HomeMy WebLinkAboutProduct Approval "'fir rii va 4 FLA M&w[acued 84likV Prom
BU-Sines11940Nar8r luonrpe Street
S+ite9llA
Ct3 eS5C N Tatalumm, Florida 3739"772
Phone:850A87.1824•Fax:WA14.-8438'
Ken Lawson,Secretary Rick Scott,Govemor
August 22,2016
Robert Moore
Lark Builders,Inc.
P.O.Drawer 629
Vidalia,GA 30475
RE: Manufacturer Certification,ID MFF-114;Expiration Date:August 22,2014
Dear Robert Moore
It is my pleasure to Inform you that Lark Builders,Inc„located at 409 DIXON STREET,P O
DRAWER 624,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 property
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 SCIS.(knW fidrddabiAIdino.oi'a)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.floridabuildinmoro 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
PSI APPROVAL 2015-05-24
160 mph - Metal L>,apsider Box Save Shed Master Plan APPIo��iSL�Ps-�
GENERAL NOTE5: Lark Buel�er� DESIGN PARAMETERS: - (I11P=GABL�ROOF)
(WIND DE51GN PER A5CE 7-I O,SEISMIC DESIGN PER AISC 341-051
1. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009
IBC 13UILDI14G CODE AND THE FLORIDA BUILDING CODE.WIND 409 Dixon Street I. WIND VELOCITY: I Gomph
LOADING DESIGNED IN ACCORDANCE WITH THE ASCE-7-1 O. 2. WIND IMPOP.TANCE FACTOR: 1.0
. W
2. ALL MATERIALS AND LABOR5HALL BE IN ACCORDANCE Wnb THE Vida I la ±
, GA 30474 3IND EXPOSURE: C -
ABOVE CODE AND ALL OTHER.APPLICABLE LOCAL CODES AT THE 4. INT.FIR COEFFICIENT: 0.18
TIME OF MANUFACTURE. 5. ENCL05URE CLASSIFICATION:ENCLOSED
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED 6. COMPONENTS AND CLADDING: I �o�cc lrrfdmmlion
DIMENSION. -ROOF LOAD(ZONE#1): +21.4/-43.8 P5F d6`�'�O ToBui(dOn
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN Sheet Index -ROOF LOAD(ZONE#2): +21.4/-G 1.7 P51'
+21ZONE#3 .4/-97.4 P5F
LOAD ROOF L ( ):
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. - - CODE REVIEW
5. LUMBER USED FOR CONSTRUCTION SHALL BE A5 FOLLOWS: 51.0 I Cover-General&Design Notes -WALL LOAD(ZONE#4): , +45.5/-49.8 P5F Professional Service Industries
S1.1 Electrical&General Floor Plan -WALL LOAD(ZONE#5): +46.3/-58.5 P5F 174833rd Saeet
FLOOR JOISTS- 2x4 S.Y.P.#2-(I 2-I 5°'o MOISTURE CONTENT) - -WALL LOAD(ZONE#4E#5): +45.9/-54.2 P5F Orlando,Florida 32879
2x65.Y.P.#2-(12-15%MOISTURE CONTENT) S1.2 Skids&Floor Framing Plan CICe51 85040 William E.Neary,111
2x8 5.Y.P.k2-()2-15%MOISTURE CONTENT) 7. FLOOR DE51GN LIVE LOAD: 125 P51' LA euo0409
G. ALL OF THE FOLLOWING WMBERSHALL BE PRE55URE TREATED: S1.3 Skid and Floor Framing Details 8. FLOOR DESIGN DEAD LOAD: 12 P5F FL SMI-79,SMP-51
5NO5,FLOOR JOISTS AND 3/4"TEG FLOOR SHEATHING 51,4 Roof Framing&Schedule i ROOF DESIGN LIVE LOAD: 20O. ROOF DESIGN DEAD LOAD: SELF
WWEIGHT
7. TRU55 DESIGNED TO 5UPFOKT D.L.+L.L.=30 P.5.F.
8. HANDICAP ACCE55 TO BUILDING I5 FIELD INSTALLED BY OTHERS AND 51.5 Typical Frame Section Details 11. WALL DESIGN LOAD: 8 P-91'
SUBJECT TO LOCAL JURISDICTION APPROVAL. SIX End Wall Frame Options 1 2. COMBINATION LOADS: AS PER ASCE 7-I 0
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM P 13. SEISMIC USE GROUP: B
YIELD STRENGTH. 14. BUILDING CATEGORY: I
10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED,SEE FEC GENERAL NOTES CONTINUED: 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE
1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL IG. CONSTRUCTION TYPE: V B
ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. 17. ALLOWABLE FLOORS: I
11. ROOF RAFTER5 SHALL HAVE THE SAME SPACING AS THE WALL 22.DOOR SHALL BE 2 1/4"x I I/I G"ALUMINUM EXTRUDED 18, EXTERIOR WALL FIRE RATING: O
STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM TRIM. 19: DESIGN OVERHANG: 8 INCH
12. ROOF 5LOPE5 BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE DOOR ATTACHED TO VERTICAL 2x4. 20.DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 E FLORIDA
UNDEPLAYMENT APPLICATION IWACCORDANCE WITH SECTION 23.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, BUILDING CODE
1507.2.8 OF THE F.B.C.2010 GARAGE DOORS,60"x 72"ALUMINUM DOOR;32" AND 21.THE CONTRACTOR/MANUFACTUREK MUST COMPLY WITH THE
13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE 48"SINGLE DOORS,AND PRE HUNG STEEL DOORS.TYPE, FOLLOWING CODES:
LOCAL CODES AND TH15 15 NOT A FOUNDATION DESIGN. SIZE,QUANTITY,AND LOCATION MAY VARY. 2014 FBC,511 Edition
14. BUILDING 15 CLA551FIED AS TYPE"5" (STORAGE) 24.PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES 2011 NEC
15. ALUMINUM WINDOWS-TYPE,SIZE,QUANTITY,AND LOCATION MAY MAY BE USED INSTEAD OF DOORS LISTED ABOVE 2014 Florida Fire Prevention Code
VARY. 25.MAXIMUM WALL HEIGHT TO BE 8'-0" Haney Associates,Inc.
16. ALL FASTENERS INTO P.T.WOOD SHALL BE HOT DIPPED GALVANIZED 26.ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED Certificate of Authorization
FASTENERS. FOR EQUIVALENT OR GREATER PRODUCT. THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY No.27124
17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN 27.ALL BUILDINGS(EXCEPT TH05E IN USE AS AN ACCE55ORY CODE IN ACCORDANCE WITH 10 1.5.2 -
ORDER FOR THESE DE51GN DRAWINGS TO ACCURATELY REFLECT BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER �t111 I I t l l rrr
FIELD PERFORMANCE CONDITIONS. 400sq:ft.)MUST HAVE ATLEAST(I)32'k80"(MIN.)DOOR. SITE INSTALLED ITEM5: AGKR: /yq
18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR 28.ROOF FRAMING AND WALL FRAMING TO BE 3yz"METAL I. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN 5Y5TEM. Q- •'..........EN 'L
HAZARDOUS MATERIAL. STUDS SPACED AT A MAXIMUM OF 24"O.C. 2. RAMP5,5TAIR5 AND GENERAL ACCESS TO THE BUILDING. ;0.-
20.
� _-L
20.OPTIONAL EXTERIOR WALL COVERINGS.INCLUDE CORRUGATED 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE
Aof6558 'ALUMINUM,MASA ALUMINUM,4"LAP ALUMINUM,5/8'P.T.T IBUILDING. _SIDING,VINYL SIDING WITH ENERGY BRACE BACKER,HARDI BOARD, 4. ROOF DRAINAGE5HALL COMPLY WITH F.B.C. 1503 ANDSTEEL SIDING AND"PLEKO"STUCCO ON 5/8"DENSE GLA55 GOLD R3I8:6 T F '• tZ
AND POLYCARBONATE GREENHOUSE PANELS NOTE:TH15 L15T DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK
2 1.ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE ' F 40R%0
WITHOUT THE USE OF A KEY. INSTALLATION.ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL 'r
�i S AI-
r��N
JUP15DICTION APPROVAL. tE�`
rThese plans were designed in accordance with:,51
BC
014 FSheet Number:
{, 2hEdition Single Wide Metal Master Plan DesipAedBy: Project No.
Ha�11E�Associates, Inc. I 2011 BC Lark Builders Q.R.H. 12EN224 1
s 1 Engineering Sc Construction Planning 12014.Florida Fire Prevention Code 409 Dixon Street
Checked By: Date:
eo.11.04s,SI,ntOas.C.290Z-rlee":awsao-700 For Wind Speed 160 mph,Exposure C
Vidalia,GA 30474 C.L.A. 04/09/12 1 of 7
PSI APPROVAL 2015-05-24
ELECTRICAL NOTE-5: I Approval Stamps:
_
-1,--WHEN AIR CONDRIONING 15 INSTALLED IN THI5 BUILDING,IT 5HALL BE _
THE RE5PON51BIUTY OF THE HVAC CONTRACTOR ANDELECTRICAL
CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL .
HVAC UNIT(5)INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE LATE5T EDITION.
2. FLEXIBLE CONDUIT FOR LIGHT FLYTURE5.
3. EACH CIRCUIT 15 TO'HAVE CONTINUOU5 SOLID COPPER INSULATED. -
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT,LOCATION 32'MIN:-,60'MAX.WIDTH
DISTRIBUTION PANEL. AND QUANTITY MAY VARY 24" CY
BG'-8'HEIGHT DOOR,
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL I5 TO BLMS•E AND ARE OPTIONAL. 5�Mme• L fLOCATION MAY VARY.
GROUNDED TO MINIMUM I O'-O"COPPER CLAD EARTH DRIVEN ROD
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL.
5. ALL CONDUIT TERMINATION'S OF I"OR LARGER ARE TO HAVE PLA5TIG — — ���r womldion
INSULATED BUSHINGS. dP°Jr.ToBnildOn
G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL i V2 METAL 5TUD5
ELECTRICAL CODE(NEC),LIFE SAFETY CODE(NFPA 101),LATE5T5PACED AT 24' CODE REVIEW
EDITIO.C.MAX. Professional Service Industries
7. 11VACOEQUIPMENT SHALL BE PROVIDED w ni READILY ACCE551BLE m P.T.314°T4G174833rd Street
DISCONNECTS ADJACENT TO THE EQUIPMENT 5ERVED.A UNIT SWITCH FLOOR SHEATHING Orlando,Florida 31939
$ 5EE VARIOU5 END I Plan Reviewer.William E.Neary,III
WITH A MARKED"OFT'POSITION THAT IS PART OF THE WALL FRAMING HVAC \ 5EE VARIOUS END WALL i ICC s sie5040
LAOU0EQUIPMENT 5HALL BE PERMITTED A5 THE DI5CONNESECTIONS FOR WALL FL SMI-CTING MEAN5 p FRAMING SECTIONS FOR FL SMI-49s
79,SMP57
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY \ WALL AND DOOR FRAMING:
A READILY ACCE551BLE CIRCUIT BREAKER. AND WINDOW FRAMING. ,
8. PRIOR TO ENERGIZING THE ELECTRICAL 5Y5TEM THE INTERRUPTING
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED A5
BEING IN COMPLIANCE WITH 5EC. 1 10-9 OF THE NEC BY A LOCAL
ELECTRICAL CONSULTANT.
9. THE MAIN ELECTRICAL PANEL.FEEDERS,POWER HOOKUP TO BUILDING
(INCLUDING ALL D15CONNECT5,OVER CURRENT DEVICES.PANEL5, \
GROUNDING,ETC.)15 DESIGNED BY OTHERS,SITE INSTALLED.
�$R�lt
SUBJECT TO LOCAL JURI5DICTION APPROVAL. I G ` /
10. ALL WIRE5 TO SWITCHES AND OUTLET5 TO BE N 12 AWG THHN AND OPTIONAL ELECTRIC TO- Wp :- 32'MIN.,60'MAX.WIDTH
WILL MEET THE COLOR CODE REQUIREMENT5 5ET FORTH IN THE NFPA EACH UNIT FIELD �� BY 6'-8'HEIGHT DOOR,
70,NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY.
1 1. ALL ELECTRICAL OUTLETS 5HALL BE GFCI IN ACCORDANCE WITH EXISTING POWER
ARTICLE 1210.B(A)(2)NEC-08. SOURCE TO UNIT
50'-O"MAXIMUM BUILDING LENGTH
Electrical Symbol KeyHaney A66°�'ete6,Inc.
Certificate of Authod7�tion
GFCI Duplex Receptacle 120V 10 NOTE5: No.27}24
•ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY.
O Incandescent Light w/(1)-60w BulbR.
Typical Floor Plan 9
QJ Junction Box SCALE: I/4'=P-O"
No. 64558
$ Switch -
Wp Weatherproof "'• C� 4w
't ORLOp;•'C?��`
$R Switch w/Receptacle Outlet 120v 10
'rrnnn6�4�
These plans were designed in accordance with: Sheet.Number:
Single Wide Metal Master Plan Designed By: Project No.
Haney Associates, Inc. 2014 FBC,511 Edition 2011 NEC Lark Builders O.R.H. 12EN224
Engineering arc Construction Planning 2014 Florida Fire Prevention Code S1 .1
� P.O.Hos 749,Six hl9e,S.G 29691-Phooc964466-7600 409 Dixon Street Checked Ey: Date:
For Wind Speed 160 mph,Exposure C Vidalia,GA 30474 C.L.A. 04/09n2
• 2of7
PSI APPROVAL 2015-05-24
Aproyal Stamps:
SKID LAYOUT AND FLOOR FRAMING SCHEDULE 5EE5CHEDULE FOP J015T 51ZE
125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) y,
Width Joist Size&Spacing A B Width Joist Size&Spacing A B
6'-0"1 2x4's @ 16"O.C.,Max. 15" 42" 6'-0" 2x4's @ 16"O.C.,Max. 12" 24"
--- -
8'-0" i 2x6's @ 16"O.C.,Max. 18" 60" 8'-0" 2x6's @ 16"O.C.,Max. 16" 32"
101-011 2x6's @ 16"O.C.,Max. 24" 72" 10'-0" 2x6's @ 16"O.C.,Max. 20" 40" SEE SCHEDULE FOR JOIST SIZE
11'-0" 2x6's @ 16"O.C.,Max. 24" 84" 11'-0 2x6's @ 16"O.C.,Mai. 22" 44"
11'-8" 2x6's @ 16"O.C.,Max. 28"j 84" ,11'-8"I 2x6's @ 16"O.C.,Max. 24"146"
13'-0" 2x8's @ 16"O.C.,Max.+4-0-77'F-84-
36" 84" 13'-0" 2x8's @ 16"O.C.,Max. 26" 52" A= B" B^ "A°
13'-8"( 2x8's @ 16"O.C.,Max.+40" 84" 13'-8" 2x8's @ 16"O.C.,Max. 28" 56"
NOTE5i
•FA5TENER5 WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL 5TRUCfURAL COMPONENT5 A5 5ET FORTH
UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLF55 OTHEPW15E SPECIFIED.
•ALL SKIDS ARE P.T.-4zG 5.Y.P.#2 OR(2)-P.T:2xG 5.Y.P.#2 pg
•G'-O°WIDE UNITS MAY U51! Y
2.4 5. .P.#3 JOISTS- c•4r 1�ormnaon
i" r.To Build On
•ALLJOISTS ARE TO BE P.T.-5.Y.P.#2
P.T.SIDE RAIL TO MATCH P.T.SIDERAIL TO MATCH CODE CODE REVIEW
J015T SIZE,5EE FRAMING J015T SIZE,5EE FRAMING Professional5ervlce Indusrd-
5CHEDULEFOR 51ZE5. 5CHEDULEFOR 51ZE5. 174832rdstreef
Orlando,Flodda 77879
Q I Plan Reviewe,William E,Neary,"I
ICG d 5185040
LA 0000406
FL SMI-79,SMP-51
I
m
5EE 5CHEDULE FOR J015T 51ZE
5EE 5CHEDULE FOR JOIST 51ZE
m
IC2 m
Haney Associates,Inc.
Certificate of Authorization
HHHM'
No.27124
zr a �1t�uu1lj
3 P.T.-4xG 5.Y.P.#2 or, �0 NS�c..•�
P.T.-4xG 5.Y.P.#2 or, 3 4'-0°or G'-0"
1, (2j-P.T.-2xG 5.Y.P.lit SrJDS Optional Porch I• (2)-P.T.-2x6 S.Y.P.k2 SKIDS _ No.
Optional Porch :�; ••�'
50'-0"MAXIMUM BUILDING LENGTH 50-0"MAXIMUM BUILDING LENGTH
0�"•. STATE O
Typical 2 5kld Floor Framing Plan Typical 3 5kld FloorFraming Plan '%,1S�ONA1.
SCALE: 1/4"=1'-O" 5CALE: 1/4.=
1'-O•
These plans were designed in accordance with: Single Wide Metal Master Plan Designed By: Project No. Sheet Number:
2014 FBC,5i1 Edition ---- O.R.H: 12EN224
Haney Associates, Inc. 2011 NEC Lark.Builders S1 .2
Engineering&Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street
��=•=° 79692 — _ Checked By: Date:
P.O.Bax a4%Six MBgSC. - -Q6.7600 For s eed E"posureC Vidalia,GA 30474 C.L.A. oaro9/1
z
J---- 3 of 7
PSI APPROVAL 2015-05-24
Appxoval Stamps:
.. V,°-209a.METAL WALL 5TUD5
SEE PLAN VIEW FOR SPACING
SKIDS MAY BE P.T.-4xG 5.Y.P.
SEE FRAMING SCHEDULE I - - - -
fOR JOIST SIZE #2 OR(2)-P.T.-2xG S.Y.P.#2 I I 32°-20ga.METAL SOLE PLATE; -
+ 1 CONTINOU5 W1511 G k4'LAGS
ATTACH EACH STUD TO SOLE AT 16"O.C..Max.
PLATE WITH 13E#C SELF _ ] i .T.-314°T#G FLOOR
A DRILLING GRABBER SCREWS
c: . (I)INTO EACH FLANGE. c i SHEATHING' .
oe
5ENCO K28(OR EQUAL) OTCH SKIDS ly2N I& � v
NAILS AT 12°O.C:,ROiv5 FOR EACH FLOOR J015T
SHALL BE 1.5'FROM EDGE, r n
STAGGER RQW5G°FOP�' r ., --------
--�
(2)•P.T.-5.Y.P:2xG's 5K)D5, I .BLOCKING BETWEEN
START PATTERN WfR11N G° 5KI,D5,FASTEN TO ENDI
OF EACH END OF SKID 2x4 BLOCKING BE(WCEN``——
SKIDS,FASTEN W/ _. J015TW1(3}0.120°x3' 1
(2)-0.120°x3°NAIL5 AT NAILS.AT 12.O.C.PACH"I
SIDE,STAGGERED.
�� 12°O.C„STAGGERED..
(i_.ti5MDEFLOOR FRAMING DETAIL }END J015T FRAMING DETAIL ��''""''�'��� /nfommtion
L `��.ToBuifdOn
�.�
CODE REVIEW
Professional Sarvfco Industries
1748 33rd Street.
Orlando,Florida 32839
Plan Ravtewer.Witham I-Nervy,III
SKIDSMAYBEP.T.5. SP.#2 Icc95185040
#2 OR.(2)-P;T.-2x6 S.Y.P.#2 a LACUeeaes .
FL SMI.79,SMPSi
e r..
27 LAP SPLICE FASTENED j
v W1(G)-5/t G'k4°LAGS
P.T.-4.6'S.Y.r. (OUTER FACE).M-5/1 G'x4'
#2 SKIDS LAGS(INNER FACE),(9)LAG
ATTACH JOIST TO SKID WITH 5CREW5 TOTAL.
t
5/1 G'x4-LAG SCREW OR(2) 'Haney Associates,Inc,
SIMPSONH'- (ORECOALYAT I)' Certificate ofputhorizarion
EACH END OF JOIST,SEE 8`x6"SPLICE PLATE ON 3 of No-27124.
FRAMING SCHEDULE FOR SIZE: " 4 SIDES OF JOINT,FASTEN
(2)-P.T.-2x6 EACHFLATE.W/(5)ISENCO `tttttr+rrrrf
NOTE ATTACH END JOISTS TO SKID WITH(2)-5/i G`.k4" S.Y.P.'#2 5KID5 K25(OR EQUAL)NAIL'S �>`1��C R /y
LAG SCREWS[OR(4)-0.131 x4°GUN NAILS]ANDA EACH SIDE. QQ;•VSO 4aNg�S,, :
51MF50NH
; -3(OR EQUAL]AT EACH END'OF JOIS `O �.S
T. No ra sa
TYPICAL SKID i0 -U"
/�� -
L\JOIST.CONNECTION DETAIL .•4' TYP CAL. KID.SPLICING DETAIL " STATE'OF.
3t4"er_o• t. •srq•.,t:a- ,O: (U
f'SS"QNALt l�`�'
These plans were designed in accordance with: Single Wide Metal Master Plan. Desi B Pro ectNo. Sheet Number:
Ia ne Associates, Inc. 2014 FBC,51h Edition � q o .y 12FN224
Y 2011 NEC' Lark Builders
Engineering,&Construction Planning- ng 2014 Florida Fire Prevention Code
ycan„„'"• P.O.0oY748°SIL Meq S.0 29652=PAoveS61-G469600 400 DIXOfI Stl'B@tChecked By:. Date:
For Wind Speed 160 mph,Exposure C Vidalia,GA 30474 CJ:A. 04/09/12
4of7
PSI APPROVAL 2015-05-24
Approval Stamps:
ROOF FRAMING SCHEDULE
- SCHEDULE AND ROOF FRAMING NOTES:
Wall Framing at 24"O.C., Max. ROOF FRAMING SHALL BE SPACED TO LINE UP DIRECTLY OVER THE WALL 5TUD5 FOR PROPER LOAD TRANSFER AND STRAPPING.
:ROOF DMNAGE5HALLCOMPLY WJTtIF.B.C.2010 I 503ANO R318,6
Width Rafter and Brace Size and Spacing. •FASTENERS WELL MEET THE MINIMUM REQUIREMENT5 FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER F13C 2304.9,1
AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED.
6'-0"OF—WS—IS SSMA S 350S162 43 X. *RIDGE MAY RUN IN THE SHORT DIRECTION"TURNAROUND"OR'VAULTED"STYLE LATH A MAXIMUM GABLE END OF 30-0"AND SIDE
@ 24"O.C.Ma WALLS THAT VARY 0-0'TO 13'-8"OR THE LONG DIRECTION'STANDARD"WITH GABLE ENDS THAT VARY G-0"TO 13'-8"WITH A
-6'-0-- —ASIS SSMA-S 3505I62-43 @ 24"O.C.Max. MAXIMUM 51DE WALL LENGTH OF.501-01.
--- --WS .ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDER 10-1 Gx I TEK5 PANHEAD SCREWS WITH#3 DRILL POINT
10 IS SSMA,-S 3503162-43 @ 24"O.C.Max. AT G"O.C.
11'-0"I ASIS SSMA-S 3505162-43 @ 24-O.C-Max.
11.-8 SMA S 350S162-43 @ 24"O.C.Max.
IT-o" ASIS SSMA S 35051 62-43 @ 24"O.C.Max.
13-T--8-'—ASIS—SSMA S 35051 62-43 @ 24"O.C.Max.
MElofiamcnio"
tBuildt)n
CODE REVIEW
Professional Service Induswies
1748 33rd street
Standard PWja
Ortando,Florida 32839
20cla.METAL Plan Roi—Wifiloo E.Nnm M
[CC 0 5185040
10 AND BRACING,5PACED AT LA OU0006
RAFTERS
-T 24'O.C.,MAX.LINE UP FL SMI-79.SMP-51
(2 RAFTERS TO LANE)ON WALL
1.2 STUDS FOR LOAD TRANSFER
1 Haney Associates,Inc
Certificate ofAuthorization
=4 No.27124
,%'Cy, R. ly.
..
. ........*
5a-O`MAXIMUM BUILDING LENGTH-30`-0'MAX,FOR VAULTED ROOF Nl i%4,
O x464558
Typical Roof Framing Plan STATE 0
SCALE: 114"=1'-0'
ti jr/111111\\1l
These plans were designed in accordance with: Single Wide Metal Master Plan DtsignedBy.. dectNo. Sheet Nuclber�—
aney Associates, 2014 FBC,5",Edition O.R.H. ie
'2011 NEC Lark Builders R.H. 126N224
Engineering Construction Planning 12014 Florida Fire Prevention Code 409 Dixon Street SIA
For Wind Speed 160 mph,Exposure C Checked By: Date:
Vidalia,GA 30474 Cj1JL 04/09112 5 of
PSI APPROVAL 2015-05-24
Approval Stamps:
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-I Gx I TEr5
PANHEAD SCREWS VATH#3
DRILL POINT AT G°O.C.
SEE ROOF FRAMING I i
SCHEDULE FOR RAFTER AND '
BRACING SIZE5.AND SPACING
2 112°x 1/2'CORRUGATED
%'-209a._METAL COLLAR TIE,4'-0"
ROOF PANELS PA5TENED LONG, TTACH W/ (2j#1 O 5ELF 31'z-20'
a.METAL STUDS ! t
WITH 114°-14 x 314'HWH 5PACED AT 24'0.C.MAX.
TRAM I AT O O.C. DRILLING GRABBER 5CREW5 EACH SIDE I
5EE ROOF FRAMING -31'z°-20,3a.METAL 5TUD5 I OVERHANG OPTION DETAIL
0
SCHEDULE FOR RAFTERS SPACED AT 24`O.C.MAX.
'L; scat'::sr<•..±•-�
3Z°-20 a.METAL BRACE AT
O 5EE ROOF FRAMING 3'-0°ABOVE FINI5MED FLOOR,
t- o SCHEDULE FOR FASTENING ATTACH TO EACH STUD W/(2)
REQUIREMENTS #10 SELF DRILLING GRABBER
5CREIN5,(1)INTO EACH FLANGE gg�a Injomrcdinn
D o �• roauddOn
SEE 51,2 FOR5FJO ..x._21/2'x1/2' CORRUGATED ATTACH ROOF FRAMING TO wm..aq•m..R.•r•m.un,
AND FLOOR FRAMING PANELS(FASTENED W/#8 x TOP PLATE OF WALL FRAMING CODE REVIEW
WITH BUILDEX 10-1 Gx I TEKS Pmfessionat SeMce tndusWes
Iy`WOOD SCRYIN AT G° PANHEAD SCREWS.WITH#3 1748 33rd Street
O.G.(OR EQUAL) DRILL POINT AT G°O.C. Orlando,Florida 32839
_ _ Plan Reviewer William E Keary,ill
_O"to 13,-b"
VARIES,G, " � [CC0$18504o
_ IA0000600
�I- Y FL SMI-79,SMPSS
Typical frame Section SEE ROOF FRAMING ~' Haney Associates,Inc.
SCALE: I/4"=1'-O° SCHEDULE FOR RAFTER AND ' CortificateofAuthorization
BRACING SIZES AND SPACING No.27124
la
tRrrt�tri'
3%'20 METAL 5TUD5 ! ' `� \ - •'� f,
5PACED A'f 24'O:C.MAX. pQe;•LtO�Z• '�-/-
� ,• No. B558 •*�
2 OVE' ANG OPTION DELA11-
%0 STATH OF
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These pl2014 ans Edition
nedinaccordancewith:' Single Wide Metal Master Elan Designedfly: Project No.
P 9 Sheet Number:
Halsey Associates, Inc. 2011 NEC S Edition i
jark Builders O.RH. 12EN224
Engineering do Construction Planning —
S1 r:5
2014 Florida Fire Prevention Code 409 Dixon Street P.O.P.0.Bon3d9,Sis IN0r.9.0 39691-PErne:867.646-7600 For Wind Speed 160 mph,Exposure
CNeckod By: Date:
Vidalia,GA 30474 C.L.A. 04/09112 6 of 7
PSI APPROVAL 2015-05-24
Approval Stamps:
2-1/2'x 1/2"CORRUGATED ROOF
PANELS FASTENED WITH 1/4-14 x
- - - -- --- 3/4"HWH TRAM I-AT-G"O.C.
3V2"-20ga.METAL BRACING,
V ATTACH EACH END TO STUDS W/ �x
3!1°METAL BRACE AT 3'-O° (2)#10 SELF DRILLING GRABBER yz-METAL BRACE AT 3'-0'
ABOVE FINISHED FLOOR,--,\ 5CREW5,(1)INTO EACH FLANGE ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD I ATTACH TO EACH STUD
W/(2)#10 SELF DRILLING ! [NOTE THAT THI5 BRACING IS 1 W/(2)#10 SELF DRILLING
GRABBER SCREWS,(I) I REQUIRED ON SIDE WALL5 AS WELL GRABBER SCREWS,(1)
INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)] I INTO EACH FLANGE
I
SEE 51.2 FOR SKID AND FLOOR -
VARIES,6'-O°to 13'-8° FRAMING VARIES, "to 13'-8°
End Wall Framing Option End Wall Framing Option
R
SCALE: 1/4"=1'-O" WALL OPENING FOSIDE WALLS ARE SCALE: 1/4°=1'-0"
TO BE FRAMED SIMILAR TO THOSE
SHOWN HERE FOR ENDWALLS
4Sel lnfOTlnhOn
M
LTo Build On
2-I/2°x 1/2'CORRUGATED ROOF
PANELS FASTENED WITH I"O.C. x� _ - CODE REVIEW
3/4"HWH TRA)0VI AT 6"O.C. 174833Profeserd
al Stservice Industries
174833rd street
Orlando,Mrida 31839
Plan Reviewer.wllllann E.Neary,111
ICC 0 5185040
LA 9000406
FL SMI-79,SMP-51 I.
8'-0"Max. .3yi-209a.METAL BRACING,
ATTACH EACH END TO STUDS W/ x - — �
3V1"METAL BRACE AT 3'-O" (2)#10 SELF DRILLING GRABBER i 3'/r METAL BRACE AT 3'-0° Haney Asgociates,Inc.
ABOVE FINISHED FLOOR, M ABOVE FINISHED FLOOR,
SCREWS,(1)INTO EACH FLANGE Ce2tcate ofAuthodzdlion
ATTACH TO EACH.5TUD p ATTACH TO EACH STUD No.27129
W/(2)#165ELF DRILLING [NOTE THAT THIS BRACING 15 1 W/(2)#10 SELF DRILLING
GRABBER SCREWS,(1) REQUIRED ON-SIDE WALL5 AS WELL I GRABBER SCREWS,(1)
INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)] INTO EACH FLANGE
NOTE THAT T15 `,;�cK R. ly
x 1 5'REQUIREDHON SIDE ING Q,�, GEN
F
WALIS AS WELL(BOTH No. 5.58 '
SEE 51.2 FOR SKID AND FLOOR 51DE5 OF EACH CORNER) =* ~
VARIES,G'-O°to 13'-8" FRAMING VARIES,G'-O".to 13'-8" -
End Wall Framm_ O tion End Wall Framng Option �� STATE OF
SCALE: 1/4"-gl'-0"p SCALb 1/4°=1'-0° FZORIOP, G,=�
,�,,NAL1
These plans were designed in accordance with: Sheet Number:
2014 FBC,51h Edition Single 1lVide Metal Master Plan Designed By: Project24
Haney Associates, Ldlc. 2011 NEC Lark Builders O.R.H. . 12EN2
I v`� Engineering&c Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street .
ecked
.a. S.C. '
P13-348,SkiWINS29682-Phane:864-646-7600 For Wind Speed 160 mph,Exposure C Ch C.L.A.y: Date:
P P P Vidalia,GA 30474 C.L.A. 04/09/12
7of7
DD TABLE 2A - 165D/170C TABLE 2B - 140C
Do Do- D 30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING
MAX
B.GRA STEEL,FEDERAL SHED WIDTH MAXIMUM ANCHOR SHED WIDTH [MUM ANCHOR
B.GRADE-1.. TIE-GOWN SPACING SPACING
4.725 LB.MINIMUMT T1T[ CODE INFORMATIONm1
TIE-DOWN STRAP (1)4x4 1 B2 ON 8'WIDE OR LESS. 'U� CODE VERSION
(SEE NOTES) 2 / UP TO 16'-D" 10'-0" UP TO 16'-0" 10'-0" AA11•ac SFA WO
1.300 I.B. CAPACITY. A2 2.6(C(1) S P.T.SYR UN SKIDS �j MANUFACTURER uRK—Dm Hc.
A%IMUM 16•FROM END ALL ELSE(CAN BE SET ON GROUND). i41Vf(7
'ER TABLE 2A,B,C DEPENDING TIE-DOWN STRAP BOLTED To TYPE 16'-1"TO 20'-0" B'-0" 16'-1"TO 24'-0" 8'-0" AGENCY
ANCHORS NOT NEEDED 1 ANCHOR WITH 1/2"GRADE 5 TYPE 1 TYPE 2 BUIl01NG TYPE
BOLT MINIMUM WITH WASHERS 30•DRNE ANCHR 30•AUGER ANCHOR 20'-l"TO 24'-0' 6'-0" TABLE 1 A - 120C R[4iDEMNI UNN S10R•GC
FOR ROCK/CORAL FOR SOIL/CLAY CONSTRUCTION TYPE v-e
ABLE tA,B,C DEPENDING ON
1/2".3'(400 LB.)CONCRETE ;�'; DD — ANCHORING TO CONCRETE FIRE PROTECTION NONc
1•COVER(DISTANCE FROM WEDGE ANCHOR WRN U-CHANNEL D,_ TABLE 2C 120C
(TYPE 3) •-• TYPE 3 30" AUGER ANCHOR SPACING SHED WIDTH MAXIMUM ANCHOR FIRE SUPPRESSION SYSTEM Iola
(TYP.) CONCRETE ANCHOR MAXIMUM ANCHOR SPACING OCCUPANCY- STORAGE
''BE USED IN CONJUNCTION 4•CONCRETE WITH EXPANSION BOLT SHED WIDTH SPACING 24'-O" 6'-0" ALLOWABLE NUMBER OF STORIES
S FOLLOWED FOR EACH TYPICAL ANCHOR TYPES BASIC WIND SPEED Y"-120/145/1fi5/1]SngN
UP TO 24'-0" 10'-0" 20'-0" 7-0" EXPOSURE ,a/D
ENCLOSURE ENCIDSED
7'-6" INTERNAL PRESSURE COEFFICIENT /-0.18
14'-0" 8'-0" IMPORTANCE FACTOR 5
ROOF DEAD LOAD 1OPGr
TIE-DOWN STRAP BOLTED THRU - 12'-0" 9'-6" ROOF LIVE LOAD 2nP6f OR 3Oam Puxf LOAD
FLOOR JOIST WITH 1/2"GRADE 5 (1)4.4 STP/2 ON 8'WIDE OR IES.. (1)4.4 STP 12 ON B'WIDE OR LESS. FLOOR DEAD LOAD 1oPfif
BOLT NRIIMUY WRX WASHERS (2)2a6 OR(1)4x6 P.T.SYP 12 SKIDS (2)2.6 OR(1)4.6 P.T.SYP J2 SKIDS
ALL ELSE(CAN BE SET ON GROUND). PE-DOWN STRAP SECURED ALL ELSE(GN BE SET ON GROUND). 10'-0" 10'-6" FLOOR INE LOAD SOPSF
TIE-DOWN STRAP BOLTED TO TYPE WITH(B)100x1.5•WJLS 8'-O" 12'-O" 'R'RATING OF WALLS,FLOOR,ROOF WA
3 ANCHOR WITH 1/2"GRADE 5 MODULES PER BUILDING
BOLT WNIMUM WITH WASHERS
„i s/B-a SD•FARTH ANCHOR: 6'-0" 12'-D"
HURRICANE PROTECTION USAGE NO
1/2.3"(400 LB.)CONCRETE AUGER 5ME FOR SOIL/CLAY. HURRICANE SHELTER USAGE rv0
°
WEDGE ANCHOR WRH U-CHANNEL
DRIVE STYLE FOR ROCK/CORAL
(TYPE 3) - 7 TABLE IB - 140C SOUAPE FOOTAGE n9 son.oA LESS
4"CONCRETE ANCHORING TO CONCRETE REVISIONS
4'CONCRETE OPTIONAL SUPPORT PAD D)S WOOD, MAXIMUM ANCHOR REV DESCRIPTON DATE BY
CONCRETE BLOCK OR PPD)SPACED SHED WIDTH SPACING
AT B'-0-MAX.
24'-0" 4'-0"
20'-0" 5-0"
TIE-DOWN STRAP BOLTED THRU 16'-O" 5-6" D,�D B,
FLOOR JOIST WITH 1/2•GRADE 5 (1)4x4 IT /2 ON 8'WIDE OR LESS. MTB
(I)4.4 SYP/2 ON 8'WIDE OR LESS. BOLT WN
WITH WASHERS (2)2.6 OR(1)4.6 P.T.STP/2 SKIDS 14'-0"
�2.450LE'PLATE(NATURALLY (2)2x6 OR(1)4.6 P.T.SYP 12 SKIDS ALL ELSE(CAN BE SET ON GROUND). B�11�15
DURABLE WOOD OR P.T.) PLL ELSE(CAN BE SET ON GROUND). _
PE-DOWN STRAP
12'-0" 7'-6 Scalc
�4" (SEE NOTES) N A
S/e••40•EARTH ANCHOR M44N
G WITH EYE HOLE:AUGER STILE lo'-O" B'-6
1/2-.3-(400 LB.)CONCRETE FOR SOIL/CLAY,DRIVE STYLE LARK BUILDERS, INC.
WEDGE ANCHOR WITH 2"WASHER FOR ROCK/CORAL
4-CONCRETE S'-O" 12-0"
4•CONCRETE - 6a-0,• _ _. :12'-0" _ - .
9-CONCRETE
TABLE 1C-165D/175C
ANCHORING TO CONCRETE
- _ - - - SHED WIDTH MAXIMUM ANCHOR
SPACING - -
(ij 4x4 STP/2 ON B'WIDE OR LESS. TIE-DOWN STRAP 24'-0" 3'-6"
TIE-DOWN STRAP BOLTED 70 (2)2x6 OR(T)4.6 P.T.SYP/2 SKIDS (SEE NOTES) (1)4.4 STP/2 ON S'WIDE OR LESS.
GROUND ANCHOR WITH 1/2"M WITH _ _ ALL.ELSE(CAN BE SET ON GROUND). - __ (2)2.6 OR(1)4.6 P.T.SYP/2 SKIDS 20•-D" 4•-0"GRAD `��1'1
DaURABLLEEWOODEOR�P.T..)TURALLY WASHERS.ALSO CONTINUOS'BOLT DUS D TIE-DOWN STRAP BOLTED TO ALL ELSE(fAN BE SET ON GROUND): \``` V�..T. LT n -
ATTACHED TO GROUND ANCHOR GROUND ANCHOR WRAP 1/2•GRADE 16'-0" 5'-O" z \\L ` .••"' •"• �/
----------T- �4" ON OPPOSITE SIDE 5 BOLT"MINIMUM WITH WASHERS Q V1GENSF• �.1
_ ___ _ 5/8'.30-EARTH ANCHOR: 5/8"a 30-FARTH ANCHOR: 14'-0"
AUGER STYLE FOR SOIL/CLAY, AUGER STYLE FOR SOIL/CNT, ` �:'•• : j
`
DRIVE STYLE FOR ROCK/CORAL I'.I° • DRNE STYLE FOR ROCK/CORAL 12'-O" 7-O" 64 /
OPTIONAL REINFORCED I.•1• /
CONCRETE FOUNDATION
4'CONCRETE OPTIONAL SUPPORT PAD(P.T.WOOD, 10'-O" 6--0" _ t:• .
CONCRETE BLOCK OR PAD)SPACED
AT B-D M4x. 8'-0" 10'-0" Q STATE OF ?4f
TIE-DOWN DETAILS = / o'= \
6'-0" 12' 0" Q .c�% FC0R11)P \\
Q �0/O /aNA`,��```\\
,11//111111to
Ld MDttBeW T. BaldWln P.E.
Florida License 64606
Q Sheet: AP-1 OF 1
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