HomeMy WebLinkAboutProduct Approval hzfo�7natr'on
.ToB 1777 On Haney Associatesction,t Inc.
Engineering•Consulting.7bsdng
June 25,2015 6 -
F.L•Certificate of Authorization No.27124
"
Mr.Jim Richmond P.O.BOX 348 a SIX MILE,SC 29682 •(864)-646-7600(0)•Mobile:(864)-634-1300
Florida Department of Business and Professional Regulation
EMAIL:haneyassociates@bellsouth.net
Manufactured Building Program Orrick R.Haney,P.E.
1940 North Monroe Street
Suite 90A
President
Tallahassee,Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed Date: June 10,2015
Manufacturer: Lark Builders
Plan Number: MLBE-14 Florida Manufactured Buildine Program 2014 Code Undate
Dear Mr.Richmond, Attention: -
Pursuant to the requirements of the Florida Department of Business and Professional William E.Newry,III
Regulations,the above referenced documents have been reviewed for compliance with: Professional Services Industries,Inc.(PSI)
2014 FBC,5th Edition 1748 33rd Street
2011 NEC Orlando,FL 32839
2014 Florida Fire Prevention Code
Project: LARK BUILDERS MASTER DESIGNS
These plans comply with Florida Product Approval Rule 61 G20-3.006(FAC) °
'r r5 Client Nanie: Lark Builders Inc.--409 Dixon Street-Vidalia.GA 30474
A signed and sealed set of plans are maintained on file in the Third Party Agency office
of PSI.
Asselncul:
All mandatory comments have been satisfied and plans are approved for construction by a The plans on file with the state previously approved by the Florida Manufactured Building
modular building manufacturer that is currently approved by the Department of Business Program meet the requirements of the latest edition of the Florida Building Code,FBC 2014
and Professional Regulations. 5'h Edition.
If you have any questions or require my assistance in any way,please do not hesitate to Lark Builders,Inc.*have the following designs on file:
contact me.
140 mph—Standard and Vaulted Wood Shed Master
160 mph Exp,D—Lapsider Box Eave Wood Shed Master
Respectfully Is mitted, • 160 mph Exp.D—Vaulted Ceiling Wood Shed Master
a 160 mph—Double Wide Wood Shed Master
e 160 mph—Metal Double Wide Shed Master
160 mph—Metal Lapsider Box Eave Shed Master
William E.Neary,I . 165D/175C—Metal La sider Box Eave Shed Master
Department Manage
r P
Modular Facilities Division
Copy to:Ms.Berri Howard,Lark Builders berrinlarkbuilclers.coin
' huncyassuciutcstiubcllsnutlt.net
.Professional Service Industries,Inc.•1746 33i°Street•Orlando,FL 32639•Phone 4071304.5500.Fax 407/304.5501 15E.N224 Page I ur'-
FL Engineering Business 3684 '
PSI APPROVAL 2015-05-24
160 mph e Metal Lapsider Box Eave shed Master Plan PptovalStamps
GENERAL NOTES: Lark BUl��@1'� DESIGN PARAMETERS: (HIP-GABLE ROOF)
(WIND DE51GN PER A5CE 7-10,SEISMIC DESIGN PER A15C 341-051
1. THI5 STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009
IBC BUILDING CODE AND THE FLORIDA BUILDING CODE,WIND 409 Dixon Street I• WIND VELOCITY: 160mPh
LOADING DESIGNED IN ACCORDANCE WITH THE A5CE-7-10. 2. WIND IMPORTANCE FACTOR: I.0 1
2 ABOVE CODE AND ALL OTHER APPLICABVidalia,
ALL MATERIALS AND LABOR SHALL 13E IN LE LOCALL CODES AT THE THE 3. WIND EXPOSURE: C
GA 30474 a. INT.PRESSURE COEFFICIENT: 0.18 t 1
TIME OF MANUFACTURE. 5. ENCLOSURE CLAS51FICATION:ENCLOSED
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING: � lnfomra"on
DIMENSION. -ROOF LOAD(ZONE p 1): +21.4/-43.8 PSF (f+�e ToBuiWOn
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN Sheet Index -ROOF LOAD(ZONE N2): +21.41-G 1.7 P5F I +•�•a•�"+
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. -ROOF LOAD(ZONE N3): +21.4/-97.4 P5F CODE REVIEW
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: 51.0 j Cover-General&Design Notes -WALL LOAD(ZONE N4): +45.5/-49.8 PSF Professional Service Industries
-WALL LOAD(ZONE p5): +46.3/-58.5 P5F 174633rd Street
FLOOR JOISTS- 2x4 5.Y.P.N241 2-15%MOISTURE CONTENT) 81.11 Electrical&General Floor Plan_ -WALL LOAD(ZONE#405): +45.9/-54.2 P5F Orlando,Flodda 32639
Plan Reviewer.William E.Neary,III
2x6 S.Y.P.k2412-15%MOISTURE CONTENT) S1.2 Skids&Floor Framing Plan
2x85.Y.P.tf2-(12-15%MOISTURE CONTENT) , Icc6stuolo
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: S1.3 I Skid and Floor Framing Details 7. FLOOR DESIGN LIVE LOAD: 125 P5F ueuoo/oe
8. FLOOR DESIGN DEAD LOAD: 12 PSF FL SMI-79,SMP-51
SKIDS,FLOOR.101515 AND 3/4'T4G FLOOR SHEATHING $1.4 Roof Framing&Schedule 9. ROOF DESIGN LIVE LOAD: 20 P5F I
7. TRU55 DESIGNED TO SUPPORT D.L.+L.L.=30 P.5.F. 10. ROOF DESIGN DEAD LOAD: SELF WEIGHT i
8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND S1.5 Typical Frame Section Details 11. WALL DESIGN LOAD: 8 P5F
SUBJECT TO LOCAL JURISDICTION APPROVAL. $1.6 I End Wall Frame O tions 12. COMBINATION LOADS: AS PER A5CE 7-10
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 FBC 15. BUILDING OCCUPANCY: STORAGE-NON HABITABLE I
1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL GENERAL NOTES CONTINUED: I G. CONSTRUCTION TYPE: v e
ROOFS SHALL MEET MANUFACTURERS RECOMMENDATIONS. 17. ALLOWABLE FLOORS: I
1 1. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL 22 DOOR SHALL BE 2 I/4"x 11/16°ALUMINUM EXTRUDED 18. EXTERIOR WALL FIRE RATING: O 1
STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. FRAME WITH AN ALUMINUM PANEL INSERT.ALUMINUM TRIM. 19. DE51GN OVERHANG: 8 INCH
12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE DOOR ATTACHED TO VERTICAL 2x4. 20.DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 4 FLORIDA
UNDERLAYMENT APPLICATION IN ACCORDANCE 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 CONTRACrOWMANUFACTURER 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 THI5 I5 NOT A FOUNDATION DESIGN. SIZE,QUANTITY,AND LOCATION MAY VARY. 2014 FBC,51h 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 2014Florida Fire Prevention Code
VARY. 25.MAXIMUM WALL HEIGHT TO BE 6-0' 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.27174
17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN 27.ALL BUILDINGS(EXCEPT THOSE IN USE AS AN ACCE550RY CODE IN ACCORDANCE WITH 10 1.5.2
ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER t 2 t t t t l l Ir
FIELD PERFORMANCE CONDITIONS. 4005.i.ft.)MUST HAVE ATLEA5T(1)329x80°(MIN.)DOOR. SITE INSTALLED ITEMS: �`�G�( R.
18. THESE 5TRUCTURE5 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 SYSTEM. Q"� CEN 9ti
HAZARDOUS MATERIAL. STUDS SPACED AT A MAXIMUM OF 24"O.G. 2. RAMP5,5TAIR5 AND GENERAL ACCESS TO THE BUILDING. pQ,.•Y9//g�� '��
20.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE o. 64558
ALUMINUM.MASA ALUMINUM.4'IAP ALUMINUM,5/8'P.T.T I-I I BUILDING.
SIDING,VINYL SIDING WITH ENERGY BRACE BACKER,HARDI BOARD, 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 1503 AND �,�-"f
STEEL SIDING AND'PLEKO'STUCCO ON 5/8°DENSE GLA55 GOLD 8318.6 O: STAT F r
AND POLYCARBONATE GREENHOUSE PANELS NOTE:THIS U5T DOES NOT NFCE55ARILY LIMIT THE ITEMS OP WORK ,n•• l*• _`
2 1.ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE :,FS•,4ORL� G`
WITHOUT THE USE OF A KEY. JURISDICTION ALL SITE RELATED ITEM5 ARE SUBJECT TO LOCAL L '��,L. s/ONA1..r�C.`�
These plans were designed in accordance with: , Sheet Number:
+":_�� 2014 FBC,51h Edition Single Wide Metal Master Plan Designed By: Project No.
O.R.H. 12EN224
I Raney Associates, Inc. I 1 2011 NEC i Lark Builders I
. "
i -C-,- w.`;_ Engineering 8c Construction Planning 12014 Florida Fire Prevention Code 409 Dixon Street I I 1 •O
i '{�' P.O.eos318,6k1MOg6.C.29682-Pa0ae:861fi16-2600 i For Wind Speed 160 mph,Exposure Checked By: Date:
i I Vidalia,GA 30474 Ci•A• 04/09/12 1 Of;
PSI APPROVAL 2015-05-24
ELECTRICAL NOTES: i Approval Stamps
I. WHEN AIR CONDITIONING 15 INSTALLED IN THI5 BUILDING,IT SHALL BE I I
THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL
HVAC UNIT(5)INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE LATEST EDITION.
2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES.
3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED 32'MIN.,GO'MAX.WIDTH
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT,LOCATION 24" BY G-8--HEIGHT DOOR,
DISTRIBUTION PANEL. AND QUANTITY MAY VARY
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE AND ARE OPTIONAL. I,MAX. I, Q` LOCATION MAY VARY.
5'MAX.
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 PLASTIC / I
INSULATED BUSHINGS. nfomrafion
1 LM��Mo Build On
G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL 31'i'METAL STUDS •+"�"•�••`�
ELEC I?JCAL CODE(NEC),LIFE SAFETY CODE(NFPA 101),LATEST SPACED AT 24' CODE REVIEW
EDITIONS. O.C.MAX. IProlossfonal Sorvlco lndusWe
LL F5
s
7. HVAC EQUIPMENT 5HABE PROVIDED WITH READILY ACC51BLE in P.T.3/4'T i 174833rd Street
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCHY `• FLOOR SHEATHING Orlando,Florida 33939
I i
WITH A MARKED"OFF POSITION THAT IS PART OF THE HVAC SEE VARIOUS END I SEE VARIOUS END Plan Reviewer.William E Neary,In WALL Icc o sleswo
WALL AND DOOR FRAMING.
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS § WALL FRAMING FRAMING SECTIONS FOR l LAaU0a409
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY io SECTIONS FOR WALL I FL SMI.79,SMP.91
A READILY ACCESSIBLE CIRCUIT BREAKER
AND WINDOW FRAMING.
8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING a�
RATING OF THE MAIN 13REAKEP MUST BE DESIGNED AND VERIFIED PS ;
BEING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BY A LOCAL
ELECTRICAL CONSULTANT.
9. THE MAIN ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO BUILDING
(INCLUDING ALL DISCONNECTS,OVER CURRENT DEVICES,PANELS,
GROUNDING,ETC.)IS DESIGNED BY OTHERS,SITE INSTALLED,
SUBJECT TO LOCAL JURISDICTION APPROVAL. I •-� j
10. ALL WIRES TO SWITCHES AND OUTLETS TO BE+91 2 AWG THHN AND OPTIONAL ELECTRIC TO- WPJ /, 32'MIN.,GO-MAX.WIDTH
WILL MELT THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA EACH UNIT FIELD �• 6Y 9-8'HEIGHT DOOR
70,NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION MAY VARY.
1 1. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH EXISTING POWER --��
ARTICLE 1210.8(A)(2)NEC-08. SOURCE TO UNIT
50'-0'MAXIMUM BUILDING LENGTH
Electrical Symbol Key I Haney ofAiato,Inc, j
CCertificateeof Authoci7ation
GFCI Duplex Receptacle 120V 10 NOTES: _ _ No.27124
I •ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. '
Incandescent Light w/(1)-60w BulbIiV 1�� lrr
Typical Floor Plan `��GK R:•Hq�'
[Jl Junction Box SCALE: 1/4'=1'-O' QQ'��Q jEN
N a
$ Switch * l
WP Weatherproof �O MATE 0
a
cP.:'�2.
$R Switch w/Receptacle Outlet 120v 10 ORL. G
I
These plans were designed in accordance with: Sheet Number.
Bane Associates Inc. ' 2014 PBC,51h Edition
Single Wide Metal Master Plan Designed By. PmjecLNo.
O.R.H. 12EN224 ,
Y � � ' 2011 NEC � ' Lark Builders S1 .1;1 q, Engineering&Construction Planning i
2014 Florida Fire Prevention Cade 409 Dixon Street V • ■
P.O.Bu]d&Sia hide,S.C.a9aaa-Phvve:9a1fi�67a0a I , Checked By: Date: `1 ■"Ae
For Wind Speed 160 mph,Exposure C Vidalia,GA 30474 C.L.A. 04/09/12 2 of 7 i
PSI APPROVAL 2015-05-24
7
5io-:7AP -.1 stamps
SKID LAYOUT AND FLOOR FRAMING SCHEDULE
125 psf Live Load(2 Skid) 125 psf Live Load(3 Skid) SEE SCHEDULE FOR J015T 51ZE
Joist Size&Spacing teUpacing A 1 13
6'-0' 1 2x4's(I
42" 16"O.C.,Max 24ne
-
8'-0"j W's @ 16"O.C.,Max. 18"160!' 8'-0"
I Ws @ 16"O.C.,Max. 16" 32"
10'-0-! 2X&S Q 16-O.C.,Max. j 24"!72" 10'-0"l 2x6's @ 16"O.C.,Max. 20"140" 5'Elf SCHEDULE FOR JOIST 512E
I 2x6's @ 16"O.C.,Max. 24" 84" 11'-O"I 2x6's @ 16"O.C.,Max. WT.44" %,
1_1'7t 2x6's @ 16"O.C.,Max. 128" .11'-8"—2x6's @ 16-O.C.,Max. 24" 46" X X
13'-0'1!-2�s @ 16"O.C.,Max. 136"i 84" 13'-0"i W's @ 16-O.C.,Max. _2�j 52" 'A'
TF-8--j 2x8'.@ 16"O.C.,Max.
, 140"184" I3'-8"1 2X8'S @ 16"O.C.,Max. 28"1667
NOTES: .
•FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH
UNDER FBC 2304.9.1 AND TABLE 23043.1 UNLE55 OTHERWISE SPECIFIED.
•ALL SKIDS ARE P.T.-4x6 S.Y.P.#2 OR(2)-F.T-24 5.Y.P.#2
•6'-0'WIDE UNITS MAY USE 2.4 5.?.—F #3 JOISTS lnfomtolfon
•ALL JOISTS,ARE TO BE F.T.-5.Y.F.#2
P.T. IDE RAIL TO MATCH T 51DE RAIL TO MATCH
WT 512E,SEE FRAMING 15T SIZE,SEE FRAMING CODE REWEW
SCHEDULE FOR SIZES. SCHEDULE FOR SIZES. Prnfmlonal Setylce Industiles
1748 33id Streat
Od-nda'ef-dda 22839
PW R-1—
JCC 651A4040
LA OU00406
FL SMI-79,SMP-61
SEE SCHEDULE FOR JOIST 51ZE
SEE SCHEDULE FOR JOIST 512E
HaneyAssoclates,7na !.
No.27124
Lk --———————
4— Al 11 If 11 11 11 11 il 1111
.-4
3 LP.T.-4xG S.Y.P.#2 or 4.a or G'-O' q. ............
F.TxG 5.Y.F.#2 , \CENS,
(2)-P.T.-2.6 S.Y.P.jF2,5KJD5 aLW-01 or G'.0- 0
Optional (2)-P.T.-2xG 5.Y.F.;F2 SKIDS I OPt...I Forthe No.
50'-0"MAXIMUM BUILDING LENGTH
50'-Ou MAXIMUM BUILDING LENGTH CI
STATE 0
Typical 2 5kid floor Framing Plan Typical 3 5kid floor framine Plan
SCALE: 1/4"=1'-O' SCALE: I W-I'-Cr j
These plans were designed in accordance with:
Single Wide Metal Master Plan DesignedBy: PrQjectNo. 'F Sheet Number:
2014 FRC,51h Edition
Haney Associates, 11 NEC Lark Builders
.As itates, Inc.ne.
Engineering&Constructi _L__
n Planning ing 2014 Florida Fire Prevention Code
tA 11*00.ftl fdtff�S.M 29M-Fh—:fl"&76Q0 409 Dixon Street S1 .2
For Wind Speed 160 mph,Exposure C Checked Ily. Date;
Vidalia,GA 30474 C.L.A. 04/09/12
PSI APPROVAL 2015-05-24
Approval
MV-2OV.METAL WALLSTUDS
SEE PLAN VIEW FOR SPACING
SEE FRAMING SCHEDULE
SKIDS MAY BE P.T.-4xG 5.y.r. aV,' 20 METAL SALE PLATE,
FOR J015T SIZE OR(2)-F.T.-2xG S.Y.P.92
C;rA'Ja,OU5W/51IG.*x4"LAG5
ATTACH EACH STUD TO 50LE--- AT I G'O.C..Max.
PLATE WITH(2)010 5ELF
n' r-P.T.3/4'TilG FLOOR
DRILLING GRABBER SCREWS SHEATHING
(I)INTO EACH FLANGE.
5ENCO r28(OR EQUAL)—/ 40TCH 5rjD,5 IY2 x I&
NAILS AT 12-O.C.,FdW5 FOR EACH FLOOR J015T
SHALL BE 1.5*FROM EDGE. i
STAGGER ROWS G"FOR
(2)-P.T.-S.Y.P.-2xG`s 5rJOS, I > Zx BLOCKING BETWEEN
START PATTERN WITHIN 0 srjD5.FASTEN TO END
Of EACH END OF 5KIO 2x4 BLOCKING BETWEEN
SKIDS,FASTEN W1 J015T NAILS W/(3)-O.I207x3'
(2)-O.I20`x3"NAILS AT SIDE,STAGGERED.
12'O.C.,STAGGERED.
---\Sr END JOIST FRAMING I.I J04FLOOP,=ING DETAIL NG DETAIL [P=Sj."'voMUW0n
MoBuildoli
CODE REVIEW
Pmf"Slcaal service industries
174893rd Sliver
Od.do,Flodd*32839
SKIDS MAY BE F.T.-4xG 5.Y.P. pl."-'i—will..I-Kwyl III
#2 OR(2)-P.T.-2xG S.Y.P.#2 ]CC ORSISS04ii
L"IL100406 i
Fl.SM-79,SMPZi
2'LAP SPLICE FASTENED
P.T.-4x6 S.Y.P. G`x4'LAGS
(OUTER FACE),(3)-5/1 Gx4'
k2 5KSD5 ATTACH J015T TO SKID VATH LAGS(INNER ME),(9)LAG
SCREWS TOTAL.
5/1 G'x4LAG SCREW OR(2) Haney Associates,Inc,
5IMr5ON H-3(OR EQUAL)AT Certificate ofAirthrifizatio.
EACH END OF JOIST,SEE
FRAMING SCHEDULE FOR SIZE. 35 G'SPLICE PLATE ON 3 Of 1 No.27124
4 SIDES OF JOINT,FASTEN ---
NOTE:
EACH PLATE W1(5)-5ENCO
NOTE.-ATTACH END JOIST5 TO SKID WITH(2)-5/1 G'x4' S.Y.P.#2 5rJD5 K28(OR EQUAL)NAJL9
,y, R.
LAG 5CREW5—[OR(4).0.131.4*GUN NAILS]AND A EACH SIDE. ...........
`:'4CZ-'.--*V\C�'Vq �k\'l
51MFSON H-3[OR EQUAL)AT EACH END OrUOT5T.
NO.
jlrY
TYPICAL SKID TO
J915T CONNECTION DETAIL 4TYF`IPL SPLICING DETAIL OF
fits
'tri/l ii 1-1 NO
-T--h—ese-Plan-s were—des -
l9ned in accordance with: No. —Sheet Nwriber:
2014 FOC.5111 Edition I Single Wide Metal Master Plan
Designed$y: Project No
Haney Associates. Inc. OXH. 12EN224 s
Engineering&Construction Planning 2011 NEC Lark Builders
2014 Florida Fire Prevention Code
P.O.Bn34%SIX NEW,=296R.Pho-864.6464600 409 Dixon Street 31 3
For Wind Speed 160 mph,Exposure C Checked By, Date,
Vidalia,GA 30474 CLA04109/2
4 of
PSI APPROVAL 2015-05-24
I Approval Stamps:
ROOF FRAMING SCHEDULE SCHEDULE AND ROOF FRAMING NOTES:
i
Wall Framing at 24"O.C., Max. .ROOF FRAMING SHALL BE SPACED TO UNE UP DIRECTLY OVER THE WALL 5TUD5 FOR PROPER LOAD TRANSFER AND STRAPPING.
•ROOF DRAINAGE SHALL COMPLY WITH F.B.C.2010 1503 AND R3 I5.G
•FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FBC 2304.9.1
Wfdth� Rafter and Brace Size and Spacing: AND TABLE 2304.9.1 UNLE55 OTHERWISE SPECIFIED.
•RIDGE MAY RUN IN THE SHORT DIRECTION*TURNAROUND"OR'VAULTED"5TYLE WITH A MAXIMUM GABLE END OF 30.0'AND SIDE
6'-0" i ASIS SSMA S 350S162-43 @ 24"O.C.Max. WALLS THAT VARY G'-O'TO 13'-8'OR THE LONG DIRECTION'STANDARD'WITH GABLE ENDS THAT VARY G-O'TO 13'-8"WITH A
8'-0" ASIS SSMA S 350S162-43 @ 24"O.C.Max. MAXIMUM SIDE WALL LENGTH OF 50'-O'.
•ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDER 10-1 Gx I TEIC5 PANHEAD SCREWS WITH N3 DRILL POINT I
10'-0"I ASIS SSMA S 3505162-43 @ 24"O.C.Max. AT G'Q.C.
111-0"1 ASIS SSMA S 350S162-43 @ 24"O.C.Max. i
11'-8" ASIS SSMA S 350S162-43 @ 24"O.C.Max.
I
13'-0" ASIS SSMA S 350S162-43 @ 24"O.C.Max. i
13'-8"i ASIS SSMA S 350S162-43 @ 24"O.C.Max.
I
I
I
' f
oBuildOn
CODE REV/EW
Proosslonal Semite Industries
1746 33rd Street
2 I Standard Ridge Orlando,Florida 32839
1___ _— __ ,.-...—.— __ __ Plan RW—r.Will..E Neary,111 i
o __,-=r._ _ _ —_ —— _� �'-20ga.METAL RAFTERS ICC esteso4o I
o , AND BRACING,SPACED AT LA duoowa
I 24.O.C.,MAX.UNE UP !FL SMI-79,9MP57 _�
IR —_—_ __ RAFTERS TO LAND ON WALL
�g STUDS FOR LOAD TRANSFER
'm Haney Associates,int.
I Certificate of Authorization
—— ——�> --- —-- -- -- f No.27124
-- 1 ttt Ll Lltlrrrr
AGK R. Nq
50'-0"MAXIMUM BUILDING LENGTH-30'-0'MAX.FOR VAULTED ROOF O� ,Or,6 Y��%
*;
� 64 58� =
Typical Roof Framing Plan pSTATE O i
SCALE: 1/4'=1'_O• c<ORIO?:'C9�=` f
- ( These plans were designed in accordant— a with: —� Sheet Number: i
2014 FBC,5th Edition I Single Wide Metal Master Plan I Designed By Project No.
HangV Associates Inc. I ' ! Lark Builders °.R.H• '�12 �'
1 r - ' J 2011 NEC I I I S1 .4
ii Engineering 8c Construction Planning 12014 Florida Fire Prevention Code I '
409 Dixon Street 1 ;
P.0.aoxa�9,Si:Mae,&C796n-Paouca6�616-t60o I Checked By: Date: i
T —i Far Wind Speed 160 mph,Exposure C Vidalia,GA 30474 ( C.L.A. 04/09/12 I ! 5 of 7
PSI APPROVAL 2015-05-24
Apgrovai Stamps:
i
ATTACH ROOF FRAMING TO j
TOP PLATE OF WALL FRAMING j
WITHBUILDEX 10-1Gx1 TEKS
- ' PANHEAD SCREWS WITH N3 I
DRILL POINT AT G'O.C.
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SIZES AND SPACING `
rr 1
it? l S
,
k
2' x CORRUGATED 3PZ'_20 a.METAL COLLAR TIE,4'-0' 1
ROOF PANELS
ELS FASTENED LONG,ATTACH W/{2)N!O SELF 31'z"-ZOga.METAL STUDS j
WITH 114•-14 x 314'HWH 5FACED AT 24.O.C.MAX. i
TRAXX/I AT G"O.C. DRILLING GRABBER 5CREtA5 EACH 510E
r
SEE ROOF FRAMING M't=20ga.METAL STUDS I OVERHANGOPTI(7N DETAIL
SCHEDULE FOR RAFTERS SPACED AT 24'O.C.MAX. I• "'+"1� 1
4 j
o�n e4 3vz'-209x.METAL BRACE AT
O SEE ROOF FRAMING 3'-0'ABOVE FINISHED FLOOR, #
SCHEDULE FOR FASTENING ATTACH TO EACH STUD W1(2)
REQUIREMENTS N 10 5ELF DRILLING GRABBER i
to SCREWS.(1)INTO EACH FLANGE I lnfamMion
O SEE S I.2 FOR SKID ATTACH ROOF FRAMING TO
1/7 RED FLOOR FRAMING 2 1/2'x 1/2' CORRUGATED TOP PLATE OF WALL FRAMING CODE REVIEW
PANELS(FASTENED W/N8 x WITH BUiLDEX I O-1 Gx I TEK5 profess?onar Service indusotes
))�-WOOD SCREW AT G' PANHEAD SCREWS WITH#3
1 Oda 33rd Street
O.C.(OR EQUAL)
_ DRILL POINT AT 6'O.C. Orlando,F"VAI I..F-
Plan R$105040 Wlllfam&Nexry,Ill
VARIES,G'-0"to 13'-B�_ - _ _ _ Iaceslaso6e
�•� LA ND9406
Typical Frame 5ectioriSEE RODE FRAMING ' '?`- f Haney Associates,Inc.
SCALE: 1/4"-1'-0' ; ` Certificate o€Authorization
SCHEDULE FOR RAFTER AND
BRACING SIZES AND SPACING No.27124
r � �
R.
l 1 \\1111 i11//
W-20 a.METAL 5TUD5 I ¢� qti
5FACED AT 24.O.C.MAX. 'OQ;`vLO�JsL
No. 558
OVERHANCZ OPTION DETAIL .•0:, STATEN OF 1J+`1
1. ralt:a4•-ll.o• ..%T,�•;�LORt9A'{j=` II
III s'• -�� , III
These plans were designed in accordance with; Sheet blumber.
2014F8C,5"'Edition ; Single Wide Metal Master DesigoedBy: ProjcctNo. I
Haney Associates Inc. j I f O.R.H. 12EN224 1
j 2011 NEC Lark Builders , l
Engineering 8a:Constractfon Plaaning 1 2014 Florida Fire Prevention Code i S1 .5
F i 409 gixaTl Street checxed8: Date
'sp¢;• P.0.nez3eB,ShMar,SGr9631•khooe:a643fd•760o , For Wind Speed 160 mph, y { j
I Vidalia,GA 30474 1 GLA 041o9nz I 6 of 7
PSI APPROVAL 2015-05-24
Koval Stamps:
2-1/2'x i/2"CORRUGATED Roof'
PANELS FASTENED WITH 1/4"-14 x
3W HWH TRAM I AT G,O.C.
203a.METAL BRACING
ATTACH h END TO STUDS W/3'1z'METAL BRACE AT 3'-O' NG GRABBER A 3v2'METAL BRACE AT 3'-0'
(2)#10 SELF DRILLING
ABOVE FINISHED FLOOR, I I ABOVE FINISHED FLOOR.
ATTACH TO EACH STUD 5CREW5.(1)INTO EACH FLANGE ATTACH TO EACH STUD
W/(2)#10 SELF DPJUJNG [NOTE THAT TH15 BRACING 15
#10 SELF DFJU-ING i
GRABBER 5CRJ.V5,(1) REQUIRED ON 51DP WALLS AS WELL GRABBER,5CREW5,(1)
FLAN
INTO EACH GE (BOTH SIDES Of EACH CORNM) INTO EACH FLANGE
n
n Lf
-� i I
CE 51.2 FOR SKID AND FLOOR
VARIES,G'-O'to 13'-&
FRAMING VARIES,G'-D"to 13'-&"
End Wall Framing Option q
WALL OPENING FOR 510C WALLS ARE End Wall Framing Option
SCALE: I w-I'-0'
TO BE FRAMED 51MILAP TO THOSE SCALE; 1/4'-I'-0'
SHOWN HERE FOR ENDWALL5
pia lrtfnmrntion
2-1/2'x 112*CORRUGATED ROOF
PANELS FASTENED WITH 1/4`-!4 x i CODE REVIEW
3/4'KWHTRAWI AT G"O.C.
1174633rd Street 1
OdandoFMW832839
Pf.Revf—WIRI..E.N—Y,IR
Ice 9 516504
I.ASMI-ft.100406?#,SMP-61
,Max, FL
V-0
Tki I 3v2'-20ea.METAL BRACING. Max.
3'METAL BRACE AT 3'-O'--\
%*METAL BRACE AT 3'-0'
ABOVE FIN15HED FLOOR, (2)11110 SELF DFJLU ABOVE FINISHED FLOOR, Haney Assorimm Inc.
ATTACH TO EACH STUD SCREWS,(1)INTO EACH NG T— ATTACH TO EACH STUD Certificate of Authorization
[NOTE THAT TK15 BRACING 15 W1(2)P 10 SELF DRILLING
W/(2)#10 SELF DRJLUNG No.27124
ATTACH EACH END TO STUDS W,
11
NG GRABBER I
FLANGE
GRABBER 5CREW5,(1) I REQUIRED ON 51DE WALLS AS WELL
GRABBER 5CRBN5.(1)
(BOTH SIDES OF EACH CORNER))
INTO EACH FLANGE INTO EACH FLANGE
L6Y, R. iy,
tLA .......
NOTE THAT THIS BRACING
15 REQUIRED 0.14 SIDE
WALLS AS WELL(BOTH
SEE 51.2 FOR 5FJD AND FLOOR 0745458" .
VAPJE5,G'-O'to 13'-8" FRAMING VARIES,G'-0"to 13'.W 51DE5 OF EACH CORNER)
End Wall Framinc
I Option End Wall framing Option ;OSTATE OFF"!
SCALE-I/4•=('-0'
SCALP: IW=V-O' ip tORM
10AIAIl-
-These plans wer' WH.F--' ----Y''F----Sheet—Numbw.�
2014 FSC,50 Edition Single Wide Metal Master Plan I DmignedDy- Project No.
Haney Associates,, Inc. 2011 NEC Lark Builders O.R.H. 12EN224
Engineering&Construettan Planning 2014 Florida Fire Prevention Code
P-0.Box 34B,Sh Me,&c.29682-Pb—;8k44&7(40 For Wind Sp 409 Dixon Street Checked By: Date. S1 .6
Speed 160 mph,Exposure C
Vidalia,GA 30474 C.L.A. 04109/12 1 7 of?
TABLE 2A — HORS165D/170CACING TABLE 2N — 140C
(,ANCwR sPIGWO 5 iE CENT R-O- N". C f( JO'AUGE.Q ANCHOR SPACING 30"AUGER ANCHOR SPACING
E.ALL YFJSUq �fFs ARE CENTER-TO-CEN". N,1yiMW ANCHOR Md7aMUM ANCNOR
A.NE aowv S pS TO BE t-l•a a.am'c.cv OZ 5rE7a cwt SNFA SHED V�M
A27S?EQFKAOONS 003-Tai-M,1vpE t,t1W5M-S,ap LE-1. 11-DOWN I SPACINO SPdCiN6 COLE INFO PON
AVD CONNECpNO FaRCWARE TO NAVE 4,717 IIt.MWIMUY 1 . fn!2 W r kt[aA t61 •
ULr1AUTE GPAGtt(E,faO fa.r to nc-mAN sPw +��" UP 70 16'-0' tD'-o' UP TO 76'-0' 10'-0' u—Im1°'
{.ALL tAwTN AV`%.SWLL WYE A RWM 4.3W IS.CAPACOT. AR,mI iS5 Lt a AI M r.L S*�ix SxeS ,`,�•� WXIrK1Wa ,A.f lait.L+G
a.E.R'TN MCImgS LOCOEO AT FA4"1 CCR/Q/E mM ia'FRAM EVO I r!t uuca'ei'v a'i`aroa} 5-1"TO 20'-0" s'-a" 16'-1"TO 24'-0 8'-0• aoln
(4 MNIMUVI .8U147LY0),AVD SPACED AS pEN TJELC TA,B.0 OEPENOWO li!nC�CaA POOm ' TYPE t 11 E 2 .�
ON SNEG BASIN."D SPEED,ANO MPOSURL ANCMRS NOT NL.OEO 10•int AFKNOR
oN etGS. iOLT Mw IUY y^"..ucu MR Rm/couL Ii•AUGER MCHOA 0'-1"TO 2M1-0 6'-0' TABLE 1 — 120C it 4m am OPE .•.
a.CONCRETE ANCHORS M 8E SPACED AS PER IABLE IAB.0 CEPENOe 0 DM FOR IOR/CUY
st m Wr WR+D SPEED,AVD OPPOSURE,/A.r(.ia u mVifj}C Au PAafwm RNR
T.CONCgETE AtKHDAS ro WYE A IAN;UUW OF 4•COM(0t�fANCE FliOY X[Cit iCfOnit ieX�-OtFNNO. "� ti TABLE 2C — 1200 ANCHORING i TO A
ANCHOR ro EOCC ar c0.CREM, IRPt it ' :. TYPE J 30"AUGER ANCHOR SPACING SHED WIDTH EIAa4UM ANCHOR rrry sunRnsaA amd NOR
M:NlMUM SOfI eEARINO CApACRY D 3A00 Par t11'P-) Ph WAL IONZE MA7UMUY ANCHOR SPACING ayµ�ry .wrt
9.FRESM ANYRORS ANO CONCRETE ANCPOR3 MAY 8E USED iN cn N 4,mhtnm w,N EwANSCFf ear SHEO iMtOTtt 3pAaNc yq•_O• a-0• AMAiAri suww a slaw ,
PgCMOEO TgAT ME 3MIE MAAIA0J4 SPACMG I4
MOWED FOCR FIQI
ANCNOR riPL - TYPICAL ANCHOR TYPES UP TO 24'-0" W-0-
20'-0' f-O• w
aauavE Room
1 s'-0" Y-s• «,FOM r.acAc maram .A-av
14'-0" a'.,D• a.RrNcc NWmr +A.
Raft iv4 fan ,ati
rR-aNRr 1:RAr aocrca nw 12'-0' T_-r emr tas Imi trr a.Fa•ran av
W_oUk"r w omm YHRU
nmaird i�xiai luo aFM 9 riAFq S >L, •t`u.tsti+Px/ttx osxn r wFi OaC nOR,a�0tym.1 r.0-aaNN sr+w aewNO ((+u11 wEutrntux/s1 EOsNaTr mr,iORman,oun.
I0-0 iG-8• nRRR PNnwPUO ,Orr
wr
-or Raw a wul nom
t a•.a•tam v.T alRUFt Ra w WeN(q,aau•NYu g'_O• ti'-0• UC.An PM VAPho
Row wA
OC[PNGR:R rrRi ifN"RIf-CrN11rIrlYF rR0lm1FN YRnt Ir
x��'0iR'u-tea a�°a:.:i ram. wANe s'-0" NYom+r ram,aw w
trr[A) SAM Fr.E ra RSRStlTABLE 1 B - 140 ralaAr rmsxE :w ear.a,v
''iogcRCE
ANCHORING TO CONCRETE REMSIONS
a•CyRCIR.tE amCNM SwrORr rAi{/1T.A000. m"UM ANCHOR REY D PEON DATE ofmane¢t�0 de Pn)sP+em SHED W13M 3PACNO
24'-O' d-_0'
WTEI
a-oiRN snw eaul0 TPW
raaR soar Rrcx,Ar ranE s •••s+.h av e•FOE a Ma
VUUS
_T
w SOIL Pur_(NNUF,ur tCf ae Qm�Rt('1«e P%�ivP is� aw.T wlaRrr aNH.Aaos Au am acm er�sa''x OmW cO !4'-G" b•"D- �" e t t/t a
,/3•.r tfii P.at mNn[m NAAFI rm0 n P.T.F ALL OSRauf et wT aN WaPAL
WCRRC FFmRR rR„1•rASNOI PC-QUWN r,RM
NIA
(Nm W"-\
igel !/S••W EARm E
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�,�� Rmit Awn wsN x'RAnmil t roR Ricv/AaAM
�.mvoafe s'-0"
P ciNCAEm
TABLEC- D C
ANCHORING TO CONCRETE
SHED WIDTH MrOIUM ANCHOR
SPACWO
RC-OaFM STIAp 24'-0. S-0• .
f AM Fr li W e'FIC M f>A /wA m R Gk Y RRt of firs.
nE-icAH rwr Ffum m �>�E.R m ts}aA..r rn u F.'e t'tt'"� �; {11!!1J
x..sai RAR(NANWIT f w'rr Au Futicw K 1n ah uawR1 APA Hitt m gt M'w crn-14 20-0" i-C \\\
Wr N4F. ARO'Or RTI A.AL445.AUR 4&Waur Mo H^mkN Siw 50.20 m ♦ A
-�74-F,y CH G lr4m aTc s w Rap11ivr n.Rw•'oe 1 s'-0- V_T �� I'i
---._ -{,
ink
waN aFAOFa 14'-O" s'-s• d �'`Y T,IGENgF '
I
Rn;m snrtE aR 3atjtAt� .{ A,.w"ssrtt rat S�jCR 12'-0'
iW.S smt rw ww/COW. .. CMS SfRt 1CR R001/mPM t::
1 mVtrr C raanrCN = =
c+naw. •nJ
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AT r-a•Wt s'-D" tU-O- O i.p STATE OF
TIE—DOWN CETAILS s'_0• ts'o = �i O F
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ct
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