HomeMy WebLinkAboutEngineering ~
^ Q��AV�D Wak'16"n' alibesign and Inspection
.`�-_
S0lNorth Jackson Ave. Suite 2
Byars Building
Russellville, AL35653
July 24, 2O15 �
'
Mr.Jim Richmond
Florida Department nfBusiness and Professional Regulation
Manufactured Building Program
l940North Monroe Street
Suite 90A
Tallahassee, Florida 3Z389-O77Z
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Weather King Portable Buildings
Plan Nunobmr/Nanoe: Utility Building
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:
2O14FBC, 5th Edition
201lNEC /NFPA7O\
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
National Design and Inspection.
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 submitted,
John Far|ne||i, CBO, MCP,3W4P49
WEATHER KING PORTABLE BUILDINGS
760 WESTBROOK ROAD
HICKORY, KY 42051
I
GENERAL NOTES:
DESIGN CRITERIA; ITEMS BY OTHERS:
1.STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 10.ALL ROOF DECKING IS TO BE 7,s'O.S.B. 1.DESIGN LOADS ARE IN ACCORDANCE WITH THE FOLLOWING ITEMS MAY BE SUPPLIED AND
THE 2014 FLORIDA BUILDING CODE(FBC). THE FLORIDA BUILDING CODE,2014. INSTALLED BY OTHERS. THESE ITEMS MAY BE
11.ALL SIDING IS TO BE TREATED T1-11,LP SMARTSIDE RISK CATEGORY I SUBJECT TO LOCAL JURISDICTION APPROVAL.
2.ALL MATERIALS AND CONSTRUCTION SHALL BE IN PANEL,OR 29 GA.METAL SIDING. WEATHER KING PORTABLE BUILDINGS IS NOT
ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF 2.LIVE LOADS: RESPONSIBLE FOR THESE ITEMS.
MANUFACTURE. 12.ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED FLOOR:40 PSF ..
SYP M2,OR BETTER. ROOF:20 PSF 1.THE FOUNDATION AND TIE-DOWN SYSTEM
3.DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.
13.ALL WOOD FRAMING IS TO BE TO BE SPF 92 OR BETTER, 3,WIND LOADS ARE BASED ON THE FOLLOWING: 2.RAMPS,STAIRS.AND GENERAL ACCESS
4.STRUCTURES ARE CLASSIFIED AS"MINOR STORAGE UNLESS NOTED OTHERWISE. ULTIMATE DESIGN WIND SPEED:
FACILITIES"(RISK CATEGORY 1)AND SHOULD NOT BE (2014 FBC FIGURE 1609C) 3.ELECTRICAL SERVICE HOOKUP
USED FOR HUMAN HABITATION. 14.ALL FLOOR DECKING IS TO BE 5/e"TREATED PLYWOOD. Vult=160 MPH
UN-TREATED T&G PLYWOOD FLOORING MAY BE USED NOMINAL WIND SPEED,Vasd=124 MPH
5.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A WHERE THE BOTTOM OF THE FLOORING IS OVER 18"ABOVE RISE(CATEGORY 1
3 SECOND WIND GUST OF 160 MPH FOR RISK CATEGORY I THE GROUND. EXPOSURE CATEGORY C
STRUC.URES PER FIGURE 1609C OF THE 2014 FBC. INTERNAL PRESSURE COEFFICIENT:
15.ALL SKIDS ARE TO BE 4x6 PRESSURE TREATED, GCpl=tO.18
6.SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING RATED FOR GROUND CONTACT. COMPONENTS&CLADDING: -
GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING LOADS SHOWN HAVE NOT BEEN ADJUSTED FOR
GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL. 16.REFER TO THE SUPPLIED FASTENING SCHEDULE FOR LOAD COMBINATIONS IN FBC SECTION 1605.
FASTENING BASED ON CONNECTION AND LOCATION OF
7.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT MEMBERS AS PER THE 2014 FLORIDA BUILDING CODE EFFECTIVE WIND AREA,Ae=10 FT' .
IN FLOOD I IAZARD AREAS. STRUCTURES SHOULD NOT BE TABLE 2304.9.1,UNLESS NOTED OTHERWISE. ROOF-ZONE 1=32.2,-51.1 PSF
USED IN OTHER LOCATIONS. ROOF-ZONE 2= 32.2,-88.9 PSF
17. ALL EXTERIOR NAILS ARE TO BE ZINC COATED. ROOF-ZONE 3= 32.2,-131.5 PSF
8.IN ACCORDANCE WITH FBC 1609.1.2,STORAGE SHEDS NOT .. WALL-ZONE 4=55.8,-60.5 PSF
DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA 18.STRUCTURES SHOULD HAVE 30 YEAR RATED ASPHALT WALL-ZONE 5=55.8,-74,7 PSF
OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY SHINGLES CONFORMING TO ASTM D3161(CLASS F)
WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OR ASTM D7158(CLASS H)OR 29 GA METAL ROOF PANELS. 4.CONSTRUCTION TYPE:V-B
OF THE 2014 FBC.
19.ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO
9. IN ACCORDANCE WITH FBC 1008.1.1,BUILDINGS THAT ARE 400 TO RESIST WIND LOADS. ANCHORING OF THE BUILDING IS
SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN SUBJECT TO LOCAL JURISDICTION APPROVAL.
CONJUNCTION WITH ONE-AND TWO-FAMILY RESIDENCES
ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH
REQUIREMENTS OF THE 2014 FBC.
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FASTENING SCHEDULE FASTENING SCHEDULE (CONT.)
CONNECTION FASTENING"' LOCATION CONNECTION FASTENING" LOCATION
3.8d COMMON(Z)J7.0.131') 3-10d COMMON(3".0.148')
1.JOIST TO SILL OR GIRDER(SKID) 3-3'x 0.131'NAILS TOENAIL 15.COLLAR TIE TO RAFTER 4-3'x 0.131'NAILS FACE NAIL
3.3.14 GAGE STAPLES 4-3'14 GAGE STAPLES
2-3d COMMON(2X.'x 0.131) 3.16d COMMON(W.0.162)
2.BRIDGING TO JOIST 2-3'w0.131'
GAG STA TOENAIL EACH ENO 18.)015770 BAND JOIST 4-3'x GAG STA FACE NAIL
1-3'14 GAGE STAPLES 4.3'14 GAGE STAPLES
16d(W.0.135')AT 16'O.C. 6d-
3.SOLE PLATE TO JOIST OR BLOCKING 3'x0.131-NAILS AT 8'O.C. TYPICAL FACE NAIL Yr'AND LESS 2%'x0.113'NAILS'
P
3'td GAGE STAPLES AT t2"O.G.
17.WOOD STRUCTURAL PANELS 1317 16 GAGE'
SUBFLOOR,HEATHING ROOFAND AMINN) ed'OR 6d'
2.3-x COMMON(3'S'x 0.162' SHEATHING(TO FRAMING}
d.T�+PLATE TO STUD 3-3'w 0.131'NA1LS END NAIL Nlv'TO Y' 2r, 13 x0.f 'NAILS+
3.3'14 GAGE STAPLES 2'x 16 GAGE
4:6d COMMON(2y1'w 0.131) I
4-W.G.131'NAILS TOENAIL I E.PANEL SIDING ITO FRAMING) 1 OR LESS Dd
3-3'14 GAGE STAPLES , �'
6.STUD TO SOLE PLATE 2-IWCOMMON(3)5'x0.162')
3-3 x 0.131'NABS END NARa.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED.
3-3'14 GAGE STAPLES b.NAILS SPACED AT 61NCHES ON CENTER AT EDGES.12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 0 INCHES AT SUPPORTS WHERE
1 fid(3N'x 0.t3a'}.AT 24'O.C. SPANS ARF T8 NICHES OR MORE.NAILS FOR WALL SHEATHINO.
G ARE PERMITTED TO BE.COMMON.BOX.OR CASIN
6.DOUBLESTUDS 3'x 0.131'NAILSAT8'0.C. FACE NAB COMMON
OR DEFORMED SHANK(6d-2"x0.113':Sd-2Yz'x 0.131';10d•3'x0.740').
3'14 GAGE STAPLES AT 8'O.C. d.COMMON(fid-Y x 0.113;Sd-2)2'x 0.131';10d-3'x 0.148'l
s.DEFORMED SMA14K(Od-2'x0.113';Od-2Y.'x 0.1316;10d-3'x0.148").
t 64(311-x 0.1351 hT 18'O.C. I.CORROSION-RESLSTANTSIOLNG(Bd-1'/,i x0.10"o':8d-2'Yn'x0.12810R CASING(Ed-Y x OAST;Bd-2%'x 0.113')NAIL
[0.131'NAILS AT 12"O.C. TYPICAL FACE NAIL
3'14 GAGE STAPLES AT 12"O.C. D.
FOR ROOF SHELL ATHING AP
3' PLICATIONS.Sd NAILS(2}$'z 0.113)ARE THE MINIMUM REQUIRED FOR WOOD STRllCNRAI PANELS.
7.DOUBLE TOP PLATES N.STAPLES SHAHAVE A MIMMUM CROWN WIDTH OF 31,,INCH.
B•16d COMMON(3k'[0.162") I.FOR ROOF SHEATHING APPLICATICNS.FASTENERS SPACED 4 INCHES ON CENTER AT EDGES.8 INCHES AT INTERMEDIATE SUPPORTS.
12-3'x 0.131•NAILS LAP SPLICE �.FASTENERS SPACED 41NCHES ON CENTER AT EDGES,8INCHES,ON CENTER AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND
72.3.14 GAGE STAPLES 'WALL SHEATHING AND 31NCHES ON CEN 7ER AT EDGES,6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING.
8.TOP PLATES.LAPS AND 2.10'COMMON(3K-'z 0.162) k FASTENERS SPACED 41NCHES ON CENTER AT EDGES.81NCHES AT INTERMEDIATE SUPPORTS.
IN'ERSLCTIONS 3-3'xU.131'NAILS FACE NAIL
3-3'14 GAGE STAPLES
9.CONTINUOS HEADER(2)PIECES 16d COMMON(3}'-•c 0.182') 10 O.C.ALONG EDGE
3:8d COMMON(22"'x 0.131-)
10.CEILING JOISTS TO PLATE 53•x 0131-NAILS TOENAIL „„
5-3'14 GAGE STAPLES y,,�q k0 -'
11.CONT114UCS HEADER TO SND 4-Ed COMMON(])§'x 0.131-) TOENAIL "A9$,e E° VE01T
12.RAFTER TO PLATE 3-3',0.131'NAILSd COMM014 'x0.131') TOENAIL ) 'F Pj T -
3-3.14 GAGE STAPLES
16d COMMON(3Yz'x 0162") 24'O.C.
13.BUILT-UP CORNER STUDS 3-x 0.131'NAILS Ib`O.C.
3'14 GAGE STAPLES 16`O.C.
20d COPAR/ON[4"Z
0.192-0 AT 32'O.C. FACE NAIL AT TOP AND BOTTOM
3'[0.131'NAILS AT 24'D.C. STAGGERED ON OPPOSI9AT
3.14 GAGE STAPLES AT 24'O.C,
K.BLIILT-IJP BEAMS
2.20,CGMM0 13
AILS 0.102") FADE NNI.AT ENDS AN.
3•3'x 0.131'NAILS EACH SPLICE
3.3'14 CAGE STAPLES
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32'-0"MAX LENGTH(11'-2"WIDE)
20'-0"MAX LENGTH(10'-0"WIDE) .--
16''0°MAX LENGTH(8'-0"WIDE) .----.—_ "APPROVED"
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X Y I I I I I I I I I I I I I I I I I I I I I I I INSIDE 4x6 TRTD SKID
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(REQ'D FOR 11'-2°WIDE
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7CONT, REATED FLOOR JOISTS @ 16"O.C.MAX.(8'&11'-2"WIDE) (TYP)
. REATED FLOOR JOISTS @ 16"O.C.MAX(10'WIDE)
(SPLICED JOISTS ARE NOT PERMITTED)
TYPICAL FLOOR FRAMING PLAN
UTILIT, 1m® 2014
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PROJECT NO: SHEET NUMBER
DATE: 07-21-2015
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(RE O'D FOR 11'-2"WIDE
SPAN OF TRTD I I BUILDINGS ONLY)
PORCH DECKING
I
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OST CONT.2x4 TREATED FLOOR JOISTS @ 16"O.C.MAX.(8'&11'-2"WIDE)
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32'-0"MAX LENGTI I(11'-2"WIDE)
20'-0"MAX LENGTH(10'-0"WIDE)
TREATED RIM JOIST saE 'fSv� ir
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4x6 TRTD POST� ) 2 ABOVE(TYP) CONT.2x4 TREATED FLOOR JOISTS @ 16"O.C.MAX.(8'&11'-2"WIDE)
ABOVE(TYP) CONT.2x6 TREATED FLOOR JOISTS @ 16"O.G.MAX(10'WIDE)
S-3.2 53.2 (SPLICED JOISTS ARE NOT PERMITTED)
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SIDE UTILITY CABIN FLOOR FRAMING PLAN(OPTIONAL)
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i
OUTSIDE 4x6 TRTD SKID
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TREATED RIM JOIST
4x6 TRTD POST 1 2 (TMP) CONT.2x4 TREATED FLOOR JOISTS @ 16"O.C.MAX.
ABOVE(TYP) $-32 S•3."c (SPLICED JOISTS ARE NOT PERMITTED)
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CONT.2x4 TREATED FLOOR JOISTS 8_12'0.C-MAX.
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4
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21-1-1 LENGTH(10'-0"WIDE)
16'-0-MAX LENGTH(6'-0"WIDE)
DOCUMENT
T
F 1110m
0
_ RIDGE FASTEN ROOF SHEATHING TO
FRAMING AT 6 INCHES O.C.AT
- EDGES AND IN THE FIELD,UNO.
REFER TO FASTENING SCHEDULE
n FOR ADDITIONAL INFORMATION.
' ••��� VARIES
SHOP-BUILT ROOF TRUSSES
AT 24"O.C.REFER TO SHEET S-22 FASTEN ROOF SHEATHING TO RIDGE
FRAMING AT 4 INCHES O.C.AT
EDGES AND IN THE FIELD WITHIN
THE END STRIP AT EACH ENDWALL.
REFER TO FASTENING SCHEDULE vi
FOR ADDITIONAL INFORMATION.
ROOF FRAMING PLAN ROOF SHEATHING DIAGRAM
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- ----
i
REFER TO DETAIL 5 ON REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP SHEET S3.1 FOR STRAP
ATTACHMENT. `.�' ATTACHMENT.
2}'z'-20 GA METAL 2�"-20 GA METAL —
BRACING STRAP BRACING STRAP ATTACH STRAP TO EACH
REQUIRED FOR REQUIRED FOR STUD W/(2)8d NAILS MIN.
METAL WALL METAL WALL (TYP)
SIDING ONLY ALL 4'-0"MAX SIDING ONLY(TYP) 6'-0"MAX OPENING
OPENING
REFER TO DETAIL 4 ON REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP SHEET S3.1 FOR STRAP
ATTACHMENT. ATTACHME=NT.
8'WIDE FRONT ENDWALL 11'-2"WIDE FRONT ENDWALL
(10'WIDE SIMILAR)
OPTIONAL WINDOW DOCUMENT
REFER TO DETAIL 5 ON 36"WIDE MAX(TYP) REFER TO DETAIL 5 ON
SHEET S3.1 FOR STRAP
SHEET S3.1 FOR STRAP
ATTACHMENT.
ATTACHMENT.
2Y2'-20 GA METAL 2Yz'-20 GP.METAL
BRACING STRAP BRACING STRAP
REQUIRED FOR ATTACH STRAP TO EACH REQUIRED FOR ATTACH STRAP EACH
STUD W/(2)8d NAILS MIN.
METAL WALL STUD W/(2)8d NAILS MIN. METAL SIDING ONLY ALL �( (TYP)
SIDING ONLY(TYP) (TYP) /\
REFER TO DETAIL 4 ON REFER TO DETAIL 4 ON
SHEET S3.1 FOR STRAP SHEET S3.1 FOR STRAP
ATTACHMENT. ATTACHMENT.
Q
8'WIDE REAR ENDWALL 11'-2"WIDE REAR ENDWALL
(10'WIDE SIMILAR)
UTILITY L) ILPL'.";'ING--FLORIDA--WINP'u"'-160 MPH--FBuo"*' 2014
r= R.0 PROJECT NO:
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J g SHEET NUMBER
DATE: 07-21-2015
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GENERAL NOTES:
(2)2x4 TRUSS
4 3
4'-3" '- " PLATE
2x4 TRUSS 5'-10"
1.REFER TO SHEET S-0 FOR DESIGN LOADS. PLA-I"E (TYP)
12
2.MAXIMUM TRUSS SPACING=24"O.C. 12
—1
.T 17 3.5
3,TRUSS TOP CHORD SHALL BE BRACED W/STRUCTURAL WOOD N !
SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS. - 2x4
g•-0' �, ro
4.ALL TRUSS MEMBERS ARE TO BE SPF#2 OR BETTER. " 11'-2" I m
S.TRUSS PLATES ARE TO BE A MINIMUM OF 20 GAGE(MT20) 2z4 TRUSS
PRESSED IN PLACE EACH SIDE OF TRUSS. ALL TRUSS MEMBERS TO BE 2x4 SPF#2 PLATE (TYP)
6.REACTIONS DUE TO WIND ARE BASED ON MWFRS END ZONE ALL TRUSS MEMBERS TO BE 2x6 SPF#2
PRESSURES.INDIVIDUAL MEMBERS DESIGNED FOR ZONE 2 MAX REACTIONS (UNLESS NOTED 01 HERWISE)
COMPONENTS AND CLADDING WIND PRESSURE. HORIZ: 36 LBS.
UPLIFT: -226 LBS.
7.DEFLECTION MEETS U240 LIVE LOAD AND L/180 TOTAL LOAD. GRAVITY: 216 LBS. MAX REACTIONS
HORIZ 49 LBS.
8.LOAD DURATION ADJUSTMENT FACTORS: $'WIDE UTILITY TRUSS UPLIFT: -307 LBS.
LIVE:1.25 GRAVITY: 2.94 LBS.
WIND: 1.60
9.REPETITIVE MEMBER INCREASE:1.15 5'-3" S'-3" 11'-2"WIDE UTILITY TRUSS
2x4 TRUSS
PLATE (TYP) _
12
2 3.5
ALL TRUSS MEMBERS TO BE 2x4 SPF#2 DOCUMENT
MAX REACTIONS
HORIZ: 43 LBS
UPLIFT: -275 LBS.
GRAVITY: 262 LBS.
10'WIDE UTILITY TRUSS
d44 v carr TILI UI I ®® I -- I --120'14
PROJECT No: SHEET NUMBER
s1 >ss �ri.� Ijswlt',.�. 1p DATE:
07-21-2015
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METAL DRIP EDGE..
ATTACH T1-11 OR ATTACH TO ROOF %"OSB DECKING
LP SIDING TO WALL w/1"x%'STAPLES
FRAMING W!8d NAILS CONT.2x TREATED RIM BOARD
@ 6"O.C.IN FIELD W13"NAILS @ 6"INTO BRIDGING
&ALONG EDGES. &(3)3-NAILS TOENAILED INTO SKID 1x4 P.T.FACIA @ 12"O.C.
(SPACE NAILS AT FLOOR JOIST (4)3"TOE NAILS w/(2)2"NAILS
3'O.C.ALONG PANEL INTO SKID AT EACH TRUSS
EDGES AT ENDWALLS)
. (3)3"NAILS
THROUGH
BOTTOM PLATE %6"P.T.PLYWOOD
SOFFIT w!(2)2"
INTO EACH STUD TRUSS
NAILS AT EACH
3'NAILS @ 8" TRUSS
U 1 SIMPSON MTS16
CONT.2x4 TREATED BRIDGING O SKID TOE NAIL TRUSS L STRAP w!(7)1 O x 1Y2"
7:f zi
W!(5)3"NAILS IN EACH SKID 0) TO TOP PLATE W/ NAILS(MIN)IN EACH
(3)3"NAILS Z. HDI (4)10d NAILS MIN END OF THE STRAP
T ir PPROVE Dgp AT EACH TRUSS.
1—TYPICAL DETAIL 2-FLOOR JST TO SKID DETAIL DOCUMENT 3—EAVE DETAIL
1110 x 1Y2"WOOD SCREW2x4(TVP)
EACH SIDE OF EVERY MAJOR TOP PLATE 3"NAILS ENDWALL HEADER FOR
ROOT'TRUSS 0�--. OPENINGS UP TO 6'-0".
RIB.
/ ALIGNF_D WITH T fl"/ SIDEWALL HEADER FOR
/ STUD ON ONE OPENINGS UP TO 4'-D".
SIDE OF WINDOW
(2)2x4 w/ic"OSB
(1)2x4,FLAT NOTE:
FLITCH PLATE
SIDEWALL HEADER FOR
NOTE:
FASTENING PATTERN AT ENDLAP OPENINGS UP TO 6'-0".
ALL MEMBERS ALL MEMBERS
#10 x 1Y2"WOOD SCREW ARE 2x4OR ARE 2x4,UNO (2)2x6 w!7 6"OSB
ONE SIDE OF EVERY MAJOR
1=11'fCH PLATE
RIB. — SIDEWALL HEADER
38'MAX (3)3"NAILS 25"MAX FOR OPENINGS
(TYP) UP TO 6'-0'
NOTES:
�Ir 1.PROVIDE 20 CRIPPLE STUD UNDER EACH END OF
STUD-� HEADER.NAIL TO ADJACENT STUD PER FASTENING
FASTENING PATTERN AT INTERIOR OF PANEL SCHEDULE.TYPICAL AT ALL OPENINGS.
2.SEE FASTENING SCHEDULE NOTE 914 FOR FASTENING
DETAIL(c ENDWALL OF HEADER ASSEMBLIES,UNO.
4-METAL PANEL FASTENING DETAIL 5—TYP WINDOW FRAMING 6—DOOR HEADER SCHEDULE
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ROOF TRUSS TOP PLATE VARIES(SEE PLAN)
CONT.2x
(TYP) JOINT
TOP PLATE
--------------
LL
TREATE76-0"LO)NG
2x4 SPLICE SPLICE PLATE CENTERED
(10)8d NAILS PLATE ON SPLICE,EACH SIDE OF TREATED 4x6
EACH SIDE SKID v+/2 ROWS 10d NAILS "APPROVED"
SKID
STUD OF JOINT @ 4"O.C.STAGGERED PPROV
(TYP) 24" MAX 24" MAX DOCUMENT
1-WALL TOP PLATE SPLICE DETAIL 2-SKID SPLICE DETAIL
SIMPSON MTS16 TRUSS TOP 2Y'2'-20 GA STEEL STRAP.
STRAP w/(7)1 o x 1Y2" CHORD WRAP AROUND JOIST& TOP PLATE
NAILS(MIN)IN EACH E ATTACH TO JOIST 2Yz'-20 GA STEEL STRAP.
END THE STRAP Wi(4)10d X 1YZ"NAILS WRAP OVER WALL TOP
AT EACH TRUSS. 3"NAILS
WRAPAROUND EACH SIDE OF JOIST. PLATE.PROVIDE(3)8d @ 8"O C 2x4 STUD
PORCH HEADER. NAILS INTO TOP OF PLATE. (END WALL)
PROVIDE(5)10d NAILS MIN
INTO STUD/SIDE OF PLATE. (2)2x4 STUDS
(SIDE WALL)
PORCH POST
BEYOND.
REF DETAILS ON 2x4 TOP PLATE EXTENDED
SHEET S3.2 FOR FROM BUILDING 4,,4'- / (2)3"NAILS
ADD'L INFO.
2x4 TRTO BEAM ATTACHED TO STUD AT B"O.C.
EXTENDED TOP PLATE.
REF.FASTENING SCHEDULE
FOR ATTACHMENT.
NOTE:REFER TO 3153.0 FOR INFO NOT SHOWN. 4-STRAP ATTACHMENT 5-STRAP ATTACHMENT 6-TYPICAL CORNER DETAIL
3-PORCH SAVE DETAIL SCALE=1%"=V-0" SCALE=1%"=V-0"
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(2)V,,"x 6"LAG STRAP.REF 31S3.1 STRAP.REF 3/S3.0
SCREWSTHROUGH
TOP PLATES INTO (TYP) (TYP)
4x6 P.T.POST ROOF TRUSS
_ (TYP)
P.T.PLYWOOD x x
CEICING7AT PORCH
ONLY. (2)%r"x 6'LAG
06 P.T. SCREWS THROUGH
POST TOP PLATES INTO
46 P.T.POST
P.T.lx PORCH BOARDS
wl(2)3"NAILS INTO ei
CONT.2x P.T. EACH FLOOR JOIST
RIM JOIST Z—
... 2x4 TRTD BEAM ATTACHED To TOP PLATE EXTENDED
4x6 P.T. EXTENDED TOP PLATE. CUT CORNER 0 PORCH POST
POST REF.FASTENING SCHEDULE STUDS SHORT
(6)T'NAILS(MIN) FOR ATTACHMENT. TO SUPPORT
FROM END JOIST —FT'X6 P.T.SKID PORCH BEAM
INTO CORNER POST
P.T.lx PORCH BOARDS
wl(2)3-NAILS INTO STUD WALL Zf SOLE PLATE
1-CORNER PORCH POST DETAIL EACH FLOOR JOIST (TYP)
4x6 P.T.
POST ><I
P.T.Ix PORCH BOARDS
wt(2)3"NAILS INTO
CONT.2x P.T. EACH FLOOR JOIST bi
RIMJOIST
REF DETAILS 1&2IS3.246P.T.SKID
�Plljl
FOR POST BASE
ATTACHMENT
FLOOR JOIST
(8)3"NAILS(MIN) PORCH VARIES(SEE PLAN) (TYP)
FROM JOIST 4x6 P.T.SKID
INTO POST
NOTE:REFER TO I153.2 FOR INFO NOT SHOWN. "APPROVED" NOTE:REFER TO DETAILS 1/133.2 AND 21S3.2 FOR INFO NOT SHOWN.
2-INTERMEDIATE PORCH POST DETAIL DOC U MUNIT 3-OPTIONAL PORCH SECTION
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INFORMATION NOT NOTED ON THIS SHEET,
SHEET NUMBER
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PROVIDE CONTINUOUS
ALUMINUM Z-BAR FLASHING I I
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ATTACH TO FRAMING wl 1"x%a•
STAPLES AT 12"O.C.(TYP) L I-1—J
I { I
I I I
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FRONT ELEVATION OORAND WINDOW LOCATIONS
VARY PER CUSTOMER. SIDE ELEVATION
VENT.ATTACH PER
MANUFACTURER'S
SPECIFICATIONS(TYP.)
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rr-1-I _
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ALUMINUM Z-BAR FLASHING
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ATTACH TO FRAMING w/1"x3/4"
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OPTIONAL DOOR OR WINDOW. NOTE:
LOCATIONS VARY PER CUSTOMER. WINDOWS,DOORS,AND TRIM SHOWN ARE CONCEPTUAL.ACTUAL WINDOW,DOOR,AND TRIM
MAY VARY PER CUSTOMER REQUEST.
REAR ELEVATION
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