HomeMy WebLinkAboutLetter; Manufacturer Certificationon"�
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September 03, 2016
Lewis Hartley
Robin Btillders, Inc. - FL
Post Office Box 1067, 14915 Hwy 27 S.
Lake iNales, FL 33859
RE: ManufacturerCertificatlon, ID MFP-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 5S3, Part I, Florida Statutes, to manufacture Storage Sheds,
Manufactured Buildings for installation In €farida.
ConslrudJon or modification on a manufactured building cannot begin until the Third Party
Agency hasapproved the plants 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 oFthe plans] for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are in compllance 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 monttoring 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 ofthis program.
Your certillcatian is approved for three years from this date. You will receive a renewal notice by
Email generated by the 50S (WNW-#lVddahi its ding.gra) for online renewal. if your have questions
you may contact Robert Lorenzo at 850.717-1839 or our FAX at 850-414-M6.
Please visit our website at Ymm goridabuilding ara to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sinnce�relyy,,
Robert Lorenzo
Manufactured Buildings Program
cc: Professional Service Industries
RMS00%Goveow
RECEIVED
JAN 2 8 2021
Permitting Department
St. Lucie County
CO� F
RECEIVED
1
PSI APPROVAL 1017 .12-01
1
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JAN 2 8 2021
i
CODE REVIEW
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Pror"smnm s"m"" mawr m. '
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Permitting Department
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St. Lucie County
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GENERAL NOTES
NOTES
I. THIS STRUCTURE HAS BEEN ESIGNED IN ACCORDANCfi-WLTHfHt;iQD17 FLORIDA BOG.
STH EDITION AND ASCE7-10 OR 160 MPH ULTIMArF�` WIND'$1?EIrD, (� SECONQ'GUST)
EXPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 2014 PIRE PRES%. CODE, 201d'NEC.
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND
.ALL OTHER APPLICABLE CODES.
3. BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE. 501125 PSFF-FLOOR LOAD.
NOT FOR HABITATION.
4. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
8.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS•AS SHOWN. BUT MEMBER
SPACING SHALL NOT EXCEED LIMITS AS INDICATED.
6. ALL LUMBER TO BE 92 BYPKD'
7. ALL WOOD WITHIN 8" OF GRAIDE OR IN CONTACT WITH MASONRY SHALL BE TREATED
IN ACCORDANCE W/AWPA U7 W/GALV. FASTENERS.
8. TRUSS DESIGNED TO SL!PPO kT D:L + L:L. = 35 PSF.
9. L,AIi•_L]hil�l rUJ11;- I ICiG/aCiDFi- i -TO BE 3604 ALLOY CONFORMING TO ASTM B-209,
H.
2s�90.. IWyy L ��{1 IGET j�yppTTµµM��
1 ALUSN11N811 AS FOLLOWSN CON �CT O USE
St.TW�E ROO 2AND FRAME' ETAL SCREW FOR ALL N PRONE
WASyy A
SPAOIN
SIDING -PE PHERAIL MEMBERS 2 112" OC
ROOF(SIDING - IN : RIQR MEMBERS 5" OC
SIDING - 12" OC Bi, - OM PERIMETER.
1
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12. ALL WIRE SHALL.BE #12 THHN' OLiD COQPEF► WITH:GROUND. WIRING
PROTECTED PER NEC 2014 ED. IXTURE LOCfc'TIONS •& TYPE MAY VARY.
13, ALUMINUM WINDOWS - TYPE;,SIZE QUANTITY -AND LOCATION MAY VARY. "
14. OPSIOI`JAL TRIaR WALL G AERTNGSaNC `-UDE CORRUGATE-D ALUMINUM,
1 .,US /F{OOF fI:NI�'FFtAMESTAPQE FOR ALL CONNECTIONS BETWEEN WOOD
i6. 314" PLYWOOD FLOORING SURFACE NAILED WITH 3' X.120 NAIL SPACED 6" OC
EDGE/ 10" OC FIELD jl
IS. ROOF DRAINAGE -PER 1503.4
19. STORAGE SHEDS-c 720 So-
9 I�
CODE
MUST COMPLY WITH FBC, BUT ARE NOT REQUIRED
Y WIND BORNE DEBRIS IMPACT STANDARDS
i
.I
STRUCTURAL LOAD LIMITATIONS
-
FLOOR UVE LOAD:
A. ,6Qj125 PSF
I
ROOF LIVE LOAD:
1
A. 30•1151`
ROOF. SNOW LOAD:
,�•�•—^� •'
NOT APPLICABLE
/
WIND: LOAD:
A ULTIMATE 160 MPH: NOMINAL 124 MPH
1
B. RISK CATEGORY 1
C. C WIND EXPOSURE CATEGORY
D. GCpi = +—.55 INTERNAL PRESSURE
7
E. +39.6, —42.9 PSF DOORS
F. +49.3. —62.0 WINDOWS
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CODE REVIEW
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Orland.. Ff.,(E. 32e73
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cc n,o:e.a
N• EACFI04JTdENIALLA0�3 9��
WIDE UNITS
r 8,:�.-,9WX (O5.EQUAB)-ANCHOR FOR SOIL
:Mf�A �42DA61) OIL;SQUAL FOR ROCK
3 'LVJ§fAAP Of C"LE°OF 47509 CAPACITY
VARIES T01,13' 9-
a, -8'�¢WIDE UCN RSOISI'3 24" OC L-- (4) 3" X ,'120 NAILS PER CONNECTfON \ ` :f
iPTT2X6FLLOQOR�b�STsz4"aCT�`P60A FLOOR FRAN1fN0 \ u - 2" (OR 4 X 8`X f 8" SGLI�I CONCRETE &LOCJCS
AND 71. OWN ANCHORS SPADED 2- FROM
N.T.S. EACH Et ; 7F.IEN MAX. �' CENTERS.
3f4' OR 5/8" SF PLYWOOD j
n I 2X4 (8) PT FLOOR JOIST FLOOR JOISTS AT 21' OC V,'IL' SUPPORT' 50 PSF LI VC 6 DE0 LOW
FLOOR LOADING.
�—
e•i '
26 GA GALV. ANGLE'PLA
_ 6-31 .120NA1L'S•PEF2'P 7- UNIT WIDTH 4j' 8' lo; 12' I3' 9-
2X4 PT HEADER
FLOOR JOIST 2X4 -2X4 2X 2X6 2X6
_
PT DQUSLE 2X6 SKIDS `A' 16' 18' 18; 28.5• 40.5•
• �8' 40t •60`-' 8y 84' ey
u NOTE: tqtj E x6 gKID5 D�qp ED:7,2. -;ES p h --CEIVE
ppggRL J. 1573 (4) 3" X .9D�i1A44N;AFAµ1' .';
NfJEG.fQhl. FOR;f 5 5 P R" D. 6.q0�. 0 OC.FICO ��x�l0,L CAN
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'2017 -5v
2-1-17 2 of A
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FR{{1MI(i1G:F085UBURB4N, FLORIDIAN. STUCCO: PIN&Y.Wdob BA' fj --AND
NOTE. SINCEO�BLE'CA�NBEINER g C
DIRECTION
7FtUSS KINIJPO,9T.ONTRUSSES>99"'--`
1 1(2" X 5' 26 GA. GALV. STEEL R ATE
(8) 1.25" X .10S" NAILS
S:OING: SEE NOTE #1a ••—
(613" X. 120 NAIL 3
—MAX. 12, PER CONNECTION 1 112" X S" 26GA. GALV. STEEL PLATE
' (6) 1.26' X .105" NAILS UYP.) —�
mnnt= FR
'ODE REVIEK'
:lJ6.0•d StmN
:•4ntfw Flvnr4::G- -
j 20 LEACH SIDE OF 7RU3SNNECTOR PLATES
1
2 5 ROOFING: SEE NOTE#14
11
.)X4
SLE2X4
PURLIN
ji
2X4 #2 SYPKD STUD
AND RAFTERS
\— ST 7S/ 8P XD PURLIN
CONNECTION
A M 1 N G ZX4(6) FLOOR JOIST --- UBLE PT 2X6 SKIDS
N.T.S. I TYppX��ICAL DOOR FRAMING
Sa �� Base Rail or lop Rail DOUBLE ZX4 (6), (B);1:12 SLOPE M I $' 9" 120" W X BD H SIZE
DOUBLE 2X4, MAX.12'SPAN
-r- % #10 Type A screw E N Q WA. L. F R;A 6" i I N G
N.T.S_
Is 2X4 RAFTERS 24 OC
1 \ SINGLE -2X4 FOR SPAN < 991
r `Swaged dimple wile • • • DOUBLE 2X4 FOR SPAN <144"
.116" dia. teas NOTE., R 0 0 F SYSTEM INRpLLED ON <2•ii'2 P,00pgg
• SHALL COMPLY WITH FBC 1504 PERFORMANCEREOUIREMENTS. t•
1 SIB') 31•:° 738 $12e1 b4: P•�"�D
•�� TiOi•JAL SLJPE F<GCii= Fi=?�_i•'hi1111,_,j •�;
NOTE. THISNON STRUCTURALFR' ING J
OPTIONAL STEAL STUD DETAIL
N.T.S.
TYPICAL WIN. FRAMING NON LOAD BEARING AREA OVER DOOR
2X4 TOP PLATE — 2X4 #2 STUD*
24" O.C.
1X4 PURLIN
STUDS
INTO
MAX. 99"
4.,
DOUBLE2X .
2Y.4 92 SYP STUDS '
R2-21' 0 G j
1X4 P INTO STUDSED • j �`'
SIDING: SEE NOTE#14 —t-�
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ROBIN BUILDERa IN(.
PO BOX 1067
( 63) WALES.-11L 33859
FLOORING: SEE NOTE#16
SUBURBAN, STUCCO
PLORIDIAN. PINEY
DARN, GREENHOUSE
STEEL FRAME
^� :2017 SW —
gR74:-S& SEC 1 1 QN " S NOTED 3 of 4
.� SCALE: 1 /4' = 1 `
_'I I
(4) W'X'.120 NAILS F'i% .; .1) LE- -
—�
ii7Nt WON
1 1/r 5'26tGR GAb&ST- 1 '1 '� .{'E
(6) 1}i�k: f0IvL5
1 1/2' X 10" 26 GA. GALV. STEEL, PLAT E
(6) 1.25" X AWVAILy4 (1YP.)
1X4 SYPKD ON & & 8' WIDE UNITS ONLY
1X4 PURLIN 12
STAPLES PER CONNECTION DELETE OVERHANG ON RUFFY •
& AMERICANA MODELS � �X-
' 2X4 BOTT..
&:t3'WIi
PER CONNkCTIO)3
92" MAX,
'X 10" 26 GA. GALV. STEEL PLATE
.25" X .105" NAILS (TYP.)Ti-,
1 DOUdI:E•P-T AU
dS' MAX:
PSI APP11-4VAL 20=
7-12�0
CODE REVIEW
Wofossianaf Serv:rn G,m"ll..a:
fJdonda Fialid. 338L'
12 20 OA. 2,5".1f 4" MITEK CONNECTOR PLATES
4 jE4CH SIDE OF JOINT
20 GA 3" X 6-CONNECTOR PLATES
ATTHIS CONNECTION ON ITWIDE
UNITS -.ONLY
r.
17011[3@�E2X4 STUDS & RAFTERS
12" OC
Dims
S fiT t WED W/3" X .120 NAILS
1X4 PURLIN
1X4 PURLIN
'(3) 7/16' X 1 314'
:STAPLES PER CONNECTION
\
1X4 BOTTOM PLATE
DOUBLE -PT 2X6"'SKIDS
)
TYPICAL DOOR FRAMING:
I3' MAX. i
I
MAXIM UM DOOR SIZE -
1)
EN D WALL FRAWN
G
N.T.S.
20 GA. 2.5" ?(4" MITEK CONNECTOR PLATE
EACH SIDE -OF JOINT
20 GA. 3" X 6" CONNECTOR PLA .
S
AT THIS CONNECTION ON 13!t[DE
UNITS ONLY. -I
ON 10',.11'
2X4 STUDS & RAFTERS 24" Q.C.:I
rl-
1 X4 PURLIN .j MAY.. SP N. UNOER BEARING
(3) 711W X 1 3/4"WALL
STAPLES PER CONNECTION J 2.2X4 2- 2X6
IX4 BOTTOM PLATE
PLY —m-1
q FILLt B
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11 IN BUILDERS, INC.
PO BOX 1067
L',TyE WALES. FL. 33659
(B63) W1244
RUFFY
12LA SIC
11A(ERICANA
2017 SW
'1'1-1-'17 Dd
NONE .
-1
mI
STRAP IS THREADED
THROUGH SLOTTED*B
As THE BOLT IS TIGHTE
THE STRAP WINDS AROL
THE BOLT SHANK.
USE 112" DIA. RED HEADS
(9 2'PRM EACH END & @ 8' - 0' O.C. (MAX)
PATIO ANCHOR MICS-2
OR APPROVED EQUAL
W12 i/W MIN EMBEDMENT
IN 2500 PSI CONCRETE
.035 GALV. STRAP OF 4750# CAPACITY OR EQUAL
DOCUM
.035 GAI.V. STRAP OF 4750# CAPACITY
DOUBLE PT 2X618i
'i112'CbNCAETE SLAB.
6XG *10110 tAA'VM
OR FIBERME%-
DOUBLE PT 2XG SKID i
(OR,4") X 8- X 16" CONCRETE BLOCK
Bh6S &J'TIE DOWUNCHORS'SPACED 2' lb
0Kk
FROM EXqf� END-, T'. WON MAX. 8' CENTERS.
TIE DOWN ANCHOR: 518' 3ORTRY0.4 HELlX(#.$0DHC,28OR
slb"Q&.Joh',,�d ux(424'sviyoRE0 AL -FOR SOIL
T66liE9jW0*24D'ACfi . OR EQUAL FOR ROCK TI
TIE D0VW,-N T0-- GROUND
SCALE 2" = 1' a
FLOOR JOISTS AT 21-' OC WILL SUPPORT 50 FSF LIVE a DEAD LOAD
FLOOR LOADING.
UNIT WIDTH 1. a. 10, 12,
FLOOR JOIST 2X4 2X4 2X6 2X6 2X6
16" Ifl, Is, .28.51- 110.51
40' 60' 84" 86! . 84"
FOR 125 PSF FLOOR LOAD QR�ffi. Op%'F5.LljR'g1j1I
16 0
R USED _S5 LONG AS OIM 0
hr US�D SO LONG AS DIMiNwIog--..B"- TDIVI
WITH A CENTER SKID AND ExTRA'SMUt 1111 MPER
I i� kR11 EACH
OUTSIDE
S E L
UTSIDE WALL.
.:.7 .:.7
4
3 It .1 co�—c`Riam SLAB
4
4<r
p- Cj -4'
0
jfI
--V I--------
�27di.o sw
S� AS
'NOTED