HomeMy WebLinkAboutProduct Approval =S; Information
To Build On
Engineering•Consulting•lbsting
June 25, 2015
Mr. Jim Richmond
Florida Department of Business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street
Suite 90A
Tallahassee, Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Lark Builders
Plan Number: MLBE-14
Dear Mr. Richmond,
Pursuant to the requirements of the Florida Department of Business and Professional
Regulations, the above referenced documents have been reviewed for compliance with:
2014 FBC, 5th Edition
2011 NEC
2014 Florida Fire Prevention Code
These plans comply with Florida Product Approval Rule 61G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file in the Third Party Agency office
of PSI.
All mandatory comments have been satisfied and plans are approved for construction by a
modular building manufacturer that is currently approved by the Department of Business
and Professional Regulations.
If you have any questions or require my assistance in any way, please do not hesitate to
contact me.
Respectfullys-* mitted,
William E. Neary, I
Department Manager
Modular Facilities Division
Copy to: Ms. Berri Howard, Lark Builders berriAlarkbuilders.com
Professional Service Industries, Inc.•1748 33rd Street•Orlando,FL 32839•Phone 407/304-5560.Fax 407/304-5561
FL Engineering Business 3684
Haney Associates Inc.
Engineering & Construction Planning
F.L. Certificate of Authorization No. 27124
P.O. BOX 348 • SIX MILE, SC 29682 • (864)-646-7600 (0) • Mobile: (864)-634-130.0
EMAIL: haneyassociates@bellsouth.net.
Orrick R. Haney, P.E.
President
Date: June 10, 2015
Florida Manufactured.Building Program 2014 Code Update
Attention:
William E. Neary, III
Professional Services Industries, Inc. (PSI)
1748 33rd Street
Orlando, FL 32839
Project: LARK BUILDERS MASTER DESIGNS
Client Name: Lark Builders Inc. —409 Dixon Street- Vidalia, GA 30474
Asse�nent:
The plans on file with the state previously approved by the Florida Manufactured Building
Program meet the requirements of the latest edition of the Florida Building Code, FBC 2014
5th Edition.
Lark Builders,. Inc. have the following designson file:
140 mph —Standard and Vaulted Wood Shed Master
® 160 mph Exp. D — Lapsider Box Eave Wood Shed Master
® 160 mph Exp. D —Vaulted Ceiling Wood Shed Master
O 160 mph — Double Wide Wood Shed Master
o 160 mph — Metal Double Wide Shed Master
® 160 mph — Metal Lapsider Box Eave Shed Master 000/
® 165D/175C— Metal Lapsider Box Eave Shed .Master
haneyassociates@bellsouth.net
15EN224 Page 1 of2
The current plan tracking numbers of the designs to be certified as compliant with the latest
edition of the FBC which we understand will be reissued are as follows:
29081, 29080, 29079, 29078, 29077, 29076, 29075
Any questions concerning these plans feel free to contact me.
�GyC R. y .
.... .... ..Q
QQ;:�XCEN
0
' ATE OF :.
IONAt. �.�..
By: Orrick R. Haney, P.E.
Principal Engineer
haneyassociates@bellsouth.net
15EN224 Page 2 of 2
Florida Building Code Online Page 1 of 2
a f
i r(�a ";I112at SCIS Home ; Lag In 1 User Registration Hot Topics i Submit Surcharge i Stats&Facts Publications i FBC Staff BCIS Site Map Links Search
Businestk�� ON 3usin s Manufactured(Modular)Buildings
USER:Public User
Regulation
Manufactured(Modular)Buildings Menu>Plan Search>Plan Li >Plan Detail
Plan Tracking# 30255
Code Version 2014
Building Type Storage Sheds
Municipal Jail- No
Manufacturer Lark Builders,Inc.
Agency Professional Service Industries
Agency Plan# MLBE-14
School District
Contract Agency
Construction Type V-B
Fire Protection B
Fire Suppression System No
Occupancy Storage
Allowable#of Stories 1
Wind Velocity ' 160 mph Exposure C
Fire Rating of Exterior Walls 0 hrs
Area Live-psf Dead-psf
Maximum Floor Load 125 125 12
Alternate Maximum Floor Load
Roof Load 20 5
"R"Rating of Floor,Wall,and Roof 0,0,0
Modules per Building 1
Square Footage 719 Sq.Ft.
Approved for Hurricane Protection Usage No
Designed for use as a Hurricane Public Shelter No
Comments RESIDENTIAL LAWN STORAGE SHED W.Neary SMP-
51 Plans Examiner New construction for submittal
please THANK YOU!
Original Plan Tracking#
Date of Agency Approval 06/25/2015
Date Submitted 06/25/2015
Date Accepted 07/01/2015
Status Accepted
Date Attached File
06/25/2015 PlanID 30255 12EN224-MLBE-14-25T155e1 Ddf
Cancel Plan Reviews
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA(EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a.public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an ernail address which can be made available to the public.To determine If you are a licensee under
Chapter 455,F.S.,please click here. -
Manufactured(Modular)Buildings Accepts:
https://www.floridabuilding.org/mb/mb_pub_plan dti.aspx?param=OgQWMGULGpz8f4VF... 8/4/2015
PSI APPROVAL 2015-05-24
160 mph o Metal Lapsider Box
t Eave Shed Master Plan
GENE=RAL NOTE5: Lack BLlIICIe'rs DESIGN PARAMETER5: (HIP-GABLE ROOF)
IWINU DESIGN PER A5CE 7-10,SEI5MIC DE51GN PER A15C 341-051
I. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009
IBC BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND 409 Dixon Street I. WIND VELOCITY: IGO ph
LOADING DESIGNED IN ACCORDANCE WITH THE A5CE-7-10. 2. WIND IMPORTANCE FACTOR 1.0 j
2' A�BOVVEE ODDEE AND AuLOTHER�CABIE L�OCALL COVES AT THE Vidalia, GA 30474 4. INT.. WINPRE�WURE COEFFICIENT: 0.18_
TIME OP MANUFACTURE. 5. ENCLOSURE CLASSIFICATION:ENCL05ED I
3. WRITTEN DIMENSIONS SMALL TARE PRECEDENCE OVER SCALED 6. COMPONENTS AND CLADDING: i I
DIMENSION. -ROOF LOAD(ZONE 01): +21.41-43.8 F5F �8)
4. OUT5IDQOVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN Sheet Index -ROOF LOAD(ZONE 02): +21.41-61.7 P5F
BUT MEMBER SPACING SMALL NOT EXCEED UMn5 AS INDICATED. -ROOF LOAD(ZONE 03): +21.41-97.4 P5F
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOW": S1,0 COVer-General&Design Notes -WALL LOAD(ZONE 04): +45.51-49.8 P5F I CODE REI/!EW
)Prohaalmul5arvke lnmsWea
4 5-Y.P.02-0 P-15%MOISTURE CONTENT) 51.1 Electrical&General Floor Plan -WALL LOAD(ZONE 05): +46.3/-58.5 P5F 1„a0vmso.ar
FLOOR JOISTS- L6 5 Y r.02-(12-15%MOISTURE CONTENT) -WALL LOAD(ZONE 0405): +45.9/-54.2 P5P I ti
S12 SkidsS Floor Framing Plan 7 FLOOR DESIGN LIVE LOAD: 125 PSF
G. ALL OF THE FOLLOWING LUMBER SHALL BE rRE55U9I!J ATED:
2.8 5.Y.F.f2{12.15%MOISTURE LONTE)Jn s1.3 Skid and Floor Framing Details 8. FLOOR DESIGN DEAD LOAD: 12 r5P I Da.Sw aeNPa,
SKIDS,FLOOR JOISTS AND 3/4•UG FLOOR SHEATHING 5�,4 Roof Framing$Schedule 9. ROOF DE51GN LIVE LOAD: 20 P5F
7. TRUSSDESIGNED TO 5UPrORrO.L+LL=30 PS.P. 10.ROOF DESIGN DEAD LOAD: SELF WEIGHT
8. HANDICAP ACCE55 TO BUILDING 15 FIELD IN5TALIED BY OTHERS AND 51.5 Typical Frame Section Details 1 I.WALL DE51GN LOAD: 8 P5F
SULUECr TO LOCAL JURISDICTION APPROVAL 51.6 End Wall Frame Options 12•COMBINATION LOADS` AS PER ASCE 7.10 j
9. ALL ALUMINUM TO BE 3005-9105 ALLOY WITH 32,000 PSI MINIMUM P 13.SEISMIC USE GROUP: B
YIELDSTRENGTH. 14.BUILDING CATEGORY: I
10.
ROOF SLOPE SHALL BE 3:12WHEN SHINGLES ARE APPLIED,SEE FBC 15.BUILDING OCCUPANLY: STORAGE-NON HABITABLE j
1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL GENERAL NOTES CONTINUED: I6.CONSTRUCTION Tree: v B
ROOFS SMALL MEET MANUFAOTURER5 RECOMMENDATIONS. 17.ALLOWABLE FLOORS; 1
11.ROOF RAFTERS SHALL HAVE THBSAME SPACING AS THE WALL 22.DOOR SHALL BE 2,114'•1 1/1 G'ALUMINUM EXTRUDED 18.EXTERIOR WALL FIRE RATING: O i
5TL)D5 AND SMALL BE LOCATED DIRECMYOVERTHE WALL STUD. FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM TRIM. 19,DESIGN OVERHANG: 81NCH
12.ROOF SLOPES BETWEEN 2:12 AND 4:12 SMALL HAVE A DOUBLE DOOR ATTACMEO TO VERTICAL 2.4. 20.DESIGN-MEETS INTERNATIONAL BUILDING CODE 2009 4,
UNDERULYMENT APPLICATION IN ACCORDANCE WITH SECTION 23.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, BUILDING.CODE
1507.2.8 OF THE F.B.L.2010. GARAGE DOORS,60'A 72'ALUMINUM DOOR,32'AND 21,THE CONTACTORIMANIUFACTURER MUST COMPLY WITH THE
13.ANCHORS SMALL MEET THE REQUIREMENTS OF ALL APPLICABLE 48'SINGLE DOORS,AND PRE HUNG STEEL DOORS.TYPE, FOLLOWING'CODES:
LOCALCODES AND THIS IS NOT A FOUNDATION DESIGN. SIZE,OJANTTTY,ANDLOCAMON MAY VARY. 2014 FBC,5'"Edition
14.BUILDING L5 CLA551FIED AS.TYPE y.(STORASQ 24.PRBAANUFACVR]U.DOORS THAT MEETS APPLICABLE CODES 2011 NEC
15.ALUMINUM WINDOWS-TYPE,SITE.OUANITTY,AND LOCATION MAY MAY BE USED INSTEAD OF DOORS LISTED ABOVE -
VARY. 25.MAxMUM WAIT.HEIGHT TO BE 8'-0' 2014 Florida Fre prevention Cade Nom, Lae
16.)LLL FASTENERS INTO P.T.WOOD SMALL BE HOT DIPPED GALVANIZED 26.ALL BRAND,:
SPECIFIED MAY BE 5UB9TffUTED I O�,ificateofAaOodrAtion
FASTENERS. FOR EQUIVALENT`OR GREATER PRODUCT. THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY I No.2/12T
17.MANUFACTURER INSTALLATION 5TANDARD5 SHALL BE FOLLOWED IN 27.ALL BUILDINGS(EXCEPT TH05E IN USE AS AN ACCESSORY CODE IN ACCORDANCE WITH 101.5.2 {
ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT BUILDING FORA ONE OR TWO FAMILY DWELLING UNDER 1 TI rr ,
FIELD PERFORMANCE CONDITIONS. 400sq.P..)MUST HAVE ATIEAST(I)32'.W(MIN.)DOOR SITE INSTALLED REAS: I 1({R
18.THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR 28.ROOF FRAMING AND WALL FRAMING TO BE WMETAL 1. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. �G:•••' Hq
HAZARDOUS MATERIAL STUDS SPACED AT A MAXIMUM OF 24'O.L. 2. RAMPS,STAIRS MID GENERAL ACCE55 TO THE BUILDING.
20.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED 3. ELECTNCAL SERVICE HOOKUP INCLUDING FEEDERS)TO THE O
ALUMINUM.MASA ALUMINUM.4'LAP ALUMINUM,,518'F.T.T I-I.I BUILDING.
SIDING,VINYL SIDING WITH ENERGY BRACE BACKER MARDI BOARD, 4. ROOF DRAINAGE SMALL COMPLY WITH F.B.C. 1503 AND
STEEL SIDING AND TLEKO'STUCCO ON S/8'DENSE GLA55 GOLD R318.G
AND FOLYCMBONATE GREENHOUSE PANELS NOTE:TH15 UST DOES NOT NECESSARILY UMIT THE ITEMS OF WORK sTA F
21.ALL DOORS SHALL BE ABLE TO BEOPENED FROM THE EGRESS 51DE AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE
WITHOUT THE USE OF A KEY. INSTALLATION.ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL �'i,`YS/•'- ��`
JURISDICTION APPROVAL
e5epan5nPle daSiJned i"accordance with: Single Wtde Metal Master Plan Dedtpud By.'Pr Jett Na Sheet Number:
2014 FBC,5'"Edition G.R.H. 12EN2Z4n 4
Raney Associates.Inc. 201 NEC Lark Builders 1�®
Engineering 8c Construction Planning 12014 Florida Fre prevention Cade 409 Dixon Street
PA WNAaka N 5G396p-l�vaauw w For Wi d Speed 160 mph,ExposweC Vidalia,GA 30474 �CI-A•r 009112
1 of
PSI APPROVAL 2015-05-24
ELECTRICAL NOTES: Appv.1 Stam a:
I. WHEN AIR CONDITIONING 15 INSTALLED IN THI5 BUILDING,IT 5HALL BE
THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY WIRE AND BREAKER 50F5 FOR ACTUAL
HVAC UNIT(5)INSTALLED ALLWIRING TO BE IN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE LATEST EDITION.
2. PLEADLE CONDUIT FOR LIGHT FIXfURE5.
3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT,LOCATION (\<32'MIN.,GO'MAX.WIDTH
015TRJBUfION PANEL AND QUANTITY MAY VARY 24' BY 6'-e'HEIGHT DOOR
4. EQUIPMENT GROUND BAR W MAIN DISTRIBUTION PANEL LS TO BE AND ARE OPf1ONAL S Lam•L LOCATON MAY VARY.
GROUNDED TO MINIMUM 101Y COPPER CLAD EARTH DRIVEN ROD 'I
WITH GROUNDING CAMP APPROVED FOR DIRECT BURIAL F;� '
5. ALL CONDUIT TERNIZATION5 OF I'OR LARGERARE TO HAVE PLASTICINSUTATFD BUSHINGSG. ALL ELECTRICAL-WORK 45 TO BE IN ACCORDA6=WITH THE"ATONAL 3 a'METALSTUDSEIE.CTRICAL CODE MEC),LIFE SAFETY CODE(NEPA IOI),LATEST SPACED AT 24' CODEREV)EW
EOMONS. teO.C.MAY.7. HVAC EQUIPMENT SHALL BE PROVIDED WfH READILY ACCESSIBLE &4'T DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.AUNIT SWITCH FLOORTHINGWITH A MARKED'OFP P05MON THAT 15 PART OP THE HVAC 3 SEE VARIOUS END WALLEQUIPMENT SHALL BE PERMITTED A5 THE DISCONNECTING MEANS ONLYWHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY u FRAMING SECTIONS fORA READILY ACCM515LE CIRCUIT BREAKER. AND WINDOW FRAMING. / WALL AND DOOR FRAMING. Fl.sm�Ta.srePaT
8. PRIOR TO ENERGILNG THE ELECTRICAL SYSTEM THE INTERRUPTING I a \
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS
BEING IN COMPLIANCE WITH SEC.1 10-9 OF THENEC BY A LOCAL >'
ELECTRICAL CON5ULTANT. N
S.
THE MAIN ELECTRICAL PANEL.FP.EDER5,POWER HOOKUP TO BUILDING I
(INCWDING ALL D SCONNECT5,OVER CURRENT DEVICES,PANELS, \
GROUNDING,ETC:)IS DESIGNED BY OTHERS.SITE INSTALLED,
5U3JECf TO LOCAL JURISDICTION APPROVAL p t
JO.ALL WIRES TO SWITCHES AND OURETS TO BQ®12 AWG THHN AND OPTIONALELECffUL TO- 32'MIN.,GO MAX.WIDTH
WILL MEET THE COLOR.CODE REQUIREMENTS SET FORTH IN THE NFFA EACH UNIT FIELD BY 6-8'HEIGHT DOOR,
70.NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY.
11.ALL EECTRICAL OUTLETS SHALL BE GFC IN ACCORDANCE WITH WSTING POWER
ARTICLE 1210.8W(2)NEC-08. SOURCE TO UNIT
50-0'MAXIMUM BUILDING lEFIGfiI
Electrical Symbol Key HmryAsmc ne;Toa
Cttu6u0e ofAwhadmtion
GFCI Duplex Receptacle 120V 10 NOTES: K.27124
.ALL ELECTRICAL EQUIPMENT SHOWN 5 OPTIONAL AND LOCATIONS MAY VARY.
Incandescent Light w/(1)-00w Bulb �.GK rR r 11+1'
Typical Floor Plan \
IM Junction Box SCALE:I/4'-I'-0' .pQ
9*' Na
$ Switch
WP Weatherproof
'
$R Switch w/Receptacle Outlet 120v 10 .< q?:•G`�
o.tl :
. ,��NALt E A�
These plans were designed In—ordance with: Sheet Number:
zola Fec,5t"Edition. Single Wide Metal Master Plan Dnaipadsy.'?T.jWINa
Haney.associates,Inc. —1 NEc Lark Builder§' °JL" 12s"224 S1.1�.
Engineering 8c Constraetion Planning told Florida Fire P—tion Cade 409 Dixon Street Law�aeY D„e;
asT`� PA aaan49aNageGn�-aavc[N{16aW0 For Wird Speed 160 mph,ExpasweC
Vidalia,GA 30474 CLL- 049n2 2 of
PSI APPROVAL 2015-05-24
Approval Stamps:
SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE 5cne°uLeroRJolsTwe j--
125 psf Live Load(2 Skid) 1 .125 psf Live Load(3 Skid)
Width JoistSize&Spacing A B Width Joist size&Spacing A B IL
6'-0" 20s @ 16°O.C.,Max. 15" 42° 6'-0" 2x4's @ 16°O.C.,Max. 12'
8'-0° 2x6's @ 16°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° 2x68 @ 16°O.C.,Max. 20° 40" SEE SCHEDULE FOR JOIST 512E
11'-0' 2x6's @ 16'O.C.,Max 24" 84' 11'-0° 2x6's @ 16'O.C.,Max. 22• 44° i
11'-8• 2x6's @ 16°O.C.,Max. 28" 84' 11'-8' 2x6's @ 16'O.C.,Max. 24' 46'
13'-0° 2x8'8 @ 16'O.Q.Max 36' 84° 13'-0' 2x8'8 @ 16°O.C.,Max_26°152• 'A• B• �' ^'
13'-8' 2x8's @ 16'O.C.,Max. 40• 84' 13'-8' 21i8's,@ 16°O.C.,Max 28" 56" j
NOTES: I
•PAyTENER5 WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS 5ET FORTH
UNDER FDC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED.
•ALL SKICSARE P.T.-0.G S.Y.P.A2 OR(2}P.T:2.G 5.Y.P.12
•
9-0•WIDE UNITS MAY USE 2.4 S.Y.P.03 JOISTS
•ALL JOISTS ARC TO BE P.T.,5.Y.P.d2 avild�
P.T.SIDE RAIL TO MATCH T.SIDE RAIL TO MATCH
JOLST SIZE,SEE FRAMING JOIST BE SEE FRAMING CODE REVIEW
SCHEDUIP.FOR SIZES. 5CHEDULe FOR SIZES. I Prmms/ana1S°Mc•IntlusrrMs
ad.—,Fl°Ma
o,
rasw
Q atBt9
Ra,RM•wer.{YIIIYgEw°ry.III
- lcctnuuo
wtuooae
FL SYI]",mdVd1
b i
SEE SCHEDULE FOR JOIST SIZE '
SEE SCt1EDULE FOR JOIST 5RE
P
142
--Nor— Hmry Associamlaa
0=0 &AYWodrxdoa
Ha.Zllm
a ```GK rR 1
3 .P.T.-0s6 5.Y.P.®2 or 4'-(P or S-Q' 3 P.T.-4xG S.Y.P.d2 or or 6'-(T `o.-
(2)
.:
'(21-P.T:2.G 5.Y.P.12 5XID5 Op6o:ul PorCi (21-P.T.2x6 S.Y.P.P2 5ND9 Optwial Porde _ //JN�
7�r
SO-O'MAXIMUM BUILDING LENGTH 50'-0'MAXIMUM BUILDING LENGTH _
1 O:• STATE 0
Typical 2SIad Floor FraminA Plan T Ical 3 SWd Floor.Framin Plan 'F'FtOR10P;•O�=�
_yP c
SCALE:114•-P-a SCAIC:ua-r o ONALL
These pions Feredesi3nedlnaccord—with: Single Wade Metal Master Plan Dn1�d Br Ajcarzo. Sheet Number:
2014 FBC,5r Edition
Haney Associates Inc. 2011 NEC Lack Builders °J"`` " " S 7.2
Engineering Sc Construction Planning 2014 Florida Fire Prevention Code
r�•pef1°•61°m^°�39®-P°oai6461Lm0 For Wird Speed 160 mph,ExposueC 409 Dixon,.GStreet U JI�dud. D„c
Vdalia,.GA 30474 �-^� 04j09I12 3 of 7
PSI APPROVAL 2015-05-24
Approval Stamps:
3✓*-209a METAL WALL STUDS
5EE PUUJ VIEW POR5PACING
5EE FRAMING SCHEDULE KI05MAY BE P.T.-4xG 5.Y.F.
POR JOIST SIZE i2 OR(2)-P.T:2x6 S.Y.P.Y2 20,j..METAL SOLE RATE,
CONNNOUS W/511 GY4'LAG5
ATTACH EACH STUD TO SOLE I I AT I G'O.C.,Max.
PLATE WITH(2)/IO SELP I I
ORIWNG GRABBER SCREWSI .T.3/4'T{G FLOOR
– (1)INTO PNNTI FLANGE.
I I SHEATHING
5EN:0 K28(OR EQU OTGH 5KID5 liv.Ily I
NA1L5 AT 12'O.C.,ROWSFOR EACH FLOORJOL5T C 1
SHALL BE I-5'FROM EDGE, _
STAGGER FROM
G-FOR
S.Y.P:2x6§51UD5, I BLOCKING BETWEEN
/ START PATTERN WITHIN 6' 2x4 BLOCKING l 5M05.FASTEN TO ENDI
OF EACH END OF SKID JOIST W/ 20k3' I
5KID5.FASTEN W/ 12'O.C.PACH�
f2)-0.12013'NAILS AT SIDE,STAGGERED.
12.O.C.,STAGGERED.
�15KIDaFLOOR FRAMING DETAILl
/e TEND JO15T MI G D AIL
C� ya—Po CS(37sr®r� Trw
V `J COODEE-REVIEW
PNwtanal SaMca InOvaaloa
17la Artl SUan
ORa,Ma.RMCa J}eae
Fon ReNnmr.Wlalam l'.Ne.ry,el
SKIDS MAY BE P•T.-4x6 S.Y.P. LA.—
LAP
02 OR(2)-P.T:2x6 S.Y.P.I2 uaawm�
0.36niB,31®d1
2'LAP 5PUCE FASTENED
WI(G)-5/16'4 LAGS
/(G)-5/16Y4[AGS
P.T--4a65.Y.P. (OUTfK FAOE),(3}5/1 G'x4'
-/2 SKIOS LAG5 ONNER PACE).(5)LAG
2� ATTACH JOIST TO SK)D WITH SLREW9 TOTAL
511.4'LAG SCREW OR(2) TTmry w..M_,lac
51MP50N H-3(OR EQUAL)AT - Cati6wte oTANtho wn
EACH END OF JOIST.SEE 3Y6'SPUCE PLATE ON 301 N.21174
FRAMING5CHEDULE FOR5M 4 SIDES OF JOINT,FASTEN
EACH PLATE W/(5)SENCO 1 t 1111111]
NOTE:ATTACH END JOIST5 TO SKID WITH(2)-5/1 G'W, S.YP:I25ND5 K28(OR EQUAL)NAILS G1C R.y
LAG 5CJi@W�LOXLOX(4}0.131x4'GUN NAILS)AND A - EACH 51DE. `�Q.\:•`�.•'•,•qr�
SIMPSON H-3[OR EQUAL]AT EACH END OF JOIST. N.
TYPICAL SKJD TO -9• -
3 J 1 T CANNE c2
ON DETAIL 4 L •'OI SPLICING PETAL �A T $TATE OF
33])SS�-IL�r .0....
Yu iultPv
Th—pla s wedmignedineuardamewith; Single Wide Metal Master Plan D_ Sheet Number:
2014 FRC,51h Edition 9 ORFLBri Aa'j
Haney Associates.Inc. 2011 NEL Lark Builders @ q.
Englneering&Construction Pluuning 2014 Florida F1 rePreventian Cade 409 Dixon Street S 1
:.y;,t` eae,aau,aasmvuivm-ia�enucieao Far Wilds 160m h, sweC GloatedDate;
Speed P E"P0 � Vidalia,GA 30474 C.L.A. INrosna 4 of 7
PSI APPROVAL 2015-05-24
Approval Stamps:
ROOF FRAMING SCHEDULE SCHEDULE AND ROOFFRAMING NOTES:
i
Wall Framing at 24"ox.,Max. -ROOF FRAMING SHALL BE SPACED TO LINE UP DIRECTLYOVERTHEWALL 51105FORPROPERLOADTRAN5FERAND5TRAPPING.
•ROOF DRAINAGE SHALL COMPLY WITH P.B.C.2010 1503 AND R318.6
Width Rafter and Brace Size and Spacing: •FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER PBC 2304.9.1
AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED.
•RIDGE MAY RUN IN THE SHORT DIRECTION'TURNAROUND'OR VAULTED'STYLE WITH A MAAMUM GABLE END OF 30-0'AND SIDE
6'-0" ASIS SSMA S 3505162-43 @ 24"O.C.Mac. WAL5 THAT VARY E-8 TO 13-W OR THE LANG DIRECTION STANDARD'WITH GABLE ENDS THAT VARY 6•-0•TO 13•$•WITH A
ASIS SSMA S 350S16243 @ 24"O.C.Max. MAXIMUM 51DE WALL LENGTH OF 50-8. I
•ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDIN 10-1 Gx I TEK5 PANHEAD SCREWS WITH 03 DRILL POINT
10'-0" ASIS SSMA S 3505162-43 @ 24"O.C.Max. AT 6'O.C. j
11'-0" ASIS SSMA S 350516243 @ 24'0.C.Max.
11'-6" ASIS SSMA S 350516243 @ 24"O.C.Max.
13'-0" ASIS SSMA S 350S16243 @ 24'O.C.Max.
13'-6" ASIS SSMA_S 3503162-43 @ 24"O.C.Max.
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— -—_ - •-20'E METAL RAFTERS
HND BRACING,SPACED AT I uawwe
24'O.C;,MAX.UNE UP �5tl41L sarat
RAFTERS TO LAND ON WALL
I� STUDS FOR LOAD TRANSFER Neral,Aaogiaew Glc
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5(747 MAXIMUM BUILDING LENGTH-30-8 MAX.FOR VAULTED ROOF :QQ;r�\G N•''•:�'�j
O: �4�e/e •.L.
Typical Roof Frammq Plan 6:,: STATE 0 :••
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SCALE:14'-1'-OoPra`=:
These plans were designed in accordance with: $111 Ie Wide Metal Master Plan. Des _ .Sheet Number:
2014 FBC,5-Edition 9 ABY• 12EN 2*
Haney Associates;Inc. 'zoN NEC LarkBuildersD.RH T2PNG2T
' Engineering Construction Planning 12014 Florida Fire Prevention .51.4
Code � 409 DIXOn Street arxtmay: Date:
For Wird Speed 160 mph,Exposure C Vidalia,GA 30474 C1.'_ 04M/12 5 of 7
PSI APPROVAL 2015-05-24
I Approval Stamps:
ATTACH ROOF FRAMING TO
JANi TOP PLATE OF WALL FRAMING
WITH BUIL.OE%10.16x1 TEASPANHEADSCREWS WDRILL POINT AT G'O.C.
SEE ROOSQIEDUIE FORRBRACING SIZES AN1/2•x 12'CORRUGATED 1METAL COLLAR TIE,4--a ROOF PANELS FASTENED LONGATTACHW/(2)IIOSELF 5PrtED A 24O.C.MAX.
WITH 1/4'-14 x 3/4'HWH DRILLING GRABBER 5CRBW5 EACH SIDE l
TRW=I AT G'O.C.
SEC ROOF FRAMING 3Pa'-20 .METAL STUDS 1 G OPTION DETAIL
SCHEDULE FOR RAFTERS SPACED AT 24'O.C.MPX. 1 "�!
3'-O ABa.METAL BRAHED FLOOR.
O SEE ROOF FRAMING 3'-0'ABOVE FlNISHED FIDOR,
bATTACH TO EACH SPUD W/(2)
REQUIREMENTS-
SCHEDULE UIREMENTS FOR FASTENING 11 O SELF DRILLING GRABBER
n
(a SCREWS,(I)INTO EACH FLANGE
Too ��Baild�
SEE 51.2 FORAMIN 2I/2'x I/2'CORRUGATED TOP
TE Of FRAMING AMI
AND FLOOR FRAMING TOP PLATE EX WALL FRAMING CODEREVIEW
PANELS(FASTENED W/BB a WITH LHIILDIX 10.16x I TEICS
I&WOOD SCREW AT-G' PANHBAD SCREWS WITH/3 1e"•I semxa meesmes
qaa aarcsae.t
O.C.(OR EOUAU DRILL POINT AT 6'O.C. orceneo,Roma aaaas
1 _ _`-`=_`=_ Nm WNeIwr,WWm ENu,1t@
ILL Ixnesuaa
VARIES,G-0-to 13'-B' � LAaooaan
__� FL Sean.amPas
Typical FrdfI1B SCCCIOH SEE ROOF FRAMING Nenry Assodnee,Ina
SCALE:1/4'=1'-0' Cemfi-fAathadaffiim
SCHEDULE FOR RAFTER AND
BRACING 5¢FS AND SPACING Na'27124
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SPACED AT 24'O.C.MAX. Q NR
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2 HAN .OPTION DETAIL =.0:,.'STATE OF
These plans were designed in o«m"onne with: Single Wide Metal Master Plan DrnedEly: PMIMNo. Sheet NuiDber:
2014 FOC,5th Edition O.R.H. IIEN A
Haney Associates,Inc. 1.11rJED Lark Builders �+ .
Engineering&Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street S
,. raoa.a.Nseem..scncn-en..:eewsiaoo Ch.W By: Date:
For Wind Speed 160 mph,Exposure C Vidalia,GA 30474 CIA 04/09/12
6of7
PSI APPROVAL 2015-05-24
j Approval Stamps:
2-1/2'z 12'CORRUGATED ROOF
PANELS FASTENED W Ix
3/4•HJW
WH TRAI AT AT 6'O.C.
D.C.
3z'-20ga.METAL BRACING,
ATTACH EACH END To 11 W/
3'Y'METAL BRACE AT 3'-O' I I010 METAL BRACE AT 3:-0'
ABOVE FINISHED FLOOR I (2) SELF GRABBER ABOVE FINISFIED FLOOR
ATTACH TO EACH 5TU0 SCREWS,(I)INTO EACH FLANGE —/ ATTACH TO EACH STUD
W/(2)010 SELF DRI WNG j (NOTE THAT TH15 BRACING 15 W/(2)i 10 SELF DRI NG
GRABBERSCR ,(I) I REQUIRED ON 5IDE WALLS AS WELL GRABBER SCI+EVS,(1)
INTO EACH FLANGE (BORT SIDES OF EACH CORNEWI .INTO EACH FLANGE
li I
SEE 51.2 FOR 5KID AND FLOOR
VARIES,G'-0'[0 13'-8' FRAMING VARIES,6'-O'to 13'-8'
End Wall Framing Option End Wall Framing Option
WALL OPENING FOR SIDE To Ttj RE
SCALE:i/4'=I'-0' TO BE FRAMED 51MILAR TO TT105E SCALE:I!4•m I'-O`
SHOWN HERE FOR ENOLNALLS
ffATTACH
12'x 12'CORRUGATED ROOP •°4"'
3W FASTENED I AT I'O.C.x CODE REVIEW
3/4' FA T FASTENED
AT 1 O.C. CODE n;7.*;emausrnes
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3;"-20ga.METAL BRACING. Mmc EACH END TO 5TUD5 W/V METAL BRACT:AT-3'-(YPJzMETAL BRACE AT 3'-0•ABOVE FINISHED FLOORCREW. DRI WNG GRABBER ABOVE FIN15HESDPLOOR, W^cT Ana+ems,Ina.CREWS,(1)INTOEACH FLANGEATTACH TO CACH.SND ATTACH 1 0 ELF DRI LI Cadfcaro.27124odzadoa
W/(2)dIO SELFDRIWNGW!(2)®IO SELF ORILUNGMOTE THAT THIS BRACING I5. No.2T124GRABBER SCRRVS,(1) QUIRED ON SIDE WALLS R WELL INTOGRABBER1 FLAN E(1)
INTO EACH FLANGEBOTH SIDES OP EACH CORNER)) INTO EACH FLANGE i
—NOTE THIS BRACING P�cK"C�€N�yqN
�IS RED RED
ON 5IDE 0Q'
SEE 51.2 FOR SKID AND BOOR WALLS AS WELL(BOTH No 558
VARIES,6'-0'to 13'-8' FRAMING VARIES,6'-O'to 13'-8' 51DE5 OF EACH CORNER) _*1 �*
_9.
End Wall Fmininq Option End Wall Frammq Option - apo. STATE OF `
a P•'_'
SCALE:114°=1'4' SCALE:1/4'-I'-0' 'F'•.;<OR1Dr'(j���
'�'SS��NALia`�`�•
These plans wei-e-T—nea in acwrancwit
F:
1I 2014 FRC,5a'Edition Single Wide Metal Master Plan Sheet NUmber:
r><dsnwey PmtaL No.
Raney Associates,Inc. 201 re NEC Lark Builders °J'L 1�° S 1 e 6
�Engines s•Ing.&Constmeti nPlaisn(ng 2014 Florida FPrevention Code
409 Dixon Street aB Dae
e. e�s:r,an Ntiasc rwo-em.mwas+sm For Wird Speed 160 mph,Exposure C Y'
Vidalia,GA 30474 r+a 04 /12 7 of7
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