HomeMy WebLinkAboutProduct Approval RA M0Wbd=d8U1*9 PIVM
1040 North MWftftW
Mine
P'. T"wm,Flonda MOM
Regulation Ph=$M.487.182.4,FAX MAN 00
IMSectilloovemor
September 03, 2016
Lewis Hartley
Robin Builders,Inc.-FL
Post Office Box 1067,14915 Hwy 27 S.
Lake Wales,FL 33859
RE: Manufacturer Certification, ID MFT-55;Expiration Date:August 23,2019
Dear Lewis Hartley
It Is my pleasure to inform you that Robin Builders,Inc.-FL,located at PO Box 1067,14915 US
27 S.,Lake Wales, FL 33859,has been approved under the Manufactured Buildings Program,as
provided for under Chapter 553,Part 1, Florida Statutes,to manufacture 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 property
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 MIJ517 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 SCIS(_wWAJkWdabUHdJng-gTa)for online renewal. If you have questions
you may contact Robert Lorenzo at 850.717-1835 or our FAX at 850-414-8436.
Please visit our website at www.florid&ulldlnQ.ora to see valuable information on the Florida
I
Manufactured Buildings Program,A copy of this letter must accompany applications for local +
building permits. r,
Sincerely, FILE "' OPY
Robert Lorenzo LY
Manufactured Buildings Program
cc:Professional Service Industries
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G l NERAL NOTES.' a<,
I THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2014 FBC,5th Edition,2011 NEC, 12,ALL WIRE SHALL BE 412 THHN SOLID COPPER WITH GROUND.WIRING
i 2014 Florida Fire Prevention Code and ASCE 7-10 FOR 160 MPH WIND VELOCITY(3 SECOND GUST), PROTECTED PER NEC 2006 ED.FIXTURE LOCATIONS d TYPE MAY VARY.
EXPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS t
2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 13.ALUMINUM WINDOWS-TYPE.SIZE QUANTITY AND LOCATION MAY VARY-
ALL OTHER APPLICABLE CODES.
14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED.ALUMINUM, 1 r
3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.50/125 PSF-FLOOR LOAD, MESA ALUMINUM,4"LAP ALUMINUM 516'.PTT-111 SIDING VINYL SIDING �4
NOT FOR HABITATION. WITH ENERGY BRACE BACKER;FIBER CEMENT PANEL 8..STO"STUCCO ON A7
518",DENSE GLASS GOLD OR SUNTUFF.:ROOF.COVERINGS INCLUDE ALUMINUM '.,y�¢nm
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR SHINGLE ROOF OVER 516"PLYW000 WITH 2 LAYERS OF 15 L0.FELT OR `T s,i a T.
PERMATILE OVER 7/16"OSS AND 15 LB.FELT. ! or
'S.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 15.USE 7116`X 1 3/4"16 GA.STAPLE FOR ALL CONNECTIONS BETWEEN WOOD z g I O w
i SPACING SHALL NOT EXCEED LIMITS AS INDICATED,. SIDING/ROOF AND FRAME. .�%ma.r N .` ?,
6 ALL LUMBER TD BE, SYPKD 16.314"PLYWOOD FLOORING SURFACE NAILED WITH 3"X-120 NAIL SPACED 5"OC M Z
,EDGE/10"OC FIELD- ¢1m IM 3
.. >7,ALL WOOD,WITHIN.6',OF..,GRADE.CR IN,CONTACT.WITH MASONRY.SHALL BE.TREATED.. ._..__............... *=Wt !
zr
.FOR-GROUND*CONTACT WIGALV.FASTENER Sz
17.FOUNDATION,FOOTING AND ANCHORING D UNIT WILL.BE THE OWNER'S
RESPONSIBILITY. CHECK WHE LOCAL CODE AUTHORITY TO UTILITY 'SPECIFIC •e -� p
•8:TRUSS DESIGNED TO SUPPORT D.L.*L.L.=35 PSF REQUIREMENTS AFFECTING iFHE INSTALLATION;SETUP AND UTILITY fq� Ta _.•I',,r J I'
'•' CONNECTIONS TO THIS BUILDING:THE.PURCHASER ASSUMES:ALL t
ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209;-- RESRONSIBILITY FOR COMPLIANCE WITH LOCAL.COUNTY OR MUNICIPAL CODE
32,000 MINIMUM YIELp STRENGTH- REQUIREMENTS FOR THIS STRUCTURE:
10.USE#8 X•314"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 18..ROOF DRAINAGE PSR 3.4 8 R903.4 r
:ALUMINUM LAP SIDING AND FRAME.USE 48 X 1"WITH 1/2"ALUM,BACK NEOPRENE 1� l+ J g r P
/
'SPaCING AS FOLLOWS.CONNECTIONS BETWEEN ROOF AND FRAME. 1`\`\�fR � , STRUCTURAL LOAO�LIMITATIONS ^rte s
'ROoFISIDING`-PERIPHERAL'MENABERS 2.1/2"OC �� �� "'�••.� jj
' ROOFISIDING-INTERIOR MEMBERS 5"OC ��. Q"I� ��.�{II 7Q�,✓� FLOOR LIVE LOAD: ROBIN BUILDERS, INC.
SIDING- 12"OC BOTTOM PERIMETER.. �°`. �: \.. ¢`• •_�p ,fi A 50/125 PSF 0.80I( 1067 '
... rv~� :J• pp�� ROOF LAM LDAO:' �p¢�r3 WALES' F II3B59
NO.32186 A 30 PSF In '3)Eye—i2std
11.DOOR SHALL BE 1.X 1"STEEL TUBE FRAME WITH AN ALUMINUM A.
ROOF SNOW LOAD:
PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH ,/'�
'.ALUMINUM RIVETS.DOOR'ATTACHEOTO VERTICAL 2X4.OPTIONAL DOORS INCLUDE �� — Nor aPPucaaLE .:
DOUBLE ALUMINUM'DOORS.GARAGE OOORS,'AND PREFIUNG'STEEL,DOORS:.TYPE. • — WIND LOAD: ,SUBURBAN, STUCCO
SIZE,QUANTITY,AND L•OCATIO_N MAY VARYs DOOR HEIGHT<a 400 SO.FEET PEB 1006,1,:1(BJ 8,R311.2 ~i• 1 L(�j.—�' A.ULTIMATE 160 MPH.NOMINAL 124 MPH :•RFLORIDIAN,;PINEY_
`: 6TA7E OF B.RISK CATEGORY I BARN, GREENHOUSE
Ir((pir4aNldn "P r/1 CL''AS$IC, BUFFY
7118ri@lOn .i. J` C.C WIND DRDSURE CATEGORY
: ++•�A+ l Q ``I �. t \ [� •AMERICAN STEEL
_ •rj�. .�.Q,,�10 t �� \ O.GCpI a+--SS INTERNP/._pflESSURE Ar
CODE REVIEW j trtr
rrvranaron.l servree mduaer.a rJ`-. "•-••fe • ~ � E.+39.6,-42.9 PSF'ODORS
una iao,Fsando asaa9 ��///j ON?,L F.+{9.J;'=62.0 NINDOWS, '2010 5 ..,
P�..ro,.!....,.YnIIL,E.N".,Y,HI loll I of A.
Icc eslasoao �(}, ¢yq, Q-py, ,,ppp/,
.. ii em%ao�s�Ip-sl !'B 2 3 20 2 � NONE
PSI APPROVAL 2015-06-23
NOTE: LN13 9ER
IDENTSIDE WALOW 'ato
VARIES TO tO, 0"
Q
PT 2X4(6)FLOOR.JO,(STS 24"I OC• 5181.X 24"S'HELIX(AOR'EOUAL)ANCHOR FOR SOIL o M.
.. PT ZJ(4 6)RAIL MODELMRA(824D CI)OR•ECIUAL OR ROCK "r
a
it. : >; PT DOUBLE 2X6 SKID i: •(3)3 �r)2q NAILS �.-. 5 GALV,STRAP OR CABLE OF 4750!(CAPACITY a w
�.8:. }• �)'lit
::
W
i
'PVo.321.8 '
9 VARIES TO 13' 9"� .s. - "- _ •' ,...R��� I :a:
STATE:OF •;���
�1
A '�
W�W 41
: 55
o .... .6' „WIDE UNITS ._.. L1 3`X 120 NAILS PER CONNECTION .. .N F m >O
PT ppX4FL'00 JOISTS 24"OC
10'•14'WIOE UNITS (AI \:-:2--(OR
$ pT 2Xfi FLOOR JOISTS 24"OCTYPICAL FLOOR F R A M I N G AND 1DOWN ANCHORS SPACEOT2 FROM
KS �. p J '
N.T.S. EACH END,THEN MAX.8'CENTERS, IN
m �l�fru�'Ikriiur _
3/4"OR 5fB"SF PLYWOOD •,.; a-.�-a.,• .�:w°'
. .. ... .. .. _ _ _.............................. r. w,.n.,Pq:._
•��� CODE REVIEW "'�� _ ��� � •
' ProtvvalaNaf Sorvim lnWSNlev wum
FLOOR JOISTS AT 26'OC WILL SUPPORT 50 PSF LIVE 8 DEAD LOAD OB b UI OFTRS INC
2X4(6)PT FLOOR JOIST FLOOR LOA01 G. orlvffEo,Ffur(Oa u975
PNn Hovbwr:Wllllan,E.Noary,111 � ``LL,,
�. I.nn auo n
2G GA.GALV.ANGL PLATE UNIT WIDTH 6' B' Ip' IZ' 1319, FL SI.IIT9,6fAP51 -
6.3"X.120 AILS ER PLA
X. FLOOR JOIST 2X/, 2X6 2X6 2X6 2X6
•,". 2X4 PT-HEAOEP. 16' I8" IB' 28.5' 40.5• UBRURBAN, STUCCO
PT DOUBLE 2X6 SKIDS,
.. _ ,LO IOIA , PINEY':
'fi' 6G' 60" 06" 66" sell -PARR, GREENHOUSE
c NOTE: OUBLE ZX6 SKIDS DADOED 1,25'DHE PTp ECEIVE 'CLASSIC;BUFFY
e' pp TEACH � AMERICA�•IA, STEEL' 'r
FLOG JOISTS.f4)3"X.120 NAILS A FFg(O�R 12S PSF FLOOR LOAD.*�I�OC eM 76.OC FLOOR JOISTS CAN '
CONNECTION. WITHSA CENTER SKID PN�EANIFXT�8 oI0DYl5 P�ACEO LU•lOCR6EACH 1 X2010 SW
OUTSIDE WAIL.
FLOOR DETAIL�A -,5-12 2.of"'
N.T.S. ! ._ NONE
PS':I.APPR,0VAL 2015-06-23..
L
- - FRAMINGFOR'SURUR.BI�Qt�IF�1711� , EtS' - -- ,
RAFTER,SCHEDULE'Z%d RAFTERS 244 O C. ... - x'13 OF
STATE
f -USE SINGLE RAFTER FOR SPAN 9BI
USE OOUBLE2X4(igFfER FOR SPAN
MA 1441, , NO ':;.SDIINRCE GOABgN,L.<;.E..p,C.;.(1N B E IN.'E.ITH ER ..,.•��/��'Y//•"�OOFRRaU1''6`.,•E'i•�"��'���A\\
\;
DU8:ETRUSS � h"9
2X4 TUDS :' ...:
TE:GABLEORIENTATION IS SYMBOLIC lQad'A1-
20 GA.2.5 �CTOR PLATES L�ATESECTSSAHSIDE
�or
..: I .... .. .:.,
KINGPQST ON TRUSSES>99''.. 2.5 112ROOFING SE NOTE 014 '- W
. .. 11R'X5'Z6taA.GALV.STEEL PLATE
-
'LIGHT X4:Q SYPKD STUDS ,<
f
TRUSS ' I )ND RAFTERS
OUTLET �. OUBLE ZX4
SIDING:SEE NOTE 014 I' R'
.f
.Q
" 1
(613*
CONNECTION 1X4 PURLI
%.120 NAILS { O
PER CO C
1 12'X T 26 GA.GgLV.STEEl.RLATE N 1X4 SYPKD PuglMl
((3 7l16..X 1 R4'
(Bl 125'%.105 NAILS(rYP,I SPL
CONNECTION
. RY,�O�P- f R P-T11.1��Y X11 G .. 2X4(61 FLOOR JOIST
DOUBLE PT 2X8 SKIPS
.. N.T.S_ TVPICALIDOOR FRAMING
Il DOUBLE 2X4 6 MAXIMUM DOOR SIZE
J 11 RaI or Top RIB (1•(Bl:t:12 SLOPE MAX. 13' 9"�I1 120 W X B4'H 1
DOUBLE 2X4;MAX.12'SPAN r p fes;a U
3 END WALL FRAMING � =4 I Co
—(— x10 Type A Screw W Ia O.:!
I ,,� N T.S. .I, h La
2X4 1 0>
I�• 2X4 RAFTERS 2F O S..' �'. oa•' o
Swa9atl dimple v-01h OOUB�I.E X4 FOR SPAN<i V PAN 9B'
e }O
' - ENOTE
11.1f1'Ym
1a"dIa..No OPT4,0114(kL-...SLQPE—.RO-C)F—.F—RA' M4-WG- 'T r ..----------- P +(..
ROOFING:SE f
,v.
— -1518'n3112".03B Sleel Stud
r'
J oat
NOTE: THIS NON.STRUCTURAL FRAMING (erriuuka
OPTIONAL STEEL STUD DETAIL DETAIL MAY VARY.'FLOliID1AN 7 4 11 99 111'
HAS NOOVERHANG,'BARN'
N.T.S. MAAX.WFAS 9HaJG 156% CODE REVIEW rdti
" P ro l I s rtIt f a f!
' TYPICAL WIN.FRAMING - 17401Jrd Shelf
NON LOAD BEARING AREA_VEROOOR '•' 141,111,Pm1ee y:as R0811J•BUILOERS,INC.
•2X4,TOP PLATE• fx... 2X4'N2STUD9 �,no Aa:o n,:nnum El.nry,m '•'PD BOX'1067 N
2d•O.C: 2X4032 SVP STUDS ,cuslassal I (.AK +WALES FL.73659
24'O.C. �olowou dB67�
63 92
..1L)9:efAR51 l
m 1X11 PURLININTO PADDED .. FLOORING.SEE NOTE 1116 w.......— ..
C. 1XQpURLIN INTO STUDS SUBURBAN, STUCCO
• '^ oAoOED INTO I FLORIDIAN; PINEY
STUDS /
a' 99'• SIDING:SEE NOTE0414-----------
MAY— I, BARN.,GREENHOUSE
" STEEL'FRAME
' DOUSLE•2X 2X4(61 FLOOR JOIST
.e I, i 2010 SW �1
... ,.,
1X4 BOTTOM PLATETYPI:CAI11
SI®E lA9,�LLL FRAh'IONG Ir,"
`
SCALE: 1/4
PST APPROVAL 2015=06-23
CON
(4)3"X.120 NAILS PER DOUBLE:..., 4 I— 20 G EACH SIDE OF E JOINT NECTORPLATES x.k.
2X4 CONNECTION
r�
9 /!„ ..20 OAF3'X.6 CONNECTOR PLATES , n a
UNITSIONCONNECTION ON 13'WIDE' .cqNo.321186 Co I
c!,I
i
"o• " a 712'x 5"28 GA.GALVv STEEL PLATE +
t f _ (6)125"X.105'N?.ILS DOUBLE 2X4 STUD&&.RATTERS a vi .•
1 0 UBLE 2X4 ;; STITCHED W73"X.120 NAILS 12"OC t~Qi
STATE Or
:. X4 I a O o ,
..:L.•�,i{(y \ .. .1X4 PURLIN .;. 1 3)7/16"X 1 314"
�PjAt- Y\\-• 1 112"X i0"26 GA.GALV.STEEL-PLATE.. STAPLES PER CONNECTION
(6)-7.25"X.105'NAILS(TYPJ
p� j ��—iXM1 BOTTOM PLATE:!
;. � .... G
DOUBLE PT 2X6 SKIDS 4 ,
TYPICAL DOOR FRAMING;
V �i�^�.
13' M%AX. MAXIMUM DOORs$IZE-
1207WX84"H
END WALL FRAMING i
r4.r.s• i u..
' 1X45YPKD ON 6'&III WIDE UNITS ONLY
05
12 flulnatlrOn w 4 a
1X4 RURLIN ' 20 NECTOR PLATES r z
(3)7(16.X 7i 314' 4 �J - G EACH SIDE OF JOINT r+`r•+4• )^ +nw 0 m F.->4;
STAPLi<S PER CONNECTION`-�\ '. ... --......, --_ - ,. -'^"CODE REVIEW m:
20 GA 3"X 0-CONNECTOR PLATES vrot e.lonoe servrce r,+nvamee q ^z u
DELETE OVERHANG-ON RUFF,Y 'AT THIS CONNECTION ON 73'WIDE r�au acre sneer # +tj
&AMERICANA'MODL_'•'S - - --% -"" UNITS ONLY orru�no,Frorra,aa:n ..q z o J
G Mnn M:nwn W a+am E Ncary.m O u J J
2X4 8OTTOM CHORDB_ON 10,11' +cc a u+u�mo 00.1c
7
t &IT-WIDE UNITS ONLY ueuaaaoa
FL6MI�N t..
16" 2X4 STUDS&RAFTERS 24"O.C.
(3),3,'X.120 NAILS
PER CONNECTION
•92" MAX. - ROBIN BUIL0ER5,INC.
._. ... .. .. PO BOX 10 . .V..
0
lAK[aWALES'FL.35859
PURLIN MAX.6PAN((IN UNDER'BEARING (863)WALE 4
(3)7116"%1314" E%TE�IOR WALL
7.1f2"X 10"26 GA.GALV.STEELPLATE STAPLES PER CONNECTION ,
(6)7-25'X AO5"NAILS(TYP.) + 2-2X4 2-2X61
' 1X4 BOTTOM PLATE '
.. A-�FILLER.-1
.. _ B .:, BUFFY; .:. `.
............ ..
•• •-
-: HEAOEfi`fYPE MAX.SPAN
CLASSIC
DOUBLE
;. PT 2X8 SKIDS I AMERICANA_
13' MAX. { B 9fi.. ,...v..:::.,..„...
I + �"2010.SW
CROSS SECTION DETAIL .-1s�;a 4of i
N.T.S.
W.NONE
T e;, c .: �.�� ;: _ .f-RAMINQ.FOR•RUFFY,CLASSIC ANO,AMERICANA MORELS
I '
PSf APP,ROV4L 2015-06-23
USE 112"DIA.RED HEADS "APP
@ 2'FRM EACH END& cil 8'-0"O.C.(MAX) a..r
PATIO.ANCHOR MICS-2 DO��
OR APPROVED EQUAL
• W/2 1/4"MIN EMBEDMENT N N N
IN 2500 PSI CONCRETE 035 GALV.STRAP OF 475011 CAPACITY m I
9k M cLn
= il� Y, M
.035 GALV.STRAP OF 4750#CAPACITY OR EQUAL vi
STRAP IS THREADED IN
THROUGH SLOTTED BOLT Q
AS THE BOLT IS TIGHTENED, DOUBLE PT 2%6 SKID x
THE STRAP WINDS AROUND ~' of
THE BOLT SHANK. 4 < d'a
d 4 ��- O a
4 O
31/2"0ONCf2ETE SLAB. d I'
w 30
6X6#10!10 WWM of,
OR FIBERMESH a a
DOUBLE PT 2X6 SKID q
O sc._�
kpptvvad By cc
2"(ORA")X 8"X 16"CONCRETE BLOCK .Yo
BLOCKS&TIE DOWN ANCHORS SPACED 2' Rlohaf.1d L VIlU0di zLI
FROM EACH END,THEN ON MAX.W CENTERS. W a 1 u
xx
H�er�ulae Bxitdlug Yypalma ExmtJtiluer F71uslda Caxii�e�ie „ (n a:
c TIE DOWN ANCHOR: 5I8^'X 30"•TWIN+4"HELIX(#300HC2)OR r7 w W N (L OO 0
5/8'.-X 24!'-6"`HE�1X(424SH)OR EQUAL FOR SOIL �' _j O j
MODEL MRA(#24DAC1)OR EQUAL FOR ROCK v x rn
o TIE ®OWN TO SLAB : o o
H SCALE:1"=1' Z c.I W m c o z
} 3
TIE DOWN TO GROUND
2X4 SYPKD STUD 24"OC q x
SCALE:2"=1'
1/2"EXPANSION EIOLT @ 48"O C cii o a=3
2114"EMBED WITH 2-X 1/8"WASHER
2X4 PT BOTTOM PLATE
31/2"COIyCRei-E SLAB
�- ROBIN BUILDERS,INC.,
4/ M W
0110 1
6X6#1WPO BOX 1067
dd OR 0110 LAKE WALES,FL.3385•
. r FLOOR JOISTS AT 24.OC WILL SUPPORT 5'0 PSF LIVE:B DEAD LOAD d (863)638-1294
m FLOOR.LOADING. 20
e (3)#5 RODS(MIN.3"CONCRETE-,COVER)..
~ UNIT WIDTH 6- 8' 10' 12' '•13":9" ,
SUBURBAN, STUCCO
n FLOOR JOIST 2X4 2X1. 2X6 2X6 2X6 b� .19 ' NOTE:BOTTOM PLATE IS ATTACHED�'�WO`STL945:• BARNFLOR1DIGREENAN IHOUSE
WITH(2)3"X.120 NAILS&WITHYi;•`A/12': •:.,,
'A' 16' 18' IB' 28.5' 40.5' X14"26 GA.GALV."U'STRAP.;p tXCH€.�".:. CLASSIC. RUFFY
e STUD TO BOTTOM PLATE•CONNEC:TION;:::. AMERICANA, STEEL
a 'B' LO' 60' 04' 84' 64' I (10)l 114'X.105 NAILS PER{STRP. - `
A .';.
12"— NO"U"STRAP ON STEEL/GREENHOUSE:::;
m .`2010.SW
a FOR 125 PSF FLOOR LOAD 16'OC OR 244 OCTObfi, p STS CAN `3-15-201 5 of 5
s BE USED SO LONG AS DIMLNSION'B'•IS:•DIVIDED',EOU41';G.Y.P.O 42'
WITH A CENTER SKID AND AN EXTRA'SK1D"IS P.L'gGEa.'UPIpEWEACH AS-NOTED
OUTSIDE WALL. T I E DOWN W��I.T H O O T F LO OAR•
_ '1e7*•'11+g.