE FiT-4x6 5'yY:F. 1 7
SEE.FRAMING 5CHEDUI:E #6k.-'( )-P.T.-2x6 S.Y.P..>E2; I f /—C2M-1 120ga METAL 50LE-PCATE,
FOR J015T SIZE ' ONTINOU5 W/5116x4'LAGS
ATTACH EACH STUD TO SOLE AT I`6 O:C:,Max.
PLATE VAN(2)PIOSELF 1 � :T:3/4"-T4G FLOOR
DRILLING GRABBER•SCREW5 I i SHEATHING.
(1).INTO EACH FLANGE.
5ENco K28(bP EQp "oTCH s 1o5 I]�xiy2°
NAIL5-AT. 12 O C'i;'ROWS FOR EACH FLOOR JOIST t1
SHALL'BE 1 5 FROM EDGE, [–
STAGGER ROWS 6 FOR
(2}PiT:-S.Y P Zx6'e'SKIDS, 1 BLOCKING BETWEEN
START PATTERN WITHIN 6'• SKID5;FA5TEWTO END
2x4.BLOCKING BETWEEN ' JOIST W/(3)O.1`20k3•. I
OF EACH END OF5FJD __
SKIDS,FASTEN W/ _ _ NL5,AT 12 O.C:FAGH�
(2)-O.120'x3"NAILS AT SIDE,STAGGERED;
12'O.C:,STAGGERED..
I 5KIDEFLOOR FRAMING DETAIL. 2 E'D - f, MI I NG DETAIL ��m=�
4•=r- I'. scntP Ls•.=d•a. a!: Budd On
CODE REVIEW
Professional Service industries
1748 33rd Street
Orlando,Florida 32839
•, Plan Reviewer.William E.Neary,111
SKIDS MAY BE,P T 4x6:5.Y:F'. ICC 0518so40
4
2 OR(2)-P.T:-2x6 S.Y.P.#2 LN au09406
-. FL SMI-79,SMP51
t2'LAP SPUCE FASTENED
Y W/(6}5/I G'.4'NAGS
P T 4x6 5_Y.P.: (OUTER FACE)<
..
42 SKIDS LAGS(INNER FACE),(9)LAG
-3i ATiACH)OISTTO;5KID WITH. SCREWS TOTAL.
5/1 Gk4';CAG SCREW OR(2), WYAasoc�aus lnc_
SIMPSON H 3(OR EOUALj AT' I I Certi(icatc of AIIUlOIJn-OR
EACH END OF JOIST,5El 3x6'SF UCE-PLATE ON 3 of No.ZTl?ii
FRAMING 5CHEDULE.FOR SIZE: 'f 4 SIDES OF JOINT FASTEN
5 Y.PP#2 SKIDS. K28(OR EQUPL)SNAIISCO �•``G�.tR t'1y��•,,,
NOTE.,ATTACH END JOISTS TO SKID MTH(2}5/16x4° EACH_SIDE.. ���N \C
LAG 5CREW5[OR(4)-0:.131x4'GUN NAILS];AN CQ
51MF50N,H.3,;[OR EQUAL)AT EACH END OF J015T.
{., No.
TYPICAL SKID TO'
3 TOISTCONgafo DETAIL 4' TYPICA DSP ICING°DETAIL i STATE OF° ;i,�
5CfLLF-.314 I'-O• .I: ---ALE:3/4•-I'-0'.
. Single Wide Metal Mast"
These plans were designed in accordance vrit h: SheetNumber:
2014 FBC,51h Edition 9 er Plan Desigaea- 12ENLNo.
Haney Associates; Inc. 2011 NEC Lark:Builders o:Rx �zBNz7a _/!��
,. Engineering 8c',Constrnctiori-Planning 2014 Florida Flre Revenlion Cade Chec1i�11B ■ ■�/
ro:e�34a ue scasasz-pma awaar 74w 409 DIXOfI Street y;. Date:' S
For Wind Speed 160 mph,Exposure C CJ:.A. 04/09/12
Vidalia,GA'30474 4 of
PSI APPROVAL 2015-05-24
�� Approval Stamps:
ROOF FRAMING SCHEDULE 5CHMULEAND ROOF FRAMING NOTES:
Wall Framing at 24"ox., Max. •ROOP FR+IVI NG 6HALL BE 5PACED TO-LINE UP,DIRECTLY OVER THE WALL 5TUDS FOR PROPER,LOAD TRAN5FERAND STRAPPING;.
•ROOFDRAINAGE SHALL COMPLY WITH F.B.C:201.0 1503 AND,03 f8,6
Width Rafter"and B'Cace,Size and Spacing: •FA5TENER5 WILL MEET THE MINIMUM REOPIREMENT5 FOR ALL5,TRUCTURAL-COMPONENTS A5 5tTT FORTH UNDER FBC 230,4,9.1
AND TABLE 2304.9:1 UNLE55 OTHERWISE 5PECiFIED.
•RIDGE MAY RUN IN THE:5HORT,DIRECFION'TURNAROUND",OR,'VAULTED".5TY!.E,WITH A MAXIMUM GABLE,END:OF'30-0'AND�5IDE
6'-0"' ASIS SSMA S 350S162-43 @.24."Q:C:.Maz: WALL5 THAT VARY 0-0'TO'13'.-8°OR THE LONG'DIRECTION'STANDARD-WITH GABLE END5"THAT VARY 6'-O'TO 13'-8'W!rH A
ASIS SSMA S 350S162=43 @ 24'OZMax. MAXIMUM 5.IDF*AUL LENGTH
ASIS SSMA_$35051'62 43;@ 24"O.C.Max. TT6 H c OF RAMI_G TO TOP PLATE'OF WALL FRAMING_WITH BUILDEX 1,0=19x I'TEK5.PAN HIEAD;5CREW!`vATH#3 DRILL POINT
ASIS SSMA S 350S16243 @_,24"O.Q.Max.
SSMA_S 350S16243,@;24"O.C.Max:
13'-O"l ASIS SSMA S 3505162-43 @24"O.C.Max.
113'-B"l ASIS SSMA_S 350S162=43 @:24"O.C;.Max.
{
[p=Sl--T -- llraBurldOn
i' CODE REVIEW
Professional Sewlce Industries
! 1749 33rd Street
O.
i Standard°Ridge; i Orlando,Rorld3
I
Plan Reie:William E.
Newry,III
3112'-204a.METAL:RAFTERS Iccirstasoao
AND BRACING,.5PACED AT LA auo0409
r 1
24°O.C.,MAX.UNE UP FL SMI-79,SMP-51
oLU
z d RAFTER5 TO LAND ON WALL
5TUD5 FOR LOAD TRAN5FER.
> I� l ioey,Associates,-,Ina
CertificatepEAothorization.
R6.27124,
r
I
`` �, R/alrli;.
50-0'MAXIMUM BUILDING LENGTH-30',0'MAX.FOR VAULTEDROOF Tat.O• Noa
Typical Roof.Framinq Pian p�
5CALE: I/4'=,I'-0" %(�`S XOR1OP:.�_�•
`'1s�ONALi.
These plans were designed in accordance with: Sheet Number:
Single Wide Metal Master Plan .DelipetL R2ENno.
2014 FBG 511 Edition
Haney Associates, Inc. '2011 NEC Lark Builders:' O.R.
EnoneeHng.&d Construction Planning. 12014 Florida Fire Prevention Code ■
eo.s•r3.e slew sc reser=shoo ssa ��6un; 409 Dixon Street: Ch�dBY: Date. S 1 4
+ For Wind Speed 160 rnph,Exposure C
Vidalia,:GA 30424 di- o4/09n2:
Sof 7
PSI APPROVAL 2015-05-24
� Approval Stamps:
t ,
ATTACH Poor FRAMING TQ;
TOP'PLATE OF WALL FRAMING
WITH BUILDD(:I;O-16z l TEK5
PANHEAD SCREW5;W(TH 43
DRILL,POINT ATG*. .'C..
5EE ROOF FRAMING ,
i ,
5CHEOULE POR RAFTER AND
.BRACING 51ZE5'AND SPACING { '
1i
1 1
1 1
2 1/2'x 02 CQRRUGATED.
ROOFPANELSFASTENED 3V'-20ga..METAL COLLAR TIE•,*.. %-20ga.METAL5Tu,D5 I`! .
LONG,ATTACFI W% (2)f.I'D 54F SPACED AT 24°O.C:MAX:
MfIl i0-14.x 3/4 HWH DRILLING GRABBER 5CREW5 EACH 51DE
TRAXX%I.AT 6"O,C.
5EE ROOF FRAMING 31'2:-20ga METAL-5TUD5. I OVERHANG.OPTION DETAIL
'5CHEDULe Fop
SPADED AT 24°'Q.C.MAX. 1 �LE`1.4--V-o'
zz O 5EE ROOF FRAMING. 3''-0'A 3 METAL HI!D FLAT
0
o . 3'-0°ABOVE'FINISHEDFCOOR
< 5CHEDULE_FOR FASTENING ATTACH TO.EACH 5TUD.W/:(2)
1? F REOUIREMt NTS. N 10 5ELF DRIWNG GRABBER.. _
CO. SCREWS (1)'INTQ EACH FLANGE ��� /rrfornlotion
i9 0' �� oBuildOn
' ATTACFt ROOF FRAMING TO .•d-+�.•+�+
5EE 512 FOR.SrdD 2 L/2`x 1/2 CORRUGATED TOP PLATE OF WALLFRAMING
AND FLOOR FRAMING PANELS(FA5TENED W/#8"x WITH BUILDEX r O.4 I V TEK5CODE REVIEW
Professional service lndustrles
lye WOOD:5CREW ATG' PANHEAD 5CREW5°WITH#3 174833rd Street
O.C.(OR EQUAL): DRILL POINT AT 6°O.C. Orlando,Florida 32839'
Plan Reviewer.William E.Neary,111
ICC A 5165040
VARIE5;_G-0"to auooaoe
-''\�_•
FLS -51
Typical Frame.Section 5EE ROOF FRAMINGHe,leyAssocafes Inc
SCALE::1/41=V-0'' SCHEDULE FOR RAFTER AND I I Cefcate of Au'thoriiauon
No:27124
BRACING SIZE5 AND SPACING' I: I
li
r .
1`1111
Fl ytlllr/.
31'2'-20ga.METAL STUDS, I I
SPACED AT 24'-O:C.MAX.
*•. NN *=.
b
2 OVER ANG OPTION•DETAIL SATE,OF`
' FSOR1...
s Sheet Npmbei
These planwere designed in accordance with:hes FBG s OILEL 12EN224
Edition Single Wide Metal MasterPlan, D��aar' P,ojectNo
FIaney Associates, Inc: 2011 NEC Lark BUlltlerS.
(S.EixgWei6r,iiig&Comistraictioxi,P]Launinjg: 2014 Florida Fire Prevention CodeS 1 r.
O.Bo>:348,Sh 6184'S:C..39582-P6one:55F616.760f1 409.,Dixon Street: Checked By, Date:.
P.
For Wind Speed 160 mph,Exposure C Vidalia,GA.30474 C" 04/09/12
6-oil,
PSI APPROVAL 2015-05-24
Approval Stamps:
•
2-1/2'x 1/2'CORRUGATED ROOF
PANELSFASTENED.WITH 1/4'-14 x
3/4'HWH TRA=] AT G'O.C.
,2Oga.1METAL BRACING,
ATTACH EACH END TO STUDS W/ % k
3"METAL BRACE AT 3'-0 (2)#10'SELF DRILLING GRABBER I 3/z METAL BRACE.AT 3'-0'
ABOVE FINISHED FLOOR, SCREWS,(1)INTO'EACH FLANGE '` I ABOVE FIN1.I5HED:FLOOR
ATTACH TO EACH STUD. ATTACH TO EACH STUD
W/-(2).#.10 5ELF-DRIWNG [NOTE THAT THIS BRACING 15 I W/(2)#10 SELF DRILLING
GRABBER SCRtVJS,(I-j REQUIRED ONt51DE WALL5 AS WELL GRABBER SCREWS;,(I j
INTO EACH FLANGE (BOTH SIDES Of EACH CORNER)] INTO EACH FLANGE
I• SEE 5,1.2 FOR SYdD AND FLOOR
R1E ,
VA5,.G-0°to;I3'&" FRAMING VARIE5,'G'-0°
End Wall Praming Option. End Wall.Framing Option:
SCALE: 1/4'=I'-0' WALL OPENING FOR[LAP THOSE SIDE WALLS ARE SCALE: 1/4'=1'-0'
'f0'BE FRAMED.;51)v1
SHOWN HERE FOR'.ENDWALLS
A�ga'' /lrfannutune
. 11
IPM.
.%2-,1/2',-x 1/2'CORRUGATED ROOF
PANELS FASTENED WITH 1/4'-14 x CODEREVIEW
Profess onal Service Indus
3/4'H"TRAXW I AT G°O.C. tries
- 1748 33rd Street
Orlando,Florida 32839
Plan Re i—er.William F-Neary,III
ILC A 5185040
�. LA#A100406
4'-D° 1 FLSMI-79,SMP51
6-0'Max. .V2 20ga..METAL BRACING, I Max.
ATTACH EACH END TO.STUDS W/
3�'METAL BRACE AT 3'-0` (2)#.10 SELF DRILLING GRABBER % BRA
3�Z METAL CE AT 3-07
ABOVE FINISHED FLOOR;' � SCREWS,(I)INTO EACH FLANG£ ABOVE FINISHED FIAOR, Haneypsgomnthoates.lhc-
ATTAC,H TO EACH 5T11D ATTACH TO EACH STUD Certificate of Authorizaaou
W/'(2)#I O,SELF DRILLING 1 [NOTE THAT THI5 BRACING 15 b W/(2)#10 5ELP bRJWNG No.271?A
SCREWS,(1) REQUIRED ON SIDE WALLS AS WELL GRABBER SCREWS (I)
GRABBER
(B
INTO EACH FLANGE I MOTH SIDES OF EACH CORNER)] ( INTO EACH FLANGE
NOTE THAT TH15 BRACING
.. - .. 15 REOUIRED•ON SIDE OQ `�,xCEN/ ��.L
. WALLS AS WELL(BOTH No 6 558
5EE'512 FOR SKID.AND FLOOR 5IDE5'OF EACH CORNER) * *_
VARIES,G'-0°to 13'-8° FRAMING, VARIES 6-0.'tb,l3$°
End Wall Framing Option End Wall framinq Option STATE of
SCALE: 1/4'=.1'-O' ;F ' ,40RI DNAL
Cj�=
SCALE: I/4°=1'-D" �'
//jrrli'ttt���
hese plans were designed in accordance with: jSheet Nuipber:
2014 FBG 511 Edition Single Wide M@tai MBSte�'Fl811 DeslgnedBy.: 1?O.RH 12EN224
hki22o,
+ 7 Haney Associates,Tnc. 2011 NEC Lark BUilderS
id Engineering&Construction,Planning 2014 Florida Fire Prevention Code 409,Dixon Streef S1 .6
Checked By: Date.,
x e.o:B.349,23t. i r,scx%n-emccaw-M&II600 For Wind Speed 160 mph,Exposure C Vidalia,GA 30474 C•L•A• 04/09/12
7 of 7
FIOR
IASL£2A-1650/17GC TABLE 2B - 140C
wP fU'16'-0' iRd' e•-i•ro xf S-0'LE - 120C
BL 2C - 20C UP N N'-0'
16'-0' >d
14'-0' Yd _
n.`°tiJw�,.uv1 o;si.�'vmuul y'i mlcw msmnl� �u� n mai 10'-0' 10$
iu�mWiww Ye+'�m mm mu eu 0'-0' IYd m
L 1B - 140C
mye,m .mom
24'-OmTM rd
pp 20'-0' Yd
�� mamq v ® mia.� e�m LL ae•+ma nsioao_ 16'-0' Yd
•�.® 11 0 6d a/11
®mar tv 12'-0' )d
e'-0' IYd
LS$
TABLE C-
sail N01e f
24'-0' Yd
IT118(IGi
d eaLQ� i® 16'-0' Yd Z
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TIE-DOWN DETAILS 0 ry Prn�reLss {��
NAL
r
va AP-1 OF�1