HomeMy WebLinkAboutS000.1WOOD FRAME ENG
GENERAL STRUC
ALL HEADERS SH
\A1;FOR 2 & 3
PROVIDE SOLID
\A1;ROOF SHEATHING SHAL
\A1;{\Farchqui
{\LDESIGN PA
{\LGENERAL F
EXTERIOR & INT
ALL 2x8 AND LA
\A1;FASTEN 2x
\A1;LSL MEMBER
\A1;LVL MEMBER
ENGINEERED LUM
{\LROOF FRAMING}
{\LDESIGN PA
{\LGENERAL F
{\LROOF FRAMING}
ALL NON-BEARIN
\A1;ALL TYP. N
FASTEN EACH ROOF TRUSS
ALL METAL HANGERS SHALL
ROOF TRUSS SHOP DRAWING
ROOF TRUSS MANUFACTURER
"PULTE-MIDWEST ZO
\A1;ALL MEMBER
ALL EXTERIOR B
METAL HANGER
BEARING WALL ABOVE (B.W.A.)
AREA OF FLOOR SYSTEM DESIGNED
BEAM / HEADER
INTERIOR BEARING WALL
INTERIOR BRACED WALL PANEL
INDICATES POST ABOVE. PROVIDE
*
INDICATES HOLDOWN BELOW.
LEGEND
OR OSB SHEATHING
ALL FRAMING LU
SUPPORT SHORT SPAN ROO
THIS MODEL SHA
\A1;FASTEN STE
NAME
COLUMN SPECIFICATIONS
PIPE COLUMN & FOOTING SCHEDULE
PC 1
PC 2
PC 3
\A1;3" DIA. 11 GA / 3{\H0.7x;\S1#2;}" DIA. 11
\A1;3{\H0.7x;\S1#2;}" DIA. 11 GA. / 4"DIA. 11
PC 4
\A1;3" DIA. 11 GA / 3{\H0.7x;\S1#2;}" DIA. 11
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. 11
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 COLU
·
{\LNOTES:}
{\LNOTES:}
ALLOWABLE SOIL BEARING PRESSURE
\A1;\pxi-8,l1
\A1;4x4 P.T. P
\A1;*
\A1;*
\A1;*
\A1;*
\A1;*
\A1;*
{\LDESIGN IS B
\A1;\pxi-8,l1
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 360 SERIES
ESR-1153
iLEVEL TJI 560 SERIES
ESR-1153
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 A
\A1;THIS MODEL
\A1;\pxql;{\LOPTION A:}
SPAN\P(MAX)
3'-0"
2{\W1;0} FT. MAX
HEIGHT OF VENEER \PABO
VENEER LINTEL SCHEDULE
12 FT. MAX
6'-0"
20 FT. MAX
3 FT. MAX
12 FT. MAX
12 FT. MAX
\A1;L3"x3"x{\H0.7x
STEEL ANGLE SIZE
3 FT. MAX
\A1;L3"x3"x{\H0.7x
\A1;L4"x3"x{\H0.7x
\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{\H0.7
\A1;\A1;N/L7"A (x4"QUEEN) x{\H0.7
\A1;N/A (QUEEN)
\pxqc;{\LVENEER LINTEL
\A1;\pxql;{\LOPTION C:}
HEIGHT OF VENEER \PABOV
\A1;\pxql;{\LOPTION B:}
\A1;\pxql;{\LNOTE: IF L
\A1;\pxql;ALL LINTELS:
M&K STND. - MAY 2
\A1;L4"x4"x{\H0.7x
\A1;4'-0"
{\H0.7x;\S7#16;}" OSB OR {\H0
\pxi-4,l4;1. LATERAL ANALYSIS A
{\H0.7x;\S7#16;}" OSB OR {\H0
{\LNOTES:}
{\LNOTES:}
LATERAL BRACING NOTES
{\LSTANDARD EXTERIOR WALL SHEAT
{\LSTANDARD EXTERIOR WALL SHEAT
{\L3" o.c. EDGE NAILING}
{\L(WHERE NOTED ON PLANS)}
{\L3" o.c. EDGE NAILING}
\A1;FASTEN SHEATHING w/ 8d NAIL
\A1;ONLY AT LOCATIONS INDICATED
{\H0.7x;\S7#16;}" OSB OR {\H0
{\LBLOCKED PANEL EDGES}
{\L(WHERE NOTED ON PLANS)}
{\LBLOCKED PANEL EDGES}
\A1;ONLY AT LOCATIONS INDICATED
THIS MODEL HAS BEEN ENGINEERED
GENERAL STRUCTURAL NOT
WITHIN 48" OF ALL ROOF
ERECT AND INSTALL ROOF
"PULTE-M
ALL FOOTINGS SHALL BEAR BELOW FROST LINE. CONSU
GENERAL STRUCTURAL NOTES
ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ C
BUILDER TO VERIFY CORROSION-RESISTANCE COMPATIBI
{\LBASEMENT FOUNDATION}
CONCRETE DESIGN BASED ON ACI 332/318. CONCRETE S
ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HA
\A1;FASTEN SILL PLATES TO FOUNDATION WALLS WITH
BASEMENT WALLS SHALL BE BRACED, PRIOR TO BACKFIL
{\LBASEMENT FOUNDATION}
FOOTINGS AND SLABS ON GRADE SHALL BEAR ON VIRGIN
\A1;BASEMENT FOUNDATION WALL DESIGN BASED ON 8'
\A1;TYPICAL REINFORCEMENT DETAILS: LAP ALL REBAR
\A1;ALL FOUNDATION WALL OPENINGS SHALL HAVE (2)#
ALL FOOTINGS SHALL BEAR BELOW FROST LINE
\A1;PROVIDE CONTROL JOINTS AT ALL INSIDE
GENERAL STRUCTURAL NOTES
ALL LUMBER EXPOSED TO WEATHER OR IN CONT
BUILDER TO VERIFY CORROSION-RESISTANCE C
{\LSLAB FOUNDATION}
CONCRETE DESIGN BASED ON ACI 318. CONCR
ALL CONCRETE EXPOSED TO THE WEATHER SHAL
\A1;FASTEN SILL PLATES TO FOUNDATION WAL
{\LSLAB FOUNDATION}
FOOTINGS AND SLABS ON GRADE SHALL BEAR O
"PULTE CENTRAL ZONE" - MARCH 2013
"PULTE MIDWEST ZONE" - MARCH 2019
MEANS & METHODS NOTES
\pxl1,r0.375,qj;THE STRUCTURE IS DESIGNED TO BE SELF SUPPOR
\pxl1,qj,t0;STRUCTURAL DESIGN AND SPECIFICATIONS ASSUME THA
\A1;PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS
\A1;FOR 4 PLY
\A1;FLOOR SHEATHING SHA
{\LFLOOR FRAMING}
{\LFLOOR FRAMING}
ALL FLUSH CONNECTIONS S
ALL METAL HANGERS SHALL
2x JOISTS HAVE BEEN DES
2x JOISTS SHALL BE HEM-
I-JOISTS SHALL BE DESIG
I-JOIST SHOP DRAWINGS S
PER THE GUIDELINES OF T
\A1;3{\H0.7x;\S1#2;}" CONC. SLAB ON 6
\A1;3{\H0.7x;\S1#2;}" CONC. SLAB ON 95
\A1;3{\H0.7x;\S1#2;}" CONC. SLAB ON 95
{\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 EX
{\Farchquik|c0;"ASD CAPACITIES" SHALL MEET OR EX
(c) C
1900 Golf Road - Suite 300
Schaumburg, Illinois 60173
Midwest Zone Office
11/
JGF
.
.
.
.
.
.
.
.
.
PROD
INIT
DATE
REV# DATE
SHEE
NOTE:
Garage Left
----
Skyview
GARA
PLAN
SPEC
NPC
2056.300.00.CPM
4.0
12-0
RTP
4.1
01-0
IN 2
S-0
.
.
.
STRUCTURAL NOTES - IN
04/13/21