HomeMy WebLinkAboutPLANS REDLINE - 20-00557 - 1012 Cypress Loop - Price New SFRAuthor Name Author Email Author Phone No.:
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Description : RPRPNBK2040250 - Price - New SFRAddress : Record Type : New Single Family ResidenceDocument Filename : PRICE RESIDENCE FIXED.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report Approved
# 20-00557
Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments
A-101 Free text Larry Beesley : Building Open 3 tempored glass
A-101 Free text Larry Beesley : Building Open 3 Tempored glass R308.4.5
A-201 Free text Larry Beesley : Building Open 4 Tempored Glass R308.4.5
A-201 Free text Larry Beesley : Building Open 4 Roof Ventilation as per R806
A-201 Free text Larry Beesley : Building Open 4 Ground Surface to Slope away from Foundation a minimum of6" within first 10 ft.
A-201 Free text Larry Beesley : Building Open 4 Street NumberDisplayed on House
S-101 Free text Larry Beesley : Building Open 5 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12"Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6"
S-101 Free text Larry Beesley : Building Open 5 Radon Reduction System IRC Appendix F
S-101 Free text Larry Beesley : Building Open 5 Provide access openings through bearing walls
S-201 Free text Larry Beesley : Building Open 6 Crawl space access of 18" x 24" min. R408.3 (may differ if mechappliance is in crawl space M1305.1.1)
New Single Family Residence
This plan has been reviewed for code compliance.
Approval of plans does not constitute approval of variance from code
Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments
S-301 Free text Larry Beesley : Building Open 7 Crawl space access of 18" x 24" min. R408.3 (may differ if mechappliance is in crawl space M1305.1.1)
S-301 Free text Larry Beesley : Building Open 7 Attic Access 22"x30" minimum access where attic clear heightexceeds 30" (R807)
S-301 Free text Larry Beesley : Building Open 7 Door from Garage to House (1 3/8" solid wood or steel door,or 20 min. fire-rated door) R309.1
S-301 Free text Larry Beesley : Building Open 7 SD
S-301 Free text Larry Beesley : Building Open 7 SD
S-301 Free text Larry Beesley : Building Open 7 SDCO
S-301 Free text Larry Beesley : Building Open 7 SD SO
S-401 Free text Larry Beesley : Building Open 8 Roof Trusses (designed according to R802.10.1) 35 # Snow and90 mph winds (Local Conditions)
C-101 Free text Alan Parkinson : P&Z Open 2 12' of green space with swell from the black top to sidewalkand then a 5' city sidewalk are required from proeprty line toproperty line. See Engineering Standards, RR2 Typical Streetcross Section, for further details.
Approval of plans does not constitute approval of variance from code
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THESE PLANS ARE
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THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
INDEX OF SHEETS
G-101
C-101
A-101
A-201
S-101
S-201
S-301
S-401
R-101
COVER SHEET
SITE
MAIN FLOOR
ELEVATIONS
FOUNDATION
FLOOR FRAMING
WALL FRAMING
ROOF FRAMING
DETAILS
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
AREA
1,795.00
1,795.00 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
576.00
576.00 sq ft
LOCATION: REXBURG, IDAHO
SNOW LOAD: 50 PSF
WIND SPEED: 115 MPH
FROST DEPTH: 36 INCHES
SEISMIC: D1
REGULATION: IRC 2015
PRICE RESIDENCEPRICE RESIDENCEPRICE RESIDENCEPRICE RESIDENCE
1 6 8 '
1 6 8 '
1 6 8 '
1 6 8 '
61'61'61'61'
9
6'
9
6'
9
6'
9
6'
1 7 8 '1 7 8 '1 7 8 '1 7 8 '9
6'-
9
9
6
'-
9
9
6
'-
9
9
6'-
91/
8
"
1/
8
"
1/
8
"
1/
8
"
45' FRONT45' FRONT45' FRONT45' FRONT
SETBACKSETBACKSETBACKSETBACK
PINE BROOK ESTATESPINE BROOK ESTATESPINE BROOK ESTATESPINE BROOK ESTATES
DIVISION #2DIVISION #2DIVISION #2DIVISION #2
BLOCK 4 - LOT 25BLOCK 4 - LOT 25BLOCK 4 - LOT 25BLOCK 4 - LOT 25
NNNN
MADISONMADISONMADISONMADISON COUNTY COUNTY COUNTY COUNTY, IDAHO, IDAHO, IDAHO, IDAHO
CYPRESS LOOPCYPRESS LOOPCYPRESS LOOPCYPRESS LOOP
HOUSEHOUSEHOUSEHOUSE
DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAY
1 SITE PLANSITE PLANSITE PLANSITE PLAN
SCALE: SCALE: SCALE: SCALE: 1" = 20'1" = 20'1" = 20'1" = 20'
SITE PLAN NOTE:SITE PLAN NOTE:SITE PLAN NOTE:SITE PLAN NOTE:
1. SOUTH FORK DESIGN GROUP DOES NOT PROVIDE SURVEYING, CIVIL
ENGINEERING OR GEO TECHNICAL ENGINEERING. IT IS THE RESPONSIBILITY OF THE
OWNER/CONTRACTOR TO ACQUIRE THESE SERVICES IF APPLICABLE.
2. U.N.O. THE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLIC
RECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACT.
3. IT IS THE OWNERS/CONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARY
SURVEY DATA, INCLUDING TOPOGRAPHICAL INFORMATION
4. LOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE CONTRACTOR PRIOR TO
EXCAVATION
5. WHERE SEPTIC AND/OR FRESH WATER WELLS ARE NECESSARY, PERMITS AND
LOCATION SHOULD BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTION
(TYPICALLY HEALTH DEPT)
6. INDICATED LOCATIONS OF SEPTIC, WELL, AND/OR UTILITIES ARE ASSUMED OR
SUGGESTED AND SHOULD BE VERIFIED AND APPROVED BY THE OWNER/CONTRACTOR
AND THE AUTHORITY HAVING JURISDICTION
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12' of green space with swell from the black top to
sidewalk and then a 5' city sidewalk are required from
proeprty line to property line. See Engineering
Standards, RR2 Typical Street cross Section, for further
details.
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1
A
A
A
A
H F
C
D D
E
7
9
7
G BB
H
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4
2
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4
3
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3
5 2
6
4
F
WDR
52
'
52
'
52
'
52
'
55'55'55'55'
4
S-
2
0
1
4
S-
2
0
1
RECESS SHOWERRECESS SHOWERRECESS SHOWERRECESS SHOWER
INTO FLOORINTO FLOORINTO FLOORINTO FLOORMASTERMASTERMASTERMASTER
BATHBATHBATHBATH
W.I.C.W.I.C.W.I.C.W.I.C.
PANTRYPANTRYPANTRYPANTRY
BATHBATHBATHBATH
MUDMUDMUDMUD
GARAGEGARAGEGARAGEGARAGE
24'-0" x 24'-0"24'-0" x 24'-0"24'-0" x 24'-0"24'-0" x 24'-0"
MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM
14'-11" x 13'-4"14'-11" x 13'-4"14'-11" x 13'-4"14'-11" x 13'-4"
GUEST BEDROOMGUEST BEDROOMGUEST BEDROOMGUEST BEDROOM
12'-0" x 12'-10"12'-0" x 12'-10"12'-0" x 12'-10"12'-0" x 12'-10"
DININGDININGDININGDINING
9'-8" x 9'-10"9'-8" x 9'-10"9'-8" x 9'-10"9'-8" x 9'-10"
KITCHENKITCHENKITCHENKITCHEN
10'-5" x 17'-7"10'-5" x 17'-7"10'-5" x 17'-7"10'-5" x 17'-7"
LIVINGLIVINGLIVINGLIVING
16'-10" x 19'-5"16'-10" x 19'-5"16'-10" x 19'-5"16'-10" x 19'-5"
ENTRYENTRYENTRYENTRY
6'-3" x 8'-6"6'-3" x 8'-6"6'-3" x 8'-6"6'-3" x 8'-6"
DENDENDENDEN
12'-0" x 14'-2"12'-0" x 14'-2"12'-0" x 14'-2"12'-0" x 14'-2"
CLOSETCLOSETCLOSETCLOSET
8'-0" x 5'-0"8'-0" x 5'-0"8'-0" x 5'-0"8'-0" x 5'-0"
PORCHPORCHPORCHPORCH
15'-10" x 7'-11"15'-10" x 7'-11"15'-10" x 7'-11"15'-10" x 7'-11"
D
W
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
4
2
1
2
1
1
1
2
SIZE
W
2'
2'
3'
3'
4'
5'
5'
6'
HT
2'
5'
3'
5'
4'
5'
5'
5'
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
QTY
1
2
2
6
1
1
2
1
1
LOCATION
Interior
Interior
Interior
Interior
Interior
Interior
Exterior
Exterior
Exterior
FIRE RATING DOOR
W
2'
2'-8"
2'-10"
3'
4'
5'
3'
6'
18'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
8'
NOTES
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
AREA
1,795.00
1,795.00 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
576.00
576.00 sq ft
DECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGE
ID
CONCRETE DECK
AREA
209.33
209.33 sq ft
1 MAIN LEVEL PLANMAIN LEVEL PLANMAIN LEVEL PLANMAIN LEVEL PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
tempored
glass
Tempored glass
R308.4.5
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6
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DDDD DDDD
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9999
6
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CCCC
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HHHHFFFFBBBBGGGGBBBBHHHH
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AAAAAAAAAAAAAAAA
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"
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"
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"
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"
Tempored Glass
R308.4.5
Roof Ventilation as per
R806
Ground Surface to Slope away from Foundation
a minimum of 6" within first 10 ft.
Street Number
Displayed on
House
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E
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2
,
B
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4
,
L
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T
2
5
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
26'26'26'26'16'16'16'16'13'13'13'13'
55'55'55'55'
5'
-
4
"
5'-
4
"
5'-
4
"
5'
-
4
"
1'
-
8
"
1'
-
8
"
1'
-
8
"
1'
-
8
"
45
'
-
4
"
45
'
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45
'
-
4
"
45
'
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52
'
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52
'
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"
52
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52
'
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"
24
'
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4
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24
'
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24
'
-
4
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24
'
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28
'
28
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28
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28
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52
'
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4
"
52
'
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52
'
-
4
"
52
'
-
4
"
24'24'24'24'18'18'18'18'13'13'13'13'
55'55'55'55'
15
'
-
4
"
15
'
-
4
"
15
'
-
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"
15
'
-
4
"
9'9'9'9'
8'-
4
"
8'
-
4
"
8'
-
4
"
8'-
4
"
12'12'12'12'12'12'12'12'
10
'
10
'
10
'
10
'
10'10'10'10'8'8'8'8'
8'8'8'8'
2X WALL 5/8"2X WALL 5/8"2X WALL 5/8"2X WALL 5/8"
REDHEAD ANCHORSREDHEAD ANCHORSREDHEAD ANCHORSREDHEAD ANCHORS
@ 32" O.C.@ 32" O.C.@ 32" O.C.@ 32" O.C. (TYP) (TYP) (TYP) (TYP)
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1 FW1FW1FW1FW1 FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1 F1F1F1F1
F1F1F1F1 F1F1F1F1 F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
8" CONC. PORCH CAP8" CONC. PORCH CAP8" CONC. PORCH CAP8" CONC. PORCH CAP
#4 BARS @ 16" O.C.#4 BARS @ 16" O.C.#4 BARS @ 16" O.C.#4 BARS @ 16" O.C.
BOTH WAYSBOTH WAYSBOTH WAYSBOTH WAYS
8" CONC. PORCH CAP8" CONC. PORCH CAP8" CONC. PORCH CAP8" CONC. PORCH CAP
#4 BARS @ 16" O.C.#4 BARS @ 16" O.C.#4 BARS @ 16" O.C.#4 BARS @ 16" O.C.
BOTH WAYSBOTH WAYSBOTH WAYSBOTH WAYS
1111111111111111
2222
2222222222222222
4
S-
2
0
1
4
S-
2
0
1
FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE
IDIDIDID
F1
WIDTHWIDTHWIDTHWIDTH
16"
DEPTHDEPTHDEPTHDEPTH
8"
FOOTING TYPEFOOTING TYPEFOOTING TYPEFOOTING TYPE
CONTINUOUS FOOTING
FOOTING REBARFOOTING REBARFOOTING REBARFOOTING REBAR
(2) #4 BAR CONT.
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES
SYMSYMSYMSYM IDIDIDID
1
2
####
4
5
TYPETYPETYPETYPE
HDU5
STHD10RJ
FOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLS
WALL IDWALL IDWALL IDWALL ID
FW1
THICKTHICKTHICKTHICK
8"
HEIGHTHEIGHTHEIGHTHEIGHT
4'
VERT BARVERT BARVERT BARVERT BAR
#4
VERT SPACINGVERT SPACINGVERT SPACINGVERT SPACING
24" O.C.
HORIZ BARHORIZ BARHORIZ BARHORIZ BAR
#4
HORIZ SPACINGHORIZ SPACINGHORIZ SPACINGHORIZ SPACING
24" O.C.
BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"
(1)
J-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZE
5/8" W/7" EMBED
J-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACING
48" O.C.
4 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
DIRECTLY 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.Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top
12"
Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6"
Radon Reduction System IRC Appendix F
Provide access
openings through
bearing walls
DR
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S-201
PLN# 20-06-112
7/15/2020
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
11-7/8" TJI 210 @ 16" O.C.11-7/8" TJI 210 @ 16" O.C.11-7/8" TJI 210 @ 16" O.C.11-7/8" TJI 210 @ 16" O.C. WITH ITS HANGERS WITH ITS HANGERS WITH ITS HANGERS WITH ITS HANGERS
TO HANG FROM FOUNDATION WALLTO HANG FROM FOUNDATION WALLTO HANG FROM FOUNDATION WALLTO HANG FROM FOUNDATION WALL
PROVIDE SQUASH BLOCKING THROUGH FLOOR WHEREPROVIDE SQUASH BLOCKING THROUGH FLOOR WHEREPROVIDE SQUASH BLOCKING THROUGH FLOOR WHEREPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE
BEARING IS REQUIRED ABOVE. INSTALL PERBEARING IS REQUIRED ABOVE. INSTALL PERBEARING IS REQUIRED ABOVE. INSTALL PERBEARING IS REQUIRED ABOVE. INSTALL PER
MANUFACTURER'S SPEC.MANUFACTURER'S SPEC.MANUFACTURER'S SPEC.MANUFACTURER'S SPEC.
3/4" T&G OSB w/ GLUE AND 10d RING SHANK3/4" T&G OSB w/ GLUE AND 10d RING SHANK3/4" T&G OSB w/ GLUE AND 10d RING SHANK3/4" 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)
4
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2
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1
4
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2
0
1
9'
-
1
1
/
8
"
9'
-
1
1
/
8
"
9'
-
1
1
/
8
"
9'
-
1
1
/
8
"
MANUFACTURED TRUSSESMANUFACTURED TRUSSESMANUFACTURED TRUSSESMANUFACTURED TRUSSES
CRAWL SPACECRAWL SPACECRAWL SPACECRAWL SPACE
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"
4 SECTION ASECTION ASECTION ASECTION A
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
Crawl space access of 18" x 24" min. R408.3 (may
differ if mech appliance is in crawl space M1305.1.1)
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PLN# 20-06-112
7/15/2020
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
52
'
52
'
52
'
52
'
21
'
21
'
21
'
21
'
3'3'3'3'
3'
-
1
0
"
3'
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1
0
"
3'
-
1
0
"
3'
-
1
0
"
10
'
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3
"
10
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-
3
"
10
'
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3
"
10
'
-
3
"
13
'
-
1
1
"
13
'
-
1
1
"
13
'
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1
1
"
13
'
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1
1
"
5'
-
6
"
5'-
6
"
5'-
6
"
5'
-
6
"
5'
-
6
"
5'-
6
"
5'-
6
"
5'
-
6
"
5'
-
6
"
5'-
6
"
5'-
6
"
5'
-
6
"
4'
-
6
"
4'
-
6
"
4'
-
6
"
4'
-
6
"
1
1'
-
1
1
"
1'
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1
1
"
1'
-
1
1
"
1'
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1
1
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1'
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1
1
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1'-
1
1
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1'-
1
1
"
1'
-
1
1
"
55'55'55'55'
26'26'26'26'16'16'16'16'13'13'13'13'
8'8'8'8'7'-6"7'-6"7'-6"7'-6"5'5'5'5'5'-6"5'-6"5'-6"5'-6"16'16'16'16'6'-6"6'-6"6'-6"6'-6"6'-6"6'-6"6'-6"6'-6"
8'8'8'8'
52
'
52
'
52
'
52
'
7'7'7'7'
45
'
45
'
45
'
45
'
7'7'7'7'
15
'
15
'
15
'
15
'
5'
-
4
"
5'-
4
"
5'-
4
"
5'
-
4
"
9'9'9'9'
2'
-
3
"
2'-
3
"
2'-
3
"
2'
-
3
"
13
'
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5
"
13
'
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5
"
13
'
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5
"
13
'
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5
"
3'
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1
0
"
3'-
1
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3'-
1
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3'
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0
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5'
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2
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5'-
2
"
5'-
2
"
5'
-
2
"
55'55'55'55'
24'24'24'24'18'18'18'18'13'13'13'13'
11'-6"11'-6"11'-6"11'-6"6'-6"6'-6"6'-6"6'-6"
12'12'12'12'12'12'12'12'6'-6"6'-6"6'-6"6'-6"2'-10"2'-10"2'-10"2'-10"3'-8"3'-8"3'-8"3'-8"3'-10"3'-10"3'-10"3'-10"5'-4"5'-4"5'-4"5'-4"3'-10"3'-10"3'-10"3'-10"
A
A
A
A
H F
C
D D
E
7
9
7
G BB
H
8
4
4
2
4
4
3
4
3
5 2
6
4
15'-6"15'-6"15'-6"15'-6"10'-6"10'-6"10'-6"10'-6"
6'-2"6'-2"6'-2"6'-2"4'4'4'4'3'-103'-103'-103'-101/2"1/2"1/2"1/2"5'-9"5'-9"5'-9"5'-9"
6'
-
3
"
6'-
3
"
6'-
3
"
6'
-
3
"
7'
-
1
0
"
7'
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1
0
"
7'
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0
"
7'
-
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0
"
6'-66'-66'-66'-61/2"1/2"1/2"1/2"27'-8"27'-8"27'-8"27'-8"7'7'7'7'5'-45'-45'-45'-41/2"1/2"1/2"1/2"
19
'
-
6
19
'
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6
19
'
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6
19
'
-
6
1/
2
"
1/
2
"
1/
2
"
1/
2
"
8'8'8'8'
3'3'3'3'
5'
-
5'
-
5'
-
5'
-
1/
2
"
1/
2
"
1/
2
"
1/
2
"
16
'
-
6
"
16
'
-
6
"
16
'
-
6
"
16
'
-
6
"
8'-48'-48'-48'-41/2"1/2"1/2"1/2"
5'
-
9
"
5'
-
9
"
5'
-
9
"
5'
-
9
"
4
S-
2
0
1
4
S-
2
0
1
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
SW
2
SW
2
SW
2
SW
2
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
H3H3H3H3
H1H1H1H1H1H1H1H1
H1H1H1H1 H1H1H1H1
H1H1H1H1
H2H2H2H2
H2H2H2H2 H1H1H1H1H1H1H1H1
H1H1H1H1
H1H1H1H1H2H2H2H2
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
RECESS SHOWERRECESS SHOWERRECESS SHOWERRECESS SHOWER
INTO FLOORINTO FLOORINTO FLOORINTO FLOORMASTERMASTERMASTERMASTER
BATHBATHBATHBATH
W.I.C.W.I.C.W.I.C.W.I.C.
PANTRYPANTRYPANTRYPANTRY
BATHBATHBATHBATH
MUDMUDMUDMUD
GARAGEGARAGEGARAGEGARAGE
24'-0" x 24'-0"24'-0" x 24'-0"24'-0" x 24'-0"24'-0" x 24'-0"
MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM
14'-11" x 13'-4"14'-11" x 13'-4"14'-11" x 13'-4"14'-11" x 13'-4"
GUEST BEDROOMGUEST BEDROOMGUEST BEDROOMGUEST BEDROOM
12'-0" x 12'-10"12'-0" x 12'-10"12'-0" x 12'-10"12'-0" x 12'-10"
DININGDININGDININGDINING
9'-8" x 9'-10"9'-8" x 9'-10"9'-8" x 9'-10"9'-8" x 9'-10"
KITCHENKITCHENKITCHENKITCHEN
10'-5" x 17'-7"10'-5" x 17'-7"10'-5" x 17'-7"10'-5" x 17'-7"
LIVINGLIVINGLIVINGLIVING
16'-10" x 19'-5"16'-10" x 19'-5"16'-10" x 19'-5"16'-10" x 19'-5"
ENTRYENTRYENTRYENTRY
6'-3" x 8'-6"6'-3" x 8'-6"6'-3" x 8'-6"6'-3" x 8'-6"
DENDENDENDEN
12'-0" x 14'-2"12'-0" x 14'-2"12'-0" x 14'-2"12'-0" x 14'-2"
CLOSETCLOSETCLOSETCLOSET
8'-0" x 5'-0"8'-0" x 5'-0"8'-0" x 5'-0"8'-0" x 5'-0"
PORCHPORCHPORCHPORCH
15'-10" x 7'-11"15'-10" x 7'-11"15'-10" x 7'-11"15'-10" x 7'-11"
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H1
H2
H3
PLYPLYPLYPLY
2
2
2
SIZESIZESIZESIZE
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
NOTENOTENOTENOTE
SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE
IDIDIDID
SW2
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
TYPETYPETYPETYPE
7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD
NOTESNOTESNOTESNOTES
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
4
2
1
2
1
1
1
2
SIZE
W
2'
2'
3'
3'
4'
5'
5'
6'
HT
2'
5'
3'
5'
4'
5'
5'
5'
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
QTY
1
2
2
6
1
1
2
1
1
LOCATION
Interior
Interior
Interior
Interior
Interior
Interior
Exterior
Exterior
Exterior
FIRE RATING DOOR
W
2'
2'-8"
2'-10"
3'
4'
5'
3'
6'
18'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
8'
NOTES
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.
Crawl space access of 18" x 24" min. R408.3 (may differ
if mech appliance is in crawl space M1305.1.1)
Attic Access 22"x30" minimum access where
attic clear height exceeds 30" (R807)
Door from Garage to House (1
3/8" solid wood or steel door, or
20 min. fire-rated door) R309.1
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S-401
PLN# 20-06-112
7/15/2020
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STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
6/12 PITCH6/12 PITCH6/12 PITCH6/12 PITCH6/12 PITCH6/12 PITCH6/12 PITCH6/12 PITCH
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1
CANTILEVER TRUSSESCANTILEVER TRUSSESCANTILEVER TRUSSESCANTILEVER TRUSSES
(3) 2X8(3) 2X8(3) 2X8(3) 2X8
1 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.
Roof Trusses (designed according to R802.10.1) 35 # Snow
and 90 mph winds (Local Conditions)
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PLN# 20-06-112
7/15/2020
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THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Be
l
o
w
F
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o
s
t
6"
M
i
n
1
5
4
3
2
7
6
8
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - FOOTING, SEE PLAN AND SCHEDULE FOR
SIZE AND REINF.
2 - CONCRETE WALL
3 - CONCRETE SLAB
4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - WALL STUDS
6 - WALL SHEATHING
7 - REQ'D PANEL EDGE NAILING
8 - J-BOLTS SIZE/TYPE PER PLAN
6
6
6
6
1
48
1
7
2
13
3 4
5
3
132
4
5
EXTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT
WALL INTERSECTION
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - EDGE NAILING PER SHEAR WALL
SCHEDULE.
2 - WALL SHEATHING AS OCCURS.
3 - LOCATION OF STRAP AT END OF SHEAR
WALL, SEE PLAN FOR TYPE OF STRAP.
4 - FULL HEIGHT WOOD STUD TYP.
5 - 16d FACE NAIL AT 16" O.C.
6 - DISTANCE FROM CORNERS TO CENTER OF
STRAP EQUALS WIDTH OF WALL (MAX.)
7 - 16d FACE NAIL AT 6" O.C.
1
2
3
4
5
6
7
8
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
1111
2222
3333
4444
55556666
7777
88889999
10101010
11111111
12121212
CEILING OF NEXT LEVEL
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - 6'8" HEAD CLEARANCE ENTIRETY OF STAIRS
2 - HANDRAIL 36" 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 SLOPABLE HANGER
9- FLOOR FRAMING
10 - RIM BOARD
11 - LVL DROPPED TO MATCH STRINGERS
12 - FILLER BLOCK
1111
2222
3333 2222
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - FLOOR JOISTS PER MANUFACTURER (TYP)
2 - ACCESS TO BE LOCATED IN FLOOR
FRAMING OR FND WALL. ACCESS LOCATION
T.B.D. PER OWNER BUILDER.
3 - IF ACCESS IS BELOW GRADE AN AREA
WAY OF NO LESS THAN 16"X24" SHALL BE
PROVIDED AND IS TO BE BELOW THE
THRESHOLD OF THE ACCESS OPENING
7
8
4
6
531212 4 91110
8
6
OPTION 1 OPTION 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.
6
1
2
4
3
55
8
7
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - PONY WALL
2 - WALL SHEETING (SEE SWP SCHEDULE FOR
SIZING & FASTENING)
3 - FASTEN SHEATHING TO HEADER W/8d
COMMON OR GAL. BOX NAILS IN 3" GRID
PATTERN
4 - PORTAL HEADER (SEE HEADER SCHEDULE
FOR SIZE & TYPE)
5 - HOLD DOWNS (SEE FDN. PLAN)
6 - FLOOR FRAMING
7 - FOUNDATION WALL
8 - HEADER TO JACK-STUD STRAP PER TABLE
R602.10.6.4 ON BOTH SIDES OF OPENING
OPPOSITE SIDE OF SHEATHING
1 STUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
3 TYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
2 ROOF EAVEROOF EAVEROOF EAVEROOF EAVE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
4 TYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMING
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
5 CRAWL SPACE ACCESSCRAWL SPACE ACCESSCRAWL SPACE ACCESSCRAWL SPACE ACCESS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
7 ROOF OVERBUILDROOF OVERBUILDROOF OVERBUILDROOF OVERBUILD
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
6 PORTAL WALL FRAMEPORTAL WALL FRAMEPORTAL WALL FRAMEPORTAL WALL FRAME
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
GENERAL DETAILS:GENERAL DETAILS:GENERAL DETAILS:GENERAL DETAILS:
THESE DETAILS ARE PROVIDED FOR
THE BUILDERS CONVENIENCE, AND
ARE NOT NECESSARILY
APPLICABLE IN ALL BUILDINGS. IT IS
THE RESPONSIBILITY OF THE
BUILDER/CONTRACTOR TO CONTACT
THE ENGINEER OR DESIGNER FOR
CLARIFICATION OR ADDITIONAL
DETAILS IF NECESSARY.