HomeMy WebLinkAboutBuilding Permit Application (2) I
RA Manufsc rre 6L";dit�i'qra^�
SEn S 'x 11940 North.htonwesbcet
Pr f sSWA!90A
51on*I Tagaha:see, Fl.ofda 32399.07r
s7:y e.1 y fi itc.'I I Pf'oi.le t5O 87,1 24o Fax:S150,414,84M 1 1
' Ken Lawson:,Secretary Rick Scott,Governor I
i
September 03,2016
Lewis Hartley
Robin Builders,Inc.-FL
Post Office Box 1067, 14915 Hwy 27 S'.
i Lake Wales, FL 33859
RE: Manufacturer Certification,ID MFT-55; Expiration Date:August 23, 2019
i
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,
iManufactured 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
i
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 4urisdiction.
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
i 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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GENERAL NOTES j
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BDG. w g 3
12.ALL WIRE SHALL'BE#12 THHN 5 LID COPPER WITH GROUND.WIRING a< )
CODE-R AND ASCE 7 FOR 160 MPH ULTIMATE WIND SPEED,(3 SECOND GUST) PROTECTED PER NEC*2008 ED.F TURE LOCATWI S&TYPE MAY VARY.
EXPOSURE B FOR PARTIALLY ENCLOSED BUILDINGS.
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2',ALL MATERIALS AND LABOR SHALL BE-IN ACCORDANCE WITH THE ABOVE CODE AND ,�IZE QUANTITYLOCATION MAY VARY.
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ALL OTHER APPLICABLE CODES, 13.ALUMINUM WINDOWS - TYPE,p >y ,
14.OPTIONA +EX�ERIOR WALL C RINGS INCLUDE CORRUGATED ALUMINUM, o. T
3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.50112 PSF FLOOR LOAD. MESA ALU�INUIvI,•4"LAP ALUMI 518"PT T-1{{1 SIDING,VINYL SIDING00 ti
NOT FOR HABITATION. WITH EVER Y BRACE BACKER; I ER CEMENT}XANEL &"STD"•STUCCO ON W a0 I
5/8"•:DEKISE. Lg6$'GOL'D OR SU y UFF.ROOF CVERINGS INCLUDE ALUMINUM w r�i m j• j
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR SHINGLE,"R°OF OVER 5/8"P WOOD WITH 21AYERS OF 15 LB.FELT OR �. O `+
PERMATILE OVER 7/16"OSB AN 1 5.LB.FELT.
5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 1' W a rn w i
15.USE,7116"X 1 3/4"18 GA.STAP FOR ALL CONNECTIONS BETWEEN WOOD �Z a 0 w
SPACING SHALL.NOT EXCEED LIMITS AS INDICATED. 'SIDING/ROOF AND'FRAME: 4 " 03 Jw'N
6.ALL LUMBER TO BE#2 SYPKD oa.•. z �`
314"PLYWOOD FLOORING SUR CE NAILED WITH 3"X.120 NAIL SPACED G"OC o _ 0 4=
EDGE/10"QC FIELD. Q'
0 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED wU
FOR GROUND CONTACT W/GALV.FASTENERS. 'tz
17.FOUNDATION,iFOOTING AND A' HORING OF UNIT WILL BE THE OWNER'SZ ix
S RES PON;SIBILITY TO CHECK WIT. LOCAL CODE AUTHORITY TO VERIFY SPECIFIC
8.TRUSS.DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. RE- U.IREME IT AFFECTING TH 'u N$TALLATION'SETUP AND UTILITY q Z T {
CONNE-TIO S TO THIS BUILDIN•.:THE PURCHA�ER.ASSUMES ALL 0 U
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a 9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM 8-209, RESPONSIBILITY FOR COMPLIA �E WITH LOCAL,COUNTY OR MUNICIPAL CODE I �
32,000 MINIMUM YIELD STRENGTH. REQUIREMENT5 FOR THIS STRUI• URE• S
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10.USE#8 X 314"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 18.ROOF DRAINAGE PER 1503.4&f�903.4
ALUMINUM LAP SIDING AND FRAME.USE#8 X 1"WITH 1/2"ALUM.BACK NEOPRENE I Na hN bnAsr use:
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. -;
SPACING AS FOLLOWS STRUCTURAL LOAD LIMITATIONS f
ROOF DING-PERIPHERAL MEMBERS 2 112"OC
ROOF/SIDING-INTERIOR MEMBERS 5"OC FLOOR LIVE LOAD: ROBIN BUILDERS, INR.
'SIDING- 12"0C
BOTTOM PERIMETER.
',';�� F. 50/1,25 PSF PC—BOX 1067 f i
.n p� jjc ROOF LIVE LOAD:. , WALES FL. 33:859 .
.•y 863 638-(294
N 11.DOOR SHALL BE V X 1"STEEL TUBE FRAME WITH AN ALUMINUM 1 1 A 30 PSF j
V111°�`
PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH °°- a 1i ROOF SNOW LOAD: 1
ALUMINUM RIVETS.DOOR ATTACHED TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE }'f`1P'�� )�AA, �r{ NOT APPLICABLE .
DOUBLE ALUMINUM DOORS,GARAGE DOORS,AND PREHUNG STEEL DOORS.TYPE, LJ UlJ1 Jto
SIZE,QUANTITY AND LOCATION MAY VARY.DOOR HEIGHT<=400 SO.FEET PER 1008.1.1(8)&R311.2. WIND LOAD: �SU9URBAN, STUCCO
S;•
A ULTIMATE 18d MPH; NOMINAL 124 MPH FLOR)DIAN, PINEY1
i 13. RISK CATEGORY 1 BARN, GREENHOUSE
c 'F� C. B WIND EXPOSURE CATEGORY CLASSIC, RUFFY ,
D. cc AMERICANA, STE -L
pi - +—.55 INTERNAL PRESSURE
E. +39.8, —.42.9 PSF DOORS
„rte En� +49.3, —62.0 WINDOWS 2010 S
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NQip:ADDITIONAL SKID.PLACED UNDER M ml�t EACH OUTSIDE WALL ON 13'9" N' O 3 N3
" VARIES TO 50' O" ;;1 WIDE UNITS m � c
PT 2X4{6)FLOOR JOISTS 24 OC 518' :.124"6"HELIX.(OR EQUAL)ANCHOR FOR SOIL N 0
PT 2X4(6)RAIL MO L MRA(#24DA61):OR EQUAL FOR ROCK
PT DOUBLE 2X6 SKID (3)3"X.120 NAILS o t<i i
03�y ALV.STRAP OR CABLE OF 4750#CAPACITY S a :j I i
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DOCUMENT
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8'WIDE UNITS (4)3"X.120 NAILS PER CONNECTION a w m U U O- '
PT 2X4 FLOOR JOISTS 24"OC
0 10'-14'WIDE UNITS
PT 2X6 FLOOR JOISTS 24"OcT Y P I C A L F L O O RFRAMING 2'(ORI ")X 8"X 16"SOLID CONCRETE BLOCKS rn O O :: I
AND 7 DOWN ANCHORS SPACED T FROM q o v
N.T.S. EACH END,THEN MAX.6'CENTERS. o a a
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314"OR 5f8"SF PLYWOOD
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2X4(6)PT FLOOR JOIST
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26 GA,GALV.ANGLE PLATE 8-1294
X 6-3"X.120 NAILS PER PLAT
2X4 PT HEADER `I SUBURBAN STU. CO 1
PT DOUBLE 2X6 SKIDS f
FLORMIAN,� PINE
BARN, GREENHO, SE I
19 NOTE:DOUBLE 2X6 SKIDS OADOEO 1.25•'DEEP TO ECEIVE rl CLASSIC, RUFFYj •i
FLOOR JOISTS.(4)3"X.120 NAILS AT EACH �'
�f_ \ AMERICANA, STBEL
CONNECTION. �.�'
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FLOOR DETAIL AO
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NONE
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FRAMING FORSUBURBAN,FLORIDIAN,STU70,P17=07
FRAFTER SCHEDULE: 2X4 RAFTERS 24"O.C,
USE SINGLE RAFTER FOR SPAN<99".
UBLE 2X4 RAFTER
USE Do 'FOR SPAN MAX.144'.
DO BLE TRUSS OVER DOUBLE .�4
2X4 STUDS
NOTE:GABLE ORIENTATION IS SYM13OLIC
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SINCE GABLE CAN BE IN EITHER C14 to En
DIRECTION- Do
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GA.2.5"X 4"MITEK CONNECTOR PLATES 0�2
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:,.z EACH SIDE OF TRUSS fn cLn I
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TRUSS KINGPOST ON TRUSSES>99" 2 0
2.5 iM ROOFING:SEENOTE#14 —
1.112"X 5"26 GA.GALV.STEELPLATE
.(6)1.25-X.105-NAILS
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TRUSS_/
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OUTLET---- UBLE 2X4 AN[)RAFTERS
SIDING:SEE NOTE B14
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120 NAILS 3, . .
—MAX. 12' ER CONNECTION 1 1/2')(5"26 GA.GALV.STEEL PLATE I X4 PURLIN 1X4 SYPKD PURLIN LL CL.4<
(6)1i25"X.1 05"NAILS(TYP.) 7PIIL5�X 1 314"
L14A S PER -1
CONNECTION gq
ROOF FRAMING 2X4(6)FLOOR JOIST rb >
DOUBLE PT 2X6 SKIDS.
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N.T.S. I CAL DOOR FRAMING 00
—Base Rail or Top Rail DOUBLE 2X4(6).(8):1:12 SLOPE X.1.131 911— MT`AXIMUM DOOR SIZE cl n
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MAX.12'.SPAN 120"W X 84�H 0
3' �j 0
END WALL FRAMING
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_t/2XI RAFTERS 24"Oc 6,1
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XXV 0 to 52:�:a
Swaged dimple v4llh D E 2 F FIS OFING:SEE NOTE#14
.118"dia.hole OPTIONAL SLOPE ROOF FRAMING
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1 518'x 3 112'.038 Steel Slud
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OTE: THIS N STRUCTURA 11 RAMING
OPTIONAL STEEL STUD DETAIL "APPROVED DET�N�L%IASYTVRAVRCYTV
0 IDIAN"
HAASS 80 N
P.�IIIVNEALHANG."11,1
N.T.S. 0 SA
DOCUME T MAX.OVERHANG IS 6". r:
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TYPICAL WIN.FRAMING
C.1�
NON LOAD BEARING AREA OVER DOOR ROBIN BUILDERS.IN
2X4#2 STUDS PO BOX 1067
24"O.C. 2X4#2 SYP STUDS01. LAKE WALES,FL. 33659
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2X4 TOP PLATE
24"O.C. (863) 638-1294
1X4 PURLIN DADOED FLOORING:SEE NOTE M a r
1X4 PURLIN INTO STUDS
DADOED INTO 7s�FUBAN, STUC
MAX. 9911 STUDS FLORIDIAN, PINEY
SIDING:SEE NOTEM4," BARN. GREENHOUSJE-*'
STEEL FRAM E
DOU13LE 2X 2X4(6)FLOOR JOIST
2010 SW
1X4 BOTTOM PLATE TYPI C R 0 SS TI ON *3— 5-12 3 D.f
SIDE WALL FRAMING 15,40TED
SCALE:N1 4"
Y�--_ s
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rd L.1�utLoc�c
Lugr
12 f
20 GA.2:5"X 4"MITEK CONNECTOR PLATES -
(4)3"X.120 NAILS PER DOUBLE 4 �— IC EACH SIDE OF JOINT
2X4 CONNECTION
20 GA.3"X 6"CONNECTOR PLATESp
AT THIS CONNECTION ON 13'WIDE N' N
1, UNITS ONLY m z I {
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1 1/2"x 5"'26 GA.GALV.STEEL PLATE
(6)1.25"-X.105-NAILS ;F DOUBLE.2X419TUDS&RAFTERS g I I
DOUBLE 2X4 ' STITCHED W!3°X.120 NAILS 12"OC F- aW i f
1.X4 PURLIN �. z
1 X4 PURLIN (3)7116"X 1 314" p F 0 4
1 112"X 10"26 GA.GALV.STEEL PLATE STAPLES:PER CONNECTION r-
(6)1.25"X.105"NAILS(TYR.) ;) wuj
—1 X4 BOTTOM PLATE v S J
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DOUBLE PT 2X6 SKIDS +?
i TYPICAL DOOR FRAMING: cb > a
13' MAX. MAXIMUM DOOR SIZE- ►� o
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'120"W X'84"H ca 1
END WALL FRA f I N G oMNo
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vN.Ti" , v _o chi 1
1X4 SYPKD ON 6'a 8'WIDE UNITS ONLYuj
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20 GA.2.5"X 4"MITEK:CONNECTOR PL," ES 40
R 1X4PURLIN 12 y� NDf p<
(3)7116"X 1 3/4" 4 �- EACH SIDE OF JOINT ;t o _ "
STAPLES PER CONNECTION I � L)'�QUE(�•1 N w m p C J
a 20 GA.3"X 6"CONNECTOR ES ((__(� C J q z Q.3 ?
9 DELETE OVERHANG ON RUFFY �'
&AMERICANA MODELS AT THIS CONNECTION ONi-3'WIDE (/�� R T 3 O
$ UNITS ONLY. ®�UEN� z0�� )
2X4 BOTTOM CHORDS ON 10%11 U O
® 8 13'WIDE UNITS ONLY
6" 2X4 STUDS.&RAFTERS 24"q*,j I
(3)3"X.120 NAILS
PER CONNECTION ! u, q, m p"w o,,•
92" MAX.
!' ROBIN BUILDERS, INC. .! <
?t7 PO BOX 1067-
AX.'-SPAN
067 i
1X4 PURLIN {t LAKE WALES FL. 34859
MAX:SPAN IN UNDER BEARING (863)638-12.4 ' t
(3)7/16"X 1 3l4" 1 EXTERIOR WALL ?
1 1/2"X 10"26 GA.GALV.STEEL PLATE STAPLES PER CONNECTId
(6)1.25"X.105"NAILS(TYP.) ::; 2-2X4 2-2X6
" 1X4 BOTTOM PLATE M.
i A--FILLER-/B RUFFY
CLASIC
DOUBLE PT 2X6 SKIDS !':�j HEADER TYPE MAX.SPAN gMERSCANA
m' I 13' MAX. qF( B 951,
CROSS SECTION DETAIL - ; *3-15-12w 4 a s.
1
_ N.T.S. ' .... NONE
'So FRAM NO FOR RUFFY,CII' SSIC AND AMERICA M ?
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