43 -106 78 Whittier Plans 2Building Materials List for Plan #2386-1
Local building code approved substitutions maybe made to this list -
Variations in construction methods and materials can require modification
of this list. Every attempt is made for greatest accuracy, but typographical
or human error is possible. Quantities verification by the materials supplier
is recommended before materials package is finalized and/or shipped.
31/2 X9 1/4 LP LVL Header2GSOFb 1.9E
2 x 10 HF/DF No.2 rim joist material
3/4" T&G APA plywood exterior glue floor 4 x 8 sheets 38 arts.
20 length 4 pcs.
4' length 15 pcs,
2 trusses
1 truss
2 trusses
18 trusses
2 trusses
81 length 40 pcs.
81 length 32 pcs.
4 x 8 sheet 9 sheets
Rough Framing
2 x 4 x 103-112" HF/DF exterior "stud" wall framing 135 pcs.
2 x 4 x 91-1/2" HF/DF exterior "stud" wall framing 120 pcs.
2 x 4 x 120" HF/DF interior "stud" wall framing 35 pcs.
2 x 4 HF/DF No.2 wall top plate 608 If
2 x 4 HF/DF No, 2 pressure-treated bottom plate 174 If
2 x 4 HF/DF No, 2 wall bottom plate 152 If
2 x 4 HF/DF No, 2 wall blocking material
3-1/2 xl 1-1/4 LP LVL Header 2650Fb 1.9E
2 x 6 DF No. 1 Header
51/4 xl 1-7/8 LP LVL Girder2650Fb 1.9E (will trim to fit)
51/4 xl 1-7/8 LP LVL Girder2650Fb 1.9E (will trim to fit) 141 length 1 Pc.
51/4 xl 1-7/8 LP LVL Girder2650Fb 1.9E (will trim to fit) 171 length 1 pc.
6 x 6 HF/DF No 2 Post (will trim to fit) 9' length 3 pcs.
2 x 10 HF/DF No.2 second floor joists (includes blocking material) 141 length 84 pcs.
80 If
9-9" length 3 pcs,
81 length 8 pcs.
12 length 1 pc.
17-6" length 2 pcs.
76 If
2 x 12 HF/DF No.2 stair stringer
1 x 11,5 o,s,b, BIN stair tread material will trim to fit)
Trusses : 12 in 12 slope, 28' span reduced height end trusses
Trusses :12 in 12 slope, 28' span attic-type, 2-ply
Trusses :12 in 12 slope, 28' span attic-type, 1-ply
UpperTrusses :4,643 in 12 slope, 28' span, regular typel - ply
Upper Trusses :4,643 in 12 slope, 28' span, reduced ht, end trusses
2 x 4 HF/DF No. 2 lookouts material
2 x 3 HF/DF No.2 self itframing material
7/1611(3/811 mm.) soffit panel material
Sheathing Materials
7/16" o.s.b. wall sheathing (for vertical sheet application
15/32" 5-ply C-D APA Plywood, ext. glue P.I. 24/0 Roof
8 sheet 89 sheets
4x8sheet 64 sheets
Vapor Barrier
Roof 1 5ff bituminous felt paper in 36" wide roll
Wall 7ff bituminous felt paper in 40" wide roll
Floor 006" black polyethylene membrane
Siding Materials
811 x 7/1611 textured o.s.b.siding boards with P lap
Trim: 5/4 x 4 81 length 21 pcs.
Trim :5/4x4 10' length 9pcs.
Trim: 5/4 x 3 81 length 4 pcs.
Trim: 5/4x3 10' length 4pcs.
Trim: 2 x 12 (for soffit ends of rakeboards) 8' length 2 pcs.
Fascia: 1 x 6
140 If
Rakeboard: 2 x 6
Rakeboard: 2 x 6
22 length 4 pcs.
18' length 4 pcs.
Roofing Materials
Composition Roofing Shingle
Ridgevent material
1840 sf roof area
46 If
Window and Door Assemblies
3050 nominal single hung window(s) 8 ea.
3030 nominal single hung window(s) 2 ea.
9l0ll x 7l0ll sectional garage door 3 ea.
3068 s.c. interior door w/ auto closer 1 ea.
3068 exterior door 1 ea.
Metal Parts & Misc.
Anchor bolts: 1/2' dia. x 10' ASTM A-307 wI hex nuts
Anchor bolts: 1/2' dia. x 8' ASTM A-307 wI hex nuts
Flat washer: 2' x 2' square x 3/16' thick stl. P1. for 1/2' dia.
Simpson H10 connectors
Simpson A35 connectors
Simpson STHD14 hold-down straps
Simpson 5T2215 strap
Simpson U210 joist hangers
Simpson U210-2 double joist hangers
Simpson CC5 1/4 Post Top/Beam connectors
Simpson EPB66 Post Bottom connectors
16d sinker nails
8d common nails @ 145 nails / lb.
Drip flashing for window/door heads
Handrail, 1 1/2" dia., wood or metal
Handrail Support Brackets
Building Code Compliance
This planset was prepared to comply
with the prescriptive requirements
of the
International Residential Code (iRC)
Parameters For Design
Wind Speed: 115 mph
Wind Exposure: C
Seismic Category: A, B and C
Snow Load: 30# / s. ft.
Building Categories and Data
Occupancy Classification: "U" ('R-3' only as
applicable)
Construction Type: "V"
Grade-To-Ridge Height: 24-4"
Gross Building Area: 2386 SF
First Floor Area: 1288 SF
Second Floor Area: 1098 SF
32 pcs.
4 pcs.
36 pcs.
42 pcs.
4 pcs.
6 pcs.
1 pc.
4 pcs.
3 pcs.
3 pcs.
3 pcs.
50 lbs.
50 lbs.
60 If
2l72sfsiding area
18' length 1 pc.
4 pcs.
- To advise corrections, call 1-800-210-6776 Thank you.—.
NOTE:
(electrical components and finishing materials are not included in this list)
(apartment in loft materials, finished and equipment are not included in this list)
740 If
1000 If
1215 s
GARAGE PLAN #23864
46'x 28'
III Ifl III 10 IN Ill flhI1tILmuI•UIIhui]re 4 BUILDING PLANS QUESTIONS? CALL 1-800-210-6776 WWW.BEHMDESIGN.COM PLAN NO. 2386-1 DESIGN BY: JJ 5 upda
< 04118 C SHEET CONTENTS: Pictorial View Of Design Project Data Building Materials List SHEET
1
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I P
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.- 42" GUARDRAIL LtEGIT
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3 I/2X9 I/4LVLHEADER
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CLNTLW IN AMW WALL
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!
TYP
QUERLL ENTLRjOR 5RACLL WALLS:
2)< 4 RAMLL WA LS
NAILED TO -LOOP rRAMENG
AND BOOT STKUCTUKE ABOVE
fOK BRACED WALL LINE BELOW
LOFT
0
10" 10" 25-0" /
NOTE:
SEE EXTEKIOK ELEVATIONS
SEZS AND UNCTEON
ELECTRIC PANEL OR 5U5-PANEL
LOCATION. INSTALL FEK LOCAL
CODES
ANL)RAEL
LINE Of BOOT0VtIANG ABOVE
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-
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DKACeD WALLS AS FEK
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METHOD CS-WSP
fXTEPIOP EPACED WALLS (MEN. 54")
NAIL SIDING PANELS OR SHEATHING
W/ 8c @ " 0.0.. EDGES AND @ 12" O.C..
ñLD AND DLOCK AT HORJZ. PANEL JOINTS
FKOVIDE ALTEKNATE DACD WALL
PANELS AS INDICATED.
INTEPIOP EPACED WALLS I-PAMED WI
2 X 4 STUDS @ F " O.C. W/ DOUBLE
TOP PLATE AND PSSUR-TR.ATD
BOTTOM PLATE . SHEATH WITH 7/1 "
O.S.B. AND NAIL W/ 8c @ " cc..
LLGL5 AND @ 12" O.C..rELLL -
ATTACH TO FLOOK AND CEILING
AS PLK LLTAEL5
U
10"
I 2'-O" W. x 7'- I 1/4" LI, OPENING
GLNTLKLL IN VKAMLL WALL
3 I/2 X9 I/4LVLHEADER
NOTE:
-LOOP PLAN DIMENSIONS APE TO -ACE
or rRAMENG OR CENTERLINE or 5LARJNG.
IYP. AS SHOWN
4 BEHM DESIGN BUILDING PLANS QUESTIONS? CALL 1-800-210-6776 WWW.BEHMDESIGN.COM PLAN NO. 2386-1 DESIGN BY: JJ S C SHEET CONTENTS: FIRST FLOOR PLAN SECOND FLOOR PLAN SHEET
2
OF 10
F N n1II•uIIIu]re Co
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R
Co [O KOO 5 LINE Of BOOTOVtIANG ABOVE
C.
OlfIRSTfLO
L NE Of BOOTDLO
28'-O"
SECOND FLOOR PLAN
SCALE: 1/4" =
NOTE:
DOOK AND WINDOW LEADS
SHALL BE 2- 2>( C UNLESS
OTLILKWE5L NOTED
FIRST FLOOR PLAN
SCALE: 1/4" = 1-0"
LEGEND
SWITCH LOCATION
CEILING MOUNTED LIGHT FIXTURE
I I 0 VOLT DUPLEX OUTLET
LXTLRJOR WALL-MTL. LEGIT rExTURL
L
CONSTRUCT AS
"ALTNAff
5ACD WALL
PANEL' - SEE
DETAIL
SECOND FLOOR PLAN
SCALE: 1/4 = it_ott NOTE:
VAC SPCEñCATEONS
LE5TKE5UTEON AND LOAD
CALCULATEON5 5iALL DL
PKOVELLL A5 KLQUEKLL A5
5UPPLLMLNT TO ThE5 PLAN5LT
5Y HVAC P0VEL. COMPLY
WETh LOCAL COL AS
APPLECA5LL. ENSULATL AS
PEOURED 5Y LOCAL COLS.
NOTE:
INTERIOR WALL5 FRAMED
WITH 2 X 4 @ IC'OC.
UNLESS OThLRWESL NOTED
L)EMLNSEONS SHOWN APE TO
-ACE or rRAMENG AND MAY
L3tt ADJUSTED AS RLQUERW
NOTE:
WATEK HEATEK SHALL D
LOCATED AS KEQUEKED. POVED
R.QUER.D SPCEñCATEONS AND
COMPLY WETh LOCAL CODES.
ALARM. LOCATL
AS SHOWN OR
AL)L)ETEONALLY RLQUERLL.
COMPLY WEJThI LOCAL
CODE DOB SPEC. AND LOCATEONS
6-10" 5-0' 16-2'
C
en
U
co
9 cc'
It
6-10" 701/4' ,
28-0"
7'- 3 3/4"
9
C')
9
3C 30
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D N OGOLN ro K LA DNG 5
LANL)ENG 4711 GURRJWPEL
3 1/2 I '2
I 2'-0" W. >( 7'-I
ilL
1/4" ft OPENING
2I7
](-w' , 5-11 1/2"
CLNTLKLL IN FRAMED
4-6 1/4"
WALL
6-8"
//
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100 C
vi:. BTH
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•
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x 6-4"
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5-10" x 6-10"
[ HALL s (Th 4'I'10'-0x4'-2 I I- til " "
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1'- 11 x 6-10'
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10'-0" BEDROOM x 13'-6"
12'-0" W. >( 7'-I
70
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BEDROOM
14-6"
N
x 13-6"
p
CLNTLKLL IN
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tAMLL WALL
p
I I I
p p
3050 3050
S..
cJ
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KITCHEN BACK WALL ELEVATION
KITCHEN INSIDE WALL ELEVATION
4 BEHM DESIGN BUILDING PLANS QUESTIONS? CALL 1-800-210-6776 WWW.BEHMDESIGN.COM PLAN NO. 2386-1 ALTERNATE SECOND FLOOR PLAN FOR RESIDENTIAL SPACE DESIGN BY: JD u-i
H -
C SHEET CONTENTS: ALTERNATE SECOND FLOOR PLAN INTERIOR ELEVATIONS SHEET
2
(ALTERNATE)
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FOR LOOKOUT5
U21 0-2 HANGEP
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-
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IC" TIECLNLL
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SEE DETA~LAM
PK0VELL 112" LEA. X
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r
4" X 3G' / IO" ANCHOR 50LT5
WI 7" LMDEMBEDMENT L GONGKLTL
MAX. G FT, 0G.
SPACENG AND MEN.
I 2" LIPOM WALL ENDS
AND CONLFS
PK0VELL 112" LEA, X
8" ANGi0K DOLT5
- WI 5" EMBEDMENT @
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LANLENG
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SLAB DOOTENG
GONTENUOU5
5EE LLTAEL
S 2'-b" O.C. SPACENG
ro ENTLEO
5ACL WALLS
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mOTENG
j —
/
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SEE DTAELW
-
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CONCKETE SLAB f LOO
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LENLS or CONCLTL
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WALL rAMENG W/ DOUEL L
TOP PLATE
112" LEA, X 8" ANGI0K
5OLTS @ 32" O.C. W/
2" 50, X 3/I G"
5TH PH WASLS
PSSU-TR.ATW
BOTTOM PLATE
CONCKETE SLAB TIECLNLL SLA5 rOOTENG
W/ (2) #4 CONT.
FOUNDATION PLAN
SCALE: 1/4 = it_ott
7/I G" 0.513. SILAThENG
CONCRETE SLA5
END TKU55. KLLUGLL TOP
FOR LOOKOUT5
-ACE or
TRUSS OLJGH OPU1IN LPMi)1Ull 3" JOEST LAP. TIP.
DOUBLED JOEST. TYP.
WHEKE SHOWN SEE
5TKUGTUKAL NOTE G 5
5RACLL WALLS 5LLOW
SEE 5RACLL WALL
CONTENUVIY LflITAEL G
BEAM END IN WALL
5EE rLN. PLAN
THICKENED SLAB
POST FOOTING DETAIL
POST
SEMPSON EFBCC
POST BASE W/
EMBEDMENT
ThEGKLNLL 5LAD.
M0N0LEThEG-P0UKLL
00TENG WI (2) #4
CONT. LA. WAY
5 1/4" WOE LVL DAM
WALL DOUELE TOP PLATE
5T22 I 5 5TKAP FULLY NAELLL
318" PLYWOOD ffELLEFA5
TULL HDGHT STUDS
4-STUD POST EN WALL
CONCRETE SLA5
SECOND FLOOR/LOWER ROOF FRAMING PLAN
SCALE: 1/4" = 1-0"
U2 IC iANGLK5
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TOP Of DAM f LUSH W/ TOP
Of WALL TOP PLATE. SEE
5T22 F 5 STRAP NAELD OVEF TOP
Of PLATE AND DAM DOB PLATE
CONTENUETY. CENTEK ON POST
2 X IC 5LOCENG
-OP 5RACLL WALL
CONTENUETI. SEE C
8
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5 114 II 7/5L'JL
fORt (3) I 3/4)< I I 7/5
NAELLL TOGLTlLR1
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/ 50rrrT KATLK5
/ 24" 0G, WI 2 X 3
SOrrET rRAMENG.
SEE LLTAEL
DACE O
TRUSS
STAEK SEDWALL BELOW
DOUBLE. fLK. JOEST ES
2 X 4 @ I C' O.C. FRAMED
5UELL GUAKLWtAEL ADOVL
A5 KLQUEKLL
2-PLY TKU55
5TIL IC HOLD-
DOWN ANGi0K5
KLQUEKLL -5LL
'ALTERNATE
5KAGLL WALL
PANEL LLTAEL' I
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4 BEHM DESIGN BUILDING PLANS QUESTIONS? CALL 1-800-210-6776 WWW.BEHMDESIGN.COM PLAN NO. 2386-1 DESIGN BY: JD u-i
H -
C SHEET CONTENTS: FOUNDATION PLAN FOUNDATION DETAILS SECOND FLOOR! LOWER ROOF FRAMING PLAN SHEET
3
OF 10 LCI'YRIGH I BLHAi DLSIGN 2 X 4 LADDEK
AMENG @
24" 0G TYP,
0
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END TKU55
X G 5OAL TYP
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P E C A L
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SLCTEON
8
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ROOF FRAMING PLAN
SCALE: 1/4' = 1-0'
KELGL GAP KOOENG
MATLKEAL. NAEL TO
5iLAThENG JThKOUGi
PLASTEC VENT
V'TO F - 1/2" DOB
fKEE AR PASSAGE
NOTE:
AOW UNE NDECAffS
EXTENT Of SPANNENG
MMDS. NOT THE
LEKLGTEON or 5PAN
OOñNG
SLAThENG
TOP or POOF FFAMMG
NOTE:
RJLGL LENL5 AKL
GONTEGUOU5
WEJTh MATcThLL
PEA LLDJATEONS
VENTED SOfET
SEE TIPECAL
WALL 5LGTEON
@LAVL
2 )< 4 LOOKOUTS.
OVER PEDUCED -
ILEGIT TRUSS
ND TRUSS @ 24" O.C.
(2 5Th Th'PEGAL
7) WALL 5LGTEON
GABLE END
12
4.43
MANUFACTURED
REGULAR TKU55 ROOF
N
N
NH
NH
N
/ 2X I05LOCJNG H
311 LAP H
/
2x IC HI
-
GARA
5 1/41! x I I 7/5M LP LVL /
rLOOP 5LAM /
XPOST /
GAAGL L)OO /
WACflYP.
/ POSETEON 24'-A GRADE-TOFLA ENTEKOK DRACD
WALL PANEL. TIP.
GONGKLTL P05T
OOTENG A5 5PLGEELL
CONCR.ff OUNDATEON
CROSS-SECTION
SCALE: 1/4' = 1-0'
CONCKETE SLAB fLOOK
QUER.D
LANDENG
CLAANC
ENVELOPE
t/2 DEA. WOOD
IANDAEL (3" HE EGHT
ABOVE STAER) W/
(4) WALL-MOUNT
DKAGKLT5 24-A GAL1'L-TO-P[A t NM H
I II I I
'I
40#/Sf LL LOFT f LOO
2 X IC TRUSS BOTTOM
CiOD R.QUER.D
2 >( 12 5TKENGLR5
I" N05ENG. Th'P.
5/8" Th'PL 'X GW5.
BELOW 5TAEKWAY AND
ON 2 >( 4 @ I G 0G,
RAMLL STAR SELLWALL
5LLOW SECOND rLOOR
a.-
Tin CAL
WALL
5LGTEON
I 5 TREADS @ IC"
CROSS-SECTION
SCALE: 1/4' = 1-0'
<
mmmm BEHM DESIGN BUILDING PLANS QUESTIONS? CALL 1-800-210-6776 WWW.BEHMDESIGN.COM PLAN NO. 2386-1 DESIGN BY: J5 H 'C
C SHEET CONTENTS: ROOF FRAMING PLAN CROSS-SECTION SHEET
4
OF 10
MANUACTUR.D ATTEC
TRUSS BOOT
42" HEGH. 2 >( 4 FRAMED
iALr-WALL (GUAL)RAEL) SEE
CORUGATLL PLASTEC
RJL)GLVLNT - rOLL OVER
RJL)GL. CONrORMENG TO
SLOPE Of BOOT
RIDGEVENT DETAIL
5KAGLL WALL5
BELOW - ATTACH
TO 5LOCJNG - SEE
5RACLL WALL
CON TE N U E TY
LLTAEL
7 2
G A D
$2
0 TKLJSS hLIG R lo
YDOW OO/
SOrTET ATTACHED
TO rONT WALL
2
JOEST HANGEKS
fOK STJNGS
TO DBL. JOEST
LOFT
9
N
RJLGLVLNT. CONT.
4 BEHM DESIGN BUILDING PLANS QUESTIONS? CALL 1-800-210-6776 WWW.BEHMDESIGN.COM PLAN NO. 2386-1 DESIGN BY: J5 H SHEET CONTENTS: FRONT ELEVATION REAR ELEVATION LEFT SIDE ELEVATION RIGHT SIDE ELEVATION SHEET
5
OF 10
DRiP EDGE
LA5iENG
2)< G RAL
5OARDS. rt'P.
LENS or
OUNDATEON
L
308
DOOR
W. >( 7 H
GARAGE LOOK
W >( 7 H,
GARAGE LOOK
>( 4 / 5/4 >( 3
W. >( 7
GARAGE LOOK
GKADE LENL
3050
SENGLL
HUNG
3050
SENGLL
HUNG
[3030
SENGLL -
HUNG
COMPOSETEON KOCOMG
514. I
3050 3050 BUT
SENGLL SENGL - - -HUNG
I\OOPL
HUNG TOP
S
T,
5/4
CO
Do I
rERsT rLOOR LENL (IYP.) -
I
RIGHT SIDE ELEVATION
SCALE: 1/4 =
REAR ELEVATION
SCALE: 1/4 = iO
LEFT SIDE ELEVATION
SCALE: 1/4' = 1-0'
NOTE:
rOR ALTLRNATEVL SELENG PANELS
USE F X TJM DOADS -NAEL OVEK
SEDENG PANELS. TIP.
FRONT ELEVATION
SCALE: 1/4' = 1-0'
NOTE:
NOTES AND MATLKEALS ENLECATLL
EN TIE5 LLLVATEON ARE Th'PECAL
FOR LNTEKL 5UELLENG AS APPLECADLL
SEL)ENG:
8>( 7/1 C !! TD(TUR.D O.S.D.
SEDENG DOADS. OVEK 7# f ELT
VAPOR DAJ. OVEK SLAThENG
(APPOVD ALffNAff SEDENG
MATLKEALS MAY DL SUDSTETUTLL)
ALTERNATE 50ENG:
7/I G TEXTURED 0.5.5 50ENG
PANELS OVER 7# FELT
VAPOK DARFLELK
NOTE:
NOMENAL WENL)OW 5E/ES APE
SHOWN: rLLT!ENcILs WELL
)< rLLT!ENcILs HEGH. r'p. -
VLRJrY RAMLL OPLNENG
RLQUERLL 5Y PRODUCT MrR.
NOTE:
LA5i OPLNENGS AND PKOVDL
WLAThLKSTKEPPENG AS KLQUEKLL
BY LOCAL COLL5
4 WRAP TKEM
50E
DLKS TO
AND 5OTTOM
5LRS. rt'p.
ASCEA. TIP
TEKOK
;HT ñXTUR..
P.D wThR.
I OWN
3050
SENGLL:
HUNG
3050
SENGLL
HUNG
3050
SENGLL
HUNG
3050
SENGL
HUNG
rLASH @ P OOL. m'p.
REAR WALL FRAMING ELEVATION
SCALE: 1/4 = it_ott
NOTE:
PR0VELL 2 X 4 I0RJZ0NTAL 5L0CJNG 5LTWLLN STUDS rCR
5ILAThENG PANEL EDGE NAELENG AT 5PACED WALLS
(DOB DACW WALL LOCATEONS SEE fLOOKPLAN. ST 2)
RIGHT SIDE WALL FRAMING ELEVATION BEHM DESIGN BUILDING PLANS QUESTIONS? CALL 1-800-210-6776 WWW.BEHMDESIGN.COM PLAN NO. 2386-1 DESIGN BY: J5 LJ H
0 SHEET CONTENTS: WALL FRAMING ELEVATIONS SHEET
6
OF 10
LEFT SIDE WALL FRAMING ELEVATION
SCALE: 1/4 = 1-0"
2 )< 4 L000UT RATERS
@ 24 CC. SPACENG. TYP
2
NOTE:
VRJY BOUGH OPNENG
R.QUER.MNTS fOK
LOOK5 AND WENLOW5
5LOKL FKAMENG WALL5
FRONT WALL FRAMING ELEVATION
SCALE: 1/4" = 1-0"
NOTE:
L0CATL AND SEZL
OPLNENG ro
WENDOW AS
R.QUER.D. TIP.
U H
2X to KW JOEST
(4 NOTE
4-5TUL LAMENATLL P05T
CLNTLKLL EN WALL FOR
FLOO1 BEAM END SUPPO1T, SEE 9TAEL
NAEL FULL- HEEGHT 5TUL TO LA.
50L or 4-5TUL P05T
2 )< 10 RJM JCEST 2)< IC TRUSS 50TTOM CHORD
SECOND STORY END TRUSS
5LCONL 5TOKY END WALL FKAMMG
ñST STORY
ND TRUSS
ñST STORY
ND WALL fKAMENG
SCALE: 1/4' = 1-0'
SCALE: 3/4tt = 1t0tt
<
Emssm.
BEHM DESIGN BUILDING PLANS QUESTIONS? ... CALL 1-800-210-6776 www.bchmdcsign.com PLAN NO. 2386-1 DESIGN BY: JJD u-i
Li
0 SHEET CONTENTS: TYF'ICAL WALL SECTIONS [CLJNDATION LTAIL5 INThJOR GUARDAFL DETAIL SHEET
7
OF 10
CONJTINJUOUS
2 X 4 DOUBLE
TOP PLATE
2 X 4 "STUD"
WALL fKAMING
@ FG"O.C.
—DRIP EDGE
X G ASCIA
112" DRIP
SOflT MATLRJAL
OUNDATEON.
5LAD AND GRADE
A5 5iOWN IN
DETAIL
2 x 3 SOflT
FRAMING, TYP.
2 CONT.
SCREENED VENT
N TRUSS
I / 2 TRIM
SLThATLIING OR SIDING
PANEL AS SPLCIflLD
= 0)
OPTIONAL PfKfOKATfD fOOTING -D DR.AINI-SUR.R.OURD 18" WE E PA OF WASLThD GRAVEL -
REARING SOIL
COMPOSITION ROOFING
5# f ELT L)RDLR.LAYMLRT
5/32" PLYWOOD 5hAThING
IN5UL, DA[[ LL W/
AIR 5PACL ADCVL TYPICAL
SOFFIT
TRUSS TAIL OVERHANG
MAY BE INCREASED OR.
REDUCED AS PREFERRED
—DRIP EDGE
1 rxFASCIA
MIN. F/2" DRIP
2 x 3 SOflT
R.AMIRG, TY'P.
2" CONJT,
SCREENED
VNJT
X 2 TRIM
2 X 4 "STUD" WALL
FRAMING @ rc'o.c.
NOTE:
2 x C WALL rAMENG
MAY BE SUBSTITUTED E
R.QUER.D fOK INSULATION
TLIECKNSS AND -VALUE
FRONT WALL ONLY
EYEBROW SOFFIT
2X 4 50LL PLATE
rLASIENG
d)< G LLL)GLR
2 X 4 RAT @ 24" O.C.
F X C CASCIA
2>( 3 5OET FRAMING
5OrrET MATERIAL
CONT. 2" VENT
1'-4" c/h
SHEATHING ORSIDING-PANL
AS SPECIE LD
flRISHLD GRADE
10
'¼
TRUSS
COMPOSITION F&OOflNG
I 5# FELT
IJNDfR-
LAYMENT
ENSULATEON
5ACSPAN
2 X C F&AKL5OAF&D
METAL DRIP ftASLIING
SOFFIT MATERIAL
NAILED TO
LOOKOUTS, TYP.
SIMPSOR HF 0 CORRLCTOR.
EN5ULATEON
DOU13LE 2 X 4 CONT.
TOP PLATh
CONTINUOUS DOU5L
2 X 4 TOP PLATh
5/8" TYPE >( G.W.D.
AS R.QUED
3/4" FLOOR PLYWOOD
LOOK JOISTS
INSULATION
2 >( 4 50LL PLATE
5/5" TYPE X GW5.
AS RLQUERLL
3/4" f LOO
PLYWOOD
LOOK JOE5T
EN5ULATEON
z
CONTENUOU5 2 >( 4
DOUBLE TOP PLATE CONTINUOUS 2 X 4
DOU13LE TOP PLATE
TYPICAL WALL SECTION
@ UPPER STORY GABLE 2 X 4 "STUD" WALL
R.AMIRG@ FG"O.C.
SCALE: 3/4" = 1-0"
2 X 4 PSSUF-TFATD
BOTTOM PLATE
2 )< 4 rRAMENG @
I G" MAX, CC.
LAG SCR.W 114" X 3"
(3) STAGGD / SPACE
2 >( 4 CAP
2 )< 4 FL ATL
LOOK PLYWOOD
4" CONCRETE SLAB
4" GRAVE DAS
AS REQUIRED
72" DIA, X 10" ANCHOR, DOLTS
W/ 7" EMINEDMENT, W/ 2" SQ.
X 3" Th, 57H PH WAShS,
@ MAX. G T. O.C. SPACING
.00G" POLYThYLNJ
VAPOR. 5AR&ILR.
A'4)
INTERIOR
GUARDRAIL DETAIL
CONJCFT OOTINJG/
STLMWALL W/ (4) R.L5AK
CONT. AND #4 X F C'
VFT. DOWELS @ 48" O.C.
SCALE: 3/4" = 1-0"
( TYPICAL WALL SECTION
@ UPPER STORY EAVE
0 C-)
1 5/32" PLYWOOD SLftATLIING
FLAT 2 / 4 LOOKOUTS
(LET-IN TO TRUSS TOP
chOkD OF USE LOWERED
END TRUSS)
2 X 4 "STUD` WALL
RAGING AT IC'O.C.
- (MEN.)
CCM PLY WITH LCCAL
RJIQUERJIMLNT ODA
rRCSTLENL DEPTH
INSULATION
INSULATION
UPPOO ,
END TRUSS —
5ACSPAN
2-PLY ATTIC TRUSS
2 /4 LOOK-
OUTS ON fND
5AkING ON
fL1)LJCW LIT.
ND TRUSS
2XG
F&AKL5OAF&D
SOflT
MATERIAL
NAIL L1 TO
LOOKOUTS
I X 2 TRIM
FOR CEILING OVER
STAIR $ LANLIUNG
USE 2 /4 @ 24" O.C.
WI U24 HANGS ON
2 /4 LEDGER NAILED
TO INSIDf Of fND
TRUSS
END TKU55 FOR
LOWER ROOF
A5 KLQUEKLL
TYPICAL WALL SECTION
@ GABLE/ STAIRWAY
LANDING AREA
TR.USS
COMPOSITION R.00flRG
5# ft LT
5/32" PLYWOOD ShATHINJG
SIMPSOR H 10 CORRLCTOR.
X 2 TRIM
/"3)
TYPICAL WALL SECTION
@ LOWER STORY EAVE
DOUBLE 2>( 10
LOOK JOIST
U2 IC MANGEP
LOOK JOISTS
(LADDEK rAMENG)
5/8' TYPE GW5
3/4" ftCCR
PLYWOOD
END TRUSS 2)< 10
50TTCM CICRD
2 X 4 f RAGED
[ O\A/f A STORY
WALL BELOW
CONT. DOUBLE TOP PLATE
CRIPPLE STUDS
hLADLR AS 5PLCI[ILD
STUD WALL [RAMING
SILL
CRIPPLE STUDS
TRIMMER STUD
KING STUD
BOTTOM PLATE z
fJ
A •, •-• ... BEL-IM DESIGN BUILDING PLANS QUESTIONS? CALL 1-800-210-6776 WWW.BEHMDESIGN.COM PLAN NO. 2386-1 DESIGN BY: Ii B C SHEET CONTENTS: WALL FRAMING DETAILS ALTERNATE BRACED WALL PANEL DET. FLASHING DETAIL (PANEL SIDING) INTERIOR BRACED WALL rnhTTI!..TITITV flrTAII C SHEET
8
OF 10
+
/
CONTINUOUS DOUBLE TOP PLATE
(MIN, CONT. SINGLE OVER hLADLR
ALLOWABLE If REQUIRED)
SEMPSON 5TIL 14 -
LM5LL ENTO GONGKLTL 14"-
ULLY NAEL TO
WALL rRAMENG -
I-I/a',, I
TYP. , o" QJLQ 8",
VVSP 2-8
(SEE fDN. PLAN)
/4)ALTERNATE BRACED WALL
PANEL DETAIL
Typical STUD
Cornet
Installation
on 3-2x studs
I I - II -'I-
E3) STHD HOLDDOWNS
bc NAELS @ GM 0.C.
8c NAELS @ " 0.C.
7/I GTM 055 5ILAThENG
CoLjr!LjcjC
2
FAELAL. uA(,LJ&
• 'L1 L1ILj
CVEW,c
Jo U71;
jzj( PALE_
PrLG E4¼JEL
VOIThRfr AI&'
cOuriu.'u
'JP&9 JcIcUT.4L
c,!DIL jciUf
oor 5iLAThENG
oor TKU55
5EMP5ON A35 @ 24" 0G,
2>( 4 WALL DOUBLE TOP PLATE
2 >( 4 @ I O.C. FRAMED WALL
AT ROOF
UFR STORY
7/I G TM 055 5ILAThENG
3/41! ft00R PLAV00L
7/I G TM 055
LOWER STORY
AT SECOND FLOOR IF @ FLOOR JOIST
7/1 " OSD SLAThENG
3/4" f LOOK PLYWOOD
SOLED 2 X FO DLOCKENG
BETWEEN JOESTS SPACED
I C' 0G, @ 5KAGLL
WALL PANEL
(2) F CJ NAELS EA. SED
7/I C' 055 5iLAThENG
2 X 4 @ F " O.C. fKAMED WALL
(3) I Gci NAELS ENTO LA. 5LOCJNG
MLM5LR SLLOW
2 X 4 WALL BOTTOM PLATE
2)< IC rLOOR JOESTS
TOLNAEL (3),5d @ LA.
5L0GhJNG MLMSLK
2>( 4 WALL L0U5LL TOP PLATE
2 X 4 @ F " O.C. f FAMED WALL
LOWER STORY
UPPER STORY
AT SECOND FLOOR IF @ FLOOR JOIST SPACE
y FLASHING DETAIL
5 (PANEL SIDING) (3) F CJ NAELS / STUD SPACE
2 X 4 @ I G TM O.C. L-PAMED WALL
2 X 4 WALL SOTTOM PLATE
2X FOLOO
JOE5T
5EMP50N A34 @ 24" 0G,
2 X 4 WALL DOUELE TOP PLATE
2 >( 4 @ I C' O.C. FRAMED WALL
STUDS @ INTER-
SECTING WALL
Pr SOTTOM PLATES SLLOW
bOTTOM PLATES BELOW
(EN PLAN VEW)
STUDS @ CORNER
7/I G" 055. SLAThENG -
NAEL TO ALL rMENG
W/bc @ G" CC.
(KLVLKSL AS APPLEGASLL)
WALL GOKNLK FKAMENG
(OK DBL. TKEMMLK + hJNG.
Er APPLECASLL)
ifADKS AS SPECIFIED
DOUBLED TRIMMER STUDS
SINGLE KING STUD
SINGLE STUDS
/2" DIA, ANChOR BOLTS
PR55UR-TREATED
BOTTOM PLATE
TOP or GONGKLTL
IN 11111W
(VERITY WINDOW
KOUGtI
OPENING
REQUIREMENTS
FROM MFK.) OPP-
iTh INTERIOR BRACED WALLS
2 CONTINUITY DETAILS
VERITY
DOOR
ROUGh
OPENING
RLQ'T,
(r, DOOR OPENING DETAIL \f-y ntlitILIIuIrnluuI /7\ WINDOW OPENING DETAIL
CRIPPLE STUDS OR FILLER
FRAMING AS NEEDED
ifADK AS SPECIFIED
TRIMMER STUDS
KING STUDS
KSSUKLTKATD
BOTTOM PLATE
/
VliAnt H A$ $PFCD
SIEATF1tUi SUINCi
VAPOR UAWI* It
• ,WINDOW WRAP 1RiA
NAt 'NC, I A TOR Al TACiOAI NO
NE AD
I ASiliMi IHtE' OCE
YPNt WINLXYW UNIT
VAPOR BARIf H
WINVQA WRAP TOM
SfATPIING
CAULK
NALIJG In FOf4ATIACflIA(N1
(INC STUD
SHIM TOR LEVEL AND Stpcoor
7 X 4 Sit I
NAIL IMI f N U)H Al IACItI(NT
WIN(X)W WRAP TRIM
VAPOR BAROtA
51* AT RING
CflIPP( STUDS
SCE
WINDOW DETAILS
(NOT TO SCALE)
- *AD[AASSP1CD
StltAfl1O SL*0
C
- VAIMJP BAnDER - FLASHING ORI'FDQ
WRAP TIIIM
SIM
-CASING -U
S)* AIRING SIDING
VAPOR BARRIER
WRAP IIWA
CASING NAIL 10 FRAMING
CAULK
DOOR PAIS&1 w
MORTIS1O HINGES
- IIEESIOtO W,TPI MM.
- CONCHI I E F L000
STRUCTURAL/GENERAL NOTES & SPECIFICATIONS
A. General
The following notes shall clarify and supplement the working drawings.
B. Codes & Standards
International Residential Code (TRC) -
ACT-318; ACT SP-15 / M.B.M.A Manual
(and comply with all local applicable codes as required by Building Official)
C. Live Loads
Roof 30 lbs/sf
Floors 40 lbs/sf
Stairs & Exist 100 lbs/sf
Wind 115 mph Exp. C
Seismic zone A, B, C
Earth Pressure 30lbs/cf equiv. Fluid pressure
D. Soil & Foundation Data
1. Soil bearing data not available. Assumed soil bearing capacity 1500 lbs/sf
2. Extend all footings down to undisturbed soil of the specified strength with
a minimum depth of 1'-6" below adjacent grade, or as required by local
building official, based on local frost line depth.
3. Center all footings on columns and walls unless specifically dimensioned
otherwise.
4. Compacted fill to be well graded and granular with not more than 5%
passing a 200 sieve. Place in 8-inch loose lifts and compact to 95% modified
AASHO density at optimum moisture.
E. Cast-In-Place Concrete and Reinforcing Steel
1. Concrete of the following 28-day strength: 5 sack cement/cy (mm. 2500
psi); max. 6 gal water/ sack for all structural concrete, including foundations
and slabs on grade. Maximum sized aggregate 3/4". Maximum slump 4".
Add Master Builders Pozzolith per manufacturer's recommendations to all
concrete except footings. Concrete for exterior walks to be air entrained (5%
air).
2. Reinforcing steel ASTM A-615 grade 40/60. Use grade 40 for
temperature steel, stirrups and dowels. Detail, fabricate and place in
accordance with the latest edition of A.C.I. "Manual Of Standard Practice".
3. Concrete cover on reinforcing steel (clear dimensions):
Suspended slabs 3/4"
Beams & columns (to ties) 1 ½"
Non-exposed vertical faces 1"
Vertical faces exposed to earth or weather..2"
Bottom of footings 3
Slabs-on-grade (from top) 1 ½"
4. Lap all field splices 24 diameters with minimum of 12". Bend outer wall
footing bars 12 inches or use corner bars at all corners and wall intersections.
5. Provide mm. one continuous #4 bar at top and bottom of foundation
walls w/ #4 at 12" o.c. where wall height exceed two feet. Provide mm. two
continuous #4 bars in footings. Dowel foundation walls to footings w/ #4 x
1'-6" long @ 16" o.c. Embedded 6" into footing. (No shear keys required)
6. Reinforce around wall and slab openings, with sides of 12" or greater,
with two #5 bars extending 24" beyond corners on all four sides. Provide
one extra #5 diagonal bar, 4'-0" long, at each corner.
7. Slabs-on-grade: Roll sub grade and moisten before pour. Saw cut crack
control joints within 24 hours of pour or install Zip-Strip, with maximum of
12'-O" for 4" non-reinforced slabs and 40'-0" for reinforced slabs. (mm.
reinforcing: w6 x 6- wl.4 x 14, supported)
8. Vibrate all concrete. Segregation of materials to be prevented. Test
cylinders not required.
9. Place no fill against foundation or basement walls until floors are in
place or walls have been adequately shored to resist lateral earth pressures.
F. Masonry (as applicable)
1. Hollow masonry units: F'Ml 350 (half & half c.m.u.)
Mortar type 5: 1 pc, ½ time putty, 4 sand
Grout: 2000 psi pea gravel concrete (7 sack)
2. Reinforcing steel: ASTM A-MS. grade 40.
3. Place grout in lifts no greater than 4'-0" height.
4. Wall reinforcing:
6" walls: #4 vertical @ 48" o.c. w/ #9 wire horiz. Joint reinf. @ 8" o.c.
8" walls: #5 vertical @48" o.c. w/ 3/16" dia. wire horiz. Joint reinf. @8"
C. Timber and Wood Framing
1. Substitution of wood species identified herein maybe as approved
by local Building Official and material strength and capacities shall
equal or exceed that of the species identified herein.
2. All lumber to be graded per book 16 of the West Coast Lumber
Inspection Bureau:
HF/DF no.2 for joists, rafters, light framing, plates and bracing
DF no.1 for posts and beams
HF/DF "stud" for stud wall framing
4. joists and rafters (lumber) shall have 2" nominal thick solid blocking
at supports.
3. Comply with the latest edition of the NFPA "National Design
Specification" as modified by the applicable code for all structural timber
requirements.
5. Spike laminated members together w/ lOd nails @12" o.c., staggered.
Splice laminations at supports only.
6. Provide cut washers for all bolts bearing on wood.
7. All nails shall he common wire nails.
8. Glue-laminated timbers, Douglas Fir, A.1.T.C. grading: combination
24F-V3 for simple spans: 24F-V8 for cantilevered spans. Dry conditions
of use. Architectural appearance grade where exposed to view.
Fabrication plant A.1.T.C. inspected./ Wrap individual members.
9. Plywood: Roof sheathing to be 15/321 C-D int-apa plywood with
exterior glue, P.I. 24/0 (use 5-ply for panelized roofs) Nailing 8d @6" o.c.
at panel edges and 8d @ 12" o.c. at intermediate supports. Sub-flooring to
be 1,4" C-D-apa plywood with exterior glue, P.I. 32/16. Use T&G if no
underlayment. Glue and nail with lOd @ 6" o.c. at panel edges and @ 10"
at intermediate supports.
10. Pre-fabricated trussed members to he designed by applicable state
licensed engineer in accordance with requirements shown in the
drawings. Contractor shall verify as-framed dimensions and conditions
prior to truss fabrication and coordinate as required. All engineering
data shall he made available for submittal to the Building Official as
required.
H. Structural Steel
1. All steel, except tubing: ASTM A-36. Pipe: ASTM A-53, Type For 5,
grade B. Tubular section: ASTM A500, grade B. All bolts: ASTM A-307.
2. All fabrication, erection and detailing shall be in accordance with the
latest edition of the "Manual Of Steel Construction" of the American
Institute Of Steel Construction.
3. All welding by WABO certified welders in accordance with the
"Welding Handbook" by the American Welding Society.
4. All welds 3/16" mm. continuous fillet welds using ASWAS, E70XX
electrodes.
5. Provide washers on all bolted connections.
6. All steel not embedded in concrete or masonry shall receive one shop
coat of an approved primer paint. Apply two coats of heavy asphaltic
paint to all steel exposed to earth.
7. Furnish complete shop drawings prior to fabrication.
1. Miscellaneous
1. Contractor shall verify all site conditions and dimensions in field.
2. Provide temporary bracing as required until all permanent
connections and stiffening have been installed.
3. Verify size and locations of all openings in floor, roof and walls and
coordinate with electrical and mechanical work.
4. Pre-fabricated items shall he handled and installed in accordance
with manufacturers' recommendations. Pre-fabricated
assemblies shall be coordinated with any as-built conditions by the
contractor regarding dimensions, clearance and applicable building code
requirements.
5. All HVAV equipment shall be determined by owner and/or
contractor specific to this project and comply with all applicable codes.
Performance data and distribution layout shall be provided by
mechanical subcontractor. Submittals shall he coordinated by the
contractor as required by the Building Official.
6. It is the intent of these drawings and specifications to comply with the
requirements of the applicable Building Code and all other relevant codes
and ordinances. Any discrepancies, omissions or errors shall be brought
to the attention of the designer for clarification or correction before
beginning the work. It is the responsibility of the general contractor to
seek clarification or correction if needed.
Install two bars in corners, wall intersections, wall endings and around
openings. Lap all bars 20 inches and joint reinforcing, 12 inches. Use corner
bars for outer bars in bond beams and at intersecting walls.
5. Anchor brick veneer to wood framed wall as detailed with 22 ga. X 7/8" x
7" galvanized corrugated wall ties @16" o.c. ea. Way with one Simpson n20a
nail.
DOOR DETAILS
(NOT TO SCALE)
A •-• . ... BEL-IM DESIGN BUILDING PLANS QUESTIONS? CALL 1-800-210-6776 WWW.BEUMDESIGN.COM PLAN NO. 2386-1 DESIGN BY: JJ B F-
C SHEET CONTENTS: STRUCTURAL/GENERAL NOTES WINDOW DETAILS DOOR DETAILS SHEET
9
OF 10
— FASTENING REQUIREMENTS —
4 BEHM DESIGN BUILDING PLANS QUESTIONS? CALL 1-800-210-6776 WWW.BU-IMDESIGN.COM PLAN NO. 2386-1 DESIGN BY: JJ 5 Lil HE
C
Csh
H- SI ILET CONTENTS: CODE REQUIREMENTS FOR FASTENINGS AND SHEATHING GARAGE DOOR DETAILS SHEET
10
OF 10
ALTERNATE ATTACHMENTS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
- SPACING' OF FASTENERS
NOMINAL MATERIAL THICKNESS DESCRIPTION' OF FASTENER AND LENGTH Edges 5terni.dlate support
(inches) (Scions) - (inches) (Inches)
NUMBER AND TYPE OF
FASThNER'' SPACING OF FASTENERS IWM I DESCRIPTION OF BUILDING ELEMENTS
Roof
Blocking between joists or diffiess to lop plate, lot nail
Ceiling joists to plate.toe nail
Ceiling joins not attached to parallel railer, laps: Over partitions.
bx, nail
4 Col]ar lIe miter face pail •1r I x 20 ;tge ridge str;i
5 Better to plate, to, 'jail
Roof raltem to ridge. sallry or hip railers:
6 Ice nail
feet nail
Wood Structural panels subtloo,, root and wall sheathing te framing and parlIcleboard wall sheathin ,framiiig1 REOtJIAEMENTS FOR WOOD STRUCIURAL PANEL
WALL SHEATHINO USED TO RESIST WIND PRESSURES 3-Sd (21/'x0.131
- - Staple 1 zJ'1 - - - 4 -- 8
LI)I 0.097 - 0091
21/4 3 6
H
- - SiaplelO cat . 1/4 I 3 6
-- 0,ll3Nai]2 3 6
Staple ISand 16giL2 I 4
0.097- (099 Nail 21/
I
S?plc 14 ira 2
Staple I Is ga I lf
0.097 - 0,099 Nail I'll- _ I
3 A 2 L' '<(i-I l3)
3dDd
IlAXIMUI WINO SPEED I (mph)
Field WInd .xpo.ore cateocry
coach eso,c.) - S -I C C
2 ItO on
MINUM MINIMUM
- WOM NOMINAL IWJJM
I S'TBIJCTURM. PANEL WALL SThC Penelraaoq PANEL SPAN THICKNE SPACING
(inches) - - RATING - (ccli.,) Onct)
!01kWJA Na PMEL NAIL SPACINO
Edges Inches o.c.t 5-
(id CooinIOtt
2 rx UI II
F
'9/, and Lot
12 30 110 105
liv 90 cA H
8
S
Ad r.ntri,i
4- l€d (3I( (1135')
3- 16d (31/? .0.135', 4
3
4
4
4
Fr-ST neh 2
or
a Pi net tren nh - mat 1k I
isis ps- rxnd,r Jr to
Is TibEt ivdw:ndpiesjrstirig rikiid
a—.- Id,
rino, !}i1II-l6
w halI he r I I tat s at. itict lit, ii, x, !c 'urli
ill centCfl
tds'piced oniethin Ii III Wall
kt,i.Es.ri lT pet Sec ixi K_ I -2- LscraI hi& 'FIg rci]ii renic nt shall be iii accordance with Sec - 101 (3 x 0.128") 24 o.c
16' o.c. aloct each age
7 Built-up corner studs
Stapk 16 ga 2
Staple I4p2t/4
0113 Nail 21(
- - - Siaple5ga.21/4 -
0.097 0.099 Nail 27,
4 ALL ts pt 151 ted 3.' -an a] cradle to pan ci with 2-410 span ml inc PIy nods, iii ng ratted ] 6o, or 14
.,L4 e.g wan i and S. id 'h_ 15 < saI: C U 'to with aruda ,pacnl .a max mmli fl (inches Built-u header, Iwo jeces with ij] 16d(31, (il35''
16d(3t/?x0.I35'I
4-8d (2'/' '<0.113")
Cr
6" oc alor.g each edirc i
6 ntjliuous header to stud toe not
4 8 ALLOWABLE SPANS MR PARTICLEBOARD WALL SHEATHING' J0J (3"0l28") 24" ca c Double studs, lace nail
Double top plates, face nail
Double top plates, ml flillitIflI 'IS-inch offset of cod join
fi1ce 1141] Ui laptl Ire
Sole plair to joisi or blocking, face nail
Sole plate to list or hloc&in at braced
STUD SPACING I -
t SPACING' OF FASTENERS
10<1(3" t 01 28'j i ncties) 0 THICKNESS
OfltM - GRADE
F,l-1 Ixteriorgluc
Id 7 E\te:ior2ltje
When s.d.nu nciled to studs When SdIn0 Is naIled IC sheathin
in
sod 3'1" x 0135") Edges Body of panold
(inches) (thebes) NOMINAL MATERIAL THICKNESS, DESCRWT,ONa OF FASTENER AND LENGTH
(inthes) finches)
Floor Undeqlarnent: plywood-hardboard-pafticleboerd
Plywood -
6
l6d(3/' x0l35i
3- Ifid 13 '<(1.135)
3 8 (21/, '<0-] I 3')
Or
l6dU a0.l35'
2-6<1 (VI." x 0135")
2-0<1(3' o 0128)
1-8<1 27," '<1)1
2 stapks 1111`
F-
15
'6' tic
%a1IIatb]n!]l{,i-r'—do 11-1 il,, lfthrrcacItarcappIiedl>.r tpa,,I iiiuttu1s,l,j I. -i.II, ip txr'.ccl1 -1
I'liJiIt'i' ,t ha, lii,itpanelscnmerswill i,ciliitCvI
from panel e gcs if ring or NcrcW shank nail- nhinimun,
117- p. to 099") shank diameter
Staple 18 a 1i /_sI tiw ii widtl I
I! ring it screw shank far] -jrlininitt,ri
1211,80 (0099"lshankdiameter
I 7, I mg or screw shank nolI-Ininirntzlti
121/, ga (0.O99) sliankdia,neler
F Stafllc 16 gis. IV,
Hardbou,dt --
- I '/joag nllg-gri'ed underlayment nail
Jul cement-coated sinker nail
Stje 18 to '4 long (plastic coated)
Pnnticleboerd
- -jdnlig-gr(itivnot elIderlayrlIetIr nail -
Staple IS ga, i/ long. 7 crown - - - -- 3
6<1 rtnig-grooved uriderlaycienl nail - -- - 6
- SuileI6e;tH/ ling ciuwn
-] -
- (itlnitig-grcvivt'i] iIritlrrlavi,irtIt iriil_
sl3ipIeIna - Io]:_1i coni
lb Stud to sole plate, toe nail and 'i
17 lop or sole plate to stud, end near
IS Top plates, lop, at ci tmeT antI intersections-.
6 8'
nijd
19 I 'brace to each stud and plate, lace nail
'iS' 'c :',, and
2-Sd (2 7' ic 1) 113", 211 I" x 6" dreciffamp In each hearing, fact, nail 2stapltrs I/i"
E 2-Sd (27," 0.1 13"j
3 stipIci /4 rl 6 21 '''<S" sheathing to cach bearing, face nail (1
Wader than lii x 5ii <heathing to each beadn_ face nail .t- Add (2 /," (113')
-I staples 6 22
Floor
6
6
30
6
Id
6
3'(d (2i/Il 1<0113') 23 Joist to sill or girder, toe 111111
2 8,1(21/,' (1.113";
2 stnp!es I 24 I '<f) ublloort,r hess to cacti joist, lace tall
2-Iand 1 ,l/i '<P I V,')
8d(2'/.'-()AI1 I
2" suhilixir it (list or girder, blirlit and lace nail
26
27
Rich joist In top plate, toe nail (roof'a1iplications abol
2" planks plank & beam It.., As rnot'I 2 16,1:31/ at each bearino
loofd I iou h- 2
I Nail i a general tiesetiplioti and may he'I'ltoml. nuicliln'd rii,jlid head or toijntl heil
Suples shall have a rnlnimLlrr crtiwn width of 7/,,_iflc oil dialildir, .'sce1tl it noted
C car, tsi.ples ..lit.l(bexpacedat meal milretlLJin 1 nclittsiticenticral ltllsuprxirtswhcrc spills ;,re1S ini,FIeot'gx'ater. Nail.nrstaplrs'fall
ili;tn I'' inchie', oiicetltct at iiitctiiitdtatt suppiin' lot ntxirs
U Fasteners shah hr placed in a god pattern tllrLiLpgIuiii( the 1111 of Fit pailet,
For .plv patch. ,IItetrii,'diare nark shall be sp.ced not itti,re than 12 iiiclws oricetitec each Wi),
I Ilardtpt,ard undcdavnietii shell sontorm to ANM,AIIA AI.4.
Nail each layer as lol It iws -
32 oc. a' top and bottom and
stigcred. Two lads al e'tds
and at each splice -
3 16d (37," x 0.' 351 - At each joist or rafler
Built-up girders and bei IrIs, 2-inch ti 10<1(3" 0 28') ii
29 Lcdgei ,,no supporting joists or niRcr
1
SPACING OF FASTENERS
I nierniedl Me
s*IPportsC C
(Inches)
• DESCRIPTION OF BUILDING Edges MATERIALS DESCRIPTION OF EASTENER- (inches)' REM
Wood strucruntl panels, subilocir- roof arid mannor wall sheathing to framing and particleboard and sheathing to fiamin
(ad cttImt,n 12" '<tI -Il 1') nail (sLItlIlcor 'olI)1
Ad coinnion (2/,' 0.1311 itoh I (root)
30 6 l2 HEADER AS SPECiD.
2X CASING
t,d ct)rnmcin (2' <(1.111'') flaIl (siiiatl•,isi- walli
Ad ctitilnic,ii 121/.''<0- 13[') nail çrth)I'tt
31 6
6
0
32 Sd coitrolon nail (2 I," 0 131"t HEAD JAMB SIZED FOR
WALL THICKNESS
0<] ct•rnIiltrIi 4' '<0,' tS'I fail Or
81 112111, y 0-17r1 defi)rc,Ied nail 33
IIIACK -
GARAGE 000R - -
—A-
SIDE. MAY BE
:111 EL) WITH SEAL Other Walt sheaulingh
V. strtictural ccll,Ilosic /" gahatiized rtKarinz! nail. /1í' crown or I"
I ihcrhnard sheath in g , crown staple 16 Ad- I 'I" long
strtpci.Ir.tl _tlltilosie 1 7" galvailized Lochi,g rnul. 7i" crown it
fiherhoard shrathi rig I clown staple lb gil-, IV.' long
--I
3 6
SIDING PANEL
TRIM
JAMB
Slop
Rol I ERS MOUNTED
TO GARAGE DOOR
TRACK - MOUNTS
TO CASINC
(I
nVpStItlI sheathing I : galvallized ros'I'iug nail: stAple ;tIv,IliIzed.
type is, or 36 JAMB
gypsturrl slieithil,Q4 I /4" glavaiiized dEli Ig mall, slapic galvanized.
king: I U Screws. Ipc W to 37
Wood structural panels, coqnbinaflon sUb000r Underiayrrtenl to framing
GARAGE DOOR FLOOR SEAL
AS SELECTED
1 HICKENED CONCRETE
SI AS EDGE
6<1 lehirnicd I?." '<0- 20"i 111111 or
4il CottlIlloti ('1/'' (1131") fail
38 i' and Ies 6
6
6
32
OPTIONAL DEPRESSED SLAB
EDGE FOR RAIN SEAL Si collilnon (1/,' '<1)13) tail or
3d defortited (ZV," 12(r) mat] THRESHOLD' 39
r
Oil <timnlon (3' Dl IS") nail or
It deFormed 2'!,' (1.1 211, nail
44)
Fro SI- I iacli = 2 -I 'Tim, I but - )t145 tilIli. I and,It liiiLii = 044i' no, I ksi - osgs MN
All miii, arc snayattI-L'ulIItILorI, taixtri III lllIe(tsha it, c'<ccpt where ochersslsc crated- NaIl- issetl (ii' traiiiing "id aheathtng conoecliolis shall have flhlliiflhItIlI
avrn.ee F,eittlrii ieltI sIri-ngth3i shown 80 k fcr,hajikdianiet ii; 11-192 inch (lOd common naili 9tI to for stiaiikdtatrisr I. rxer man @142 inch not 1101 Iarer that, 0 177 inch and I) 351 for <hajik titairle cr5 of 0141 inch or less
I,- Staples ire 6 g,,e I and bin-c a nitnirnoni Jrr oh on diameter CrowlI width
Nails skill Iw jaired ill not more than 6 inches on c trIer an In supports shere than, aie41 idirs w,e.ltcr.
If Four-lool by S ]."a too, hol 9 IctriinicIs shall he aplIet wnicalhv.
C. Spacing itt 1-isienets 'nil irt'l,ttkd in this table shall the ml on LbIe R602.3(2).
I. Fin I CS 10Th hiring basic w111d speed of lit) nipli UI gI oaks'. ALI dciii, tried (2-;' .0 1201 nails shall b: scd for attachinQ y*I and sooJ snetural NIiOl roof
shesithing to franin wilIlirl Etlillintum 48-ii,'Fi distance from g4hlc end walls, it nle:lri rt,IiwrgIii is nstre hum 25 fret- auto 35 feet masillIulls
g or 'egioris t I avr ng basic w it'd speed or' too nipli ui-I e<s. nit Is for cr1 achrng wood SInE ci al i tic] ri I I; tip i ng to gable end will Fricm i r shall be paced 6 iii dies
on mi ter. Wbcn basic w Lid speed is "t h" man Ia. niplI - nail' For trac hi tt pam. I root sl,ethii n gte i niermed i ate sup xirta shalt be paced 6 i itches in cc nice fr
minirnutt, IS-molt distance Item tidgca cevos and bIc cntl walls and 4jnclies oil center to able etlil wail learning
It (Jvpsurn sheathing shall eoitloriii Laos'lrd C '3* and shall he installed on accordance with CA 253- Fiherbeard 4hIeatliiit ahall coatorm to ASTM C 2ff-
i Spacing at fasteners on floor sheathing pncl edges applies to nil edges aiippoiteil by friunina members and required hIockin "iii ta Al ttcr penmeters ouly
Spactng of Parents on roof dtieallti:i panel edges applies to pa 'to] edsi> sup1x,ned by f .I,IiiIIg tiembers and requirnd biockirig Bltxk,njc of rixpi i floor sheath-
ing panel edges perpe ncli ciii a rio I IC Irarni In g m em IwN need not be pro sided is 'cc p: -occool by it tier 11-11is it 1,50 ( iii c cede. Floor , dralantollt finlat,,oled
by frming tnen,hers or solid blocr -
APRON/PAVING
1/2 EXPANSION
JOINT MATERIAL
FOUNDATION AS SPEC'D. Copyright behm design i GARAGE DOOR DETAILS