HomeMy WebLinkAboutENGINEERED PLANS - 21-00762 - 646 Hillside Dr - New SFRDE
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G-101
PLN# 21-05-026
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THE LOCATION SPECIFIED. IF
LOCATION CHANGES
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INDEX OF SHEETS
G-101
A-101
S-101
S-201
S-202
S-301
S-302
S-303
S-401
R-101
COVER SHEET
ELEVATIONS
FOUNDATION
FLOOR FRAMING
FLOOR FRAMING
WALL FRAMING
WALL FRAMING
WALL FRAMING
ROOF FRAMING
DETAILS
LOCATION: REXBURG, ID
ROOF SNOW: 35 PSF
GROUND SNOW: 50 PSF
WIND SPEED: 115 MPH
EXPOSURE: C
FROST DEPTH: 36 IN
SEISMIC: D1
Ss 0.377
S1 0.145
SDS 0.377
SD1 0.223
REGULATION: IRC 2018
ARCHITECTURAL PLANS PROVIDED BY:
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SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
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DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
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PLN# 21-05-026
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STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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2 RIGHT ELEVATIONRIGHT ELEVATIONRIGHT ELEVATIONRIGHT ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
4 LEFT ELEVATIONLEFT ELEVATIONLEFT ELEVATIONLEFT ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
1 FRONT ELEVATIONFRONT ELEVATIONFRONT ELEVATIONFRONT ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
3 REAR ELEVATIONREAR ELEVATIONREAR ELEVATIONREAR ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
ARCHITECTURAL PLANS PROVIDED BY:
OTHERSOTHERSOTHERSOTHERS
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
SUPPLEMENTAL TO ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
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PLN# 21-05-026
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0"
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3'
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1 2"
8'
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60
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2'
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22'-10"
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28'-0"
11'-10"
4'
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1 2"
12
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51
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25'-10"
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32
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26'-8"
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18'-1"10
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1 2"
1
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1
12'-11"12'-11"12'-11"12'-11"13'-4"13'-4"13'-4"13'-4"
11"11"11"11"10"10"10"10"
18'-10"18'-10"18'-10"18'-10"
21'-5"21'-5"21'-5"21'-5"5'-105'-105'-105'-10 1/2"1/2"1/2"1/2"3'-6"3'-6"3'-6"3'-6"16'-16'-16'-16'-1/2"1/2"1/2"1/2"
8'-5"8'-5"8'-5"8'-5"4'-6"4'-6"4'-6"4'-6"9'-11"9'-11"9'-11"9'-11"7'-3"7'-3"7'-3"7'-3"16'-9"16'-9"16'-9"16'-9"
F4F4F4F4
F4F4F4F4
F4F4F4F4
F4F4F4F4
F4F4F4F4
F4F4F4F4
F4F4F4F4
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F5F5F5F5 F5F5F5F5
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F8F8F8F8
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F8F8F8F8
F9F9F9F9
F9F9F9F9
F9F9F9F9
FW4FW4FW4FW4
FW4FW4FW4FW4
FW4FW4FW4FW4
FW
4
FW
4
FW
4
FW
4
FW
4
FW
4
FW
4
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4
FW
4
FW
4
FW
4
FW
4
FW5FW5FW5FW5
FW5FW5FW5FW5
FW5FW5FW5FW5
FW5FW5FW5FW5
FW5FW5FW5FW5
FW5FW5FW5FW5
FW
5
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5
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5
2"2"2"2"
FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE
IDIDIDID
F4
F5
F6
F8
F9
WIDTHWIDTHWIDTHWIDTH
18"
20"
24"
36"
24"
DEPTHDEPTHDEPTHDEPTH
10"
10"
10"
10"
10"
FOOTING TYPEFOOTING TYPEFOOTING TYPEFOOTING TYPE
CONTINUOUS FOOTING
CONTINUOUS FOOTING
CONTINUOUS FOOTING
CONTINUOUS FOOTING
24” X 24” X 10” SPREAD FOOTER
FOOTING REBARFOOTING REBARFOOTING REBARFOOTING REBAR
(2) #4 BAR CONT.
(2) #4 BAR CONT.
(3) #4 BAR CONT.
(3) #4 BAR CONT. #4 CROSS BARS @ 18” O.C.
(3) #4 BOTH WAYS
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
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---
---
8" SONOTUBE (2) #4 BAR
SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES
SYMSYMSYMSYM
1
IDIDIDID
1
####
3
TYPETYPETYPETYPE
ABU88Z
FOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLS
WALL IDWALL IDWALL IDWALL ID
FW4
FW5
THICKTHICKTHICKTHICK
8"
8"
HEIGHTHEIGHTHEIGHTHEIGHT
14'8"
24'
VERT BARVERT BARVERT BARVERT BAR
#4
#4
VERT SPACINGVERT SPACINGVERT SPACINGVERT SPACING
16" O.C.
16" O.C.
HORIZ BARHORIZ BARHORIZ BARHORIZ BAR
#4
#4
HORIZ SPACINGHORIZ SPACINGHORIZ SPACINGHORIZ SPACING
16" O.C.
16" O.C.
BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"
(2)
(2)
J-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZE
5/8" W/7" EMBED
5/8" W/7" EMBED
J-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACING
24" O.C.
24" O.C.
LINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULE
IDIDIDID
L1
L2
L3
L4
LINTEL TYPELINTEL TYPELINTEL TYPELINTEL TYPE
(2) #4 BARS TOP & BOTTOM
(2) #4 BARS TOP & (2) #4 BOTTOM w/ #3 STIRRUPS @ 8" O.C.
(2) #4 BARS TOP & (2) #5 BOTTOM w/ #3 STIRRUPS @ 12" O.C.
(2) #5 BARS TOP & (2) #6 BOTTOM w/ #3 STIRRUPS @ 12" O.C.
3 FOUNDATION PLANFOUNDATION PLANFOUNDATION PLANFOUNDATION PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:
1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, REBAR SPACING, & J-BOLT/ ANCHOR LOCATIONS.
2. PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION
3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. ALL FOOTINGS TO BEAR ON APPROVED STRUCTURAL FILL OR UNDISTURBED SOIL.
4. FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING CAPACITY OF 1500 PSF. IF CONTRACTORS ENCOUNTER EXPANSIVE SOILS OR OTHER PROBLEMS,
THE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO POURING FOOTINGS IN THAT AREA.
5. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2500 PSI USED IN DESIGN,
THEREFORE NO SPECIAL INSPECTIONS.
6. LAP REBAR SPLICES 30 BAR DIAMETERS U.N.O.
7. REINFORCING STEEL SHALL BE GRADE 60 FOR #4 BAR & LARGER BUT MAY BE GRADE 40 FOR #3 AND SMALLER BARS.
8. DAMP PROOFING PER 2012 IBC SECTION 403.2
9. CRAWL SPACE VENTALATION @ 1:150 RATIO & PLACE (1) VENT WITHIN 3' OF EACH CORNER.
10. 18" X 24" MINIMUM CRAWLSPACE ACCESS HOLE.
11. THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED D IRECTLY ON THE GROUND SHALL NOT BE LESS THAN 3.5" (98 MM). A6-MIL (0.006 INCH; 0.15 MM)
POLYETHYLENE VAPOR RETARDER. CONTROL JOINTS @ 25' O.C. MAX EA. DIR. OR CENTERED PER OWNER PREFERENCE.
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ALL EXTERIORALL EXTERIORALL EXTERIORALL EXTERIOR
WALLS/FOUNDATION WALLS TOWALLS/FOUNDATION WALLS TOWALLS/FOUNDATION WALLS TOWALLS/FOUNDATION WALLS TO
BE LOGIX ICF 8" COREBE LOGIX ICF 8" COREBE LOGIX ICF 8" COREBE LOGIX ICF 8" CORE
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(2) (2) (2) (2) 1 3/4"1 3/4"1 3/4"1 3/4" X X X X 11 7/8"11 7/8"11 7/8"11 7/8" LVLLVLLVLLVL
1 3/4"1 3/4"1 3/4"1 3/4" X X X X 11 7/8"11 7/8"11 7/8"11 7/8" LVLLVLLVLLVL
(2) (2) (2) (2) 2"2"2"2" X X X X 8"8"8"8" SPF #1SPF #1SPF #1SPF #1
(2) (2) (2) (2) 1 3/4"1 3/4"1 3/4"1 3/4" X X X X 11 7/8"11 7/8"11 7/8"11 7/8" LVLLVLLVLLVL
(2) (2) (2) (2) 1 3/4"1 3/4"1 3/4"1 3/4" X X X X 11 7/8"11 7/8"11 7/8"11 7/8" LVLLVLLVLLVL
SIMPSON MIU3.56/11SIMPSON MIU3.56/11SIMPSON MIU3.56/11SIMPSON MIU3.56/11SIMPSON SIMPSON SIMPSON SIMPSON HHUS410HHUS410HHUS410HHUS410
(2) (2) (2) (2) 1 3/4"1 3/4"1 3/4"1 3/4" X X X X 11 7/8"11 7/8"11 7/8"11 7/8" LVLLVLLVLLVL
1 3/4"1 3/4"1 3/4"1 3/4" X X X X 11 7/8"11 7/8"11 7/8"11 7/8" LVLLVLLVLLVL w/ ICFVL w/ w/ ICFVL w/ w/ ICFVL w/ w/ ICFVL w/
ICFVL-CW @ 48" O.C. (TYP)ICFVL-CW @ 48" O.C. (TYP)ICFVL-CW @ 48" O.C. (TYP)ICFVL-CW @ 48" O.C. (TYP)
ICFVL w/ ICFVL-CWICFVL w/ ICFVL-CWICFVL w/ ICFVL-CWICFVL w/ ICFVL-CW HANGER HERE HANGER HERE HANGER HERE HANGER HERE
ICFVL w/ ICFVL-CWICFVL w/ ICFVL-CWICFVL w/ ICFVL-CWICFVL w/ ICFVL-CW HANGER HERE HANGER HERE HANGER HERE HANGER HERE
2"2"2"2" X X X X 10"10"10"10" SPF#2 SPF#2 SPF#2 SPF#2 w/ ICFVL w/w/ ICFVL w/w/ ICFVL w/w/ ICFVL w/
ICFVL-W @ 48" O.C. (TYP)ICFVL-W @ 48" O.C. (TYP)ICFVL-W @ 48" O.C. (TYP)ICFVL-W @ 48" O.C. (TYP)
2X10 @ 16" O.C. w/ LUS28 HANGERS2X10 @ 16" O.C. w/ LUS28 HANGERS2X10 @ 16" O.C. w/ LUS28 HANGERS2X10 @ 16" O.C. w/ LUS28 HANGERS
(4)2X12 SPF #2 OR BETTER(4)2X12 SPF #2 OR BETTER(4)2X12 SPF #2 OR BETTER(4)2X12 SPF #2 OR BETTER
OR 3-1/8x12 24F-V4 GLBOR 3-1/8x12 24F-V4 GLBOR 3-1/8x12 24F-V4 GLBOR 3-1/8x12 24F-V4 GLB w/ w/ w/ w/
3" NOTCH MINIMUM3" NOTCH MINIMUM3" NOTCH MINIMUM3" NOTCH MINIMUM
11-7/8 TJI 210 @ 16" O.C. w/ SIMPSON ITS HANGERS11-7/8 TJI 210 @ 16" O.C. w/ SIMPSON ITS HANGERS11-7/8 TJI 210 @ 16" O.C. w/ SIMPSON ITS HANGERS11-7/8 TJI 210 @ 16" O.C. w/ SIMPSON ITS HANGERS
OVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BL OCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BL OCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BL OCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BL OCKING
THROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INSTALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INSTALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INSTALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INSTALL PER
MANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANK
NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)
3 FIRST FLOOR FRAMINGFIRST FLOOR FRAMINGFIRST FLOOR FRAMINGFIRST FLOOR FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"ARCHITECTURAL PLANS PROVIDED BY:
OTHERSOTHERSOTHERSOTHERS
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
SUPPLEMENTAL TO ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
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2668
30
6
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30
6
8
26
6
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40
6
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4068
30
6
8
4'
-
0
"
3'
-
5
"
32
'
-
0
"
3'-7"18'-5"2'-0"
3'-91 2 "18'-5"3'-91 2"
3'-51 2 "7'-0"4'-61 2"
11 1 2"
3'-0"4'-11 2 "4'-4"
3'-0"3'-0"3'-0"3'-0"
3'
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4'
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3'
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4'
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9'
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1 2"
4'
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9'
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4'
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3'-3"15'-6"
1'
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7
"
3'
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5
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4'-10"3'-0"3'-0"
14'-8"
4'
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0
1 2"
7'
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9
1 2"
3'
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1
0
"
13'-0"4'-0"
13'-3"4'-0"
3'
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3
"
13'-11 4 "
6'-6"
9'-0"
8'-11"
4'
-
3
5
8"
10
'
-
1
1
1 2"
9'-10"
4'
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"
8'-2"
17'-10"
15
'
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0
"
3'
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1
1
1 2"
4'
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3
3
4"
4'-5"
8'
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60
'
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15'-0"
11
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18'-11"15'-0"
22'-0"
8'
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28'-0"
12
'
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26'-0"
6'
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0
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22'-11"
24'-0"
26'-0"
31
'
-
1
1
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7'
-
0
"
F ROV
50
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6"
30
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3680
Power Meter and
Breaker Panel
3'
-
5
"
30
6
8
1'
-
4
1 2"
2'
-
3
1 2"
2'
-
0
"
5'
-
1
7
8"
7'
-
0
1 2"
1
2
4
5
3
9
8
A
A
A
A
A
DC
B
E E
F
G
F
H
G
I
L K
J
L1L1L1L1 L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1 L1L1L1L1
L1L1L1L1
L1L1L1L1 L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1L1L1L1L1
L3L3L3L3
L2L2L2L2
L4L4L4L4
L4L4L4L4
C10C10C10C10
C10C10C10C10
C10C10C10C10
2x12 @ 16" O.C. w/ LUS210 OR 11-7/82x12 @ 16" O.C. w/ LUS210 OR 11-7/82x12 @ 16" O.C. w/ LUS210 OR 11-7/82x12 @ 16" O.C. w/ LUS210 OR 11-7/8
TJI 210 @ 16"O.C. w/ ITS HANGERSTJI 210 @ 16"O.C. w/ ITS HANGERSTJI 210 @ 16"O.C. w/ ITS HANGERSTJI 210 @ 16"O.C. w/ ITS HANGERS
PROVIDE SQUASH BLOCKINGPROVIDE SQUASH BLOCKINGPROVIDE SQUASH BLOCKINGPROVIDE SQUASH BLOCKING
THROUGH FLOOR WHERE BEARINGTHROUGH FLOOR WHERE BEARINGTHROUGH FLOOR WHERE BEARINGTHROUGH FLOOR WHERE BEARING
IS REQUIRED ABOVE. INSTALL PERIS REQUIRED ABOVE. INSTALL PERIS REQUIRED ABOVE. INSTALL PERIS REQUIRED ABOVE. INSTALL PER
MANUFACTURER'S SPEC. 3/4" T&GMANUFACTURER'S SPEC. 3/4" T&GMANUFACTURER'S SPEC. 3/4" T&GMANUFACTURER'S SPEC. 3/4" T&G
OSB w/ GLUE AND 10d RING SHANKOSB w/ GLUE AND 10d RING SHANKOSB w/ GLUE AND 10d RING SHANKOSB w/ GLUE AND 10d RING SHANK
NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)
3 SECOND FLOOR FRAMINGSECOND FLOOR FRAMINGSECOND FLOOR FRAMINGSECOND FLOOR FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"ARCHITECTURAL PLANS PROVIDED BY:
OTHERSOTHERSOTHERSOTHERS
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
SUPPLEMENTAL TO ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
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STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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22'-0"
7'-73 4"4'-41 4 "
60
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15
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2
7
8"
4'
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12
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8"
3'
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16
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13
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1 8"
7'-0"
10
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8'-2"19'-61 2 "
9'
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3
1 2"
3'
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5
3
4"
11
'
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6
1 4"
4'-0"13'-10"
7'-91 8 "2'-27 8 "
10'-0"4'-3"
5'-0"
10'-31 2 "12'-81 2 "8'-0"
3'
-
8
1 8"
3068
3068
30
6
8
2868
3068
2668
2
6
6
8
28
6
8
4068
3'-3"
2'-0"4'-0"1'-10"3'-5"4'-0"5'-0"
1'
-
7
"
6068
WH WH FN
DW
4'
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3'-0"4'-0"3'-0"
40
6
8
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Unfinished Storage Room
Mechanical
Trex Deck
67
N
N
N
O
NPN
QR
L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1L1L1L1L1L1L1L1L1L3L3L3L3
L3L3L3L3
H7H7H7H7
H7H7H7H7H7H7H7H7
H7H7H7H7
H7H7H7H7
C10C10C10C10
C10C10C10C10
C10C10C10C10
C1C1C1C1
C1C1C1C1C1C1C1C1
C1C1C1C1C1C1C1C1
C1C1C1C1
C1C1C1C1
C1C1C1C1
C1C1C1C1 C1C1C1C1
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H7
PLYPLYPLYPLY
2
SIZESIZESIZESIZE
2X8 SPF
NOTENOTENOTENOTE
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C10
MATERIALMATERIALMATERIALMATERIAL
(3) 2X4 SPF #2 OR BETTER
10X10 SPF #1 OR BETTER
LINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULE
IDIDIDID
L1
L2
L3
L4
LINTEL TYPELINTEL TYPELINTEL TYPELINTEL TYPE
(2) #4 BARS TOP & BOTTOM
(2) #4 BARS TOP & (2) #4 BOTTOM w/ #3 STIRRUPS @ 8" O.C.
(2) #4 BARS TOP & (2) #5 BOTTOM w/ #3 STIRRUPS @ 12" O.C.
(2) #5 BARS TOP & (2) #6 BOTTOM w/ #3 STIRRUPS @ 12" O.C.
4 BASEMENT LEVEL WALL FRAMINGBASEMENT LEVEL WALL FRAMINGBASEMENT LEVEL WALL FRAMINGBASEMENT LEVEL WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @ 16" O.C. U.N.O.
2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER.
3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENING.
4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL EDGES AND FIRE BLOCKING.
5. ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTS.
6. ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS OR COLUMNS IN LOWER FLOORS OR SOLID
BLOCKING. PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER AND LOWER.
7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS AS SPECIFIED IN MANUFACTURER DOCUMENTATION.
8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER AN APPROVED WALL/ROOFING MEMBRANE TO ENSURE MOISTURE PROTECTION
9. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN OR OTHER.
10. ALL STAIRS SHALL BE CONVENTIONAL IN CONSTRUCTION WITH A MAX RISE OF 7 3/4" AND A MINIMUM RUN OF 10".
11. PROVIDE GUARD RAILS @ 36" FROM NOSING, AND HANDRAILS AT THE SAME.
ARCHITECTURAL PLANS PROVIDED BY:
OTHERSOTHERSOTHERSOTHERS
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
SUPPLEMENTAL TO ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
ALL EXTERIORALL EXTERIORALL EXTERIORALL EXTERIOR
WALLS/FOUNDATION WALLS TOWALLS/FOUNDATION WALLS TOWALLS/FOUNDATION WALLS TOWALLS/FOUNDATION WALLS TO
BE LOGIX ICF 8" COREBE LOGIX ICF 8" COREBE LOGIX ICF 8" COREBE LOGIX ICF 8" CORE
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
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30
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6
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4068
30
6
8
4'
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0
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3'
-
5
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32
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-
0
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3'-7"18'-5"2'-0"
3'-91 2 "18'-5"3'-91 2"
3'-51 2 "7'-0"4'-61 2"
11 1 2"
3'-0"4'-11 2 "4'-4"
3'-0"3'-0"3'-0"3'-0"
3'
-
0
"
4'
-
0
"
3'
-
0
"
4'
-
0
"
9'
-
0
1 2"
4'
-
0
"
9'
-
0
"
4'
-
0
"
3'-3"15'-6"
1'
-
7
"
3'
-
5
"
4'-10"3'-0"3'-0"
14'-8"
4'
-
0
1 2"
7'
-
9
1 2"
3'
-
1
0
"
13'-0"4'-0"
13'-3"4'-0"
3'
-
3
"
13'-11 4 "
6'-6"
9'-0"
8'-11"
4'
-
3
5
8"
10
'
-
1
1
1 2"
9'-10"
4'
-
0
"
8'-2"
17'-10"
15
'
-
0
"
3'
-
1
1
1 2"
4'
-
3
3
4"
4'-5"
8'
-
0
"
60
'
-
0
"
15'-0"
11
'
-
0
"
18'-11"15'-0"
22'-0"
8'
-
0
"
28'-0"
12
'
-
0
"
26'-0"
6'
-
0
"
22'-11"
24'-0"
26'-0"
31
'
-
1
1
"
7'
-
0
"
FROV
50
6
8
6"
30
6
8
Po
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D
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40
6
8
Po
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3680
Power Meter and
Breaker Panel
3'
-
5
"
30
6
8
1'
-
4
1 2"
2'
-
3
1 2"
2'
-
0
"
5'
-
1
7
8"
7'
-
0
1 2"
1
2
4
5
3
9
8
A
A
A
A
A
DC
B
E E
F
G
F
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L1L1L1L1 L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1 L1L1L1L1
L1L1L1L1
L1L1L1L1 L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1
L1L1L1L1L1L1L1L1
L3L3L3L3
L2L2L2L2
L4L4L4L4
L4L4L4L4
C10C10C10C10
C10C10C10C10
C10C10C10C10
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C10
MATERIALMATERIALMATERIALMATERIAL
(3) 2X4 SPF #2 OR BETTER
10X10 SPF #1 OR BETTER
LINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULE
IDIDIDID
L1
L2
L3
L4
LINTEL TYPELINTEL TYPELINTEL TYPELINTEL TYPE
(2) #4 BARS TOP & BOTTOM
(2) #4 BARS TOP & (2) #4 BOTTOM w/ #3 STIRRUPS @ 8" O.C.
(2) #4 BARS TOP & (2) #5 BOTTOM w/ #3 STIRRUPS @ 12" O.C.
(2) #5 BARS TOP & (2) #6 BOTTOM w/ #3 STIRRUPS @ 12" O.C.
4 MAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @ 16" O.C. U.N.O.
2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER.
3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENING.
4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL EDGES AND FIRE BLOCKING.
5. ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTS.
6. ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS OR COLUMNS IN LOWER FLOORS OR SOLID
BLOCKING. PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER AND LOWER.
7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS AS SPECIFIED IN MANUFACTURER DOCUMENTATION.
8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER AN APPROVED WALL/ROOFING MEMBRANE TO ENSURE MOISTURE PROTECTION
9. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN OR OTHER.
10. ALL STAIRS SHALL BE CONVENTIONAL IN CONSTRUCTION WITH A MAX RISE OF 7 3/4" AND A MINIMUM RUN OF 10".
11. PROVIDE GUARD RAILS @ 36" FROM NOSING , AND HANDRAILS AT THE SAME.
ARCHITECTURAL PLANS PROVIDED BY:
OTHERSOTHERSOTHERSOTHERS
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
SUPPLEMENTAL TO ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
ALL EXTERIORALL EXTERIORALL EXTERIORALL EXTERIOR
WALLS/FOUNDATION WALLS TOWALLS/FOUNDATION WALLS TOWALLS/FOUNDATION WALLS TOWALLS/FOUNDATION WALLS TO
BE LOGIX ICF 8" COREBE LOGIX ICF 8" COREBE LOGIX ICF 8" COREBE LOGIX ICF 8" CORE
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S-303
PLN# 21-05-026
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STAMPED/ENGINEERED FOR
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REENGINEERING IS REQUIRED.
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26682668
2668 2668
20
'
-
0
"
50'-0"
3'
-
7
"
4'
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3
"
7'
-
0
3
4"
14'-13 4"20'-4"
Mini Split
M
M
L1L1L1L1
L1L1L1L1
MANUFACTURED BONUS TRUSSESMANUFACTURED BONUS TRUSSESMANUFACTURED BONUS TRUSSESMANUFACTURED BONUS TRUSSES
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C10
MATERIALMATERIALMATERIALMATERIAL
(3) 2X4 SPF #2 OR BETTER
10X10 SPF #1 OR BETTER
LINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULE
IDIDIDID
L1
L2
L3
L4
LINTEL TYPELINTEL TYPELINTEL TYPELINTEL TYPE
(2) #4 BARS TOP & BOTTOM
(2) #4 BARS TOP & (2) #4 BOTTOM w/ #3 STIRRUPS @ 8" O.C.
(2) #4 BARS TOP & (2) #5 BOTTOM w/ #3 STIRRUPS @ 12" O.C.
(2) #5 BARS TOP & (2) #6 BOTTOM w/ #3 STIRRUPS @ 12" O.C.
4 SECOND LEVEL WALL FRAMINGSECOND LEVEL WALL FRAMINGSECOND LEVEL WALL FRAMINGSECOND LEVEL WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @ 16" O.C. U.N.O.
2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER.
3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENING.
4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL EDGES AND FIRE BLOCKING.
5. ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTS.
6. ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS OR COLUMNS IN LOWER FLOORS OR SOLID
BLOCKING. PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER AND LOWER.
7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS AS SPECIFIED IN MANUFACTURER DOCUMENTATION.
8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER AN APPROVED WALL/ROOFING MEMBRANE TO ENSURE MOISTURE PROTECTION
9. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN OR OTHER.
10. ALL STAIRS SHALL BE CONVENTIONAL IN CONSTRUCTION WITH A MAX RISE OF 7 3/4" AND A MINIMUM RUN OF 10".
11. PROVIDE GUARD RAILS @ 36" FROM NOSING , AND HANDRAILS AT THE SAME.
ARCHITECTURAL PLANS PROVIDED BY:
OTHERSOTHERSOTHERSOTHERS
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
SUPPLEMENTAL TO ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
ALL EXTERIORALL EXTERIORALL EXTERIORALL EXTERIOR
WALLS/FOUNDATION WALLS TOWALLS/FOUNDATION WALLS TOWALLS/FOUNDATION WALLS TOWALLS/FOUNDATION WALLS TO
BE LOGIX ICF 8" COREBE LOGIX ICF 8" COREBE LOGIX ICF 8" COREBE LOGIX ICF 8" CORE
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M A N U F A C T U R E D T R U S S E S
M A N U F A C T U R E D T R U S S E S
M A N U F A C T U R E D T R U S S E S
MANUFACTURED BONUS TRUSSESMANUFACTURED BONUS TRUSSESMANUFACTURED BONUS TRUSSESMANUFACTURED BONUS TRUSSES
19'-919'-919'-919'-9 1/4"1/4"1/4"1/4"
MANUFACTURED TRUSSES
MANUFACTURED TRUSSES
MANUFACTURED TRUSSES
MANUFACTURED TRUSSES
2X10 @ 16" O.C. w/ SIMPSON2X10 @ 16" O.C. w/ SIMPSON2X10 @ 16" O.C. w/ SIMPSON2X10 @ 16" O.C. w/ SIMPSON
LUS28 HANGERSLUS28 HANGERSLUS28 HANGERSLUS28 HANGERS
BEAM POCKETBEAM POCKETBEAM POCKETBEAM POCKET
BEAM POCKETBEAM POCKETBEAM POCKETBEAM POCKET
NOTCH COLUMN,NOTCH COLUMN,NOTCH COLUMN,NOTCH COLUMN,
USE (4) 5/8"x4"USE (4) 5/8"x4"USE (4) 5/8"x4"USE (4) 5/8"x4"
NOTCH COLUMN,NOTCH COLUMN,NOTCH COLUMN,NOTCH COLUMN,
USE (4) 5/8"x4"USE (4) 5/8"x4"USE (4) 5/8"x4"USE (4) 5/8"x4"
NOTCH COLUMN,NOTCH COLUMN,NOTCH COLUMN,NOTCH COLUMN,
USE (4) 5/8"x6"USE (4) 5/8"x6"USE (4) 5/8"x6"USE (4) 5/8"x6"
LAGSLAGSLAGSLAGS
6"6"6"6" X X X X 8"8"8"8" D.F. #1D.F. #1D.F. #1D.F. #1 6"6"6"6" X X X X 8"8"8"8" D.F. #1D.F. #1D.F. #1D.F. #1
MANUFACTURED BONUS TRUSSESMANUFACTURED BONUS TRUSSESMANUFACTURED BONUS TRUSSESMANUFACTURED BONUS TRUSSES
2 ROOF LAYOUTROOF LAYOUTROOF LAYOUTROOF LAYOUT
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:
1. MANUFACTURED TRUSSES DESIGN PER
MANUFACTURER.
2. SIMPSON H1 TIES @ EA. TRUSS.
3. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES
PLY TO MATCH PLY OF GIRDER TRUSS.
4. PROVIDE ATTIC VENTILATION @ 1:150 OR LOCAL CODE.
5. 5/8 OSB DECKING 16 GAGE STAPLES 4/12 SPACING.
6. ICE /WATER BARRIER @ ALL EDGES, EVES, GABLES,
RIDGES & VALLEYS TO 24" OF INTERIOR DIMENSION.
7. #15 ROOFING FELT MINIMUM.
8. DRIP EDGE & SHINGLES/METAL PER OWNER/BUILDER.
9. FASCIA/SOFFIT TO MATCH SIDING.
ARCHITECTURAL PLANS PROVIDED BY:
OTHERSOTHERSOTHERSOTHERS
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
SUPPLEMENTAL TO ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
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KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - ROOF FINISH PER OWNER/BUILDER.
OVER MIN #15 ROOFING FELT.
2 - OSB SHEETING
3 - MIN 2' ICE & WATER SHIELD
4 - DRIP LEDGE
5 - SUB FACIA
6 - SOFFIT
7 - WALL FINISH PER OWNER/BUILDER
8 - OSB WALL SHEETING
9 - WATER RESISTANT BARRIER
1111
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14141414
13131313
CEILING OF NEXT LEVEL
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - 6'8" HEAD CLEARANCE ENTIRETY OF STAIRS
2 - HANDRAIL 36" VERTICALLY FROM STAIR
NOISING
3 - 7-3/4" MAX RISE
4 - 10" MIN RUN
5 - 2X CLEAT. PRESSURE TREATED IF FLOOR IS
CONCRETE
6 - DRY WALL
7 - LVL STRINGER
8 - SIMPSON SLOP ABLE HANGER
9- FLOOR FRAMING
10 - RIM BOARD
11 - LVL DROPPED TO MATCH STRINGERS
12 - FILLER BLOCK
13 - MAX 4" GAP
14 - 42" MIN GUARD RAIL
7
8
4
6
531212 4 91110
8
6
OPTION 1OPTION 1OPTION 1OPTION 1 OPTION 2OPTION 2OPTION 2OPTION 2
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER
2 - 2x8 (MIN) CONT BEARING PLATE.
3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS
MIN.
4 - ROOF SHEATHING
5 - 2x OVERBUILD FRAMING
6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER
7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE
CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.
8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF
OVER-BUILD).
9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C.
10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER.
11 - 2x6 (MIN) CONT BEARING PLATE.
12 - EDGE NAILING 8d NAILS AT 4" O.C.
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER
2 - 2x8 (MIN) CONT BEARING PLATE.
3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS
MIN.
4 - ROOF SHEATHING
5 - 2x OVERBUILD FRAMING
6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER
7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE
CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.
8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF
OVER-BUILD).
9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C.
10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER.
11 - 2x6 (MIN) CONT BEARING PLATE.
12 - EDGE NAILING 8d NAILS AT 4" O.C.
1
2
3
4
5
KEY NOTESKEY NOTESKEY NOTESKEY NOTES (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3)
1 - WINDOW WELL. MIN 36" CLEARANCE FROM
FOUNDATION WALL. 9 SQ. FT. MIN
2 - 44" MAX SILL HEIGHT ABOVE FINISHED FLOOR
3 - PERMANENT LADDER OR STEPS REQUIRED
WHEN DEPTH OF WINDOW WELL IS GREATER
THEN 44 INCHES
4 - EMERGENCY ESCAPE AND RESCUE OPENING
WITH SILL HEIGHT BELOW GRADE.
5 - 4" GRAVEL
1111
1111
7777
44444444
5555
3333
6666
2222
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - SUB FASCIA
2 - SIMPSON LUS HANGERS (TYP)
3 - 2x OUTLOOKERS @ 24" O.C.
4 - MANUFACTURED TRUSSES
5 - GABLE TRUSS
6 - SIMPSON H2.5A (TYP)
7 - STUD WALL
1
2
3
4
5
6
7
7
KEY NOTES:KEY NOTES:KEY NOTES:KEY NOTES:
1 - TIMBER COLUMN
2 - CONCRETE PIER ( SEE FND PLAN)
3 - ABU POST BASE
4 - DECK BEAM
5 - NOTCH COLUMN TO RECEIVE DECK BEAM
6 - (2) 5/8" LAG SCREWS W/3" MIN
PENETRATION
7 - (2) TIMBERLOK
1
1
2
3
3
4
5
5
KEY NOTES:KEY NOTES:KEY NOTES:KEY NOTES:
1 - TIMBER COLUMN
2 - DECK BEAM (SEE FLOOR FRAMING PLN)
3 - NOTCH COLUMN TO RECIEVE DECK BEAM
4 - (2) 5/8" LAG SCREWS W/3" MIN
PENETRATION
5 - (2) TIMBERLOK
1
2
3
5
6
7
8
5
7
10
9
9
11
4
KEYNOTESKEYNOTESKEYNOTESKEYNOTES ::::
1 - COLUMN (SEE WALL FRAMING PG FOR SIZE/TYPE)
2 - COLUMN TO PIER CONNECTION (SEE FND PLAN)
3 - CAP MATERIAL PER OWNER BUILDER
4 - CONCRETE PIER (SEE FND PLAN)
5 - PRESSURE TREATED FRAMING OR BLOCK CMU
6 - DURAROCK OR EQUAL ATTACHED TO FRAMING W/STAINLESS
STEEL SCREWS.
7 - MASONRY FINISH PER OWNER BUILDER
8 - FOOTING (SEE FND PLAN)
9 - MIN 3/4" GAP BETWEEN FRAMING, CMU, & CAP
TO COLUMN.
10 - CONCRETE FINISH.
11 - FLASHING NOTCHED INTO COLUMN
30" CLEAR30" CLEAR30" CLEAR30" CLEAR
HEIGHTHEIGHTHEIGHTHEIGHT
1111
2222
3333
4444
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES: IRC R807.1 IRC R807.1 IRC R807.1 IRC R807.1
1 - IF AREA OF 30" CLEARANCE IS 30 SQ FT OR MORE, AN ATTIC
ACCESS IS REQUIRED.
2 - AT CEILINGS, MINIMUM UNOBSTRUCTED HEAD ROOM IN THE
ATTIC SPACE SHALL BE 30" AT SOME POINT ABOVE THE
SPACE MEASURED VERTICALLY FROM THE BOTTOM OF THE
CEILING FRAMING MEMBERS.
3 - ROUGH OPENING MIN 22" X 30"
4 - SEE IRC SECTION M13051.3 FOR ACCESS REQUIREMENTS
WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTIC
2 301-ROOF EAVE301-ROOF EAVE301-ROOF EAVE301-ROOF EAVE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
3 401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
6 302-ROOF OVERBUILD302-ROOF OVERBUILD302-ROOF OVERBUILD302-ROOF OVERBUILD
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
7 107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
19 305-OUTLOOKERS305-OUTLOOKERS305-OUTLOOKERS305-OUTLOOKERS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
24 202-DECK BEAM TO COLUMN202-DECK BEAM TO COLUMN202-DECK BEAM TO COLUMN202-DECK BEAM TO COLUMN
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
25 203-UPPER DECK BEAM TO COLUMN203-UPPER DECK BEAM TO COLUMN203-UPPER DECK BEAM TO COLUMN203-UPPER DECK BEAM TO COLUMN
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
26 111-MASONRY TO CONC PIER111-MASONRY TO CONC PIER111-MASONRY TO CONC PIER111-MASONRY TO CONC PIER
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
27 309 ATTIC ACCESS309 ATTIC ACCESS309 ATTIC ACCESS309 ATTIC ACCESS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE