HomeMy WebLinkAboutS000.1WOOD FRAME EN
GENERAL STRU
ALL HEADERS S
\A1;FOR 2 & 3
PROVIDE SOLID
\A1;ROOF SHEATHING SHA
\A1;{\Farchqu
{\LDESIGN P
{\LGENERAL
EXTERIOR & IN
ALL 2x8 AND L
\A1;FASTEN 2x
\A1;LSL MEMBE
\A1;LVL MEMBE
ENGINEERED LU
{\LROOF FRAMING}
{\LDESIGN P
{\LGENERAL
{\LROOF FRAMING}
ALL NON-BEARI
\A1;ALL TYP.
FASTEN EACH ROOF TRUSS
ALL METAL HANGERS SHAL
ROOF TRUSS SHOP DRAWIN
ROOF TRUSS MANUFACTURE
"PULTE-MIDWEST Z
\A1;ALL MEMBE
ALL EXTERIOR
METAL HANGER
BEARING WALL ABOVE (B.W.A.)
AREA OF FLOOR SYSTEM DESIGNE
BEAM / HEADER
INTERIOR BEARING WALL
INTERIOR BRACED WALL PANEL
INDICATES POST ABOVE. PROVIDE
*
INDICATES HOLDOWN BELOW.
LEGEND
OR OSB SHEATHING
ALL FRAMING L
SUPPORT SHORT SPAN RO
THIS MODEL SH
\A1;FASTEN ST
NAMECOLUMN SPECIFICATIONS
PIPE COLUMN & FOOTING SCHEDULE
PC 1
PC 2
PC 3
\A1;3" DIA. 11 GA / 3{\H0.7x;\S1#2;}" DIA. 1
\A1;3{\H0.7x;\S1#2;}" DIA. 11 GA. / 4"DIA. 1
PC 4
\A1;3" DIA. 11 GA / 3{\H0.7x;\S1#2;}" DIA. 1
1500 PSF SOIL
2000 3000 PSF PSF SOIL SOIL
24x24x8" 24x24x8" 24x24x8"
30x30x12"
24x24x12" 24x24x12"
PC 5
\A1;3" DIA. SCH. 40 / DOUBLE 3{\H0.7x;\S1#2;
36x36x12"
30x30x12"
24x24x12"
PC 6
\A1;3" DIA. SCH. 40 / DOUBLE 3{\H0.7x;\S1#2;
\A1;3" DIA. 11 GA / 3{\H0.7x;\S1#2;}" DIA. 1
48x48x12" FTG. w/ #4 BARS @ 12" O.C. E
36x36x12"
30x30x12"
36x36x12"
48x48x12" FTG. w/ #4 BARS @ 12" O.C.
48x48x12" FTG. w/ #4 BARS @ 12" O
54x54x12" FTG. w/ #4 BARS @ 12" O.C. E
48x48x12" FTG. w/ #4 BARS @ 12" O.C.
54x54x12" FTG. w/ #4 BARS @ 12" O.C. E
·
\pxi-3,l3,t3;{\fSymbol|b0|i0|c2|p18;· }PIPE COL
·
{\LNOTES:}
{\LNOTES:}
ALLOWABLE SOIL BEARING PRESSURE
\A1;\pxi-8,l
\A1;4x4 P.T.
\A1;*
\A1;*
\A1;*
\A1;*
\A1;*
\A1;*
{\LDESIGN IS
\A1;\pxi-8,l
APPROVED ENGINEERED LUMBER LIST
MATERIAL DESIGNATION (SEE FRAMING PLANS)
MANUFACTURER
PRODUCT
ICC REPORT REFERENCE
iLEVEL
iLEVEL
BOISE CASCADE
MICROLLAM LVL (1.9E)
LVL\P(SIZE AS NOTED\PON PLANS)
ESR-1387
PARALLAM PSL (2.0E)
ESR-1387
VERSA-LAM 2.0
ESR-1040
LSL\P(SIZE AS NOTED\PON PLANS)
iLEVEL
TIMBERSTRAND LSL (1.55E)
ESR-1387
BOISE CASCADE
VERSA-LAM 2.0
ESR-1040
I-JOIST\P(SIZE AS NOTED\PON PLANS)
iLEVEL
TJI 110 SERIES
ESR-1153
iLEVEL
TJI 210 SERIES
ESR-1153
iLEVEL
TJI 230 SERIES
ESR-1153
iLEVEL TJI ESR-360 1153 SERIES
iLEVEL TJI ESR-560 1153 SERIES
BCI 4500s
ESR-1336
ESR-1336
ESR-1336
ESR-1336
ESR-1336
BOISE CASCADE
BOISE CASCADE
BOISE CASCADE
BOISE CASCADE
BOISE CASCADE
BCI 5000s
BCI 6000s
BCI 6500s
BCI 60s
ESR-1336
BOISE CASCADE
BCI 90s
\A1;REFER TO
\A1;THIS MODE
\A1;\pxql;{\LOPTION A:
SPAN\P(MAX)
3'-0"
2{\W1;0} FT. MAX
HEIGHT OF VENEER \PAB
VENEER LINTEL SCHEDU
12 FT. MAX
6'-0"
20 FT. MAX
3 FT. MAX
12 FT. MAX
12 FT. MAX
\A1;L3"x3"x{\H0.7
STEEL ANGLE SIZE
3 FT. MAX
\A1;L3"x3"x{\H0.7
\A1;L4"x3"x{\H0.7
\A1;L5"x3{\H0.7x;
8'-0"
\A1;L5"x3{\H0.7x;
\A1;L6"x3{\H0.7x;
2 FT. MAX
16 FT. MAX
\A1;L6"x3{\H0.7x;
9'-6"
3 FT. MAX
\A1;L8"x4"x{\H0.
\A1;\A1;N/L7"A (x4"QUEEN) x{\H0.
\A1;N/A (QUEEN)
\pxqc;{\LVENEER LINTE
\A1;\pxql;{\LOPTION C:
HEIGHT OF VENEER \PABO
\A1;\pxql;{\LOPTION B:
\A1;\pxql;{\LNOTE: IF
\A1;\pxql;ALL LINTELS:
M&K STND. - MAY
\A1;L4"x4"x{\H0.7
\A1;4'-0"
{\H0.7x;\S7#16;}" OSB OR {\H
\pxi-4,l4;1. LATERAL ANALYSIS
{\H0.7x;\S7#16;}" OSB OR {\H
{\LNOTES:}
{\LNOTES:}
LATERAL BRACING NOTES
{\LSTANDARD EXTERIOR WALL SHEA
{\LSTANDARD EXTERIOR WALL SHEA
{\L3" o.c. EDGE NAILING}
{\L(WHERE NOTED ON PLANS)}
{\L3" o.c. EDGE NAILING}
\A1;FASTEN SHEATHING w/ 8d NAI
\A1;ONLY AT LOCATIONS INDICATE
{\H0.7x;\S7#16;}" OSB OR {\H
{\LBLOCKED PANEL EDGES}
{\L(WHERE NOTED ON PLANS)}
{\LBLOCKED PANEL EDGES}
\A1;ONLY AT LOCATIONS INDICATE
THIS MODEL HAS BEEN ENGINEERED
GENERAL STRUCTURAL NO
WITHIN 48" OF ALL ROOF
ERECT AND INSTALL ROOF
"PULTE-
ALL FOOTINGS SHALL BEAR BELOW FROST LINE. CONS
GENERAL STRUCTURAL NOTES
ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/
BUILDER TO VERIFY CORROSION-RESISTANCE COMPATIB
{\LBASEMENT FOUNDATION}
CONCRETE DESIGN BASED ON ACI 332/318. CONCRETE
ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT H
\A1;FASTEN SILL PLATES TO FOUNDATION WALLS WITH
BASEMENT WALLS SHALL BE BRACED, PRIOR TO BACKFI
{\LBASEMENT FOUNDATION}
FOOTINGS AND SLABS ON GRADE SHALL BEAR ON VIRGI
\A1;BASEMENT FOUNDATION WALL DESIGN BASED ON 8'
\A1;TYPICAL REINFORCEMENT DETAILS: LAP ALL REBA
\A1;ALL FOUNDATION WALL OPENINGS SHALL HAVE (2)
ALL FOOTINGS SHALL BEAR BELOW FROST LIN
\A1;PROVIDE CONTROL JOINTS AT ALL INSID
GENERAL STRUCTURAL NOTES
ALL LUMBER EXPOSED TO WEATHER OR IN CON
BUILDER TO VERIFY CORROSION-RESISTANCE
{\LSLAB FOUNDATION}
CONCRETE DESIGN BASED ON ACI 318. CONC
ALL CONCRETE EXPOSED TO THE WEATHER SHA
\A1;FASTEN SILL PLATES TO FOUNDATION WA
{\LSLAB FOUNDATION}
FOOTINGS AND SLABS ON GRADE SHALL BEAR
"PULTE CENTRAL ZONE" - MARCH 2013
"PULTE MIDWEST ZONE" - MARCH 2019
MEANS & METHODS NOTES
\pxl1,r0.375,qj;THE STRUCTURE IS DESIGNED TO BE SELF SUPPO
\pxl1,qj,t0;STRUCTURAL DESIGN AND SPECIFICATIONS ASSUME TH
\A1;PROVIDE CONTROL JOINTS AT ALL INSIDE CORNER
\A1;FOR 4 PLY
\A1;FLOOR SHEATHING SH
{\LFLOOR FRAMING}
{\LFLOOR FRAMING}
ALL FLUSH CONNECTIONS
ALL METAL HANGERS SHAL
2x JOISTS HAVE BEEN D
2x JOISTS SHALL BE HE
I-JOISTS SHALL BE DESI
I-JOIST SHOP DRAWINGS
PER THE GUIDELINES OF
\A1;3{\H0.7x;\S1#2;}" CONC. SLAB ON 6
\A1;3{\H0.7x;\S1#2;}" CONC. SLAB ON 9
\A1;3{\H0.7x;\S1#2;}" CONC. SLAB ON 9
{\LBASEMENT SLAB}
{\LBASEMENT SLAB}
{\LGARAGE SLAB}
{\LGARAGE SLAB}
{\LPORCH SLAB}
{\LPORCH SLAB}
\A1;3{\H0.7x;\S1#2;}" CONC. SLAB ON 6
{\LSLAB FOUNDATION}
{\LSLAB FOUNDATION}
{\Farchquik|c0;"ASD CAPACITIES" SHALL MEET OR E
{\Farchquik|c0;"ASD CAPACITIES" SHALL MEET OR E
(c) C
1900 Golf Road - Suite 300
Schaumburg, Illinois 60173
Midwest Zone Office
04/
JGF
Single Family
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ALLISON II
2377.300
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3.1
03/2
STRU
3.2
08/2
2 EL
3.3
12/0
STRU
4.0
05/1
PCR
PROD
INIT
DATE
REV# DATE
PROJ
SHEE
PLAN
SPEC
NPC
3.0
12/0
PCR
4.1
01/0
ARCH
S-0
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STRUCTURAL NOTES - IN
04/08/21