HomeMy WebLinkAboutShed information SETUP AND INSTALLATION OF SINGLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE UNIT ISS E AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE
BUILDING LcooffLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING
IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING (SEE TABLE 3).
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 30" AUGER ANCHOR
THRU THE 2"x4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL (4,900LB)
1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE.
5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE
CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM
PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2"
WEDGE ANCHOR.
7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE
2"x4" BOTTOM PLATE.
TABLE 1 TABLE 2 TABLE 3A
ANCHORING TO CONCRETE SKID RUNNER SPACING* PAD TYPES
SHED WIDTH UPLIFT (PLF) ANCHOR SPACING SHED WIDTH X1 X2 X3 TYPE PAD DIMENSIONS MAX. LOAD` MATERUU
20'-0" 400 3'-6" 13'-8" 1'-10)" V-104" V-104" 1 2"x8"x16" 1778LBS CONCRETE BLOC,
CEMENT AND SAI
13'-8" 280 3'-6" 11'-8" 2'-8" 6'-4" - II 4"x8"x16" 3500LBS CONCRETE BLOC,
CEMENT AND SAI
11'-8" 240 3'-6' 10'-0" V-7" 6'-10" - III 16"x16" 3950LB5 ABS PLASTIC PA
10'-0" 200 3-6" 8'-0" 0'-9" 6'-6" - IV 8"x8"x16" 1900LBS CONCRETE BLOC
CEMENT AND SAI
8'-0" 160 3'-6" 6'-0" 0'-10" 51" - • BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TY
NOTES
6'-0" 120 S-6 'VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4" 1. HOLLOW OR SOLID CONCRETE BLOCKS (8%8%167 MAY BE
SKIDS ONLY. 13'-8"WIDE SHEDS HAVE (4) SETS OF SKIDS. ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCII
2. ASS PADS REQUIRED ON 11'-8" AND 13'-8" WIDE SHEDS I
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE
SHED WIDTH TYPE LW(PLF) END PAD MAX. SPACING END PAD SIDE RUNNER INTERIOR SIDE RUNNER
PAD TYPE PAD PAD TYPE
13'-8" SW/DW 4.15/332 0"TO 6" 6'-0" 1936LB I, 11, III, OR N 1879LB I, 11. III, OR N
11'-8" SW/DW 6.00/480 Cr TO 6" 6'-0" 2558LB I, 11, 111, OR IV 2558LB 1, 11, III, OR N
10'-0" SW/DW 5.00/400 Cr TO 6" 6'-0" 2400LB I, II, 111, OR N 2400LB 1, II, 111, OR IV RECEIED
8'-0" SW 4.00/320 Cr TO 6" 6'-0" 2029LB 1, 11, III, OR IV 2133LB 1, 11, III, OR N JUL 4 201
6'-0" SW 3.00/240 0"TO 6" 6'-0" 1658LB I, 11, III, OR IV 1866L6 I, II, III, OR N
• LOAD WIDTH OF UPLIFT ON RUNNER Permitting Department
NOTES St, Lucie Countv
1. PAD SPACING IS END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING.
2"x2" GALVANIZED WASHER
2"xZ" GALVANIZED WASHER WITH 1/2" NUT1/2" THREADED ROD
WITH 1/2- NUT OPTIONAL FOR "HIGH SET"
1/2"THREADED ROD EYES BOLTED TOGETHER WITH 1/2"x2"
OPTIONAL FOR "HIGH SET- BOLT & NUT WITH (2)2"x2" GALVANIZED 1/2" COUPLER
1/2' COUPLER % _ WASHERS (2.000LB SHEAR CAPACITY) _
xl
1/2"x12' FORGED EYEBOLT §
1 G
EYES BOLTED TOGETHER WITH 1/2"x2" L TYPE 1, 11, III, OR IV PAD WITH
BOLT & NUT WITH (2)2"x2" GALVANIZED 1/2•x3• (400 La.)--/ SIMPSON A-24 CONCREI
WASHERS (2.000LB SHEAR CAPACITY) BLOCKING AS REQUIRED (SEE TABLE 3). CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL C
30" EARTH AUGER ANCHOR I (SEE TABLE 1 FOR SPACING)
(SEE TABLE 4 FOR SPACING) SHED WITH SKID
SHED WITH SKID
TO PAD OR BLOCKING ANCHORED TO CONCRETE
TIE-DOWN DETAILS
SETUP AND INSTALLATION OF DOUBLE WIDE SHED -
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS 1
PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. L..�...` _...�,._..a..�,
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE AS
BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3).3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THEY h�- '{
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)4"x42"
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS CODE INFORMATION
PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). CODE VERSION FaC 2017 6th ETWo ASCE-7
5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS MANUFACTURER SUPERIOR SHEDS
REMOVED. BUILDING TYPEOF
BMMING
6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO R800+nk LAWN sTORACE
CONSTRUCTION TYPE Y-e
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY S70RIGE
ALLOWABLE NUMBER OF STORIES 1
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS BASIC WIND SPEED Yr mmPh
EXPOSURE O
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE ENCLOSURE ENOLDSED
AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE INTERNAL PRESSURE COEFFICIENT +/-0.1e
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. IMPORTANCE FACTOR 1.15
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 4B. ROOF DEAD LOAD 10PSF
3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF LIVE LOAD 20PSF OR 300me
Y (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. FLOOR DEAD LOAD ePsr
FLOOR LIVE LOA) STD.75PSF— 125PSF OPT.
rc TABLE 4A -a• RATING OF WALLS, FLOOR, ROOF N/A
30" AUGER ANCHOR SPACING — SINGLE WIDE
MODULES PER BUILDING 1
SHED WIDTH LW UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** HURRICANE PROTECTION USAGE NO
fY
13'-8" 7.00 243 0'-0"TO S-O" 10'-0" HURRICANE SHELTER USAGE No
SQUARE FOOTAGE LESS THAN 720 SO.rr.
11'-8" 6.00 208 0'-0"TO 3'-0" 10'-0"
REVISIONS
10'-0" 5.00 174 0'-0"TO S-o" 10'-0" REV DESCRIPTON DATE BY
8'-0" 4.00 138 0'-0"TO S-0" 10'-0"
6'-0" 3.00 104 0'-0"TO S-0" 10'-0"
TABLE B
30" AUGER ANCHOR SPACING — DOUBLE WIDE
SHED WIDTH LW UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING—
Drown By: MTB
20'-0" 10.00 1 400 0'-0"TO S-0" 5'-0" 0 Date:
• LOAD WIDTH OF UPLIFT ON RUNNER W 4/26/16
•• LOCATION FROM END WALL OF AUGER ANCHOR = Scale:
••• MAXIMUM SPACING BETWEEN ANCHORS cn N/A
NOTES oriel
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. LLJ ALL
2. ALL MEASUREMENTS ARE CENTER-TO-CENTER. GENERAL NOTES
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. 1. FOUNDATION PLANS ARE NOT PART OF THIS
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0" PLAN SET AND ARE GOVERNED BY LOCAL
BETWEEN ANCHORS.. JURISDICTION.
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN 2. THIS BUILDING IS EXEMPT FROM THE FBC
EXISTING BUILDING: IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE Ll_I ENERGY CONSERVATION CODE PER SECTION
TO THE SIDE AS POSSIBLE. J 1015.22.
M 3. REFER TO TIE-DOWN DETAILS FOR PROPER
:mD INSTALLATION REQUIREMENTS TO MEET CODE.
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NOTCH OR COUNTERSINK BOLT
THRU 2"x4" BOTTOM PLATE (n
2"x4" BOTTOM PLATE NAILED
1r
1/2"x5" (400 LB.) CONCRETE TO 2"x6" P.T. BASE L_I__I _Z —
WEDGE ANCHOR INTO SLAB MIN.
THRU 2"x4" P.T. BOTTOM PLATE
(SEE TABLE 1 FOR SPACING) e-------A°------- "
0 i STATE OF 4C/
K OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGH 016.
F P `V
I JURISDICTION LOCAL CODES AND JURISDICTION z / T '••• L O R 1 D
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SHED WITH 'NO FLOOR' OPTION Q ''�� ��/p ', L•
ANCHORED TO CONCRETE J 1111 11111
J Matthew T. Baldwin P.E.
Q Florida License #64608
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PS! APPROVAL 2018-01-18 SN
04 ALUMINUM ROOF SHEATHING Size
MAX. 1-4'x4'
4x4"w2W"
a'Tabulated values are
b.NJ-Number ofjack
c.Window header for w
and below,otherwise ui
d.See header details fD
e. The header can be a
equivalent and use the 1
lx4 RUNNERS
co
I *ALL Sr W
M Ii
io 2"x4" TRUSS
to ® 24" O.C.
12'
MAX. TO
ro
HYDROVE
END WA. TRUSS OPTI
SOL
DESIGN PRESSURES
ROOF +27.8/-94.7 ROOF FRAMING PLAN
WALLS/DOORS/WINDOWS 1+32.5/-29.2
EM*ALL
WrEK OR A➢WE 2.6'
OR EQUAL
2•.4•COLLAR UM OR ALPINE 2-
-
OR EQUAL
Y IU L 2,A
14.O.C.
2:4 aLOCKRIO
ENO'kA15
RAI-
g
214 SUIS PLATE Id SOLE PLATE
BOOR FR M*C
LTJ Ls1 LJ t�J
VAWES 6'-0•TO 13'-E• AWES 6'-0•ro IS-a
ELEVATION CROSS-SECTION END ELEVATION 4.4 P.T.ATTALEXr.hSE
1¢4 OR EWNALEFR. SEE
TYPICAL ARCH FRAME WITH DOOR SPAC 2 FOR OLLATmr Aro
yAKE 2.
14 1 e
24 0 WL
(2)2•d•LJRT Fur
p 7t
2a4
END
g 2•.8•LAID FLAT
I
L
g 1
i
2"SOLE PUTS
I
FLOOR PAINING I J
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U t'J Ll Z-----------LJ
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VAW-0•ro 13'-0• A¢IES e'-0•TO 1Y-!• �---
END ELEVATION END ELEVATION
WITHOUT DOOR WITH GARAGE DOOR
(ONLY ON eRl'AALL)
End Wall Header Schedule 180C ti
M11 Header Schedule(180C) Fasteners w/o st
'. .
Size((* Max.Span NJ(b) rap
Building Width (each end){c)
Up to 14'Wide Fasteners w/strap t-2x4 6-0" 0 4-3'x 0.1 1'nals -
pan NJ(b) (each end) 2-2'x4"(c) 9'-0" 0{d} - x t na s _ ...
0 3-3'x 0.131'nails aabulated values are br No 2 grade Spruc in v lumber. ! 4
1 6-3"x 0.131'nails b NJ-Plumber otiack studs required to support each end
c.Laid flat )
?�
.2 Bade Spruce-Pine-Fir lumber. d No Jack studs,but 2x6 studs lad tat. �-� �► j'
equired to support each end.
openings that hme more than 509%combined stud wall abo%e
-NOTES
header schedule. ,.SEE FASTENER SCHEDULE Fon HARDWARE aEaAlEV-s. ✓�
M�
late layouts,i.e.2-2'x4'or 4'x4'P.T. 7-SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION.
3.WINDOW HEADERS HAVE CDMEI ED 5(%OR MORE WALL FRAMING ABOVE
d to the top plate and thus hale the combined strength AND I0W.OTHERWISE REFER TO DOOR HEADERS. CODE INFORMATION
um span stated. CODE VERSION 1017 EdHi AAE-7.N 2DI4 NEC
MANUFACTURER SUPERIOR SHEDS
BUIL DINC TYPE RESDEMML LAWN STORAGE
CONSTRUCTION TYPE V-B
-EMERIORWADER 2•:r• FIRE PROTECTION NOME
SHEATHING
FIRE SUPPRESSION SYSTEM NONE
Dua�FILLER IDR(PL WOOD 2••4' OCCUPANCY STORAGE
16•,4-BETWEEN 4-.4' ALLOWABLE NUMBER OF STOFEES I
VW 6 SECURED W As PER 12' MAX. BASIC WIND SPEED V_IW.h
'r
EAS INSTRUCTIONS
ETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE
& DOORS DOOR C WIDE OR LESS 4"x4" W/2"x4" ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFFICIENT ./-¢16
IMPORTANCE FACTOR 1.15
ROOF DEAD LOAD IOPSF
G.F.I. — + NOTES-OPTIONAL ELECTRIC 3 n r ROOF LAVE LOAD 3oP5F OR 3Com POINT LCD
OUTLET
ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. FLOOR DEAD LOAD IOPSF
N L I -ENCASE IN ALL METAL BOXES. FLOOR LIVE LOAD STD.75PSF- lzsysF ovr.
L LI .. .. •R"RATING OF WALLS. FLOOR. ROOF N/A
WIRING DIAGRAM _ . MODULES PER BUILDING )
(OPTIONAL) Plam Revil Vi 1 C.Matin,°E HURRICANE PROTECTION USAGE No
_ FL PE 48379,LA PE O M17
LSUCCCEUD2436,TRPIE 9120939 HURRICANE SHELTER USAGE No
-DOOR k ON"LOCATIONS VARY - SQUARE FOOTAGE 719 SOFT.OR LESS
REVISIONS
DETAIL REV DESCRIPTON DATE BY
// D4 ALUMINUM WALL
/ / SHEATHING OPTIONS
Y WEAL
SEE IRDEOEI
DETAIL
fol RUNNER
ON INSIDE //// ////
/
/ D 0Wn By
Z MTB
/ J Date:
12/12/17
END WALL O Sc01e:
N/A
2.4 STUDS O U�2a4 SOLE PLATE to W add :
24-O.C.MAX:-- FLOOR FRAMING Q SS-B-180CR1
J W 1.FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET Aro ARE
0- W COYERNED Or LOCAL JURISDICTION.
IS SECURED
TO SOLE PLATE W J z CODE BUILDING�ExEfI 5.FROM THE Fric ENEncY CONSERVATION
22.
3R FRAMING Wm(0.039• 1-- a 3.REFER TO TIE-DOWN DETAILS FOR PROPER INSTALLATION
z•smAP W/6-IOU NAILS NOTE WALL FRAMING MEMBERS ARE CONTINUOUS FROM REa1REMEN s TO MEA=T CODE.
L STANDARD WALL DETAIL Q
FOUNDATION SILL ro TH. AND SECURED To ENSURE A 4.Au Snros RAFTERS musEs.EIC.ARE Za4/z SPF.EXCEPT
)OR 9 ATHIN6 WITH DOOR & WINDOW OPTIONS
CONTINUOUS LOIN PAM WHERE WALL MEMBERS ARE O As NOTED.
3/4•PLYWOOD NOT CONTINUOUS.SHEET METAL CLAMPS.TIES.
OR CUPS U 5.STRUCTURES OVER 400 SO.FT.WILL HAVE AN 6o'Mm"
3/4•P.T.PLYWOOD WALL BE FORMED OF GALVANIZED sTm OF NOT LESS DOOR.
3/4.T&G THAN D.D40-NOMINAL THICKNESS. LLI 5.GUTTERS TO BE INSTALLED ON-SITE BY OTHERS THR U LOCAL
3/4•P.T.TRG W O 7.ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECFICATIONS
-0'MAIL LL AS PER FLORIDA BUILDING CODE
B.MT METAL STRAPS CAN BE BENT AROUND SIRIJMRAL MEMBERS
OF WALL STUDS,TRUSSES,CHORDS.M TO Hap SECURE TIS
MEMBERS;PROVgED THAT THE ADDED BEND DOES NOT INfFJ6i]R'.
----- ------ ----_ ____ ____ ____ ____ ____ ____ ____ MSM M ANY O05T9IG BWv(ES N THE STRAP.
sm WIDTH xl x2 la ,1+111 I I I'
,3•-6• ,•_,W I•-tot• 1•_tal' Z ���� W T &
W-O' °•-•' ^''°' - C `\\ \ ..\�1C E NSE• LL/i
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Car. Sam Htu N)>os a. LIJ
Q
2a6 P.T.24'O.C.TTP. •• STATE '.
OPTIONAL 125PSF O 16'O.C. -)3•��
TrP.WITH 3/4-T&c PLTBOARD I O:. FOF :•/. `
414'P.T.ATTACHED WITH / •'• L 0 R 10 P :'• \ \
H24 OR WMALENT SEE •'•.. •..• ('_�\\\
TABLE 2 FOR WARM AND .............., _•. V
SPACING. ���ii S 0 N ALE
Q ����I11 1111\
____ ___ 0 Matthew T. Baldwin P.E.
---- ---- ----
---- ---- ---- ---- ---- ---- ---- ---- ---- ----
--=---L--
- --- z Florida License J64608
BOOR JOIST.SEE SCHEDULE FOR SIZE
FLOOR FRAMING PLAN tz n Sheet: SSB—1 OF 1
RECEIVED
FLA Manufactured BW*V Program
1940 North Monroe Strut
Busines -�, JUL 2 41018 Suile 90A
Professional TaAahassee Flaw 32399-0772
Permitting Department Phare 850 4871824- Fax 850 414 8436
Regulation St. Lucie Countv
Ken Lawson,Secretary Rick Scott,Govemor
September 23, 2016
Alex Martens
Superior Sheds, Inc.
2323 S. Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019
Dear Alex Martens
It is my pleasure to inform you that Superior Sheds, Inc.,located at 2323 S.Volusia Ave,Orange
City, FL 32763, 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.floridabuildina.ora)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.floridabuildino.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