HomeMy WebLinkAboutLetter- Manufacturer Certificationf
pS ' l FLA 1Aanulactuied Swiding Program
1840 NoM•Monfoe$ueet
Profess�nal Tallahassee, Florida 32399.0772
�CC]ll�cltiQil
Pbone:850,487.1824• Fax. 850A14.8436
Ken Lawson, Secretary
August 22, 2016
Robert Moore
Lark Builders, Inc.
P.O. Drawer 629
Vidalia, GA 30475
v
RE: Manufacturer Certification, ID MFT-114; Expiration Date; August 22, 2019
Dear Robert Moore
It is my pleasure to Inform you that Lark Builders, Inc., located at 409 DIXON STREET, P O
DRAWER 629, VIDALIA, GA 30475, has been approved under the Manufactured Buildings
Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Factory
Built Schools, 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:f4+iuvtv:florl8afiulliiina','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.floridabuilding,ora to see valuable Information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely,
;,.(�'G {
Robert Lorenzo
Manufactured Buildings Program
cc; Professional Service Industries
Rick Scott, Covemor
PSI APPROVAL 2015-05-24
160 mph - Metal Lapsider Box Eave shed Master Plan
GENERAL NOTES: Lark Builders DE5IGN.PARAMETER5: (HIP -GABLE ROOF)
[WIND DESIGN PER A5CE 7-10. SEISMIC DE51GN PER A15C 341-051
I . THIS STRUCTURE WA5 DESIGNED IN ACCORDANCE WITH THE 2009
IBC BUILDING CODE AND THE FLOM DA BUI LDI NG CODE. WI NO
LOADING DESIGNED IN ACCORDANCE WITH THE ASCE - 7-10.
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE -WITH THE
ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE
TIME OF MANUFACTURE.
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER 5CALED
DIMENSION.
4. OUTSIDE OVERALL DIMEN51ON5 CAN VARY BETWEEN LIMITS 5HOWN
BUT MEMBER'5PACINGSHALL NOT EXCEED LIMITS AS INDICATED.
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS:
FLOOR JOISTS- 2x45:Y.P-.#2-(12-15%.MOI5TURECONTENT)
2x6 5.Y.P.#2-(12-15% MOISTURE CONTENT)
2z8 5.Y.P.#2-(12- 15% MOISTURE CONTENT)
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRE95URE TREATED:
SKIDS, FLOOR JOISTS AND 3/4' TCG FLOOR SHEATHING
7. TPU55 DESIGNED TO SUPPORT D_.L.+L.L.=30 P.5.F.
8. HANDICAP ACCE55TO BUILDING 15 FIELD INSTALLED BY OTHERS AND
SUBJECT TO LOCAL JURISDICTION APPROVAL.
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 F51 MINIMUM
YIELD STRENGTH.
10. ROOF 5LOPE:5HALL BE 3:12 WHEN SHINGLES ARE A.PFUED, SEE FBC
1507.2 FOR5HINGLE REQUIREMENTS. ROOF SLOPE FOR METAL
ROOFS SMALL MEET MANUFACTURER'5'RE66tv1MENDATI6N5.
11. ROOF RAFTERS SHALL HAVE THE 5AME 5PACING A5 THB4VALL
STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD.
12. ROOF SLOPE5 BETWEEN 2:12 AND 4:12 SHALL, HAVE A DOUBLE
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH`5ECLION
1507.2.8 OF THE F.B.C. 201 O
13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE
LOCAL CODES AND THI5 15 NOT A FOUNDATION DESIGN.
14. BUILDING 15 CLASSIFIED AS TYPE "5' (STORAGE).
15. ALUMINUM WINDOWS.- TYPE, SIZE, QUANTITY, AND LOCATION MAY
VARY.
I G. ALL FASTENERS INTO P.T. WOOD15HALL.BE HOT DIPPED GALVANIZED
FASTENERS:
17. MANUFACTURER INSTALLATION.5TANDARD5 SHALL BE FOLLOWED IN
ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT
FIELD PERFORMANCE CONDITIONS.
18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR
HAZARDOUS MATERIAL.
20. OPTIONAL•EXTEPIOR WALL COVERINGS INCLUDE CORRUGATED
ALUMINUM, MA5A ALUMINUM, 4- LAP ALUMINUM, 5/8' P'.T.'TI-I I
SIDING, VINYL. SIDING WITH ENERGY BRACE BACKER, HARD] BOARD,
STEEL SIDING AND'PLEKO' STUCCO ON 5/8' DENSE GLA55 GOLD
AND POLYCARBONATE GREENHOUSE PANELS
21. ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRE55 SIDE
W]THOUT THE USE OF A KEY.
Hane- Associates, Inc.
Engineering & C-mistructicin -Planning
iZ P.O.Itox]4S, Stc Lf04 S.G 29692 - Ph...M-646.7600
409 Dixon Street
Vidalia, GA 30474
Sheet Index
S1.0
Cover - General & Design Notes
S1_1
Electrical & General Floor Plan
S1.2
Skids & Floor Framing Plan
S1.3
Skid and Floor Framing Details
S1.4
Roof Framing & Schedule
S1:5
Typical Frame Section Details
S1.6
1 End Wall Frame Options
GENERAL NOTES CONTINUED:
22. DOOR SHALL BE 2 I/4' x I I / I G- ALUMINUM EXTRUDED
FRAME WITH AN -ALUMINUM PANEL INSERT. ALUMINUM TRIM.
DOOR ATTACHED TO VERTICAL 2x4.
23. OPTIONAL DOOR5 INCLUDE DOUBLE ALUMINUM DOORS,
GARAGE DOORS, GO" x 72' ALUMINUM DOOR, 32' AND
4S' 51NGU! DOORS, AND PRE HUNG STEEL DOOR5. TYPE.
SIZE, QUANTITY, AND LOCATION MAY VARY.
24. PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES
MAY BE USED INSTEAD OF DOORS, LISTED ABOVE
25. MAXIMUM WALL HEIGHT TO BE 8'-O'
2G. ALL BRAND. MATERIALS SPECIFIED MAY BE 5U55TMJTED
FOR EQUIVALENT OR GREATER PRODUCT.
27. ALL 5UILDING5'(EXCEPTTH05E IN USE. AS AN ACCESSORY
BUILDING FOR ONE OR TWO FAMILY DWELLING UNDER
400sq.ft.) MUST HAVE ATLEA5T (I) 32'k80" (MIN.) DOOR.
25. ROOF FRAMING AND WALL FRAMING TO BE 3V METAL
STUDS SPACED AT A MAXIMUM OF 24° O.C.
Were desianed in accordance
2014 FBC, 511 Edition
2011 NEC
2014 Florida Fire Prevention Code
For Wind Speed 160 mph, Exposure C
WIND VELOCITY:
I GOrriph
WIND IMPORTANCE FACTOR:
1.0
WIND EXPOSURE:
C
INT. PRESSURE COEFFICIENT.-
0.1 &
ENCLOSURE CLASSIFICATION:
ENCL05_ED
COMPONENTS AND CLADDING:
-ROOF LOAD (ZONE.# ] ):
+21.4/-43.875F
-ROOF LOAD (ZONE #2):
+21.4/-G 1.7 P5F
-ROOF.LOAO (20NE #3):
+21 .41-97.4 P5F
-WALL .LOAD (20NE AM:
+45.5/-49.6 F5F
-WALL LOAD (ZONE k5):
+4G.3/-58.5 P5F
-WALL LOAD (ZONE #405):
+45.9/-54.2 F5F
7. FLOOR DE51GN wE LOAD:
125 F5F
81 FLOOR' DESIGN DEAD LOAD:
1'2 P5F
9. ROOF DESIGN LIVE LOAD:
20 P5F
10. ROOF DESIGN DEAD -LOAD:
SELF WEIGHT
11. WALL DESIGN, LOAD:
8 F5F
12. COMBINATION LOA05;
AS PER•A5CE 7-10
13. 5E15M(C U5E GROUP:
B
14. BUILDINGCATEGORY:
I
15. BUILDING OCCUPANCY: .
STORAGE - NON HABITABLE
1 G. CONSTRUCTION TYPE:
V B
17. ALLOWABLE FLOORS:
F
18. EXTERIOR WALL FIRE RATING:
0
19. DESIGN OVERHANG:
8 INCH
20. DESIGN MEETS INTERNATIONAL BUILDING CODE 2005 & FLORIDA
BUILDING CODE
21. THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE
FOLLOWING CODES:
2014 FBC, 51h Edition
2011 NEC
2014 Florida Fire Prevention
Code
THESE BUILDINGS ARE EXEMPT FROM THE THE FBG ENERGY
CODE IN ACCORDANCE WITH 101-5.2
SITE INSTALLED ITEMS:
I . THE'COMP.LETE'FOUNDATION 5UPPORT AND TIE -DOWN SYSTEM.
2. RAMPS, 5TAIR5 AND GENERAL ACCE55 TO THE BUILDING.
3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) -TO THE
BUILDING.
4. ROOF DRAINAGE SHALL. COMPLY WITH F'B.C. 1503 AND
R318.G
NOTE: THI5 L15T DOES NOT-NECE55ARILY LIMIT THE ITEMS OF WORK
AND MATERIALS THAT MAY BE REQUIRED FORA COMPLETE
INSTALLATION, ALL SITE RELATED ITEMS ARE SUBJECT TO. LOCAL
JURISDICTION APPROVAL
Single Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
By:' Project No.
12EN224
Checked By: Date:
CJLA. 04/09/12
}ate
g��� 0fnmttrtlo➢g
PJ� .ToBulld6N
CODE REVIEW(' Tl
Professional Sewl4jo' usnies
1748 ]]rd Street
Orlando, flodda 328$� A
Plan Reviexer. Willia ary, 111
Icc # 5185M
LA#000406 °
FL SMI-79, SMP51
Haney Associates, Inc.
CertificateofAuthorization
No. 27124
XGy, R. y�4��''.
c 0�� yy�sd�SF 4;�"
- UNALt
s:1 v0
PSI APPROVAL 2015-05-24
ELECTRICAL NOTE51
1. WHEN. AIR CONDITIONING'IS.INSTALI%D IN THIS BUILDING;:IT 5HALL BE'
THE RESPONSIBILITY OF: THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY wiRE AND BREAKE(L 51Zf5 FOR ACTUAL
HVAC UNIT(5) INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE LATE5T EDITION.
2. FLEXIBLE CONDUIT POP LIGHT FIXTURE5.
3. EACH CIRCUIT 15 TO HAVE CONTINU0U5 SOLID COPPER IN51.JLATED
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN
D15TRIBUTION PANEL
4. EQUIPMENT GROUND BAR IN MAIN 1)15TRI13UTION PANEL 1510 BE
GROUNDED TO MINIMUM I O•-0" COPPER CLAD'EARTH DRIVEN ROD
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. -
5. ALL CONDUIT TERMINATION5 OF I' OR LARGER ARE TO HAVE PLA5TIC
IN5ULATED 51,15HING5.
6. ALL ELECTRICAL WORK I5 TO BE IN, ACCORDANCE MTN THE NATIONAL
ELECTRICAL CODE (NEC), LIFE SAFETY CODE (NFPA 10I ), LATE5T
EDITION5.
7. HVAC EQUIPMENT 5HALL BE PROVIDED WITH READILY ACCE551BLE
D15CONNEcT5 ADJACENT TO THE EQUIPMENT 5ERVED. A UNIT 5WITCH
WITH A MARKED'OFF° P05rrioN THAT 15 PART'OF THE HVAC
EQUIPMENT 5HALL BE PERMITTED A5 THE D15CONNECTING MEANS
ONLY WHERE OTHER D15CONNECTING MEAN5ARE AL50 PROVIDED. BY
A READILY ACCE551BLE CIRCUIT BREAKER.
8. PRIOR TO ENERGIZINGTHE ELECTRICAL 5Y5TEM THE INTERRUPTING'
RATING OF THE MAIN BREAKER M115T BE DE5IGNED AND VERIF(Eo A5
BEING IN COMPLIANCE WITH 5EC. 1 10-9 OF THE NEC BY A LOCAL
ELECTRICAL CON5ULTANT,
9. THE MAIN ELECTRICAL PANEL, FEEDER5, POWER HOOKUP TO BUILDING
(INCLUDING ALL D15CONNECT5, OVER CURRENT DEVICE5,;PANEL5;
GROUNDING, ETC.) 15 DE5IGNED BY OTHER5, 51 TE IN5TALLED,
5UBJECr TO LOCAL JURI5DICTION APPROVAL.
10. -ALL WIRE5 TO 5WITCME5 AND OUTLET5 TO BE # 12 AWG THHN AND
WILL MEET THE COLOR CODE REQUIREM61'f5 5ET FORTH IN THE NFPA
70, NATIONAL ELECTRICAL CODE.
11. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH
ARTICLE 12I0:8(A)(2) NEC-08.
Electrical Symbol Key
• GFCI Duplex Receptacle 120V 16
Incandescent Light w/ (1)-60w Bulb
❑J
Junction Box
$
Switch "
Wp
Weatherproof
$R
Switch w/ Receptacle Outlet 120v 10
H na v A sociNes,
3E neeiiag"BuConstiiietion;P.lanaing
P.0SIrMt1e. S.G+•Phosc86C:616-7660
WINDOW HEIGHT, LOCATION
AND QUANTITY MAY VARY 24"
AND ARE OPTIONAL. 5' MAX. LMAX.
"I "I
.—.
` P.T. 3/4' T4G
FLOOR 5HEATHING.
SEE VARIOU5 END
WALL FRAMING \
5ECTION5 FOR WALL iY
AND WINDOW FRAMING. �
GO' MAX. WIDTH
EIGHT DOOR,
MAY VARY.
r 24'
MAX.
5EE VARIOU5 END WALL
FRAMING 5ECTIONS FOR
WALL AND'DOOR FRAMING.
}
OPTIONAL ELECTRIC TO- ` WO /4 32" MIN., 60' MAX. WIDTH
EACH UNIT FIELD \. BY"G'-V HEIGHT Dom
CONNECTED FROM LOCATION MAY VARY.
EXI5TING POWER
SOURCE TO UNIT
5C -& MAXIMUM BUILDING LENGTH
NOTES:
• ALL ELECTRICAL EQUIPMENT 5HOWN 15 OPTIONAL AND LOCATIONS "MAY VARY.
These plans were designed in accordance With
2014 FBC, 51h Edition
2011 NEC
2014 Florida Fire Prevention Code
For Wind Speed 160 rrph, Exposure C
Typical Floor Flan
5CALE: 1/4'= V-0'
Single Wide Metal Master Plan
Lark Builders
409'Dixon Street
Vidalia, GA 30474
Designed By. — Project No.
O.R:H. 12BN224
Checked By: Date:
C.L.A. 04/09/12
pa-, Infornwlion
l oBuildOn
CODE REVIEW
Professional service Industries
1749 33rd street
Orlando, Florida 32839
Plan Reviewer. William E. Neay, III
ICC 9 5185040
LA IAJO0406
FL SMI-79, SMP51
Haney Associates, Inc.
Certificate of Aufhonzation
SIA _
PSI APPROVAL 2015-05-24
SKID LAYOUT AND FLOOR FRAMING SCHEDULE
125 psf Live- Load (2Skid)
125 psf Live Load (3 Skid)
Width
Joist Size&Spacing
I A
I B
Widthl
40ist'Siie&Spacing
A
I g
6'-.0"
2x4's @ 16" O.C., Max.
15"
42"
6'-0"
2x4's @ 16F O'.C.,.Max.
12"
•24"
8'-O"
2x6's @ 46" O.C., Max.
18"
60"
8'-0"
-2x6's.@ 16" O.C., Max.
16"
32"
10'-0"
2x6's @ 16" O.C., Max.
24"
72"
10'-0"
2x6's @ 16" O.C., Max.
20"
40"
11`70"
2x6's @ 16" O.C., Max.
24"
84"
11'-011
2x6's @' 16" O.C., Max.
22"
44"
11'-8"
aft @ 16" O.C., Max.
28"
84"
11'-8"
2x6's @ 16" O.C., Max.
24",
46"
i31-o"I
2x8's @ 16" O.C., Max.
36"
84"
13'-0"
I 2x8'S @ 16"`O.C., Max.
26"
'52"
13'-8"
I. 2x8's @ 16" O.C., Max.
40"
( 84"
13'-8"
j 2x8's,@ 16" O.C., Max
28"
56"
NUIC7:
FA5TENER5 WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL STRUCTURAL COMPONENT5 A5 5ET'FORTH
UNDER FBC 2304.9.1 AND TABLE 2304;9.1 UNLE55 OTHEFW15E 5PEC(FIED.
•ALL5KID5 ARE P.T.-4x6 S.Y.P:.12 OR (2)-P.T: 2xG-5.Y.P. R2
• G'-O' WIDE UNIT5 MAY U5E 2.4 5.Y.P. N3 J015T5
• AI -I _-011,T1, ARF TC) PF P T.-5_Y. P_ X9
Q
f0
. st,
5EE 5CHEOULE F.OR J015T SIZE
h
•A• I. •B• I. 'A"
5EE 5CHEDULE FOR J015T 51ZE
X XII
50'-0" MAXIMUM BUILDING LENGTH 50'=0" MAXIMUM BUILDING LENGTH
Typical 2 Skid Floor Framing Flan Typical 3 Skid Floor Framing Plan
5CALE: 1/4"= P-O" 5CALE: 1/4•=1'-O'
�y�,ctr ildOn /rtfomudion
.ToB6
CODE REVIEW
Professional Service Industries I
174833rd Street
Orlando, Florida 32839
Q
Plan Reviewer. William E Neary, III
5 ICC # 185040
LA #000400
FL SMI-79, SMP-51 ;
I
In
Haney Associates, Inc.
STATE
NAL 't'
1111W10-
I These plans were designed in accordance wit h: i Sheet Number:
1 2014 FBC 5te Edition Single. Wide Metal Master Plan DeaignedBy. ]?roectNo.
Haney Associates, Inc. 2011 NEC Lark. Builders . O.F-H. 12EN224
Engineering & Construction Planning 2014 Florida Fire Prevention Code i S1.2
P.O.o:3g@,sanmasc;sssr-l? oan86444s-•tcao f 409 Dixon Street Chcckedgy IJate:
-For Wind Speed 160 mph, Exposure C Vidalia, GA30474 Cl-A. 04/09/12
3of7
PSI APPROVAL 201'5-05-24
Approval Stam s:
%' — 20621a., mETAL WALL STUDS
,SEE PLAN VIEW POP SPACING
i t
5ND5 MAY BE PS;-4xG 5 Y:P.
SEE FRAMING'SCHEDULE #2 2x6 S.Y.P..N2-
FOR J015T 51ZE
! 'P
E 1 ' - 2Qga. METAL 50LE PLATE,
i CONTINOU5 W/ 5116'h4" LAGS
ATTACH EACH 5TUD`TO'SOLE ! ( AT 16° O.C., Max.PLATE
w
WITH (2j #1 O SELFr—P1 .T, 3/4" TEG FLOOR
DRILLING GRABBERSCREW5 ! ! SHEATHING
(1) INTO EACH FLANGE. +
{
! j
SENCO K26 (OR EQU drCH•5ri IYz°x IYr
NAILS AT I", O C ROW5 FOR EACH FLOORJOIST
5HALLBE 1.5 PROM EDGE,
STAGGER ROWS G" FOR
(2)-P.T.-5.Y.P-2xG5'SKID5..
START PATTERN WITHIN-G'
OF EACH END OF5tJD
!
tl.
t iti :72.BLOCKING BETWEEN
SKIDS, FASTEN TO END-1
2x4 BLOCKING BETWEEN
5KLD5, FASTEN W/ NAI1-5 AT 12° O.G EACH I.
(2)10. l20"x3' NAILS AT 51DE,,STAGGERED.
12' O-C., STAGGERED..
I
1 . SKID6FLOOR FRAMING DETAIL
��
/ `? \END JOIST FRAMING DETAIL
scALe:Is=ro
i
rniation
jai-ToBu1 O
r w� e..e1a ^Id On
j
CODEREVIEW 1
SKIDS totAY BE P.T,. 4x6 S:Y:P,
#2 OR (2)-P;T.-2x6 S.Y.P--. #2
^
e
Professional Service Industries
1749 33rd Street
Orlando, florid. 32839
Plan Reviewer. William E. Neary, III I.
Icc a 5185M I
LA auooeoa -
FL SMI-79, SMPSI
as
. - 2' LAPIS LICE FASTENED
"� - W/ (6)-511 GN4• LAGS
i
(�
a
P T 4xG 5.Y-P. (OUTER FACE)- (3)-w i'04"
ATTACH J015T TO 5KID WITH
5/ I G x4" LAG 5CREN OF (2) _
5]MPSON H-3 (OR EQUAL) AT
EACH
EACH END OF JOIST; SEE
FRAMING SCHEDULE FOR 5LZE:
#2 5KID5_ LA65 (INNER FAGE), (9) LAG
5CREW5:TOTAL
YJ
3:x6° SPLICE PLATE'.ON 3. of
4 SIDES OF JOINT, FASTEN
Haney Associates; Inc. €
t Certificate ofAHtttorization
IL —27124
NOTE: ATTACH END JOISTS TO SKID WITi (2}511 G°z4°
LAG SCREW5 [OR,(4)-0.,131 x4' GUN NAILS] AND A
5IMP56N H-3 [OR EQUAL] AT EACH END OF JO15T.
S Y2P P 2 SKIDS. K28 (O EQUAu r)iA�lIESNCO
EACH SfDE.
-
�.�`1GK ,.R I y
` Q� q
Q. ��C Ng6
l "0. ,G�/"k
No. 6Y558
TYPICAL SKID TO
3' . O15T CONNECTION DETAIL
I , SG4LE:
r 4 TYPICAL. SKID,SPLICI G DETAIL
SCALE: 3+4`-1'-0'
. STATE OF
i
"'i ZONAL
i
Haaiey AssoeiateS, Inc.
Engineering &c Construction Planning
P.O. Hor348,Slz Maq S-C.396n PCaae:86Abi61608
I These plans were designed I accordance wit h:
2014 FBC, 511 Edition
1 2011 NEC
1 2014 Florida Fire Prevention Code
i ,
i For Wind Speed 160 mph, Exposure C
Single Wide Metal Master Plan
Designed By: Project No
O.R.H.I2EN224
f S
Checked By: , Daze:
( C.L.A. 04109/12
Sheet-Ntunber:
'!
S 1 .3
4 of 7
Lark Builders
409 Dixon Street
I Vidalia, GA`30474
PSI APPROVAL 2015-05-24
ROOF FRAMING.SCHEDULE
Wall Framing at 24" o.c., Max..
Width
Rafter and Brace Size and Spacing:
6'-0"
ASIS SSMA S 35OS162-43 @ 24." O.C.:Max.
8'-0"
ASIS SSMA S 35OS162-43 @ 24" O.C. Max.
'IT-0"
ASIS SSMA S 35OS162-43 @ 24a O.C. Max.
11'-0"
ASIS SSMA S 350S162-43 ,@ 24" O:C; Max.
11'-6"
ASIS SSMA_S 350S162-43 @ 24" O.C.'Max.
131-0"
ASIS SSMA S 35OS162-43 @ 24" O.C. Max.
13'-6"
ASIS SSMA_S 35OS162-43 @ 24" O.C..Max.
SCHEDULE AND ROOF FRAMING NOTES:
• ROOF FRAMING SHALL BE SPACED TO UNE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD TRANSFER AND STRAPPING.
• ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND•R3I6.6
• FASTENERS WILL MEET THE -MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS A55ET FORTH UNDER FBC 2304.9.1
AND TABLE 2304.9.1 UNLE55 OTHERWI5E SPECIFIED.
• RIDGE MAY RUN IN THE SHORT DIRECTION 'TURNAROUND' OR'VAULTED" 5TYIF WITH A MAXIMUM GABLE END OF'30-0' AND SIDE
WALLS THAT VARY 970' TO' l N-V OR THE LONG DiRECTION,'5TANDARD' WITH GABLE ENDS THAT VARY G-0' TO 13,-& WITH A
MAXIMUW51DE WALL LENGTH OF 50'-0°.
• ATTACH ROOF FRAMING TO'TOP PLATE OF WALL FRAMING W1TH BUILDEX 10-I Gx l TEK5 PANHEAD 5CREW5 WITH #3 DRILL POINT
AT 6`.O.C.
20ga. METAL RAFTERS
BRACING,.5PACED AT
D.C., MAX. LINE UP
ER5 TO LAND ON WALL
75 FOR LOAD TRANSFER
50'-O" MAXIMUM BUILDING LENGTH - 30'-0° MAXt FOR VAULTED ROOF ,
Typical Roof Framinq Plan
SCALE: 1/4'=,I'-O'
CODE REVIEW
Professional Service lndustries
1748 33rd Street
Orlando, Florida 32839
Plan Revie .. William E. Neary, III
Icc a 5185=
LA RU994e6
FL SMI-79, SMP-51
i
Haney Associates, Inc.
Certificate of'Authorization_
No.27124
.�`GK R. �ly,
c
pQ�\
No. 64558 '
= fit= — - .- =
i1121111=1
1 These plans were designed in accordance with: t I aneeL ivumoer:
- Single Wide Metal. Master an Designed By: Projec[iVo.
1 2014 FBG 5-Edition O.R:H. 12EN224
Haney Associates, Inc. 2011 NEC { Lark Builders
Engineering 8c Construction Planning, 12014 Florida Fire Prevention Code jj 409 Dixon Street. q; g Date; S I A
P.O:Hoz3ra S�hIDgSG39682-Phone:5646Cb7600 a For Wind Speed 160 mph, Exposure C _ -- Cj. A: y 04/09112-
Vidalia,.GA 30474 5 of 7
PSI APPROVAL 2015-05-24
2 1 /2' x 1 /2" CORRUGATED
ROOF PANEL5 FA5TENED
WITH A /4'-14 x ,3/4' H WN
TRAXX/ I AT G" O.C.
61
i
SEE ROOF FRAMING
5CHEDULE FOR RAFTER5
-5EE ROOF:FRAMING
5CHEDUL€ FOR FASTENING
REQUIREMENTS
5EE 51 .2-FOR 5=
AND FLOOR FRAMING
x
VARIES. G'-O' to
Typical Frame Section
SCALE:. 1 /4'- 1'-O'
M'/z'-20ga.;METAL COLLAR TIE, 4'-0'
LONG, ATTACH kV/ (2) #.1 O 5EIF
DRILLING GRABBER SCREW5 EACH 51DE
x-F.-
ga. METAL 5TUD5
5PACED AT 24' O.C. MAX.
31z _20ga. METAL BRACE AT
3'-O" ABOVE FINI5HED FLOOR,
ATTACH TO EACH STUD W/'(2)
#10 5ELF DRILLING GRABBER
5CREW5, (1) INTO EACH FLANGE
—2.1/2'x 1/2' CORRUGATED
PANEL5 (FA5TENED WI #&-x
-IY2 WOOD SCREW AT G'
O.C. (OR EQUAL)
These plans were designed in accordance with:
Haney Associates, Inc:
t 2011 NEC fill Edition
Engineering & Construction Planning:
; 2014 Florida Fire Prevention Code
y° P.O.Bo:348,,sinttl�,&C29692-Ph-864446.76e6
1} For Wind Speed 160 mph, Exposure C
ATTACH R
TOP FIAT[
5EE ROOF FRAMING
j
5CHEDULEFOR, RAFTER AND
!
BRACING 51ZE5 AND 5PACING
I �
tt
M,'-20,3a. METAL 5TUD5
� t
it
I I
'50ACED AT 24' O.C. MAX.
I OVERHANG OPTION DETAIL
L. 5CALf:.3/4.- r-o.
.
.ATTACH RI
TOP PLATE
WITH BUIU
PANHI AD
DRILL POII,
5EE ROOF FRAMING
5GHEDULE-FOR RAF1 [R AND
BRACING 51ZE5 A14D 5PACING - '
i I
t i
ii
c�
5l�'-20,3a. METAL 5TUD5 !
SPACED AT 24' O.C. MAX.
2 OVERHANGOFTION•DETAIL
1 . 5CN.E: 3/4-1•-O'
Single Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, 'GA 30474
Approval Stamps: ,
)OF FRAMING TO
OF WALL.FRAMING
)EX 10-.16x1 TEK5
iCREWS WITH #3
T AT.G' O.C.
Irfomlalion
At
)OF FRAMING TO.•ild
OF WALL FRAMING
CODE REVIEW
)EX 1o.I Gzi TEr5
professional Service industries
iCREVd5 WITH#3
f74833rd Street
r ATG' O.C.
Orlando, Florida 32839
Plan Revie c William E Neary, III
ICC # 6186M
LA #000406
FL SMI-79, SAP-51
'Haney Associates, Inc:
Certificate of Authorization '
No.27124
-
11111 LInn1tt1.Ir�r
STATE OF
FS cCOR49P. •(j=•
.`S�OIVAL
001
rrr+ll It,,
Sheet.Nmben
Designed By: Pmject No..
O.R-.H. 12EN224
S1.5
Cheaked,By: Dater
C.L.A. D4/09/12
`
6,47
PSI APPROVAL 2015-05-24
Approsz115tamps:
2-1/2" x 1 /2' CORRUGATED ROOF
PANEL5..FA5TENEDWITH 1/4°-14x
— 3/4, HWH TRAXX/1 AT G" O.C: j
11
34 20ga (J'ETAL BRACING, If
ATTACH EACH END TO STUDS W/
3� METAL BRACE AT 3'-0° (2) # 10.5ECF DRILLING GRABBER `: 3/z METAL BRACE AT 3'-0'
ABOVE FIN151HED FLOOR, ; \ AL90VE FIN15hf FLOOR,
ATTACH TO EACH STUD 5CeEW5, (1) INTO' EACH FLANGE" gT EACH TO EACH STUD
W1.(2) # 10-5ELF DRI WNG t (NOTE THAT THIS BRACING IB I W/ (2j,# 10 5ELF DRILLING I
GRABBER 5CREW5, (1) j REQUIRED ON SIDEWALL.5 AS WELL GRABBER 5CREW5, (] )
INTO EACH FLANGE ) (BOTH 51DE5 OF EACH CORNER)j INTO EACH FLANGE
—551.2 FOR 5KID ANE`FLOOR !
VARIES 6-O to ! 3' 8" EE FRAMING VARIE5,'6 0 to' 13'-5"
End Wall Framing Option End Wall Framing O,ptlon_
SCALE: 1/4"= P-O" WALL OPENING FOR=5IDE WALLS ARE SCALE: 1/4°=1'-O' i
TO BE FRAMED,SINIILAR TO THOSE
SYIOWN HERE FOR,ENDINACLS
�j�■ Ir�mtatidn
ToBuilrlOn
2-NELS FA5TENED WITH I/4"'-14 z 1 /2' x 112' CORRUGATED ROOF
CODEREV/EW
3/4" HWH TRAwI AT 6" O.G.. 1 Pr.1essionalS.MC9Jndus&ies
PA
f. 1748 33rd Street
{ Orlando, Florida 32839 l
f S Plan Reviewer. William E. Nary, III
LCC88185940
IC fR 18M
FLSMI79 SMPS1
I
6-0" Max. 3%z 20ga METAL BRACING, Max.
1 ATTACH EACH END TO STUDS W1
-VZ METAL BRACE AT 3'-O' i A (2) AI 0 5ELF DRILLING GRABBER I 3�2 METAL,BRACEFL R.
ABOVE FINISHED FLOOR, L ABOVE FINISHED FLOOR, Haney;Associates, Inc.
SCREWS, (1) INTO EACH FLANGE I ATTACH .TO.'EACH STUD Cemficate ofAuthodzation
ATTACH TO EACH STUD b l No.11124
W/ (2) # I 0 5ELF DRILLNG [NOTE THAT THIS BRACING W I W/ (2) # 1 O SELF 5. (J NG
GRABBERSCREW5, (1) REQUIRED ON SIDE WALL5A5 WELL GRABBER:SC(ZEWS, (J)
j
INTO EACH FLANGE (BOTH.SIDES OF EACH CORNERtplJlllt
)] i INTO EACH FLANGE j `t rr t
140TETHATTI115.13RACING
1 r. ,' IS,REOUIREb ON SIDE
5EE 51.2 FOR 5YJD AND FLOOR f WALL5 A5 WELL (BOTH t * No. 64558 ;
VARIES, G-O' to 13'-&" FRAMING EACH CORNED i
VARIES, 6'-O° to 13'-8° 5IbE5 OF
End Wall Framing Option End Wall Foaming Optionp� STATE OF l
5CALE: 1/4°= 1'-0"
� �C.`
I 'rrl7tittt��
I hese plans were designed in accordance Wit ti: i .l Sheet Number: 1
�2014 FBC, 5th Edition $�rlgle �/Ifi@ @fiad �aStei'�Iall i Deslgtiedroject24
Haney Associates, Inc. II l I O.R.H. 12EN224
$ ,. 2011 NEC l Lark Builders p„
'Engineering 8c Constructiion Planning I 2014 Florida Fire.Ftevention Code 1 V
409 Dixon Street Cbecie&By: na e:
eo:soxaa&SIX Mik,scz96ez-en—sul-6ebidoo ( For Wind Speed 160 mph, Exposure C 1 C.L.A: 04/09/12 II
Vidalia, GA"30474 _ �. j 7-of7
ilE-DOWN NOTES:
I. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
Z.
ALL
ME1SUREMENIS ARE CENTETL-TO-CENTER.
!. RE -DOWN STRAPS TO BE 1-1• : 0.035' GALVANIZED STEEL. FEDERAL -
SPECIFICATIONS OGS-781-H, TYPE-1. FINISH-B. GRADE-1. TIE -DOWN
STRAPS AND CONNECTING HARDWARE TO HAVE 4.725 LB. MINIMUM
ULTIMATE CAPACITY
4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB. CAPA7.
5. FMDi-ANCHORS LOCATED AT EACH CORNER. MAXIMUM 16- FROM END
(4 MINIMUM PER BUILDING). AND SPACED AS PER TABLE 2A.B.0 DEPENDING
ON SHED WIDTH. WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED
ON ENDS.
5. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1AB.0 DEPENDING ON
SHED WIDTH. WIND SPEED. AND EXPOSURE
7. CONCRETE ANCHORS TO HAVE A MINIMUM Of 4' COVER (DISTANCE FROM
ANCHOR TO EDGE OF CONCRETE).
B. MINIMUM SOIL BEARING CAPACITY IS 2.000 PSF (TP.)
B. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION
PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH
ANCHOR TYPE
1R-OOwN S1RAP
(SEE NO1ES)
TIE-OOA'N STRAP BOLTED TO TYPE
3 ANCHOR WITH 1/2' GRADE 5
BOLT MWIWU WTM wAEHERs
1/2•.3' I400 IB.J CONCRETE
WEDGE ANCHOR WITH U—N.
(TYPE 3)
WE -DOWN ViPAP BOL'
DE -DOWN STRAP BOLM THRU
FLOOR JOIST WWTRRH1 1/2' GRADE 5
BOLT WA, WITH WASHERS
RDOR JGST WITH 1/2'
DOLT N UM WITH
TIE-OOMI SIPAWPRX80.TE0
1/2'.J' (400 lll) CONCRETE
WEDGE ANCHOR WRH WASHER
3
00LµT WMMDM TI
..
wEocE EJIGHOR WITH u-
A- OONCREIE
1/2•.3• (4aa lB.) CONCRETE
WEDGE ANCHOR WYM 2' WASHER
hN SOLE PUIE (W.TUPNLY
WItABIE WDOD OR P.T.)
�A
-_--____�
TE-DOWN STRAP
(SEE NOTES)
A,__—___ __ _
1/213' (4W 18.) N COCRETE
a' CONCRETE
�E MICNOR WITH 2' WASHER
(1) 4.4 SYP /2 ON 5' WK OR LESS
(2) — OR (1) 4.6 P.T. SYP /2 51®5
ALL ELSE(CAI BE SEf ON GRWNO),
CONCRflE
Ifpp
pp _pp
TYPE 1
C�iL;Irf��j
TYPE 2 y
30• DRIVE ANCHOR
30' AUGER ANCHOR
FOR RDGE/CORAL
FOR BOIL/CLAY
pp
pp
TYPE
" T3
LVNYPE ANCHOR
WITH EXPANSION BOLT
TYPICAL ANCHOR TYPES
(1) h4 SYP /2 ON B' wIOE OR LESS
OR (1) 4.6 P.T. SYP /2 MDS
ALL t2SE(CW BE SEE ON GRONG). WE -DOWN STRAP SECURED
WITH (B) 10W15• NA115
5/8' . 30' DVIIN All —
AUGER S1YfE MR SO6/C1AY
DRNE SME FOR ROCX/CODA
4' CONORET _
TE-DOWN STPAP BOLTm —
FLDOR J06T 1/Y GUDE 5
(1) a.4 SYP /2 ON B' WIDE OR lESS BOLT W WRN wA9aR5
(2) 2.6 oR (1) 4.6 P.T. SYP /2 SKOS
ALL F15E(CAN BE SEf ON GI10WD).
5/5' . 10• EARTH ANCHOR
WITH, EYE HOLE: AUGER -LE
MR SOIL/OAY. DRNE STYLL
FOfl ROCK/Oa-
CONCRETE
(1) a.a SYP W e' IEtiS �-DOWN STRAPSTRAP10 (]) .B OR (1)/2 4.6 P.TWIDE. SYP /OR2 (SEE NOTES)
- ALL EISE(CAN BE SET ON GROLINDJ.
NO RE-50W'N SRUP BOLTED TO
OR GROUND ANCHOR VRM 1/2' GRADE'
IDE 5 BOLT MNIUUu W0H WASHERS
>R: I 5/B• . 30• EARTH ANCHOR:
I ILLER SIRE TOR SGL/C1AY,
GnvE G1YfE roR Roa/DDRAL
a' NNCRETE
TABLE 2A — 165D/170C TABLE 2B — 14
30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPA
SHED WIDTH , MAXIMUM ANCHOR SHED WIDTH MAXIMUM AN
SPACING SPACINC
P_ T T6'_-(`i'4` 10'-0• UP TO 16'-0" 1(Y-0'
6-1" TO 20'-0' 8'-0' 16'-1 • TO 24 -0 e'-O-
0'-1" TO 247-0 s —o TABLE 1 A — 12
TABLE 2C — 120C ANCHORING TO CONCRI
30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM AN(
MAXIMUM ANCHOR SPACING
SHED WIDTH SPACING 24'-0" 6'-0•
UP TO 24'-0" 10'—o• 20'-0" 7—o•
16'-0" 7-6"
14'-0" 8'-0•
12'-0"
(I) 4a4 SYP /2 ON B' WTOE OR LESS
(2) 2a8 OR (1) 4.8 P.T. SYP /2 )_
EL4(WI BE SET ON GRGMD). 10'-0" 10'-6•
6'-0"
MONA. SUPPORT PAD (P.T. w000,
CONCPEfE BLOCX OR PAO) SPAEFD AT 8'-0• MAIL
/r(1) a.a SYP /2 ON W WIDE OR LESS
I (A. LLSE(CAOR NI BE a5E7 ON GROUND).
CONCRETE
4.4 SYP /2 ON B' WIDE OR L
?.6 OR (1) 46 P.T. SYP /2 SXDS
ELSE(CAN BE SET ON Gi0UN0).
iFA
PE
ON TYPE
C1XX1
Rua
LsaN SYSEM
1X4a
�G�l
NUUBER OF STOW6
SPEED
V+-120/,45/165/O
e/D
OEUO6T0
REMUnE mEFF1aaT1r
./- a
FACTGL
LOAD
LOUD
LON
LO10
OF WAuS, BDDR ROOF
N/A
ER BURDING
PROIFDIYJN USEDE
SHELTER USAGE
MO
DTAGE
711 SRAT. OR I E
IT I.. AGO'''
Z�
2:=
S�
0
O
i � : STATE OF
U
Z
, A- •. FIORIDI
�i (� •'•'•... CG
Matthew T. Baldwin P.E.
Florida Dcansa 64608
g
[Sha6L AP-1 OF 1