HomeMy WebLinkAboutProduct Approval ,,� Inforniation
�To Build On
/r
Engineering•Consulting• Testing s :
June 25, 2015 �C7
aiz �
Mr. Jim Richmond DEC 2 g 2017
Florida Department of Business and Professional Regulation
Manufactured Building Program F ° � F
1940 North Monroe Street S- C6UV)q' VL
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 61 G20-3.006 (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.
Respectfully s mitted,
William E. Neary, I
Department Manager
Modular Facilities Division
Copy to: Ms. Berri Howard, Lark Builders berri(ijarkbuilders.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)-634-1300
EMAIL: haneyassociates*bells outh.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%fnent:
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
5 1 Edition.
Lark Builders, Inc. have the following designs on 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
• 160 mph — Double Wide Wood Shed Master
160 mph — Metal Double Wide Shed Master
• 160 mph — Metal Lapsider Box Eave Shed Master
165D/175C — Metal Lapsider Box Eave Shed Master
haneyassociates@bellsouth.net
15 EN224 Pagel of 2
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.
No. 64!i58
ATE OF
ZONAL
By: Orrick R. Haney, P.E.
Principal Engineer
haneyassociates@bellsouth.net
15EN224 Page 2 of 2
PSI APPROVAL 2015-05-24
160 mph - Metal Lapsider Box Eave Shed Master Plan A "alS
GENERAL NOTES: L,a
Lark Builders DE51GN PARAMETERS: (HIP-GABLE ROOF)
[WIND DESIGN PER A5CE 7-10,SEISMIC DESIGN PER AI5C 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: I GOmph
LOADING DESIGNED IN ACCORDANCE WITH THE A5CE-7-1 O. 2. WIND IMPORTANCE FACTOR: 1.0
ANCE WITM THE 3. WIND
2 ALL MATERIALS AND LABOR SMALL BE IN ABOVE COD AND ALL TH R APPLICABLE LOCACCOA CODES AT THE V icl a I i a, GA 30474 4. NT. PRE55UPE COEFFICIENT: O.18±
TIME OF MANUFACTURE. 5. ENCLOSURE CLASSIFICATION: ENCLOSED
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING:
DIMENSION. -ROOF LOAD(ZONE#1): +21.4/-43.8 P5F U� oBuild
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN Sheet Index -ROOF LOAD(ZONE#2): +21.4/-G 1.7 P5F .wa•�+r..•
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. -ROOF LOAD(ZONE#3): +21.4/-97.4 P5F CODE REVIEW
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: S1.0 Cover-General&Design Notes -WALL LOAD(ZONE#4): +45.5/-49.8 P5F professional Sank
$11 Electrical 8 General Floor Plan -WALL LOAD(ZONE#5): +46.3/-58.5 PSF 1748 33rd Street
FLOOR JOISTS- 2x4 5.Y.1`42-02-15%MOISTURE CONTENT) -WALL LOAD(ZONE#44#5): +45.9/-54.2 P5F i Orlando,Fonda 32
2x6 5.Y.1`42412-15%MOISTURE CONTENT) S1.2 Skids&Floor Framing Plan Plan Reviewer Willia
2x8 5.Y.P.#2-(1 2-1 5%MOISTURE CONTENT) 7. FLOOR DE51GN LIVE LOAD: 125 PSF ICC#51856!0
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: S1.3 Skid and Floor FramingDetails I La SMI-79,
8. FLOOR DESIGN DEAD LOAD: 12 PSF FL SMI-79,SMP-51
SKIDS, FLOOR JOISTS AND 3/4"T*G FLOOR SHEATHINGs1.4 Roof Framing 8i Schedule 9. ROOF DE51GN LIVE LOAD: 20 P5F
7. TRUSS DESIGNED TO SUPPORT D.L.+LL.=30 P.5.F. --- - --- 10. ROOF DESIGN DEAD LOAD: SELF WEIGHT
8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND S1.51 Typical Frame Section Details 1 1. WALL DESIGN LOAD: 8 P5F
SUBJECT TO LOCAL JURISDICTION APPROVAL. S1.6 End Wall Frame Options 12. COMBINATION LOADS: AS PER A5CE 7-1 O
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 PSI MINIMUM 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
1507.2 FOR SHINGLE REQUIREMENT5. ROOF SLOPE FOR METAL GENERAL NOTES CONTINUED: 16. CONSTRUCTION TYPE: V B
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 2 114"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 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. 201 O GARAGE DOORS,GO"x 72"ALUMINUM DOOR,32" AND 2 1. THE CONTRACTORIMANUFACTURER 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,50,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
VARY. 25. MAXIMUM WALL HEIGHT TO BE 647 2014 Florida Fire Prevention Code Hmey
I G. ALL FASTENERS INTO P.T.WOOD SHALL BE HOT DIPPED GALVANIZED 26. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED I CerdiicaleOfA
FASTENERS. FOR EQUIVALENT OR GREATER PRODUCT. THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY No.27
17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN 27. ALL BUILDINGS(EXCEPT TH05E 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
FIELD PERFORMANCE CONDITIONS. 4005q.ft.)MUST HAVE ATLEA5T(1)32'x80"(MIN.)DOOR. SITE INSTALLED ITEMS: G i t t t t
18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR 28. ROOF FRAMING AND WALL FRAMING TO BE_V'METAL I. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. K R.
HAZARDOUS MATERIAL. STUDS SPACED AT A MAXIMUM OF 24"O.C. 2, RAMPS,5TAIR5 AND GENERAL ACCE55 TO THE BUILDING. Qe VAC
20. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE I
o.
ALUMINUM,MASA ALUMINUM,4'LAP ALUMINUM,5/8'P.T.T I-I IBUILDING. I-*=
SIDING,VINYL SIDING WITH ENERGY BRACE BACKER,MARDI BOARD, 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 1503 AND i.
STEEL SIDING AND"PLEKO"STUCCO ON 5/8"DENSE GLA55 GOLD R318.6 =
AND POLYCARBONATE GREENHOUSE PANELS NOTE:TH15 UST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK STA
21. ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE ! �Fs'•.,40RI
WI-HOUT THE USE OF A KEY. INSTALLATION.ALL 517E RELATED ITEMS ARE SUBJECT TO LOCAL
JURISDICTION APPROVAL. '�11j11 t I
These plans were designed in accordance with: Wide Sheet
2014 FBC,51h Edition N
Single de Metal Master Plan Designed By Project 24
Haney Associates, Inc. .R.H. 12BN2
2011 NECNEc Lark Builders
Engineering&c Construction Planning 12014 Florida Fire Prevention Code I
P.O.Box 349,Six rte,&C.2960-Pb� :>�T oo 409 Dixon Street Checked By: Dau;
For Wind Speed 160 mph,Exposure C Vidalia, GA 30474 C.L.A. 04/09/12
1 of
PSI APPROVAL 2015-05-24
ELECTRICAL NOTES: I Approval Si
I. WHEN AIR CONDITIONING 15 INSTALLED IN THI5 BUILDING,IT SHALL BE
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
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` ��BY G'-8'HEIGHT DOOR,
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL IS TO BE AND ARE OPTIONAL. 5'MAX• MAX L LOCATION MAY VARY.
GROUNDED TO MINIMUM I O'-O'COPPER CLAD EARTH DRIVEN ROD
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL.
5. ALL CONDUIT TERMINATIONS OF I'OR LARGER ARE TO HAVE PLASTIC
INSULATED BUSHINGS. To Build
G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL 31i'METAL STUDS
ELECTRICAL CODE(NEC),LIFE SAFETY CODE(NFPA 101),LATESTSPACED AT 24" CODE REVIEW
EDITIONS. O.C.MAX.
Professional Servic
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY AC-CE551BLE �_ P.T.3/4'T#G i 1748 33rd Street
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH FLOOR SHEATHING Ovando,Florida 328
WITH A MARKED"OFF`POSITION THAT IS PART OF THE HVAC SEE VARIOUS ENDD Plan Reviewer William
WALL FRAMING SEE VARIOUS END WALL ! ICCs 5185040
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS § FRAMING SECTIONS FOR LAsuooro6
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY SECTIONS FOR WALL WALL AND DOOR FRAMING. FL SMI-79,SMP 51
A READILY ACCESSIBLE CIRCUIT BREAKER. AND WINDOW FRAMING.
u�
8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING a \,
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS j —
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, J 3S
GROUNDING, ETC.)15 DESIGNED BY OTHERS,517E INSTALLED,
5U3JECT TO LOCAL JURISDICTION APPROVAL.
10. ALL WIRES TO SWITCHES AND OUTLETS TO BE#12 AWG THHN AND OPTIONAL ELECTRIC TO- ' 32" IN., O"IN.,GMAX.WIDTH
WILL MEET THE COLOR CODE REQUIREMENTS 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 SHALL BE GFCI IN ACCORDANCE WITH EXISTING POWER
ARTICLE 12 10.8(A)(2)NEG-08. SOURCE TO UNIT
50'-O'MAXIMUM BUILDING LENGTH
Electrical Symbol Key — H=yAssoC
Catificau of A
AhNOTES: �_ No.27
1f GFCI Duplex Receptacle 120V 10 .ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY.
O Incandescent Light w/(1)-60w Bulb ���``"IR
--—-- Typical Floor Plan
C Junction Box 5CALE: II4'=1'-O' Q`� \C
* No.
$ Switch i=
yyp Weatherproof STATE
OR
$R iSwitch w/Receptacle Outlet 120v 10 %cg`s 'O
'''.S� N.A
These plans were designed In accordance with: /\ / I Sheet N
� 2014 FBC,5"'Edition 9 Single Wide Metal Master Plan ;nt:6Lgnedl3y: Project No. ; I
Haney Associates, Inc. 2011 NEC Lark Builders O.R.H. 12EN224
Engineering Bc Construction Planning 2014 Florida Fire Prevention Code409 Dixon Street CIlieckedgy, Data
P.O.Boz 366,Six Mlle,SC.29662-Phoue:664b46-7600 For Wind 5 eed 160 mph,Exposure C
P P P Vidalia, GA 30474 c.l_A oa/o9�lz 2o
PSI APPROVAL 2015-05-24
Approval S
SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOR 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 IA B "A. "B° L •A"
__ - -- -,- ---
6-0" 2x4's @ 16"O.C., Max. 15" 42" 6'-0" j 2x4's @ 16"O.C., Max. 12" 24"
8'-0" 2x6's @ 16"O.C., Max. 18" ! 60" 8'-0" 2x6's @ 16"O.C., Max. 16" 32"
10'-0"j 2x6's @ 16"O.C., Max. 24-172' 10'-0' 2x6's @ 16"O.C., Max. 20" 40" SEE SCHEDULE FOR J015T 51ZE
11'-0" 2x6's @ 16"O.C., Max. 1 24" 84" 11'-0", 2x6's @ 16"O.C., Max. 122- 144-
111-8"1
22" 144"11'-8"1 2x6's @ 16"O_C., Max. 28" ; 84" 11'-8" 2x6's @ 16"O.C., Max. 24" 46" Ej
-- ,_
13'-0"r 2x8's @ 16"O.C., Max_I 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"
NOTES:
•FA5TENER5 WILL MEET THE MINIMUM RE°UIREMENT5 FOR ALL 5TKUCTURAL COMPONENTS AS SET FORTH
UNDER 1`6C 2304.9.1 AND TABLE 2304.9.1 UNLE55 OTHERWISE SPECIFIED.
•ALL SKIDS ARE P.T.-4xG S.Y.P.#2 OK(2)-P.T.-2x6 5.Y.P. #2
•G'-O'WIDE UNITS MAY USE 2.4 S.Y.P. #3 JOISTS MIT Burld
•ALL JOISTS ARE TO B /�S Tt E F.T.P.T.-S.Y.P. #2 .�,.o.�..
P.T. SIDE RAIL TO MATCH P.T. 51DE RAIL TO MATCH
J015T SIZE,SEE FRAMING JOIST SIZE,SEE FRAMING CODE REVIEW
SCHEDULE FOR SIZES. 5CHEDU(F FOR SIZES. IProfessional Servic
1748 33rd Street
Orlando,Florida 32
4
Q !Plan Reviewer.William
ICC t 5185040
LA#000406
FL SMI-79,SMP-51
m
SEE SCHEDULE FOR J015T SIZE
SEE SCHEDULE FOR JOIST SIZE
m
CD
= i
I#2 -
Haney
Certificate of
No.271
Q HE] 1, lim,
\\1111111
R.
3 P.T.-4xG 5.Y.P.#2 or 4'-0"or G'-O" 3 P.T.-4xG 5.Y.P. #2 or 4'-0"or G'-O" •.•\1\GEN
f. (2)-P.T.-2xG 5.Y.P. #2 SKIDS I. (2)-P.T.-2xG 5.Y.P.#2 SKIDS �:.
Optional Porch . . Optional Porch NO
50'-0"MAXIMUM BUILDING LENGTH 50'-0"MAXIMUM BUILDING LENGTH -
b. STATE
F ''.•CORi
Typical 2 5kid Floor Framing Flan Typical 3 5kld Floor Framing Plan
SCALE: 1/4"=I'-O" SCALE: 1/4'=P-0' �r,ZONAI
These plans were designed in accordance with:
- 2014 FBC,5 Edition Single Wide Metal Master Plan Designed By. Project No Sheet Nu
Haney Associates, Inc. 2011 NEC Lark Builders I O.R.H. 12EN224
Engineering&c Construction Planning 2014 Florida Fire Prevention Code
409 Dixon Street
Checked By: Date.
P.O.Box 148,Six Mlle,S.C.29682-P6o"e.864-6447600 I I
For Wind Speed 160 mph,Exposure C C.L.A. 04/09/12
- I Vidalia, GA 30474 3 of
PSI APPROVAL 2015-05-24
Approval S
312'-20ga.METAL WALL 5TUD5
5EE PZ; FOR SPACING
5KID5 MAY BE P.T.-4x6 5.Y.P.
5EE FRAMING 5CHEDULEA2 OR(2)-P.T.-2x6 5.Y.P.#l2 312'-20eja. METAL SOLE PLATE,
FOR J015T 51ZE--\ CONTINOU5 W/51165x4'LAGS
ATTACH EACH STUD TO SOLE i i AT I G'O.C.,Max.
P PLATE WITH(2)#'10 SELF .T. 3/4"T#-G FLOOR
�+ DRILLING GRABBER 5CREW5
y. I SHEATHING
(1)INTO EACH FLANGE.--X' ' I
5ENCO K28(OR EQUAL) OTCH 5-KID5 IY2"x IY2'
NAII5 AT 1 2'O.C., ROWS FOR EACH FLOOR J015T
5HALL BE 1.5"FROM EDGE, r
5TAGGER ROW5 G'FOR -–
(2)-P.T.-5.Y.P.-2x6'5 SKIDS, 2x BLOCKING BETWEEN
START PATTERN WITHIN G' 5KID5,FA5TEN TO END
OF EACH END OF SKID 2x4 BLOCKING BETWEEN J015T W/(3)-0.120'x3' I
5KID5, FA5TEN W/ NAILS AT 12'O.C. EACH I i
(2)-0.120'x3'NAIL5 AT SIDE,STAGGERED. '
12'O.C.,STAGGERED.
1 5M 4FLOOR FRAMING DETAIL 2 END JO15T FRAMING DETAIL ! PSI Informx
I. 4—I'(Y 1. SCALE: 1.5'-1' OBtllyd
CODE REVIEW
Professional Servic
11748 33rd Street
Orlando,Florida 32
Plan Reviewer William
5KID5 MAY BE P.T.-4x6 S.Y.P. ICC F5185040
#t2 OR(2)-P.T.-2x6 5.Y.P.#2 LA 5000406
FL SMI-79,SMP-51
2"LAP 5PLICE FASTENED
iw/(Q-5/1 G5x4'LAG5 '.
P.T.-4xG 5.Y.P. (OUTER FACE),(3)-5/16'x4'
M2 5KID5 LAG5(INNER FACE),(9)LAG _
ATTACH J015T TO 5KJD WITH 5CREW5 TOTAL.
5/1 GN4"LAG SCREW OR(2) Haney AssocL
51MP50N H-3(OR EQUAL)AT Certificate of A
EACH END OF J015T,5EE 35x6'5PLICE PLATE ON 3 Of No.271
r'
FRAMING SCHEDULE FOR 51ZE. 4 51DE5 OF JOINT,FASTEN �_- _-_
5.Y.P. 5KID5 K28(O EEQUAL) ,1 L
��\�`
..#1 R.
NOTE:ATTACH END JOISTS TO SKID WITH(2)-5/1 G'x4" GK
EACH SIDE.
LAG SCREWS[OR(4)-0.131 x4'GUN NAILS] ANDA QQ',•��C N
51MP50N H-3[OR EQUAL]AT EACH END OF 7015T. �' No.
TYPICAL SKID TO
3 JOI5T CONNECTION DETAIL 4 TYPICAL SKID 5PUCING DETAIL � t STATE
I.
SCALE:3/4'=I' I 4'—P-0'
%(CS'-:ZOR1
NA'
'7ffllllL
O.R.H. 12EN224
These plans were designed in accordance with i Sheet N
2014 FBC,51h Edition Single Wide Metal Master Plan Designed By: Project No.
fiT Haney Associates, Inc. 2011 NEC Lark Builders 17
Engineering&Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street
P.O.so.Joe,Six Mille,S.C.2%82-Ph-864-646.7601 Checked By: Date:
For Wind Speed 160 mph,Exposure C Vidalia, GA 30474 C.L.A. 04/09/12 4 of
i
----- --
PSI APPROVAL 2015-05-24
A oval S
ROOF FRAMING SCHEDULE SCHEDULE AND ROOF FRAMING NOTE5:
Wall Framing at 24" O.c.1 Max. •ROOF FRAMING SHALL BE SPACED TO UNE UP DIRECTLY OVER THE WALL 5TUD5 FOR PROPER LOAD TRANSFER AND 5TRAPPING.
•ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND 8318.6
Width Rafter and Brace Size and Spacing: •FASTENERS WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL STRUCTURAL COMPONENTS A5 5ET FORTH UNDER FBC 2304.9.1
AND TABLE 2304.9.1 UNLESS OTHERWISE 5PECIFIED.
•RIDGE MAY RUN IN THE SHORT DIRECTION"TURNAROUND"OR"VAULTED"5TYLE WITH A MAXIMUM GABLE END OF 30-0"AND 51DE
6'-0" ASIS SSMA_S 35OS162-43 @ 24"O.C. Max. WALL5 THAT VARY 6'-O"TO 13'-8"OR THE LONG DIRECTION'STANDARD"WITH GABLE END5 THAT VARY 6'-O"TO 13'-8"WITH A
8'-0" ASIS SSMA_S 350S162-43 @ 24"O.C. Max. MAXIMUM 51DE WALL LENGTH OF 50'-O".
•ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-1 Gx I TEF5 PANHEAD SCREWS WTTH#3 DRILL POINT
10'-0" ASIS SSMA S 350S162-43 @ 24"O.C. Max. AT 6"O.C.
ASIS SSMA S 350S162-43 @ 24"O.C. Max.
ASIS SSMA_S 350S162-43 @ 24"O.C. Max.
1IT-O"I ASIS SSMA—S 350S162-43 @ 24"O.C. Max.
IT-8-1 ASIS SSMA—S 350S162-43 @ 24"O.C. Max.
{
I
I
CODE REVIEW
Professional Servic
1718 33rd Street
Standard Ridge ;Orlando,Florida 32
O _ Plan Revie er William
Y2 -209a. METAL RAFTERS (Icc x 5165010
�n AND BRACING,SPACED AT LA 1009406
24"O.C.,MAX. UNE UP FL SMI-79,SMP-51
a 'a RAFTERS TO LAND ON WALL
j 5TUD5 FOR LOAD TRANSFER Haney Assoc
n Certificate of A
> No.27
i
``���III
R.
50'-0"MAXIMUM BUILDING LENGTH -30'-0'MAX. FOR VAULTED ROOF .�\C
* Noo4�64
Typic I Roof framin6j Plan so. STATE
SCALE: 114"=1'-O' �FS'•��ORI
O
1._.- These plans were designed in accordance with: I Single Wide Metal Master Plan Designed By: Project No. Sheet N
2014 FEC,5'h Edition O.R.H. 12EN224
� L. Haney Associates, Inc. '2011 NEC ; ; Lark Builders
Engineering 6c Construction Planning 12014 Florida Fire Prevention Code 409 Dixon Street Chocked By: Date:
P.O.eoz316,SK 11111e,S.C.29562-Pho"r.964fi467— � —For Wind Speed 160 mph,Exposure C j i j C'I"A' 04/09/12 5 Of
Vidalia, GA 30474
PSI APPROVAL 2015-05-24
Approval 5
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16x1 TEK5
PANHEAD SCREWS WITH#3
DRILL POINT AT G'O.C.
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING 51ZE5 AND SPACING
2 1/2'x 1/2"CORRUGATED 3Y"-20 a. METAL COLLAR TIE,4'-O'
ROOF PANELS FASTENED 9 PACED AT METAL STUDS
LONG,ATTACH W/ (2)#I O SELF SPACED AT 24'O.C. MAX.
WITH 1/4"-14 x 3/4'HWH DRILLING GRABBER 5CREW5 EACH SIDE
TRAXX/I AT G"O.C.
SEE ROOF FRAMING %-20ga. METAL STUDS �V . _ ON DETAIL
SCHEDULE FOR RAFTERS SPACED AT 24'O.C.MAX. 1 1
o �
Q p 3P2"-20zja.METAL BRACE AT
o °C 3'-0"ABOVE FINISHED FLOOR,
z O SEE ROOF FRAMING
GSCHEDULE FOR FASTENING ATTACH TO EACH STUD W/(2)
t j #10 SELF DRIWNG GRABBER
REQUIREMENTS
�p SCREWS,(1)INTO EACH FLANGE �� Infouil
O • ToBd
SEE S I.2 FOR SKID
ATTACH ROOF FRAMING TO ��.•�—r.•
2 1/2"x 1/2' CORRUGATED TOP PLATE OF WALL FRAMING
AND FLOOR FRAMING CODE REVIEW
PANELS(FASTENED W/#8 x WITH BUIIDEX 10-I Gx I TEKS
Professional Servic
IYz'WOOD SCREW AT G' PANHEAD SCREWS WITH#3 1748 33rd Street
O.C.(OR EQUAL) _ DRILL POINT AT G'O.C. 'Orlando,Florida 32
Plan Reviewer Willia
esoao
VARIES,G'-O"to 13'-8" Ln-__ LA#UO
I. uooaoe
FL SMI-79,SMP"
Typical Frame SectionSEE ROOF FRAMING Ha1ey Assoc
SCALE: 1/4'=1'-0' SCHEDULE FOR RAFTER AND ' Certificate of A
BRACING SIZES AND SPACING No.27
is
R.
-%'-20ga. METAL STUDS
SPACED AT 24'0.C. MAX.
* No.
e �.
OVERHANG OPTION DETAIL 5 STE:9/4 1'-O' A
'��`S'• LORI
S10NA
rrttt Illi
– —
These
piaSC,5 Edition
Herne Associates Inc. 1 these Inns were designed in accordance with. Single Wide Metal Master Plan Designed By: Project 24 Sheet N
-- P 9
y � 2011 NEC
Lark Builders O.R.H. 12EN224
Engineering&Construction Planning i 2014 Florida Fire Prevention Code 409 Dixon Street (a, eegy; Date:
P.O.Boz 34x,S�htaq S.C.296x2-Phose:86a6967f00 I I
i For Wind Speed 160 mph,Exposure C Vidalia, GA 30474 C.L.A. 04/09/12 1 6 of
i—
PSI APPROVAL 2015-05-24
j Approval
2-1/2'x 1/2'CORRUGATED ROOF
PANELS FASTENED WITH 1/4'-14 x
3/4'HWH TRA)W I AT G'O.C.
i
20ga. METAL BRACING,
3/z"METAL BRACE AT 3'-O° ATTACH EACH END TO STUDS W/
ABOVE FINISHED FLOOR (2)#t 0 SELF DRILLING GRABBER '. �2'METAL BRACE AT 3'-0' 1
SCREWS,(I)INTO EACH FLANGE I ABOVE FINISHED FLOOR j
ATTACH TO EACH STUD I NOTE THAT THIS BRACING IS ATTACH TO EACH STUD
W/(2)#10 SELF DR.IEWWNG REQUIRED ON 51DE WALLS AS WELL GRABBER SCREWS,DRILLING1
GRABBER SCREWS,(I)
INTO EACH FLANGE (BOTH 51DE5 OF EACH CORNER)] INTO EACH FLANGE
SEE 51.2 FOR SKID AND FLOOR
VARIES, G-O"to 13'-V FRAMING VARIES,G'-O"to 13'-5"
End Wall framing Option End Wall Framinq Option j
SCALE: 1/4"=1'-0` WALL OPENING FOR SIDE WALLS ARE SCALE: 1/4'=1'-0'
TO BE FRAMED 51MILAP TO TH05E
SHOWN HERE FOR ENDWALL5
/P�S1 Info
Lf'�To Bui
2-1/2'x 1/2'CORRUGATED ROOF
PANELS FASTENED WITH 1/4'-14 x CODE REVIEW
3/4'HWH TRAM I AT G°O.C. _ Professional Servi
1718 33rd Street
1 Orlando,Florida U
Plan Reviewer Willie
ICC 8 5185040
I LA#000406
4'-0" FL SMI-79,SMP-51
8'-0'Max. 31rz-20ga.METAL BRACING, Max.
3RZ'METAL BRACE AT 3'O" ATTACH EACH END TO STUDS W/ABOVE FINISHED FLOOR (2)#10 SELF DRILLING GRABBER a 3V2'METAL BRACE AT 3'-0°
SCREWS,(I)INTO EACH FLANGE ABOVE FINISHED FLOOR, Haney Assoc
ATTACH TO EACH STUD ATTACH TO EACH STUD Certificate of A
W1(2)#10 SELF DRIWNG (NOTE THAT TH15 BRACING 15 ! W/(2)#10 SELF DRILLING No.27
GRABBER SCREWS,(1) r REQUIRED ON 51DE WALLS AS WELL ^ GRABBER SCREWS,(1)
INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)] INTO EACH FLANGE ! ``111 i l i
\\\G
�C R.
NOTE THAT TI115 BRACING `\Q-�
1
15 REQUIRED ON SIDE Q-.'�\CEN
WA15 AS WELL(BOTH
SEE 51.2 FOR SKID AND FLOOR SIDES OF EACH CORNER) !Z*'
VARIES, G-O"to 13'-8" FRAMING VARIES,G'-O"to 13'-8' -
-�
End Wall Framinq Option End Wall Framing Option ;0.. STATE
SCALE: 1/4"=P-O" SCALE: 1/4'=1'-0" 'SFS' LORI'
/ONAI
�—These plans were designed in nccordiirice w�ith: -� I ___ -- ------ — !` `i Sheet Nil
2014 FBC,5"'Edition
Single Wide Metal Master Plan �iDesOigtxdBy: Zia
T Haney Associates, Inc. toll NEC Lark Builders
Engineering&Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street ( I S i g
P.o.B x349,SaiNLe,S.C.z%n rmaa:8s4646.7600 For Wind Speed 160 mph,ExposureC I Chocked Date:
Vidalia, GA 30474 C.L.A. 04/09/12 7 of