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Infomation
ai ToBuild Dn• E EDVER
Engineering•Consufting•Testing File, Copy
June 23, 2015 MAR 2 3 2017
PE 11�11T1'ING
Mr. Jim Richmond St. Luc a County, FL
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: Robin Builders, Inc. GA
Plan Number: 2010MM-14
Dear Mr. Richmond,
Pursuant to the requirements of the Florida Department of Business and rofessional
Regulations, the above referenced documents have been reviewed for complia ce with:
2014 Florida Building Code, 5th Edition
2011 National Electrical Code (NFPA-70)
2014 Florida Fire Prevention Code
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file in the Third Party Ag ncy office
of PSI.
All mandatory comments have been satisfied and plans are approved for constr ction by a
modular building manufacturer that is currently approved.by the Department o Business
and Professional Regulations.
If you have any questions or require my assistance in any way, please do not esitate to
contact me.
Respectfully stibmitted,
William E. Neary, 1
Department Manager
Modular Facilities Division
Professional Service Industries,Inc..1748 33'd Street•Orlando,FL 32839•Phone 407/304-5560•Fax 40713 4-5561
FL Engineering Business 3684
t
1 David Norris Engineering o ��
Engineering and Drafting Services .'
Commercial Plans • Inspections • Permitting • Specializing in Church Design
112 Cmlenan Road,Winter Haven,FL 33880 Phone:(863)299-1048
Email:d.norHs@earthlink.net P.E#32186 CA-A 8283
Fax:(863)291-4305
File,.COPY
May 18,2015
William E. Neary, III
PSI(Professional Service Industries)
1748 33`d Street
Orlando, FL 32839
Subject: 2014 FBC, 5`h Edition
Dear Mr.Neary:
The following plans meet the 5ch Edition of the 2014 FBC:
Plan tracking# Name
27715 _ 2010 MM _Robin/Ga.
� 2 f ,_wK•� LF� �OlO
27714 2010 MM Robin/Fl
27713 1R2010SW Robin/F1
27633 2010SW Robin/Fl
C�
Thank You f euraft n to this matter. .p` OF Z
Sinc—ely, . AL����`�
David Norris,P.E. 32186 J
S .LUCIVC�L;aTa RU1T nL°. nryIS30N
REVIEWED FOR���L�tti c E
id ,'r%LEVVE 1
nL��g�'� D PE>!Lh'I1DATE T>tZ[3ST BE KE UN JOB
OR N 0 INSpECTIO r WILL-BE TN L'�'r�,.
' a
File ®py
Building Code 2014 FBC, 5th Edition, 2011 N C,
2014 Florida Fire Prevention C de
Building Type Residential Lawn Storage Sh d
Manufacturer Robin Builders, Inc. FL
Agency Professional Service Industri s
Agency Plan Number FBCR2010-14 _
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
Floor Live Load 125 Psf
Floor Dead Load 8 Psf
Roof Live Load 30 Psf
Roof Dead Load 5 Psf
"R" Rating of Floor, Wall, and Roof 0,0,0
Modules per Building 1
Square Footage 675 R2
Approved for Hurricane Protection Usage No
Me Copy-C
w
L INC
Y,,,0NSq
GENERAL NOTES
1.Yt5 BYRUCYt7fE Fib56Er N DS1GNEt5lfJ At012b 4N ! 4TiTH'Ykf 2bt4 FBC, itr Ediiwn;'e0i iidi C,2014 12A�,yy►pE BE 1312 Tid4lN SWUM
OLiD COPPER ViHThI D.-
Florida Fine Prevention Code and ASCE 7-10 FOR 160 MPH WIND VELOCITY(3 SECOND GUST),EXPOSURE C pROTSG I�}S�� IEC 200$�• FLaCi UR$E mn a& VARY.
FOR PARTIALLY ENCLOSED BUILDINGS
vTH� t�C ES BE IN ACCCMAN CE MTN THE AISOYE CODE AND t3+0.LtJMiNUAt t�VINDOwB-TYPE.91ZE QUAI�t d1TYAND 4DGltT�+i MAY VARY. e„�
14,al�n�al LOR w t3f f jNcs �pTr:Q INurw..
A.BUILDING CLASSIFIED AS RESIDENTM LAWN STORA00.W126 PSF FLOOR LOAD.
NOT FOR WSTrATION. t�ggN�" P NU s
1 PLYWDO[i LMTii 2 LAA�'�k�:i�tS^1a r�
A.WRMf N DIMEMIONS S AM TAKE PREC8DERM OVER SCALED-DIMENSIONS.s 71Q' AND tB 18 FEET. "
S.OUTSIDE,OVERALL L DIMENSIONS GAMY E ry� LIMITS AS 9f }VYP1,BUT MEIIJEI R 1g i lgE 7Y 2"4!I£ FOR ALL CONNECWNS BAN WOOD
SPACING Oti""NOT ONMO L 1MPT$A VIA MIDI AML3 FRAM W
S.ALL ALL IFLOOR
I B-0M��E1 1D! t13YPKD 10J14-
��AVIRFFL�� O E HAILSPA
*0 T FLRID JOISTS ^ D
T,FOR t3 CQNTI"7 W{ V. IA£1NtPLER$ WITH
MASCidRY SHALL BE TREATFCi g
1788T10 1'O O 'AtN�N Tt F UN TIP M§IRL SPECrFLC .
$.TRUSS D£810NED T D SUPPORT Q E i L.L.s 30 PSF. ONF3 C1 1 B EWONTHLOCA14�U I2GNAE AL E
OA
9 AEL,ALLiMiNUA1$IDLNQMOUR TO 13E SW ALLOY CONFORNNO TO AM B•2LKi �� �� Mf3N#CIPAi GOL3E
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INLtM SIDINC3AND y��y _
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O1NFG 1ttOCBOTlIR
FLOOR I,kYE LCIAO:
A.46/125 PSF s I1 `•
11.LLflOR SHALL BE i"X "�EL TUB fRAMEtM�tH AM ALd1MINLIM ROOF LOAD:
i�AWEi,INSERT.ALUMINUM M AND AL d4 PIANO HLNL3E A'Ff Si,YiP# A.30 PSF3F
ALUM NUI+4 COOR A + tiEDg Td I xX4. INCLUDE �.i ri M ROOF SWW LOAD: { NA, BiIfPY
NA L ON QY 1ttlRY. A�PFtEH STEEE DOQFt9:TYPE. cE iLQRIRIAN. EeAMOREL
DOUR NEtt<JaT<.41)p Sc1.FEET I R Id1ClS:1.1 j t5 2 AA,ULTWAIE 100 MPH, wmf4 l i24 NpH BARKS1: ROALNEEN tS€
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a .c.soy.a.wr �� - ..� G.$W9d0 QIP�1tR£CATESxORY
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174s33rdsueer _ F, 449.3, —62,0 WINDOWS �3.1S—t$ 1 of 8
Orlando,Florida 328n 1
Plan Revfe m WMIam E.Neary,III ( r NONE
Ice 0 6t8im P{
EA#11004" i{
FL SId1.70,SMpSt •{..�
-06-04 FSC-2014
PSI APPROVAL 2015
FLOOR OETAILS
NOSE:
VARIES TO 5CI' O" N
PT 2X4(5)FLOOR JOISTS 24.OC 6!!I"X 24,IV HELIX(OR EQUAL)ARM
RFOR:AIL �
PT 2X4 jj6 RAIL MIOOEL MRA OMDACQ OREWAL FOZ K
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ew....a•ns•+.tv�.w.oa
CODE REVIEW o
Pro/esslo Wce lndusMes fC
7748 33td SUftt Street
Orlando,Florida 32839 f
Plan Revi-m VQ111am E.Nmy tH
e I 0
LA O000408 b
FL SM179,9MP-5i
A a„•.
- 8
v1 i0,VV1
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N a SOD CONCRETEBLOCKS. % OC MIN. TYPICAL 'FLOOR FRAMING AND TIS DOW ANCHORS$PACSO.T FROM
N.T.S. .EACH ENO.THEN MAX.&CENTERS.
�3(40 PLYWOOD T✓!sG EDGE
8 O IST FL00RR LO2DlSG T 24'OC t"d1LL SUPPORT 50 PSF LIVE fl READ 10A0 %=14 BWLQENS. 11 �
552 S. STATE ST,
P PT HE1►OER BETWE" LYOtiS, GA 3043E
BIOS 3"x.120 OWLS IF UNIT WITH 6' 8'. 10' 12, 13,9'" 012-526-3206
0-3-X.7Z0V FLOOR JOIST Z44 2X4 2Xa 2X6 2A
'A' 16' 16' 18' 28.5' 40.5'
2X4 PT HEADER BETWEEN 0 FLOOR SfETE AILS
SkIOS-3'x.120'NAIL86.00 a DOUBLE PT2X®SKIDS t '6' 40' 60' 04' 04' w
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PSI APPROVAL 2015
FRAMING FOR AMERICAN&CLASSIC,RUFT-Y�, 2Q�Z 7 X 4 ME C e51,��
HE ER DETAIL.MAXSPAlUS i�,-t3 EHIImWED:BYhil PF=' Tw,HEADERS 1.3x4 2.2M4 2"2X8M D 12 2at3A,9'X tl°`6OHNECTOFt PLATES® ® 3 �_ UN� HON1;WIDEi�t
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NAIL EA END NAIL EA EIdQ IQF1tL FA END AT R OENtNtit3
IL N FASTENING 1XA SYP 02 BF.L 1 INTO SLUG O
SILLS 9-2x4 I I1r X 12'28 GA.GALv.STEEL PLATE �QNn
TOP&BOTTOM OF EACH STUD (3) CO
(8)14V X.108"NAILS(TYP.) 2X4 SYP#1 KD 9tMOM PLATE
W z.120'NAM 8"BPACINO
00OUBLEPTVASKIDS I •-
MAX SPANS 4W �'- 13' 6" MAX.-- ^----1 AND VWNDOWS TO VARY S
NOTE POUR SKIDS UNDER I$'$'%MDE FLOORS ONLY I
FASTENING 3•.1307Xr
NAILEAEN p TYPICAL DOOR FRAMING:
END WALL FRAMING IetAX1l4WWI DOOR SIZE-
N,T.S, 1tI8NYX80'H ���
92
� .
� � rr lnfonnafiort
1X4 SYP iR2 PURL IN SURFACE NNLED 20 GA'2.6"Xq MITEK CONNECTOR Ri ATEl3 �`�� oBurldOrr
EMBPDDED.BY HYDRAULIC PRESS
WITH(3)7118"X 2"18 GAUGE EACH SIDE OF JOINT CODFa RFY/EW "
STAPLES PER CONNECTION Professfonal Servlce lndusfrfes '
(AL'1�20 GAUGE STEEL HAT CItANNEL 20 fJA 3'X 8"CONNECTOR PLATES
' ATTHIS CONNECTION ON 14'WIDE 174833rdstreet
Orlando,Florida 37839 .
(3)3°X.120 NAIL II UNITS Plan Reviewer.WIIBam E N-ry,III
�R Icc t1518s000
P CONNECTION 2X11 BOTTOM CHORDS ON IV,IT DELETE ON ONAMERICANA IA au00a0e
OPTIONAL EANE W IWAX- 8 94'WIDH UNITS ONLY AND RUFFY MODELS
FL SPA179,SMP$5
SYP 01 KD STUDS&RAFTERS 24"MM SPACING
SIL)iN13:SEE N0T6#14
IIeNe P.1,1,
90" MAX. INC. 1
4
1�18�YP� 1i sINIPONNE,oADo INTOswD
STUDS.TCOS-NAILEO TO BOTTOM
PLATE,(4)3-X,I "NAILS(TYP.)
V4 8YP OI KD BOTTOM PLATE.3'u,120 NAILS,10`00
RUFFY, CLASSIC,
1/ RICANA
/2'X+ 28 V.ST'EFJ. LATE ':. ' >1}f �' FRAANDMING
I N DETAIL
T{r,. FRALIING DETAILS
AT FAch ,,.t
13" S" MAX. F,
NOTE FOUR SKIDS UNDER 13'8"WIDE FLOORS ON
CROSS SECT 1 T 1 L �.----- :` ' "i -12 3 of 8
1 "a NONE
PS6 AP OVL..;21; -06-04 FBC-2014
F &&SSFRAMING FOR FLORIDIAN 61 DUTCH BARN
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(8)1.25'XAW NAILS(TYP.) p DS°N3153PO°P' A
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fi
®To Build On SIDING;SEE NOTI #id -- •f
CODE REVIEW X4*1 SYPKD STUDS
Professional Service industries
174333rdStreee 1X4PURLIN 1X4SYPKD'PUR IN 4ii?
Orlando,Florida 32939 i 112"X 12"28 GA.GALY,STEEL PLATE (
Plan Reviewer.William E Neary,III AT BOTTOM OF EACH.I UR N 1.3 ICE 05185040 �aI
LNauooaa6 (8) i,ZS+'x.1WINAILS(TYR) C NNECT q
FL SMI-79,SMP51 h+
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AX1 IS' 6" pCWMAS�L�fR�M,,P
N FOURBKD8 UNDER 13V r80 1Y .�e
J.
END WALL FRAMINGLLO
DOUBLE 2x4 SYP TOPRIMJOIST 3-3"X.12a'NAILSATEACH
OVER.2x4 SYP TOP PLATE CONT, STUD TO PLATE CONNECTION N.T.S.
FASTEN W12.3"x.12Q NAILS EACH 8
RO91
OFING,SEE NOTEfn4
DS
24 MA CU' SPI NG �.
ORy� ,
1X4 PURUN NOTE: ORi IONAL 3"NON-STRUCTURAL RAFTER Y OVES GABLOL��N�24'G�uTp�ERRgS WARING
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OPTIONAL T MANSARD ATTACH TO GABLE RIM W14-8"x.1217'NA1LS EA END
1 1J2"x 12"28G GAILY STRAPS USE DOUBLE bil SYP#1 IN"T"PROFILE MAX SPAN 144"
TOP&BOTTOM E-ACHSTUD DOUBLE STUDS AT CORNERS STrfCHW1V'x.12Q"NAILONV'CENT9RS
FASTEN W18.1 114"'x.1W'NAJLSep�!WALL
3"s.12D"NAILS ON SPACING8'• , ATTACH TO GABLE RIM W18.3 11,127 NAILSEA MID
I Y��d�1.m� FRAMING 552 S.
STATE�tS. INC. -
5B2 S.STATE ST.
2X4#�1 SYP STUDS Ly 912-52 GA 30430
' 24"O.C. 912-82d-328d
2,3"x,12X NAILS EA END
2x4#i SYP TOP ti 1X4 PIN BOTTOM PLATES
a•°*�CONT.
UD .
FLOORING SEENOTE#t8 FLORIDIAN $ OWCH
.;"• ��,
SIDING SEE NOTE#14 URN FRAMING
DETAILS
BOTTOM OF EACH STUD
w a ZX4(8)'FLOOR J0157 °�9CTt2010 rc.
Y YPICA►L CROSS SECTION *OAS NOTE 4 DF
SCALE: 1 j4° = 1'
PSI APPROVAL 2015-06-04 FBC-2014
BARN FRAMING MAILS 1X4 GYP#f2 PURLINSURFACE
00
X.120 NAf1.8 AT STUO 12 1 STAPLES PER COINNEditN o .
(AIM 28 GAUGE SVMf'WNT,,
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81MN H2 OREACH �J,
L
@81NC8 CONN N��y11 T!0.8'Tt1D �
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BCR PER DOUBLE 2X4
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r
AT TdP a180TTOM OF EACH STUD 1X4 PURLIN PE1. N
WM4(e)12�X.10w NAILS(1'YP.
MAX SPA 14 48' {3)TSO`7(TRUN CONNECTION �
FA9fEMING 3-'LWF.A E i
21TOP r1LATE Y11OttA
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E DETAIL MAX PANS 3 F I 15' b' MAX. TYPICAL DOOR PRAtA1NG'
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PRAO jo% ENE) WALL FRAMING
® ® N.T.B. �� c
12 " 20 oAEHn� JOINT
PLATES
MAX SPANS 22 a' 54e es° 12 F
16j'— 2X4#i GYP BOTTOM CHORDS ON 10',12•
FASTENING' E E 6A.13A'x 3• L EA E° ) 81�`S°WIDE UNITS ONLY
INAIL EA END NAIL EA EW tdAIL @A END
s6 VA
EQUAL DOUBLE TOP PLATE CANT.W OVER 2x4
CONSN APICFi10RD MIN PAC N�249S R RAFTERS 1
SIDING.,SEE NOTEW
1Xg4 P3U�RUN�Q_�[p�
�n Information PER"1.�I1vNELR'
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EACH 8TU0TO FLOOR CONNECTt GAlABREL EARN
CODE REVIEW V1t1TH(8)1.25°X.1D6°NAi18(T R p X �J .s��,d FITAMiNG DETAILS
Prolasslonal Service Industries ZX4 8177 '-' LA I L
174833rd Street .pHgt,^,
Orlando,Florida 32839 _,...-^-""—^' ..q� •1.ti
Plan Reviewer.Wiliam
E.Neary,111
6w - -
LA gU0e DOUBLE OAT 2X9 FL SMI-79,SMP-51 IKIDS - BCR2G10
15' b' MAX. � ,+'� " ' -3--15-12 5 of 8
NOTE FOUR SKIDS UNDER 136°WI FLOORS ONLY i t NdRSE
CROSS SECTIO DEBT
A� L"'2015-06-04 FBC-2014
HEAHEADE
DERS R DE AIL�AAX SP F IRsI FRAM{Att3 FOR 87EEL FRAME ROOF.PAmEL ATrACt1: i '
.-...a 8R> IALL$'ti ,..E'.[!UfTid ono Deer
1-2z4 2 2X4 ROOF PITCH VARIES tMfO z 3kS°LR b+T.d'1SpAClNO
8 apt ilia TO li 3XAM2 12
nML3.8(�- NOTE.GA ppORIENT'pp�{�(PNI5SYM801IC m 1
SINCE AN. 'CAN061NETTHER
p�
yy w
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FASTEn1ING 2- 4- i 4"1 4 BTEELSTUD —DOUBLE®7tfi1$ATDO OFENlNt3&
DIAGONAL WINDBRAGES
EACH END OF EACH WALL
ILLSPAN A.F eN{N
1BGAUGES E @ G
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9-3TO FLOOR W/1w z 2 i12°WA
d
HEAD LAQ iman
BOLTS 0 2'CENTERS A 116GALIGISTESILVWPIATE
MAX SPANS 40, O$L/DLE BOLTS EACH CORNER
6 EACH EDGE OF DOOR OPENING
FASTENING #10 x 3/4" DOUBLE PT 2M SKIDS
TYPE AND LOCATION OF DOOR$
13' 6" MAX. AND WINDO'MTOVARY
111 NOTE FOUR SKiDB UNDER 1898'WIDE FLOORS ONLY
r►
° END WALL FRAMING �R -
N.T,S, 108Vw x 7w H
s fpyg
SCITTOM CORD EACH RIB ��TOPOC B�rT'Tt#SA.PLATES �-�c-.- lnjomlotion $ � �
4 #tOrx H9R411
P@A�£ND T14ROUGH ROOF PANEL lW�oBuildOn � *.
RA¢t' AT24°MAK CODE REVIEW
2 NiQ x 3hb'BL:REUM$PER CONNECTION Professional Service Industries
17403$d Street
OVER Wj+�I,I. � BTUDt3 AWD IYLATE8
Orlando,Florida 32839
Plan Reviewer.Wllllam E.Neary,111
oPTICNAL EAVE 3°ii� 1LA 000406
18 G STEEL STUDS$RAFTERS 24 MAX SPACING FL SMI-70,SMP.51
r seYa/i.9i GM
SIDING;SEE NOTE#1A
90^ MAX. I , I�Base Rail or Top Rail
CONTINUOUS BELTLINE-l", � 1� "—"'� a g
T heed screw per corm.
BOTTOM TRACK COAT.FASTEN 1 "
Wl1/4•A 2112'WASHER HEAD 18 OAUCIE BTEEL "*""'°
LAti BCREYY�t EA STUD BOTTOM TRACK GOP{T. ° �_ �+-Swa®ed dtmpis with
.4p��w°' �. .118"dia.h to STEEL FRAM{NG
°.+ DETAILS
DOUBLEPT2Xl81UD$ a •., ::
' IS' Ce+° MAS ° SOR2010
NOTE FOUR SKIDS UNDER.1$'8°NOE FLOORS ONLY 13 ° ^'
�" —$-15-12 6 of 8
CROSS SECTION AI•` `- ` STEEL STUD DETAIL NONE
s'N. N.T.S.
T.S.
PSI APPROVAL 2015-06-04 FBC-2014
OR�a FRAWNG FOR PORCH MODELS
RAFTER SCHEDULE SE DOU R R r-A S'AISMAX.144", ax"now
US {N OR AN<59"
itttl(IBLE TRUSS OVER DOUBLE r�
2X4�S11106 NOTE GABLE ORIENTATION ISSYMBOUC
5�10,y4QLE CAN REIN EEIITTHNER
v to 2a GA,25'X 4"TRUSSPLATES I
N E y 12 EACH SIOE:.OFTRIl3S • ,�
TRUSS DOUBLE 7RElJSS Pf OYER fiCH"""'`&OUBLEW
25��- di
ROOFING:SEE NOTE#t4
1 ire X 12"28 GA.GALV:STEEL PLATE L
LIGHT 401 SYPKDSTUDS ig
TRUSS 2-3'x.120"NAILS
OUTLET-^� / EACH END O \
\ SIDING;SEE NOTE#14 -�
MAX. 1Z' {$)3"X•ON NAILS iX4 PURUN 1�72tyA SYPKD PURUN
1 CONNECTION 1 1P7'}C 1226 GA.GALV.STEEL PLATE IVpIL3� �
ROOFRAKING TOP 8 125T x.OF EACH STUD
r ($j 1.a5"x.105"NAILS(TYP.) LCONNECTION
. . 2X4($)FLOOR 401ST DOUBLE PT 2XBSIGDS
Ru M i UXM7ORF EING
2.5"x 4"20 GAUGE PLATE DO��srUBLE PT I SS [�� t /M�AX. 13 4 f
Al IP S CINQLY NAILS ER 13r_%W
1 br��Y Pal l—
���a" Prfdrnuttion E� ts. .
l�SuiWOn .p
2X4PTNAILTOUNDERSIDE ' $x oz
8zt2 18GGALV.PLATESON 0 TRUSSE823"x:tZOGALY CODE REVIEW M 4i
2 OUTS'1E SURFACES OF 4x4 POSTS NAILS ON B SPACING Professional service lndusfdes
10•S`5f0."t20"GALV NAILS,EA PLATE 174833rd Sfreef
Orlando,Florida 32839 ROOFING:SEENOTE#l4
Plan Reviewer,Wllllam E Neary,III
PORCH DETAILS
ICC )-79, M
LA#000409
FL SMI.79,SP-67
N.T.S. OPT16NALS'� Rj04J01 C TOP
NON-STRUCTURAL SAVE
OI NI
DOUBLE 2x4 SYP PT TOP RIM JOIST � O va •aeon+ dr
TRIPLE 214 01 SYP, OVER 2x4 SYP PT TOP PLATE CONT.
CORNER STUDS FASTEN WI 2-T x.120 NAILS EACH 8'
2f4 SYP PT TOP
OPEN PORCH AREA PLATE CONT
MAX$'SPAN WALL TO CORNER POST ROBIN BUILDERS. INC, -
2X4 a1 SYPESf 4x4 PT F'4S7 S AT EACH 2X4(11 SYP STUDS LYO S.STAT�0456
ST
a•3"x.120 NAIL NEAT END SURR ORNER 24"MAX SPACING 2X4#1 SYP BOTTOM 912-526 3266
PLATE-INTERIOR
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PSI APPROVAL 2015-06-04 FBC-2014