HomeMy WebLinkAboutEngineering RECEIVED
ru, F"ass;f trey BuIdq'engram
Business.,,- FEB 0 5 2018 ;q4oi,o,t�,r4MantoeSbee;
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Profgss bn'' l Ta"3hassee, Floe fa 32399.0772
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ST- I.WG!e County, Permitting ?mons W,487,11824* Cax:1350at4,80,6
Ken Lawson,Secretary Rick Scott,Governor
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 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
Via
CAI
A"woved By
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Modular Uugdiutt Plans ErawAner f lorida Cort4r&mce 314P
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GENERAL NOTES MOB /V o 0
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BDG. 12.ALL WIRE SHALL BE#12 THHN$ LID COPPER WITH GROUND.WIRING
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CODE-R AND ASCE 7 FOR ISO MPH ULTIMATE WIND SPEED.(3 SECOND GUST) PROTECTED PER NEC 2008 ED. C TURF LOCATIONS d TYPE MAY VARY. 1`o
EXPOSURE B FOR PARTIALLY ENCLOSED BUILDINGS.
2'.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 13.ALUMINUM WINDOWS - TYPE,; IZE QUANTITY.AND LOCATION MAY VARY. j
ALL OTHER APPLICABLE CODES. V CC>H m {
14.OPTIONJ41E ERIOR WALL C FIRINGS INCLUDE CORRUGATED ALUA4INUM, m i
3.BUICIO NG CLASSIFIED AS RESIDENTIAL LAWN STORAGE.50/125 PSF FLOOR LOAD. MESA ALUMMINXUM 4'LAP ALUM M,5/B"PTT-1t1 SIDING,VINYL SIDING m '
NOT FOR HABITATION. WITH ENERGY BRACE BACKER, ER CEMENT PANEL d"STO'STUCCO ON W
5/8`;DENSE. L,q�$'GOLD OR 9U UFF.ROOF COVERINGS INCLUDE ALUMINUM W Q?nn oa `
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR SHINGLE ROOF OVER 5/8"P ODD WITH 2?LAYERS OF 15 LB.FELT OR ti o v r
PERMATILE OVER 7/16'OSB AN 5 LB.FELT. v �� vim}`
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u 5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 15.USE.7/16'X 1 3/4"18 G0.STAPLI FOR ALL CONNECTIONS BETWEEN WOOD <z m o w
SPACING SHALL-NOT EXCEED LIMITS AS INDICATED. SIDING/ROOF AND FRAME; h J j C4
0 6.ALL LUMBER TO BE#2 SYPKD off^ )
18.3/4'PLYWOOD FLOORING SUR CE NAILED WITH 3"X.120 NAIL SPACED 6"OC u=e „o?
EDGE/10"OC FIELD.
7.ALL WOOD WITHIN 8'OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED '"r x ^_`� < 1 .
FOR GROUND CONTACT W/GALV.FASTENERS. 1= q
17.FOUNDATION,iFOOTING AND A -HORING OF UNIT WILL BE THE OWNER'S a r a i
S RESPON.SIBfLITY TO CHECK WIT;LOCAL CODE AUTHORITY TO VERIFY SPECIFIC vt �p
8.TRUSS DESIGNED TO SUPPORT D.L.+LL.=35 PSF. REQUIREMENTS AFFECTING TH ' NSTALLATION'SETUP AND UTILITY q o o J ?
E CONNECTI S TO THIS BUILDIN•.:THE PURCHA�ER ASSUMES ALL
9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, RESPONSIB
BPS
FOR COMPLIA E WITH LOCAL',COUNTY OR MUNICIPAL CODE i
<' REQUIREMENTS FOR THIS STRU URE. f
m 32,000 MINIMUM YIELD STRENGTH. f
10.USE#8 X 3/4'TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 18.ROOF DRAINAGE PER 1503.4 di, 903.4
� ALUMINUM LAP SIDING AND FRAME.USE#8 X 1"WITH 1/2"ALUM.BACK NEOPRENE 4 � ow
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. ' STRUCTURAL LOAD LIMITATIONS
SPACING AS FOLLOWS:
ROOF/SIDING-PERIPHERAL MEMBERS 2 1/2"OC {I {
ROOF/SIDING-INTERIOR MEMBERS 5'OC / FLOOR LIVE LOAD:
SIDING- 12"OC BOTTOM PERIMETER. A. LOK
LDRS,A. 50/125 PSF 0ROOF LNE LOAD:. ES FLrl� �!+ -1294 j
11.DOOR SHALL BE 1"X 1"STEEL TUBE FRAME WITH AN ALUMINUM I tf p �� A 30 PSF
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PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH �i; ROOF SNOW LOAD:
ALUMINUM RIVETS.DOOR ATTACHED TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE '}tel/�'�J��., �f G_1 NOT APPUCPBLE 1
DOUBLE ALUMINUM DOORS.GARAGE DOORS AND PREHUNG STEEL DOORS.TYPE, L/: �N� I WINO LOAD: �UBURBAN, STUCCO {
SIZE,QUANTITY AND LOCATION MAY VARY.DbOR HEIGHT<=400 SO.FEET PER 1008.1.1(8)d R311.2. ", A ULTIMATE LOAD;
t 60 MPH; NOMINAL 124 MPH PLORIDIAN, STUCj , 1
B. RISK CATEGORY t BARN, GREENHOUSE
C. 8 WIND EXPOSURE CATEGORY CLASSIC, RUFFY ,
o l D. GCpi - +-.55 INTERNAL PRESSURE AMERICANA, STE'R4_ �
E. +39.6, -.42.9 PSF DOORS
+49.3, -62.0 WINDOWS ...2010 5 .r 1
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EACH OUTSIDE WALL ON 13'9" m o N I
VARIES TO 50' 0' I WIDE UNITS m I
PT 2X4(6)FLOOR JOISTS 24"OC 5M"1. 24"6"HELIX(QR EQUAL)ANCHOR FOR SOIL In C N
Z 'IM N
PT 2X4(6)RAIL MO L MRA(#24DACI).OR EQUAL FOR ROCK
3 3"X.120 NAILS vLa
PT DOUBLE 2X6 SKID ( ) .03! ALV.STRAP OR CABLE OF 4750#CAPACITY 2 i
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PT 2X4 FLOOR JOISTS 24"OC z<
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PT 2X6 FLOOR JOISTS 24"OCT Y P I C A L FLOOR FRAMING 2 (ORI ")X 8"X 16"SOLID CONCRETE BLOCKS Z'O :: I
AND r DOWN ANCHORS SPACED 2'FROM a v-+
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2X4(6)PT FLOOR JOIST
(3 ,9 �UJU25RS, INC. i
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8.3"X.1 20 NAILS PER PLAT {
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SUBURBAN, STU'Cb
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NOTE:DOUBLE 2X8 SKIDS OADOED 1.25"DEEP TO ECEIVE AMERICANA, ST L
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CONNECTON. 1 \ I
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RAFTER SCHEDULE: 2X4 RANTERS
FRAMING FOR SUBURBAN,FLORIDIAN,STUCCO,PINEYWOOD BARN AND VIN I� MODELS USE SINGLE RAFTER
FOR SPAN<99".
USE DOUBLE 2X4 RAFTER FOR SPAN MAX.144".
_ DOUBLE TRUSS OVER DOUBLE
2X4 STUDS NOTE:GABLE ORIENTATION IS SYMBOLIC N 03 N
SINCE GABLE CAN BE IN EITHER ';{ m 1 I
DIRECTION. i co o rt
20 GA.2.5"'X 4"MITEK CONNECTOR PLATES N
{ EACH SIDE OF TRUSS n ,27
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(6)1:25"X.105"NAILS(TYP.) (31 7/16"X 1 3/4"
APLES PER `S
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ROOF FRAMING 2X4(6)FLOOR JOIST DOUBLE PT 2X6 SKIDS Z o
N.T.S. 'J TYPICAL DOOR FRAMING q�j a`aa
Base Rail or Top Rall DOUBLE 2X4(6),(8);1:12 SLOPE MjAX. 13' 9'• MAXIMUM DOOR SIZE
120"W X 84'H p a0
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OPTIONAL O N AL STEEL STUD DETAIL DETAIL MAY VARY FLO!#IDIAN"
DOCUMENT
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ANG BRRRRRR���F,FF{{f{{fN" LR
N.T.S. (+ /,(`J` HAS NO. VEALMANS4RMAX.OVERHANG IS 6".TYPICAL WIN.FRAMINGNON LOAD BEARING AREA OVER DOOR '; BUILDERS.INC:2X4 TOP PLATE 2X4#2 STUDS X 1067
'I WALES,FL. 338.59
24"O.C. 2X4#2 SYP STUDS;;.24"O.C. 638-1294
1X4 PURLIN DADOED ii- FLOORING:SEE NOTE
iX4PURLIN INTOSTUDS . SUBURBAN, STUC�O
DADOED INTO
STUDS FLORIDIAN, PINEY'
MAX. 99" SIDING:SEE NOTE#14';, BARN, GREENHOUSE
] STEEL FRAME
m' DOUBLE 2X 2X4(6)FLOOR JOIST
i ".2010 SW
1X4 BOTTOM PLATE
TYPIC CROSS TION 1- 5-12 3 of IS
SIDE WALL FRAMINGSCALE: , 4" _ , CITED
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12 " 20 GA.2.5"X 4"MITEK CONNECTOR PLATES
(4)3"X.120 NAILS PER DOUBLE 4 EACH SIDE OF JOINT
2X4 CONNECTION
20 GA.3"X 6"CONNECTOR PLATES O n 04
AT THIS CONNECTION ON 13'WIDE m N
UNITS ONLY ^
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1X4 PURLIN ;� (3)7/16"X 1 314" O 1=-o -<
1 1/2"X 10"26 GA.GALV.STEEL PLATE STAPLES PER CONNECTIONex
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13' MAX. 1 MAXIMUM DOOR SIZE- o
�'I -120"W X84"H w
END WALL FRAP�,;ING w <11�
u 1X4 SYPKD ON 6'&8'WIDE UNITS ONLY `_1 W a�` 1 zo Q
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R 1 X4 PURLIN t 2 20 GA.2.5'X 4"MITEK'CONNECTOR PL"'�ES N D I ct um n o ,
(3)7116"X 1 3/4" 4 r- EACH SIDE OF JOINT p 'D �= o
o STAPLES PER CONNECTION -\ '.`� "APPROVED" g N W Z Lb
20 GA.3"X 6"CONNECTOR PIIATES
o DELETE OVERHANG ON BUFFY AT THIS CONNECTION ON 73'WIDE p}�1 (/� I tt �' 3 O O
&AMERICANA MODELS / UNITS ONLY. �,J�`J�J E Nr o aFZ
G 2X4 BOTTOM CHORDS ON 10',11'
3 &13'WIDE UNITS ONLY
16"
(3)3"X.120 NAILS 2X4 STUDS&RAFTERS 24"61 .
PER CONNECTION
92" MAX. �j ROBIN ILDERS, INC.
67
LAKE WALES FL. 35859
` 1X4 PURLIN r,a MAX.-SPAN(IN UNDER BEARING (863)638-124
6; (3)7/16"X 1 3/4" EXTE�IOR WALL
1 1/2"X 10"26 GA.GALV.STEEL PLATE STAPLES PER CONNECTU.( j
2-2X4 2-2X6
(6)1.25"X.105"NAILS(TYP.) 411 �..
1 X4 BOTTOM PLATE ,
-+ 1/2"PLY
A FILLER--- B RUFFY
CLASSIC
8 DOUBLE PT 2X6 SKIDS HEADER TYPE MAX.SPAN AMERICANA
a A 64"
m 13' MAX. ;;! B 95"
$ `2010 SW
CROSS SECTION DETAIL - ' -15-12 flare
N.T.S. NONE
FRAMING FOR RUFFY,CII_`$SIC AND AMERICA M
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Alta No.
Pich,arA TU.IBuPock i
USE 1/2"DIA,RED HEADS m-odulm 1 uMligt Flay fs ftamEnor Florida Certi%cnk
(A 2'FIRM EACH END&(�8'-0'O.C.(MAX) cr.r x...
PATIO ANCHOR MICS-2i
OR APPROVED EQUAL
1N/2 1/4".MIN EMBEDMENT N N f
035 GALV.STRAP OF 4750#CAPACITY m
IN 2500 PSI CONCRETE y m
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035 GALV.STRAP OF 4750#CAPACITY OR EQUAL 2
STRAP IS THREADED
THROUGH SLOTTED BOLT p }
AS THE BOLT IS TIGHTENED, _ O
THE STRAP WINDS AROUND2X60-KIDJ w
DOUBLE PT
THE BOLT SHANK. C ' `.
74 C 4 0pl i
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- 43 1/2.CON40AETE SLAB. d. C
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OR FIBERMESH a a l !
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2'(OR 4')X 8"X 16"CONCRETE BLOCK APPROVED:� J Yo
BLOCKS&TIE DOWN ANCHORS SPACED 2' ! z�T
FROM EACH`ND;THEN ON MAX.8'CENTERS. D'OCU1C- T N o g
TIE DOWN ANCHOR: 5/8"X 30"TWIN 4"HELIX #30DHC2 OR y W W°i U
5/8"X 24"6"HELIX'((#24SH))OR EQUAL FOR SOIL "i i
o MODEL MRA(#24DACI)OR EQUAL FOR ROCK TIE D ��, W N 'T O SLAB �=M LL !
L :I"=1vixe W2I I
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TIE DOWN TO GROUND 2X4 SYPKD STUD 24"OC
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SCALE:2'=1' z U J J 1
1/2"EXPANSION BOLT Q 48"0 C
2 1/4"EMBED WITH 2"X 1/8"WASHER
2X4 PT BOTTOM PLATE 1 j
T �� til 3 1/2"CONCR&E SLAB d �_-��- i
j }� ROBIN BUILDERS,IN�.
8X8#iD/10 WWM PO BOX 1067
FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE 6 DEAD LOAD ZO" p ){{ KE WALES,FL.335
G d t OR FIBERMESH ' (863)638-1294
N FLOOR LOADING. ;i
G (3)#5 RODS(MIN.3-CONCRETE COVER)
UNIT WIDTH 6' B' 10' 12' 13'9' i. SUBURBAN, STUCCO
FLOOR JOIST 2x4 2X4 2x6 2X6 2X6 de d•. e FLORIDIAN, PINEY
ri NOTE:BOTTOM PLATE IS ATTACHED TO STUDS BARN, .GREENHOU5 E
1
A' 16' 18' 18' 28.5' 40.5' WITH(2)3"X.120 NAILS&WITH 1 1/2" CLASSIC. RUFFY I i
11 STUb2TOGBOTTAOVM LATTEE ONNIyECTION. AMERICANA, STEEL
B' 40' 60' 84' 84' BI,' (10) 1/4"X.105 NAILS PEfSTRAP. j
NO U STRAP ON STEEL/GREENHOUSE.
"AMID S.W
FOR 125 PggSF�FLOOR LOAD, 16'OC OggR 24'OCpFLOOR 1�JOISTS CAN -15-201 5 of
WITHSAOCENTERN3KID DIMENSION
ANIEXTRAISK�DVIS P�AMED UNDER4EACH J ,
OUTSIDE WALL. TIE DOWN I T H O.0 L O O R � NOTED
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