HomeMy WebLinkAboutEngineering RECEIV;D DEC 18 1015
FLS': ManufactuINOred Bwlfto Program
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toffs! ,na �� �� Tall ha_.see. Flarkla 323 .OM
� t] ���?o •h�raa;$59A87.1824Fax;850,414MV
Ken.Lawson,Si?cretafrj Rick Scott,Govemor
May 22, 2015
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: October 02, 2016
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 I, 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 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 (www.floridabuilding.org) 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.floridabuilding.org to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
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Modular B:eUdIng Plans ETnminor Morl4a Corti aloe'RA It!. I G 4; g
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GENERAL NOTESHoe iv
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BDG. a
CODE-R AND ASCE 7 FOR 160 MPH ULTIMATE WIND SPEED,(3 SECOND GUST) 12.ALL WIRE SHALL'BE#12 THHN LID COPPER WITH GROUND.WIRING Cz
EXPOSURE B FOR PARTIALLY ENCLOSED BUILDINGS. PROTECTED PER NEC 2008 ED.E� TURE LOCATfONS&TYPE MAY VARY.
13.ALUMINUM WINDOWS -TYPE,;11ZE QUANTITY.AND.LOCATION MAY VARY. I I
Z'.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND r4}
ALL OTHER APPLICABLE CODES. E �y >N- �y , j
14.OPTIONALsEXTERIOR WALL COI ERINGS INCLUDE CORRUGATED ALUMINUM, o. °TQ
3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.501125 PSF FLOOR LOAD. MESAALUMINUMr4"LAP ALUMI M,5/8"PTT-1�1 SIDING,'VINYL SIDING �W '
NOT FOR HABITATION. WITH ENER Y BRACE BACKER; 1 ER CEMENT F�ANEL &'STO STUCCO ON N a0 t
5f8"iDENSE.LgSS'GOLD OR SU TUFF.ROOF COVERINGS INCLUDE ALUMINUM - ,c rMn m i• i
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR SHINGLE R'OF OVER 5/8"P WOOD WITH 2 LAYERS OF 15 LB.FELT OR v J v
PERMATILE OVER 7/16"OSB AN5.LB.FELT. o
R"
m 5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 15.USE 7116"X 1 3/4"16 GA.STAP•.I FOR ALL CONNECTIONS BETWEEN WOOD W :2 2F°f CL w w _
o SPACING SHALL.NOT EXCEED LIMITS AS INDICATED. SIDING/ROOF AND FRAME. i Li N
G.ALL LUMBER TO BE#2 SYPKD ��itea^ z
N 16.3/4"PLYWOOD FLOORING SURF CE NAILED WITH 3"X.120 NAIL SPACED G"OC o u_ c
EDGE/10"OC FIELD. N W 00 q `
0 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED �, ^r U a
FOR GROUND CONTACT W/GALV.FASTENERS. q z
17.FOUNDATION,:FOOTING AND A HORING OF UNIT WILL BE THE OWNER'S
S RESPONSIBILITY TO CHECK WIT LOCAL CODE AUTHORITY TO VERIFY SPECIFIC �c 3 (Ad
8.TRUSS DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. REQUIREMENT&AFFECTING TH NSTALLATION'SETUP AND UTILITY q z u o
o OU.J.l
CONNECTIONS TO THIS BUILDIN 'THE PURCHASER ASSUMES ALL U o a
9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, RESPONSIBILITY-FOR COMPLIA E WITH LOCAL,COUNTY OR MUNICIPAL CODE I
< 32,000 MINIMUM YIELD STRENGTH. REQUIREMENTS FOR THIS STRU .URE. I
10.USE#8 X 3/4"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 18.ROOF DRAINAGE PER 1503.4&� 903.4
ALUMINUM LAP SIDING AND FRAME.USE#8 X 1"WITH 1/2"ALUM.BACK NEOPRENE Hs n.a.m/mw pei
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS
SPACING AS FOLLOWS: I'
ROOF/SIDING-PERIPHERAL MEMBERS 2 112"OC
ROOF/SIDING-INTERIOR MEMBERS 5"OC R '+s1 FLOOR LIVE LOAD: ROBI BUILDERS, INO. �
a
'SIDING- 12"OC BOTTOM PERIMETER. C/f ;I A. 50/1.25 PSF PO OX 1067
ROOF LIVE LOAD:. re63 638ES{2FF4 33;B59 i
O1 A. 30 PSF I
w 11.DOOR SHALL BE 1"X 1"STEEL TUBE FRAME WITH AN ALUMINUM
p► V.ED'
PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH "'yq' ROOF SNOW LOAD:ALUMINUM RIVETS.DOOR ATTACHED TO I
DOUBLE ALUMINUM DOORS, ARAGE DOORS.AND PREHOUNGONAL DOORS STEEL DOORS.TYPE,
R/ '/ -,���A�"A'��f'I NOT APPLICABLE .
" 7•�'V�,/N'V'Gt\•1 WIND LOAD: UBURBAN, STUC 0 i
SIZE,QUANTITY AND LOCATION MAY VARY.DOOR HEIGHT<=400 SQ.FEET PER 1008.1.1(8)&R311.2. j A ULTIMATE 160 MPH; NOMINAL 124 MPH FLORIDIAN, PINEYI
�` t3. RISK CATEGORY t BARN, GREENHOUiSE 'I
C. 8 WIND EXPOSURE CATEGORY CLASSIC, BUFFY i
D. GCpi - +-.55 INTERNAL PRESSURE AMERICANA, STEL
.•�� i,V � E. +39.6, -42.9 PSF DOORS. I
+49.3, -62.0 WINDOWS t20Ia� �� ril•.:
0 5
5-12 ~1 I
5
ONE
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Plan No. G7 6 S
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" _a sr,, E33Eat�.F�P�n�P✓ahtF.'�Ener�PorP�n ....+:,•��•
i
N `'E:ADDITIONAL SKID.PLACED UNDER IO O ��
Q EACH OUTSIDE WALL ON 13'9" co 3 {
VARIES TO 50' O" 1 ,WIDE UNITS m m j
PT 2X4(6)FLOOR JOISTS 24"OC 5l8"'; 24"6"HELIX(OR EQUAL)ANCHOR FOR SOIL f N 0 I
PT 2X4(6)RAIL MO L MRA(#i24DAC1):OR EQUAL FOR ROCK o
EPT DOUBLE 2X6 SKID (3)3"X.120 NAILS !!! w
D .039 ALV:STRAP OR CABLE OF 4750#CAPACITY Lq i
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AI v 0 a
Lhni: O 0 4' .
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NDI w &Z3�
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:"APPROVED" U as
B VARIES Tb 13' 9" DOCUMENT
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0 6'-8'WIDE UNITS (4)3"X.120 NAILS PER CONNECTION ;� q Z 0 z )
PT 2X4 FLOOR JOISTS 24"OC .I
10''-14'W IDE UNITS 3 r a 4j
r PT 2X6 FLOOR JOISTS 24"OCT Y P I C A L FLOOR F R A Ir/I I I�G 2 (OR'i3,")X 8"X"16"SOLID CONCRETE BLOCKS N=4)O ::
o AND I I DOWN ANCHORS SPACED T FROM A 0 0¢n "
N.T.S. EACH'�� NO,THEN MAX.8'CENTERS. `.
j
m
3/4"OR 5/8"SF PLYWOOD
:.{� Na. NMJon/M1a. Wb
1
2X4(6)PT FLOOR JOIST �RS, IN�..:
KqL L.
m 'il6 638 294 33859 .±
w
26 GA.GALV.ANGLE PLATE
_ 6-3"X.120 NAILS PER PLAT
n ><
2X4 PT HEADER I FLORID AN, PINE PT DOUBLE 2X8 SKIDS U
! BARN, GREENHO. SE
— - CLASSIC, RUFFY�!
NOTE:DOUBLE 2X6 SKIDS DADOED 1.25"DEEP TO ECEIVE ,r`. t - AMERICANA, STEIEL..
FLOOR JOISTS.(4)3"X.1 20 NAILS AT EACH �•
CONNECTION.
m f K2010SW `�FLOOR DETAIL �A ;: ` 2 2 0 5N.T.S. y I
Jas
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....... Iala>:I 110.707-
_
FRAMING FOR SUBURBAN,FLORIDIAN,STUCCO,FYWOOD BARN AND VIN+"MODECS
RAFTER SCHEDULE: 2X4 RAFTERS 24"O.C, INE `
USE SINGLE RAFTER FOR SPAN<99".
USE DOUBLE 2X4 RAFTER FOR SPAN MAX.144".
( DOUBLE TRUSS OVER DOUBLE
2X4 STUDS NOTE:GABLE ORIENTATION 13 SYMBOLIC N m O N N
SINCE GABLE CAN BE IN EITHER ;{
DIRECTION. m m I-[,2.5"'X 4"MITEK CONNECTOR PLATES w oEACH SIDE OF TRUSS r7 N'n
rn
TRUSS KINGPOST ON TRUSSES>99" 2 o .
1.112°X 5"26 GA.GALV.STEEL PLATE 2 5 ;' ifa. ROOFING:SEE NOTE#14 a
(6)1.25'X,105"NAILS ZE 3 a
= o
LIGHT S. F- W�
t4 02 SYPKD STUDS a
TRUSS ZXAND RAFTERS ce.
ETUBLE 2X4 p z a
SIDING:SEE NOTE#14 J Q o a
z >
30 .
0
)). U IEL
x
(6p3"X.120 NAILSIL
E CONNECTON 1X4 PURLIN U.o.a a
I- MAX. 12' 1 1/2"X 5"26 GA.GALV.STEEL PLATE 1((X4 SYPKD PURLIN
(6)1-.29'X.105"NAILS(TYP.) &7PMLES 1 3/4"
CONNECTION 0. m rn o
ROOF FRAMING
2X4(6)FLOOR JOIST:j >
r DOUBLE PT 2X6 SKIDS. Z o
N.T.S. M;j' 00
TYPICAL DOOR FRAMING N o n
Base Rail or Top Rail DOUBLE 2X4(6),(8);1:.12 SLOPE I "E X.'.13'.9" MAXIMUM DOOR SIZE k1 <n
00
DOUBLE 2X4,MAX.12'SPAN ;` 120°W X 84"H px_1 o
END W LL FRAMING w W 0J
-. #10Type AScreva. .. .. :.. . . - - 1 - - -N - .. - - _. �wm Ow
a I 2X4 RAFTERS 24°OC ;i T•g•' y �>w r. L.
N SINGLE 2X4 FOR SPAN<99"
oa z v
Swaged dimple with DOUBLE 2X4 FOR SPAN<144" I o _to j o
m
ROOFING:SEE NOTE 414 N o=
o .118"dia.'hole OPTIONAL SLOPE ROOF FRAMING `� �W ""
�a
N.T.S. 'l o_3 a
1 518"x 3 1/2"'.038 Steel Stud z U C
o N®I ' U0 M
iMy
_'NOTE: THISNON STRUCTURA"!,FRAMING •/
OPTIONAL STEEL STUD DETAIL- APPRO ED DETAILMAYVARY."FLO IDIAN"
1'�``d�
HAS NO,.OVERHANG."BA N° n.ad",/�.,. ae.
N.T.S. OOCUfVI NT MAX OVERHANG6pRc.
TYPICAL WIN.FRAMING
NON LOAD BEARING AREA OVER DOOR .j ROBIN BUILDERS,
106DERS,INC!
2X4 TOP PLATE 2X4 42 STUDS
:n !'i LAKE WALES,FL.33859
24"O.C. 2X4#2 SYP STUDS;;:. (863) 638-1294
24"O.C. :."
=' 1X4 PURLIN DADOED1: FLOORING:SEE NOTE 416
n 1X4 PURLIN INTO STUDS ?:I{
DADOED INTO SUBURBAN, STUCO;
STUDS FLORIDIAN, PINEY
MAX. 99" SIDING:SEE NOTE BARN, GREENHOUOE-
STEEL FRAME
a i
m' DOUBLE 2X 2X4(6)FLOORJOIST =-201
,,,,, ,
o TY
p -ION
` 2010 SW
1X4 BOTTOM PLATE T I�,'f� I AL :C R O S':S C T I O N ` �- 5-12 3 of f5
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CITED,
SIDE WALL FRAMING
o A _ 1,
SC LE 1 4
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12 r 20 GA.2:5"X 4"MITEK CONNECTOR PLATES
(4)3"X.120 NAILS PER DOUBLE 4 �— I; EACH SIDE OF JOINT
2X4 CONNECTION
20 GA.3"X 6"CONNECTOR PLATES rn a LinN !
u AT THIS CONNECTION ON 13'WIDE m V N
UNITS ONLY. N to
00 co
N L I
1 1/2"x 5"26 GA.GALV.STEEL PLATE 'rs _ lob
(6)1.25"X.1 05-NAILS 9 DOUBLE.2X4 STUDS&RAFTERS o
DOUBLE 2X4 ) STITCHED W13"X.120 NAILS 12"OC aw.'
3 � .
!(t o o i j
i
1.X4 PURLIN
1 X4 PURLIN (3)7/16"X 1 314' o�` 1
1 1/2"X 10"26 GA.GALV.STEEL PLATE ! STAPLES.PER CONNECTION r Z3
(6)1.25"X.105"NAILS(TYR. ( ce
U I g o
r-1 X4 BOTTOM PLATE a Q q j
I
tl 1
DOUBLE PT 2X6 SKIDS y':� 4 m N^o
4
13' MAX. TYPICAL DOOR FRAMING:
MAXIMUM DOOR SIZE- o
j m
r
120"W X84"H tq o m 1
EN D WALL ERA I N G oMa
v 1XN.Ty
'9 . �
4 SYPKD ON 6'&8'WIDE UNITS ONLY I
W1:6 z w Q
_ _. .. _ .. .. _. _ _ .. .. ._. ...... �W. O _
N 1X4 PURLIN 4 12 20 GA.2.5"X 4"MITEK.CONNECTOR PL ES N D I v=rn a.,L ;
(3)7116"X 1'3/4" F EACH SIDE OF JOINT j! o N �-
STAPLESPERCONNECTION —� i "APPROVED" ^� Mq
o 20 GA.3"X 6"CONNECTOR F,,ATES - q Z �-
o DELETE OVERHANG ON RUFFY AT THIS CONNECTION ON 3'WIDE s 3 O
c &AMERICANA MODELS / UNITS ONLY. ?) ��?�UNIENT Q 0zun
L) ,
62X4 BOTTOM CHORDS ON 10',11'
8,13'WIDE UNITS ONLY
6
(3)3"X.120 NAILS 2X4 STUDS,&RAFTERS 24"O, 1
PER CONNECTION we 1
92" MAX. ! ROBIN BUILDERS, INS. .:
!a4 PO BOX 1067
LAKE WALES FL. 31859
m
1X4 PURLIN . MAX:SPAN(IN UNDER BEARING (863)638-12Q4
N (3)7/16"X 1 314" ) EXTE�IOR WALL
1 1/2"X 10"26 GA.GALV.STEEL PLATE STAPLES PER CONNECTIO,t
(6)1.25"X.1 05"NAILS(fYP.) p 2-2X4 2-2X6
BOTTOM PLATE
112"PLY UO
J l; A FILLE B [AMERICANA
UFFY
c " LASSIC
m DOUBLE PT 2X6 SKIDS y HEADER TYPE MAX.SPAN
m' 13' MAX. ! B 95
'( 2010.'SW r i
CROSS SECTION D ETA I L -�SSIC
#. "3-15-12 4 of 9 !
N.T.S. - I .. NONE
b�I
o !'FRAM G FOR RUFFYC AND AMERICA M ;
'j
Me Ng.
oA
.. - .. ._ JSB 41`:i S lr'"b'i<F7R!]EtC
) UI'1da C@l'OL iCBfIC Ar, .
USE i/2"DIA.RED HEADS mod 6@;Iln>}�) la' I
@ 2'FIRM EACH END&@ 8'-O"O.C.(MAX)
PATIO ANCHOR MICS-2
OR APPROVED EQUAL
iNt21J4".tvtlN EMBEDMENT ={ 035 GALV.STRAP OF 4750#CAPACITY m
IN 2500'PSI CONCRETE } o P i
4N M
:f
.035 GALV.STRAP OF 4750#CAPACITY OR EQUAL
STRAP IS THREADED cr
THROUGH SLOTTED BOLT \ _ �` O
AS THE BOLT IS TIGHTENED,
THE STRAP WINDS AROUND DOUBLE PT 2X6 SKID
BOLT SHANK. 7—
THE
:a31/2°CONCtaETESLAB. 4.. �>1
-6X6#10/10 WWM V as
{ OR FIBERMESHrA tL
DOUBLE PT 2X6 SKID l k I
CO tA
t,s„.r�`.r,;.c;•1�•t i.'%+:?•,;,�".v t 01 m f I
O
"APr% OVED"
2"(OR 4")X 8"X 16"CONCRETE BLOCK 'k a,a
BLOCKS&TIE DOWN ANCHORS SPACED 2' /y j meq'`1 y O
# FROM EACH END,THEN ON MAX.e'QENTER$•
DOCU l 1 m a ao O
ti TIE DOWN ANCHOR: 5/8"X 30"TWIN 4"HELIX(#30DHC2)OR }_ yt�JiJ w� }
- 5/8°X 24"6°HELIX'(#24SH)OR EQUAL FOR SOIL �" =r s k=
MODEL MRA(#240AC1)OR EQUAL FOR ROCK" �} w N T O L A o
m
SCALE:1"=V =r�°a F=}oaf I
TLE DOW9�8 TO GROUNCD `#
SL ;t 2X4 SYPKD STUD 24"OC
N SCALE:2"=.I'
:I
$ ZD
1221/4"EMBED WITOH 2"@X 118"WASHER O o 4
"..� 2X4 PT BOTTOM PLATE
m i
3 1/2"CONCRLdf6 SLAB 'd ^�-�""•" I
ROBIN BUILDERS,INC. j
�. PO BOX-1067 i
d 6X6#10710 W WI\4 KE WALES,FL.33>5
FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE&DEAD LOAD 20" atl G I OR FIBERMESH ' (863)638-1294
o FLOOR LOADING. �.
T ?3E (3)#5 RODS(MIN.3"CONCRETE COVER)"
UNIT WIDTH 6' 8' 10' 12' 13'9" SUBURBAN, STUCCO
FLORIDIAN, PINEY I
FLOOR JOIST 2X4 2X4 2Xb 2Xb 2X6 y* a�' i NOTE:BOTTOM PLATE IS ATTACHED TO STUDS BARN, .GREENHOI
A Ib' IS` i8' 28.5' 40.5' I WITH�2)3"X.120 NAILS&WITH 1 1/2" CLASSIC, RUFFY 1 -
j!. X 14° 6 GA.GALV."U"STRAP AT EACH i
STUB TO BOTTOM PLATE CONNECTION. AMERICANA, STEEL)
v . 'B' 40' 60' $4' 84" 8t. .. 20101
10I I X.105 NAILS PER STRAP. _
- I I2"� NO"U STRAR ON STEELJGREENHOUSE.
m' ""2010 SW "� I
a FOR 1'25 PSF FLOOR LOAD, 16'OC OR 24'OC FLOOR JOISTS CAN
'3-15-201 5 of $ i
c BE USEp SO LONG AS DIMENSION'8'IS DIVIDED EQUALLY @ 42' `
OU IJ A IWA R SKID AND AN EXTRA SKID IS PLACED UNDER EACH I �.�N `'; i T W O.0 LO O R AS NOTED
1 SC 1' t
o I€