HomeMy WebLinkAboutSHED MASTER PLANPSI APPROVAL 2015-05-24
160 mph - Metal Lapsider Sox Eave Shed Master Plan
GENERAL NOTES:
I . THI5 STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009
IBC BUILDING CODE AND THE FLOW DA BUI LDI NGCODE. WI ND
LOADING DESIGNED IN ACCORDANCE WITH THE A5CE - 7-10.
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE
ABOVE CODE AND ALL OTHER. APPLICABLE LOCAL CODES AT THE
TIME OF MANUFACTURE.
3. WRITTEN DIMEN5101,15 SHALL TAKE PRECEDENCE OVER SCALED
DIMENSION.
4. OUT5IDE OVERALL DIMEN51ON5 CAN VARY BETWEEN LIMITS SHOWN
BUT MEMBER SPACING SHALL NOT EXCEED UMIT5 AS INDICATED.
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS:
FLOORJOI5T5- 2x45.Y.P.#2-(12-15%M015TURECONTENT)
2xG 5.Y.P.#2-(1 2-1.5%_M015TURE.CONTENT)
2x8 5.Y.P.#2-(12-15% M015TURE CONTENT)
G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED:
SKIDS, FLOOR JOI5T5 AND 3/4" TEG FLOOR SHEATHING
7. TPU55 DESIGNED TO SUPPORT D.L.+L.L=30 P.5.F.
8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND
SUBJECT TO LOCAL JURISDICTION APPROVAL.
9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM
YIELD STRENGTH.
10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED, SEE FBC
1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL
R0OF5 SHALL MEET MANUFACTURER'S RECOMMENDATIONS.
11. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL
STUDS AND SHALL BE LOCATED DIRECTLY OVERTHE WALL STUD.
12. ROOF SLOPES BMNIEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION
1507.2.8 OF THE F.B.C. 2010
13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE
LOCAL.CODE5 AND T11I5 15 NOT A FOUNDATION DESIGN.
14. BUILDING 15 CLASSIFIED AS TYPE "S' (STORAGE)
15. ALUMINUM WINDOWS - TYPE. SIZE, QUANTITY, AND LOCATION MAY
VARY.
I G. ALL FASTENERS INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED
FASTENERS.
17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN
ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT
FIELD PERFORMANCE CONDITIONS.
18. THESE 5TRUCTURE5 SHALL NOT BE USED FOR COMBUSTIBLE OR
HAZARDOUS MATERIAL
20. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED
ALUMINUM, MA5A ALUMINUM. 4' LAP ALUMINUM, 5/8' P.T. T I - I I
SIDING. VINYL SIDING WITH ENERGY BRACE BACKER, HARDI BOARD,
STEEL SIDING AND "PLEKO' STUCCO ON 5/8' DENSE GLA55 GOLD
AND POLYCARBONATE GREENHOUSE PANELS
21. AL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRE55 51DE
WITHOUT THE USE OF A KEY.
Raney Associates, Inc.
Engineering & Construction Planning
P.O. Do:348, Six Mile, S.C. 29682-PhoumM8 646.7600
Lark Builders
409 Dixon Street
Vidalia, GA 30474
Sheet Index
S1.0
, Cover - General & Design Notes
S1.1
Electrical & General Floor Plan
S1 2
Skids & Floor Framing Plan
S1.3
-
1 Skid and Floor Framing Details
S1.4
Roof Framing & Schedule
S1.5
S1"6--1-
Typical Frame Section Details
End Wall Frame Options
GENERAL NOTES CONTINUED:
22. DOOR SHALL BE 2 1/4' x I I / I G' ALUMINUM EXTRUDFO
FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINU' 4 TRIM.
DOOR ATTACHED TO VERTICAL 2x4.
23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS,
GARAGE DOORS, GO' x 72' ALUMINUM DOOR. 32' • ND
48' SINGLE DOORS, AND PRE HUNG STEEL DOORS. YPE,
SIZE. QUANTITY, AND LOCATION MAY VARY.
24. PREMANUFACTURED DOORS THAT MEET APPLICABU_ CODE5
MAY BE USED INSTEAD OF DOORS LISTED ABOVE
25. MAXIMUM WALL HEIGHT TO BE 8'-0'
2G. ALL BRAND MATERIALS SPECIFIED MAY BE 5U5STITU ED
FOR EQUIVALENT OR GREATER PRODUCT.
27. ALL BUILDINGS (EXCEPT THOSE IN USE AS AN ACCE5DORY
BUILDING FOR A ONE OR TWO FAMILY DWELLING UN 'ER
4005,1.fL.) MUST HAVE ATLEA5T (1) 32 k8C" (MIN.) ODOR.
28. ROOF FRAMING AND WALL FRAMING TO BE 3& MET,`'_
5TUD5 SPACED AT A MAXIMUM OF 24' O.C.
-I hese plans were Designed in accordance wit
2014 FBQ 511 Edition
2011 NEC
2014 Florida Fire Prevention Code
For Wind Speed 160 mph, Exposure C
DESIGN PARAMETERS: (HIP -GABLE ROOF)
(WIND DESIGN PER %SCE 7- 00. SEISMIC DE51GN PER Ai5C 341-051
WIND VELOCITY:
I GOmph
WIND IMPORTANCE FACTOR:
1.0
WIND EXPOSUR`:
C
INT. PRESSURE COEFFICIENT:
Q. I5
ENCLOSURE CLA551FICATION:
ENCLOSED
COMPONENTS .AND CLADDING:
-ROOF LOAD (ZONE #1):
+21.41-43.8 P51'
-ROOF LOAD (ZONE #2):
+21:4/-G 1.7 P5F
-ROOF LOAD (ZONE #3):
+21.41-97.4 PSF
-WALL LOAD (ZONE #4):
+455/-49.8 P51'
-WALL LOAD (ZONE #5):
+4G.3/-58.5 P51'
-WALL LOAD (2,0NE #405):
+45.9/-54.2 P5F
7. FLOOR DESIGN JVE LOAD:
125 P51'
8. FLOOR DESIGN DEAD LOAD:
12 PSF
9. ROOF DESIGN LIVE LOAD:
20 PSF
10. ROOF DESIGN DEAD LOAD:
SELF WEIGHT
11. WALL DE51GN LOAD:
8 P5F
12. COMBINATION LOADS:
AS PER A5CE 7-1 O
13. SEISMIC USE G-=P:
B
14. BUILDING CATEGORY:
1
1.5. BUILDING.00CL FANCY:
STORAGE.- NON H.A5ITABLE
I G. CON5TRUCTiOt•: TYPE:
V B
17. ALLOWABLE FLOORS:
I
18. EXTERIOR WALL FIRE RATING:
0
19. DESIGN OVERHANG:
8 INCH
20. DESIGN MEET5 NTERNATIONAL BUILDING CODE 2C09 6• FLORIDI
BUILDING CODE
21. THE CONTRACTORIMANUFACTURER MUST COMPLN %MTH THE
FOLLOWING CODES:
2014 FBC, 5th Edition
2011 NEC
2014 Florida Fire Prevention
Code
THESE BUILDINGS A E EXEMPT FROM THE THE F5C ENERGY
CODE IN ACCORDANCE WITH 101.5.2
SITE IN5TALLED ITEM5:
I . THE COMPLETE FOUNDATION SUPPORT AND TIE -DOWN SYSTEM.
2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BU LOW-G.
3. ELECTRICAL 5E ACE HOOKUP (INCLUDING FEEDERS) TO THE
BUILDING.
4. ROOF DRAJNAC'_ 54AL COMPLY WITH F.B.C. 1503 AND
R318 G
NOTE: THI5 UST DO::5 NOT NECESSARILY LIMIT THE ITEM5 OF WORK
AND MATERIALS THP T MAY BE REQUIRED FOR A COMPLETE
INSTALLATION. ALL 5.TE RELATED ITEMS ARE SUBJECT TO LOCAL
JURISDICTION APPPOVAL.
Single Wide Metal Master Plan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
Designed By: Project No.
O.R.H. 12EN224
Checked By: Date:
CJ-.A. 04/09/12
Approval Stamps: `
I ���� J ....Tun
iii {/' S •To Build0,',
CODE REVIEW
Professional Service lndustrfes
1748 33rd S".f
t Orlando, Florida 328_+e
IPlan Reviewer. tYlliam f Neary, III
[cc C 5185040
t LA BU011406
{ FL SMI-70, SMP51
l
i
l '
i
Haney Ass tes, Inc. J
Certificate oflcuthorization I
l No.2712.1
`,`ttttlRrr�rrr' I,
OQ� 9d �F.L
�1. y S
s go' STAT OF
�� is�ONAL �.`�� i.
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Sheet Num ber:
ELECTRICAL NOTES:
PSI APPROVAL 2015-05-24
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 1N 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
DISTRIBUTION. PANEL
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE
GROUNDED TO MINIMUM I O-a 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
INSULATED BUSHINGS.
G ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE (NEC), LIFE SAFETY CODE (NFPA 10 1). LATEST
EDITIONS.
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCE551BLE
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH
WITH A MARKED -OFF' POSITION THAT 15 PART -OF THE HVAC
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY
A READILY ACCESSIBLE CIRCUIT BREAKER.
8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING
RATING OF THE MAIN BREAKER MUST BE DF51GNED AND VERIFIED AS
BEING IN COMPLIANCE WITH 5EC. 110-9 OF THE NEC BY A LOCAL
ELECTRICAL CONSULTANT.
5 THE MAIN ELECTRICAL PANEL. FEEDERS, POWER HOOKUP TO BUILDING
(INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS,
GROUNDING, ETC.) 15 DESIGNED BY OTHERS, SITE INSTALLED,
SUBJECT TO LOCAL JURISDICTION APPROVAL
I O. ALL WIRES TO SWITCHES AND OUT LETS TO BE (t 12 AWG THHN AND
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA
70, NATIONAL ELECTRICAL CODE.
i i . ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH
ARTICLE 1210.8(A)(2) NEC-08.
Electrical Symbol Key
GFCI Duplex Receptacle 120V 10
o
Incandescent Light w/ (1)-60w Bulb
1131
Junction Box
$
switch
WP
Weatherproof
$R
Switch w/ Receptacle Outlet 120v 10
' Haney Associates, Inc.
Engineering &6 Construelion Planning
P.O.aa3i%Six M94&C. Z96n- Phoac864i46.7600
WINDOW HEIGHT. LOCATION
AND QUANTITY MAY VARY MAX
AND
AND ARE OPTIONAL. I I tl
in
P.T. 3/4' T4G
I' OOP SHEATHING
SEE VARIOUS END '
O
WALL FRAMING \`
3ECTION5 FOR WALL
1!
AND WINDOW FRAMING.
w
/
J $Pry
i" MIN., GO' MAX. WIDTH
F ' G'-8' HEIGHT DOOR,
;CATION MAY VARY.
`c
Mi Vt.'AL5TUDS
5Pa 'ED AT 24'
O.G. MAX.
t
i
r
SEE k. iRI0U5 END WALL
FRAY I G 5ECTIONS FOR
WALL AN ' DOOR FRAMING: ,I
i
i
OPTIONALELECTRICTO-' WP r\ %-32'MIN., GO' IAX. WIDTH
EACH UNIT FIELD \�/ BY G'-8' HEIGr DOOR
CONNECTED FROM LOCATION MA VARY.
EXISTING POWER
50UPCETO UNIT
50-9 MAXIMUM BUILDING LENGTH
NOTES:
• ALL ELECTRICAL EQUIPMENT 510WN 15 OPTIONAL AND LOCATIO' 3 MAY VARY.
These plans Were designed in accordance
2014 FBG 51h Edition
2011 NEC
2014 Flor(daFire Prevention Code
For Wind Speed 160 mph, Exposure C
Typical Floor Pian
5CALE: 1/4'= P-O°
Single Wide Metal Master F Ilan
Lark Builders
409 Dixon Street
Vidalia, GA 30474
Designed By: Project No.
O:RH. 12EN224
Checked By ' Date:
C.L.A. 04/09/12
�pco Infonwlion
f� ` oBuildOn
CODE REVIEW
Prolesslonal Service Industries
1748 33rd Street
Orlando, Rorida 32839
Flan Reviewer. William E. Neary, III
Icc o slesm
LA M190406
FL SMI.79, SMP-51
Haney Associates. Inc.
i ificate of Authorization
`t,tntut,,r ,
•� GqC R.
�* No 58
401710D
70NA%- `.�.
S1.1
•
PSI AP'ROVAL 2015-05-24
SKID LAYOUT AND FLOOR FRAMING SCHEDULE
125 psf Live Load (2 Skid)
125 psf Live Load (3 Skid)
Width! Joist size&Spacing
A
B
Widthl
Joist size&Spacing
A
I g
6'-0" j 2x4's @ 16" O.C., Max.
15"
42"
6'-0"
2x4's @ 16" O.C., Max.
12"
24"
2x6's @ 16" O.C., Max.
118"
60"
8'-0"
2x6's @ 16" O.C., Max.
16"
1 32"
10'-0" j 2x6's @ 16" O.C., Max.
24"
72"
10'-0"
2x6's @ 16" O.C., Max.
20"
40"
11'-0" ! 2x6's @ 16" O.C., Max
24"
84"
11'-0"
j 2x6's @ 16" O.C., Max.
22"
44"
2x6's @ 16" O.C., Max.
28"
84"
11'-8"
2x6's @ 16" O.C., Max.
24"
46"
1IT-0" j 2x8's @ 16" O.C., Max.
36"
84"
13'-0"'
2x! 8s @ 16" O.C., Max.
26"
52"
13'-8" ( 2x8's @ i6" O.C., Max.
40"
84"
13'-8"!
2x8's @ 16" O.C., Max.
28"
56"
NOTES:
• FASTENERS WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL STRUCTURAL COMPONENTS AS SET FORTH
UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLESS dTHERWI5E SPECIFIED.
" ALL 5KID5 ARE P.T.-4xG 5.Y.P. #2 OR (2)-P.T: 2xG 5.Y.F. #2
• 0-0' WIDE UNITS MAY USE 2x4 S.Y.P. #3 JOISTS
"ALL JOISTS ARE TO BE P.T.-5.Y.P. #2
P.T. SIDE RAIL 1 O MATCH
JOIST SIZE. SEE FRAMING
SCHEDULE FOR SIZE5.
LE FOR 015T SIZE
1
1
1oil
50'-0' MAXIMUM BUILDING LENGTH
Typical 2 51ad Floor Framinq Plan
SCALE: 1/4'=1'-O°
Haney Associates, Inc.
Engineering &c Construction Planning
�{ P.O. Rox349, St. 5t0S S.0 29582-Ph—M -U6.7600
These plans were designed in accordance
2014 FBG 511 Edition
2011 NEC
2014 Florida Fire Frevent ion Code
For Wind Speed 160 mph, Exposure C
EE SCHEDULE FOR J015T SIZE
•A• °B' 'A
EE SCHEDULE FOR J015T SIZE
K LAJ
r,
P.T. SIDE RAIL TO MATCH
J015T SIZE, SEE FRAMING
SCHEDULE FOR J015T 51ZE
—P.T.-4xG 5.Y.P. #2 or 4'-0' or. E-0'
(2)-P.T.-2xG 5.Y.P. #2 SKIDS OpUonal.Po rJt
50' 'MAXIMUM BUILDING LENGTH
�� InfoW0,
a .ToBuildOn
CODE REVIEW
Prolesslonal Service Industries
174833rdstreet
Orlando, Ronda 32839
Plan RevIe r. wliliam E. Neary, III
ICC C 5185040
LA K000408
FL SMI-79, SMP51
m
ID I Haney Associates, Inc.
Certificate of Authorization
No. 27124
`tttnttr,,
R.
-CE*'N.
No. 8 : #
Typ1c 3 5kid Floor Framinq Plan
SCALE: 1/4"=1'-0'
Single Wi le Metal Master Plan
PiRi-No.
L irk Builders
FCh
12ENn4
4 19 Dixon Street
Date
VI ialia, GA 30474
04/D9/12
- (;<1 v
Q
SS;
70NALt ..
Sheet Number:
S 1.2
•
PSI APPROVAL 2015-05-24
32' - 20g2. METAL WALL STUDS
SEE PLAN VIEW FOR SPACING
SEE FRAMING 5CHEDULE SKIDS MAY P.T.-4xG 5.Y.P.
H2 OR'(2)-P.T: 2xG 5.Y.P. N2
319 - 20ga. METAL SOLE PLATE,
FOR JOIST SIZE
i ; CONTINOU5 W/ 511 Gk4' LAGS
ATTACH EACH STUD TO SOLE
j i AT I G' O.C., Max.
PLATE WITH (2) ! I O SELF
t I .T. 3/4' T4G FLOOR
DRILLING GRABBERSCREW5
I SHEATHING
(1) INTO EACH FLANGE.
5ENCO K26 (OK EQUAL)
NOTCH SKIDS IVx I&
NAILS AT 12- O.C., RdW5
FOR EACH FLOOR J015T
SHALL BE 1. 5' FROM EDGE,
J it _ _________
r
STAGGER ROW5 G' FOR
(2)-P.T.-S.Y.P:-2xG'sSKIDS,
'
2. BLOCKING BETWEEN
START PATTERN WITHIN G"
SKIDS, FASTEN TO END
OF EACH END OF SKID
2<4 BLOCKING BETWEEN '
5K( FASTEN W1
_ J015T W/ (3)-0. 12Ox3" I
_ _D5,
,2){?.120x3' NAILS AT
NAILS AT 12' O.C. EACH j
SIDE, STAGGERED.
12' O.C., STAGGERED.
�y
1 15KIDEFLOOR FRAMING DETAIL
�y
L[ 9END J015T F4AMING.DEfAIL
I . sc sla= i .a
1.� SC ALE: 1.5•= ram
SKIDS MAY BE P.T.-4xG 5-Y.F.
#2 OR(2)-P.T: 2xG 5.Y.P 92
ATTACH J015T TO SKID WITH
5/ 1 Gx4' LAG SCREW OR (2)
SIMPSON H-3 (OR EQUAL) AT
EACH END Of J015T; 5EE
FRAMING SCHEDULE FOR SIZE.
NOTE: ATTACH END JOISTS 70 SKID WITH (2)-5/ 1 G' tW
LAG SCREWS [OR (4)-0. 13 1x4' GUN NAILS] AND A
51MP50N H-3 (OR EQUAL] AT EACH END OF JOIST.
�� TYPICALSKI D TO
/ 1,IOIST CO.W EZION DETAIL
lip SCALL: ya•=..o
12' LAP SPLICE FA5TENED
W/ (G)-5/1 Gx4' LAGS
P.T.-4xG 5.Y.P. (OUTER FACE). (3)-5/ 16 x4'
N2 5KID5 LAG5 (INNER FACE), (9) LAG
5CREW5 TOTAL.
3'W SPLICE PLATE ON 3 of
4 SIDES OF JOINT, FASTEN
(2)-P.T. 2xG EACH PLATE WI (5)-5ENCO
5.Y.P. k2 SKIDS K25 (OR EQUAL) NAILS
EACH SIDE.
TYPICAL SKID SPLICING DETAIL
�■ lnfinnullion �r To Build On
CODE REVIEW
Frofessiwal Service Industries
1748 33rd Street
Orlando, Florida 32829
Plan Reviewer. Mi llam E. Neary, (11
ICC 0 5185040
LA NUO0406
FL SMI-79, SIAP-51
Haney Associates, Inc.
j Certificate of Authorization
i No.27124
�pK R. y�
ATE OF I
DNAI ��.•�•
lnnrllt
{ These plans were designed in accordance wit h: �— Sheet Number:
i 2014 FBC, 51h Edition Single Wide Metal Master Plan Designed By: Project No. f Haney Associates Inc.R.H. 12EN224
1 >' ( zo1, NECr1Ec Lark Builders
` Engineering &c Constrnction Planning
rs� i 2014 Florida Fire Prevention Cade � 409 Dixon Street
tea . P.O.Bot3/8,9a; iMSC 2%n-Phaec8644467600 1 For Wind Speed 160 mph, Exposure C Checked
04I0te:
Vidalia, GA 30474 4 _r ,
•
PSI APPROVAL 2015-05-24
ROOF FRAMING SCHEDULE
Wall Framing at 24" o.c., Max.
Width
Rafter and Brace Size and Spacing:
6'-0"
ASIS SSMA S 350S162-43 @ 24" O.C. Max.
8'-0"
ASIS SSMA_S 350S162-43 @ 24" O.C. Max.
10'-0"
ASIS SSMA_S 350S162-43 @ 24" O.C. Max.
11'-0"
ASIS SSMA_S 350S162-43 @ 24" O.C. Max.
11'-8"
' ASIS SSMA_S 35OS1.62-43 @ 24" O.C. Max.
13'-0"
ASIS SSMA S 350S162-43 @ 24" O.C. Max.
13'-8"
ASIS SSMA_S 350S162-43 @ 24" O.C. Max.
SCHEDULE AND ROOF FRAMING NOTES:
• ROOF FRAMING SHALL BE SPACED TO UNE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD TRANSFER AND STRAPPING.
• ROOF DRAINAGE SHALL COMPLY WITH F..B.C. 2010 1 503 AND R318.G
• FASTENERS WILL MEET THE MINIMUM REOUIREMENT5 FOR ALL -STRUCTURAL COMPONENTS A5 SET FORTH UNDER F13C 2304.9.1
AND. TABLE 2304.9. 1 UNLE55 OTHERWISE SPECIFIED.
• RIDGE MAY RUN IN THE SHORT DIRECTION TURNAROUND' OR'VAULTED" STYLE WITH A MA>JMUM GABLE END OF 30-0' AND 51DE
WALL5 THAT VARY G'-O' TO 13'-8' OR THE LONG DIRECTION 'STANDARD' WITH GABLE EN05 THAT VARY 9-0' TO 131-V WITH A
MAXIMUM SIDE WALL LENGTH OF 50-0.
• ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMP,IG WITH 13UILDDC 10-1 Gx I TEK5 PANHEAD SCREWS WITH d3 DRILL POINT
AT G` O.G.
�, 50-0' MAXIMUM BUILDING LENGTH - 30'-9 MAX. FOR VAULTED_ ROOF
Raney Associates, Inc.
Engineering & Construction Planning
PA. Hot ate, sa N11I4S.C.11M. Phoac864646.7600
Typical Roof Framing Plan
SCALE: 1/4'=1'-0'
These plans were designed in accordance with:
2014 FBC, 51h Edition
2011 NEC
12014 Florida Fire Prevention Cade
For Wind Speed 160 rnph, Exposure C
209a. METAL RAFTERS
BRACING, SPACED AT
O.G., MAX. UNE UP
TER5 TO LAND ON WALL
IDS FOR LOAD TRANSFER
Single Wide Metal Master Plan
Lark Builders
409 Dizon Street
Vidalia, GA 30474
Designed By: Project No.
O.R.H. 12EN224
Checked By: Date:
C.L.A. 04/09/12
�i /nfornudion
.TnBuiidOn
CODE REVIEW
Professional Service Indt,� Was
1746 33rd Street
Orlando, Rodda 32839
Plan Reviexer: William E. ll a /, III
ICC 6 5185040
LA MJ00406
FL SMI.79, SMPZI
Haney Associates, iro.
Certificate of Authorization
No. 27124
.
R. �.
QQ •�%CFN
4 5858
* No. 645
STATEF�
%CAS -f4-ORI�
NALt
S 1.4
a
Mw
PSI APPROVAL 2015-05-24
5EE ROOF FRAMING
5CHEDULE FOR RAFTER AND
BRACING 51ZE5 AND SPACING
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
W:TH B.UILDEX 10-1Gx1 TEK5
P6.NHEAD 5CREW5 WITH S3
D JLL POINT AT G' O:C.
2 1/2'x IJ2'CORRUGATED �, i i
ROOF PANELS FASTENED ✓2 2AT METAL COLLAR TIE, 4'-0' 3/2"-20ga. METAL STUDS
WITH 1/4'-.I 4 x 3/4' HWH LONG,, ATTACH WI (2) # 10 5EIF 5PACED AT 24" O.C. MAX.
-
DRILLING GRABBER 5CREW5 EACH 51DE
TRAXX/ I AT G" O.C. {
- i
5EE ROOF FRAMING 3vz -20ga. METAL STUDS L! OVERHANG OPTION DErAII
5CHEDULE FOR RAFTER5 5PACED AT 24' O.C. MAX. I • sour: 3 a =r a i
3vz-20ga. METAL BRACE AT
ne
z O 5EE ROOF FRAMING 3'-0' ABOVE FINISHED FLOOR,
p 5CHEDULE FOR FASTENING ATTACH TO EACH 5TUD W/ (2)
n REQUIREMENT5 # 10 5ELF DRILLING GRABBER.
io r 5CREW5, (1) INTO EACH FLANGE ��. I, fi
S. or nalton
ZBuildOn
O 5EE 51.2 FOR 5KID COR
TC PAcH PLA EOofOF WALL INFRAMW
I/2° G
2 1 /2'x RUGATED
AND FLOOR FRAMING PANEL5 (FA5TENED W/ #8 x us'H BU1LDEx 1 O- 16a I TEKS CODE REVIEW
I,v2 WOOD 5CREW AT G' P:-NHEAD 5CREW5 WITH #3 17483Professional dStreervleelndvstrles I
1 f74833rd Street i
O.C. (OR EQUAL) , �� D -ILL POINT AT G' O.C. Orlando, Florida 32839
Plan Re i—.. William E. Meary, III
yAR1E5, 6'-O" to 13'-8' ILC S 518504a_' �_ LA 11004%
FL SMI-79, SMP-51
Typical Frame Section
�p 5EE ROOF FRAMING Haney Associates, Inc_
5CALE: I14'-1'-0' 5CHEDULE FOP PAFTERAND i I Certificate of Authorization
BRACING 51ZE5 AND 5PACING I No.27124 j
IRlr�r,r� _
-Vz-20ga. METALSTUD5 ! ! :�
5PACED AT 24' O:C. MAX. �Qe '�
No. 58
L2 \OVERHANG OPTION DE 41L % 0 STATE OF
' (�•���QRlO
i S �
,I
These plans were designed in accordance with: —� : j Sheet Number:
Single Wide Metal Master Plan DesigetedBy: Projectile.
Hane Associates Inc- 2014 FBC Slh Edition O.R.H.12EN224 '
Y 2011 NEc Lark Builders e
Engineering 8c Construction Planning 2014 Florida Fire Prevention Code J
P.O. BU348,ShNft. S.C. 29682-Ph-8644467600 409 Dixon Street. Checked By: Date:
x' I For Wind Speed 160 mph, Exposure C
Vidalia, GA 30474 1 CLA, 04i09/12 A -F,
a
U
PSI APPROVAL 2015-05-24
M2' METAL BRACE AT N-O'
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD
Wl (2) k 10 SELF DRILLING
GRABBER 5CREW5, (1)
!NTO EACH FLANGE
%7 METAL BRACE AT 3-0'
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD
W/ (2) A,10 SELF DRILLING
GRABBER 5CRE`.NS, (1)
!IJTO EACH FLANGE
End Wall framing Option
SCALE: 1/4"=1'-0'
VARIES, G'•O" to 13'-8'
End Wall framinq Option
SCALE: 1 /4'=1'-0"
C' x 1 /L- L UKKU(sA I CU KUvr
15 FASTENED WITH 1/4'-14 x
4" HWH TRAM I AT G" O.C.
> - 20ga. METAL BRACING, —
\CH EACH END TO STUDS W/
I 10 5ELF DRILLING GRABBER
EWS, (1) INTO EACH FLANGE
DTE THAT THIS BRACING 15
]RED ON 51DE WALLS A5 WELL
F11 SIDES OF EACH CORNER))
51.2 FOR 5KID AND FLOOR —
FRAMING
WALL OPENING FOR: SIDE WALL.5 ARE
TO BE FRAMED SIMILAR TO THOSE
SHOWN HERE FOR ENDWALLS
— 2-1/2' x 1/2" CORRUGATED ROOF —
PANELS FASTENED WITH 1/4'-14x
314" HM-I TRAM AT G" O.C.
3y - 20ga. METAL BRACING. —
I ATTACH EACH END TO STUDS W/
(2) # 10 SELF DRILLING GRABBER
SCREWS, (1) INTO EACH FLANGE
[NOTE THAT THIS BRACING 15
REQUIRED ON SIDE WALLS AS WELL
(BOTH SIDES OF EACH CoRNER))
51.2 FOR 5KID AND
FRAMING
VARIES, G'-O" to 13'-&
End Wall Frammq Option
SCALE: 1/4'= P-O'
VARIES, 0-0' to 13'-&
End Wall Frammq Option
Vz METAL BRACE AT 3'-0'
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD
W/ (2) N 10 5ELF DRILLING
GRABBERSCREW5, (1)
INTO EACH FLANGE
3V2' METAL BRACE AT 3'-O°
ABOVE FIN15HED FLOOR,
ATTACH TO EACH STUD
W/ (2) If 10 5ELF DRILLING
GRABBER SCREWS, (1)
INTO EACH FLANGE
NOTE THAT THIS BRACING
15 REQUIRED ON SIDE
WALLS AS WELL (BOTH
51DF-5 OF EACH CORNER)
S& Information
I� • -To,
e"m....w. • coau.. wmm
CODE REVIEW
Professional Service Indus0es
1748 33rd Sfreet
Orlando, Florida 32839
PW Revies,•er: Will.. E. Neary, III
ICC 5 5185040
LA #000408
FL SMI.79, SMPSt
Haney'Associates, Inc.
Certificate of Authorization
No. 27124
(ttnurrlrr 1 \GlC R.
*: No. 58 :*=1
ASTATE OF
c40RI D
'%S�QNAG
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Y-- hese plans were designed in accordance with: Sheet Number:
1 Single Wide Metal Master Plan Designed By: PmjectN0.
F2011
014 FBC, 5t'' EditionU.&I- 12F.PI224
Haney Associates, Inc. NEC Lark BuildersEngl 2eeri]ng &c Constructilon Planning 014 Florida Fire Prevention Code 409 Dixon Street ■P.O. Boz34S, �AOIh S.0 Mn- Phuer.864-U&7600 or Wind Speed 160 mph, Exposure C Checked By- Date
Vidalia, GA 30474 cam. 04/09/12 7 of 7