HomeMy WebLinkAboutProduct Approval PLA Manufacitaed BuAding PrArafn
1340 Nonh h1moe Street
BUs[Ctes� = Sixe90A
Profess bhal Talllahasw, FlaMa 323W0772
phone-$50,48•'_1824• flax=W.414 P36
3 201 b
Ken Lawson,Secrete Rick Scott,Govemor
Co PF` September 03, 2016
L wis aFi �
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 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,,
LO
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
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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 Z J°-
CODE-R AND ASCE 7 FOR 160 MPH ULTIMATE WIND SPEED,(3 SECOND GUST) PROTECTED PER NEC 2008 ED.A; TURE LOCATIONS 8 TYPE MAY VARY. w IL<�
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.
ALL OTHER APPLICABLE CODES. a O C13>W 0
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3.BUIL14.OPTIONAL EXTERIOR WALL C ERINGS INCLUDE CORRUGATED ALUMINUM.DING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.50!125 PSF FLOOR LOAD. MESA ALUMINUM,4-LAP ALUMI M,5/8'PT T-111 SIDING,VINYL SIDING a T
NOT FOR HABITATION. WITH ENERGY BRACE BACKER, ER CEMENT PANEL &"STO"STUCCO ON W 0 M
5/8'DENSE GLASS GOLD OR SU .UFF.ROOF COVERINGS INCLUDE ALUMINUM W a n
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR SHINGLE ROOF OVER 5/8"P OOD WITH 2LAYERS OF 15 LB.FELT OR
PERMATILE OVER 7/16'OSB AND;a 5 LB.FELT.
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u 5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 'I W --T
m 15.USE 7/16"X 1 3/4"16 GA.STAPL' FOR ALL CONNECTIONS BETWEEN WOOD Z m °- 0 w
SPACING SHALL NOT EXCEED LIMITS AS INDICATED. SIDING/ROOF AND FRAME. "�il J N
b 6.ALL LUMBER TO BE#2 SYPKD 18.3/4"PLYWOOD FLOORING SURM„,�CE NAILED WITH 3”X.120 NAIL SPACED 6"OC _ z L-_
EDGE/10"OC FIELD. i N >0
7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED '-wU L)
FOR GROUND CONTACT WIGALV.FASTENERS. 0 Z
17.FOUNDATION,FOOTING AND A 1 HORING OF UNIT WILL BE THE OWNER'S .-Z a
8 RESPONSIBILITY TO CHECK WIT. LOCAL CODE AUTHORITY TO VERIFY SPECIFIC 3 m>O�
8.TRUSS DESIGNED TO SUPPORT D.L.-L.L.=35 PSF. REQUIREMENTS AFFECTING TH NSTALLATION'SETUP AND UTILITY Z v�x
• CONNECTIONS TO THIS BUILDIN THE PURCHASER ASSUMES ALL 0 0
9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, RESPONSIBILITY FOR COMPLIANT-E WITH LOCAL,COUNTY OR MUNICIPAL CODE
` 32,000 MINIMUM YIELD STRENGTH. REQUIREMENTS FOR THIS STRUT URE.
10.USE#8 X 314"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 18.ROOF DRAINAGE PER 1503.4 kA903.4
ALUMINUM LAP SIDING AND FRAME.USE#8 X 1"WITH 1/2"ALUM BACK NEOPRENE p,,,
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS
SPACING AS FOLLOWS:
ROOF/SIDING-PERIPHERAL MEMBERS 2 112"OC
ROOF/SDNG-INTERIOR MEMBERS 5"OC 'r�� FLOOR LIVE LOAD:
<' SIDING- 12"OC BOTTOM PERIMETER. VV A. 50/125 PSF POB1 OX 11067RS, INC.
LAK WALES FL 33859
,n - � � ROOF LIVE LOAD:. (86 638-{294
N 11.DOOR SHALL BE 1"X 1"STEEL TUBE FRAME WITH AN ALUMINUM APR1 � l O V ED W JO PSF
PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH DOCUMENT !
O;� ROOF SNOW LOAD:
ALUMINUM RIVETS.DOOR ATTACHED TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE ji J, I ' T NOT APPLICABLE EAE
_
DOUBLE ALUMINUM DOORS,GARAGE DOORS,AND PREHUNG STEEL DOORS.TYPE, V M EN 1 - ! WIND LOAD: RBAN, STUCCO
SIZE,QUANTITY AND LOCATION MAY VARY.DOOR HEIGHT�=400 SO.FEET PER 1008.1.1(8)&R311.2. W ULTIMATE 180 MPH; NOMINAL t24 MPH DIAN, PINEYB. RISK CATEGORY t GREENHOUSE
C. B WIND EXPOSURE CATEGORY IC, BUFFY
D. GCpi - +-.55 INTERNAL PRESSURE CANA, STEEL
E. +39.6. -42.9 PSF DOORS
+49.3, -62.0 WINDOWS E2010
S15-12 1 of 5
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UONITS DE WALL ON 13'9" m y N.
VARIES TO 50' 0" °0 1
PT 2X4(6)FLOOR JOISTS 24"OC5/8" 124"6"HELIX(OR EQUAL)ANCHOR FOR SOIL N
PT 2X4(6)RAIL MOS L MRA(#240ACI)OR EQUAL FOR ROCK Z
PT DOUBLE 2X6 SKID (3)3"X.120 NAILS �— .03ALV.STRAP OR CABLE OF 4750#CAPACITY a
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3 a O10'-14'WIDE UNITS
PT 2X6 FLOOR JOISTS 24"OCTBLOCKS FLOOR FRAMING aU3'a
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_ 2X4(6)PT FLOOR JOIST [��[,,Q��KKB U� 2 INC.
a (861294 33859
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6-3"X.120 NAILS PER PLAT
n 2X4 PT HEADER SUBURBAN, STUCCO
PT DOUBLE 2X6 SKIDS FLORIDIAN, PINEf
BARN, GREENHOUSE
CLASSIC, RUFFY
NOTE:DOUBLE 2X6 SKIDS DADOED 1.25"DEEP TO ECEIVE AMERICANA, STEEL
FLOOR JOISTS.(4)3"X.120 NAILS AT EACH
CONNECTION.
2010 SW `
a FLOOR DETAILr '3-15-12 2 .15
N.T.S. r. NONE
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RAFTER SCHEDULE: 2X4 RATTERS 24"O.C.
FRAMING FOR SUBURBAN,FLORIDIAN,STUCCO,PINEYWOOD.BARN AND VIN 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 m O H N
SINCE GABLE CAN BE IN EITHER
DIRECTION. 20 GA.2.5"X 4"MITEK CONNECTOR PLATES o
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TRUSS KINGPOST ON TRUSSES>99" "`j2 0
25 ROOFING:SEE NOTE#14
1 112'X 5"26 GA.GALV.STEEL PLATE a-
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MAX. 12' (( ))
(6)1.25"X.105-NAILS(TYP.) PTAPLES PER4� "R
CONNECTION 4
ROOF FRAMING 2X4(6)FLOOR JOIST
DOUBLE PT 2X6 SKIDS o >w
N.T.S. I TYPICAL DOOR FRAMING a] moo
Base Rail or Top Rag DOUBLE 2X4(6},(8);1:12 SLOPE f`J' X. 13' 9" -{ MAXIMUM DOOR SIZE W "r
/// I 120"W X 84"Hco
32 / DOUBLE 2X4,MAX.12'SPAN n o
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SINGLE 2X4 FOR SPAN A. cl< z
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.118"dia.hole OPTIONAL SLOPE ROOF FRAMING ROOFING:SEE NOTE#14 NWS �� 3
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1 5!8"x 3 112".038 Steel Slud 3 zIC311NDIOJya
m r NOTE: THIS NON STRUCTURA�II RAMING J
OP l IONAI_ STEEL STUD UD DE TAIL APPROVED DETAIL MAY VARY."FLO DIAN"
�t y HAS NO OVERHANG." N" "Mw/r. w-,
N.T.S. DOCUMENT HAS
OVERHANGAISS6'.
TYPICAL WIN.FRAMING
DOCUMENT 1 1�1 ..
2X4 TOP PLATE NON LOAD BEARING AREA OVER DOOR PO BOX OILLDERS,INC.
24"O.C.
2X4#2 STUDS LAKE WALES, FL. 33859
24'O.C. 2X4#2 SYP STUDS. (663) 638-1294
( /
1X4 PURLIN DADOED:: FLOORING:SEE NOTE#16
1X4 PURLIN
DADOED INTO INTO STUDS SUBURBAN, STUCp
STUDS `/ FLORIDIAN, PINEY'
MAX. 99" SIDING:SEE NOTE#14'' BARN, GREENHOUSE
STEEL FRAME
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DOUBLE2X 2X4(6)FLOOR JOIST.
2010 Sw "
1X4 BOTTOM PLATE
TYPI !�-�ICROSS TION '11- 5-12 3 °"5
SIDE WALL FRAMING SALE, 1 4.• = OTED
Pits No. C 1 C S W.-
jtk-hard L.Sut ock
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12 20 GA.2:5"X 4"MITEK CONNECTOR PLATES
2X4 CONNECTION
(4)3"X.120 NAILS PER DOUBLE 4 �— - -� EACH SIDE OF JOINT
20 GA.3"X 6"CONNECTOR PLATES O3,nN
AT THIS CONNECTION ON 13'WIDE m N
UNITS ONLY N
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1 1/2"x 5"26 GA.GALV.STEEL PLATE z
(6)1.25"X.105"NAILS j DOUBLE 2X4 STUDS&RAFTERS O
DOUBLE 2X4 STITCHED W!3"X.120 NAILS 12"OC S a
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1X4 PURLIN O O4
1X4PURLIN O P:
1'?j (3)7116"X 1 3/4"
1 1l2'X 10"26 GA.GALV.STEEL PLATE Ij STAPLES PER CONNECTION l z
(6)1.25"X.105"NAILS(TYP.) :;I w 1 z p or
1 X4 BOTTOM PLATE Uof
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DOUBLE PT 2X6 SKIDS --,.,,j � �an
TYPICAL DOOR FRAMING:
13' MAX. MAXIMUM DOOR SIZE- C 0
120"W X 84"Hap
END WALL ERA 1iING w <n�
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0 1X4 SYPKD ON 6'&8'WIDE UNITS ONLY
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1X4 PURLIN 12 20 GA.2.5"X 4"MITEK CONNECTOR PLATES N D I C v=M O .,w
(3)7/16"X 1 3/4" 4 EACH SIgE OF JOINT o N U O
N STAPLES PER CONNECTION \ "APPROVE D" z w
$ DELETE OVERHANG ON RUFFY - 20 GA.3"X 6"CONNECTOR PLATES C4
AT THIS CONNECTION ON' T WIDE 3 z O O
&AMERICANA MODELS UNITS ONLY. DOCUMENT 0 J
----2X4 BOTTOM CHORDS ON 10',11' V
3 &13'WIDE UNITS ONLY
m
16-
(3)3"X.120 NAILS 2X4 STUDS&RAFTERS 24"Ot.
PER CONNECTION
92" MAX. ROBIN BUILDERS,INC.
PO BOX 1067
LAKE WALES FL. 33859
1X4 PURLIN MAX.SPAN(IN)UNDER BEARING (863)638-1244
(3)7/16"X 1 3/4" EXTERIOR WALL
n 1 1/2"X 10"26 GA.GALV.STEEL PLATE STAPLES PER CONNECTION p_2X4 2-2X6
(6)1.25"X.105"NAILS(TYP.)
1X4 BOTTOM PLATE
1/IL E y
J A FILLER /B RUFFY
CLASSIC
DOUBLE PT 2X6 SKIDS HEADER TYPE MAX.SPAN AMERICANA
m' I 13' MAX. A 64"B 95"
" 2010 SW
CROSS SECTION DETAIL -15-12 4of, 5
N.T.S. NONE
FRAMID)G FOR RUFFY,C`' SSIC AND AMERICA M
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Date- 1. !S -t P'leee Nw— �..__....
�- Itll'IRAi'tdlJ.1�U1•F4CIS �.
USE 1/2"DIA.RED HEADS )Noda18 s6l:lio�t F18rRSb3k7R�+]QfT Y'30TIrcA Corlo�ce0c :j:r�'
@ 2'FRM EACH END d @ 8'-0"O.C.(MAX)
PATIO ANCHOR MICS-2
OR APPROVED EQUAL
W/2 1/4"MIN EMBEDMENT aMo o; �+,
IN 2500 PSI CONCRETE .035 GALV.STRAP OF 4750#CAPACITY ggo m j
M n I
i ZO
.035 GALV.STRAP OF 4750#CAPACITY OR EQUAL
w
STRAP IS THREADED I~<� a
THROUGH SLOTTED BOLT
AS THE BOLT IS TIGHTENED, p <
THE STRAP WINDS AROUND O \_ x o
THE BOLT SHANK. DOUBLE PT 2X6 KID m
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0 o�
3 112"CONCRETE SLAB. G o
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Z2
6X6#10/10 WWM L) J o.
OR FIBERMESH <<
DOUBLE PT 2X6 SKIDrb
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00
"APPROVED � oM'
2"(OR 4")X-8-X 16"CONCRETE BLOCK � � �,o
BLOCKS 8 TIE DOWN ANCHORS SPACED 2'
FROM EACH END,THEN ON MAX.8'CENTERS. DOCUMENT
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s u " v] ww0) W ot�
TIE DOWN ANCHOR: 5/8'X 24"6" IELIXH(#24SH)OR EQUALF OR SOIL ;lj �>N a O w,
MODEL MRA(#24DAC1)OR EQUAL FOR ROCK
TIE: p ' WN TO SLAB a �=M r o>
a im
TIE DOWN TO GROUND 3 M<01
~,
N 2X4 SYPKD STUD 24"OC A h 3
SCALE:2"=V o J
1/2"EXPANSION BOLT @ 48"O C U <
2 1/4"EMBED WITH 2"X 118"WASHER
m 2X4 PT BOTTOM PLATE
d' 4
3 112"COHCRLOTE SLAB G ...�....
% ROBIN BUILDERS,INC.
rd j 6X6#10/10 WWM POB WALES ,FL.3385
FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE 8 DEAD LOAD 4a OR FIBERMESH
FLOOR LOADING. 20" d (863)638-1294
N
c (3)#5 RODS(MIN.3"CONCRETE COVER)
n
UNIT WIDTH 6' 8' 0' 12' 3'9" SUBURBAN, STUCCO
FLOOR JOIST 2X4 2X4 2x6 2X6 2X6 • •. • FLORIDIAN, PINEY !
NOTE:BOTTOM PLATE IS ATTACHED TO STUDS BARN, GREENHOUSE
'A' 16' 18' 18' 28.5' 40.5' WITH(2)3"X.120 NAILS 8 WITH 1 1/2" CLASSIC, RUFFY
X 14" 6 GA.GALV."U"STRAP AT EACH
STUD TO BOTTOM PLATE CONNECTION. AMERICANA, STEED
B. 40' 60' 84' 84' 84' ; (10)1 114"X.105 NAILS PER STRAP.
NO"U"STRAP ON STEEUGREEN HOUSE.
FOR 125 PSF FLOOR LOAD, 16'OC OR 24'OC FLOOR JOISTS CAN 010 SW
BE USED SO LONG AS DIMENSION'B'IS DIVIDED EQUALLY @ 42' F-A�S;
5-201 5 of $
WITH A CENTER SKID AND AN EXTRA SKID IS PLACED UNDER EACH TIE D O`VV N ITT H O U LO O R NOT OUTSIDE WALL.
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