HomeMy WebLinkAboutREDLINED STAMPED PLANS - 22-00141 - 521 Angela Dr - AdditionAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Description : 521 Angela Dr - Addition
Address : 521 Angela Dr
Application Type :
Document Filename : Versluys Eng & Stamped.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
G-101 Free text Larry Beesley : Building Open 1 You need to provide a site plane with all measurements to
make sure the addithin fits on the lot and meets all setbacks.
G-101 Free text Kyle Baldwin : P&Z Open 1 Please submit a 'to scale' Site Plan. Must include dimensions
from property lines to addition on all sides, sidewalks, and all
impervious surfaces (existing and proposed) Also include
street names.
According to my rough calculations you may have a problem
meeting 20' setback requirement along 5th West.
# 22-00141
Single Family - Addition
Report Date: 03.11.2022
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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G-101
PLN# 21-08-029
6/17/2021
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REENGINEERING IS REQUIRED.
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INDEX OF SHEETS
G-101
A-101
A-201
S-101
S-201
S-301
R-101
E-101
COVER SHEET
FLOOR PLANS
ELEVATIONS
FOUNDATION & FLOOR FRAMING
MAIN WALL FRAMING
ROOF FRAMING & SECTION
DETAILS
MEP MARKUP PLAN
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
SECOND FLOOR
AREA
956.60
956.60 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
1,020.00
1,020.00 sq ft
LOCATION: REXBURG, ID
SNOW LOAD: 50 PSF
WIND SPEED: 115 MPH
FROST DEPTH: 36"
SEISMIC: D1
REGULATION: IRC 2018VERSLUYS ADDITIONVERSLUYS ADDITIONVERSLUYS ADDITIONVERSLUYS ADDITION
Please submit a 'to scale' Site Plan. Must include dimensions from
property lines to addition on all sides, sidewalks, and all impervious
surfaces (existing and proposed) Also include street names.
According to my rough calculations you may have a problem meeting 20'
setback requirement along 5th West.
You need to provide a site plane with all
measurements to make sure the addithin fits on
the lot and meets all setbacks.
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A-101
PLN# 21-08-029
6/17/2021
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THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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3
UP
UP
UP
11
A
A
2
AA
2
2
2
34
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34
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34
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34
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30'30'30'30'
3
S-301
3
S-301
DEMOLISH EXISTINGDEMOLISH EXISTINGDEMOLISH EXISTINGDEMOLISH EXISTING
CMU WALLSCMU WALLSCMU WALLSCMU WALLS
ANGLED WALL, FOLLOWSANGLED WALL, FOLLOWSANGLED WALL, FOLLOWSANGLED WALL, FOLLOWS
PROFILE OF STAIRPROFILE OF STAIRPROFILE OF STAIRPROFILE OF STAIR CARRIAGE CARRIAGE CARRIAGE CARRIAGE
NEW STUDS TO EXISTING:NEW STUDS TO EXISTING:NEW STUDS TO EXISTING:NEW STUDS TO EXISTING:
ATTACH W/ LEDGERLOK @ATTACH W/ LEDGERLOK @ATTACH W/ LEDGERLOK @ATTACH W/ LEDGERLOK @
16" O.C.16" O.C.16" O.C.16" O.C.
EXISTING HOME,EXISTING HOME,EXISTING HOME,EXISTING HOME,
NONONONOT T T T SHOWNSHOWNSHOWNSHOWN IN IN IN IN
DETAILDETAILDETAILDETAIL
2-CAR GARAGE2-CAR GARAGE2-CAR GARAGE2-CAR GARAGE
29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"
WORKSHOPWORKSHOPWORKSHOPWORKSHOP
29'-0" x 9'-6"29'-0" x 9'-6"29'-0" x 9'-6"29'-0" x 9'-6"
UP
UP
DO
W
N
CC
DB B
B
A
A
A
3
S-301
3
S-301
30'30'30'30'
34
'
34
'
34
'
34
'
EXISTING LIVINGEXISTING LIVINGEXISTING LIVINGEXISTING LIVING
ROOMROOMROOMROOM
EXISTINGEXISTINGEXISTINGEXISTING
DININGDININGDININGDINING ROOM ROOM ROOM ROOM
EXISTING EXISTING EXISTING EXISTING DECKDECKDECKDECK
LOFTLOFTLOFTLOFT
29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"
SUN ROOMSUN ROOMSUN ROOMSUN ROOM
29'-0" x 9'-8"29'-0" x 9'-8"29'-0" x 9'-8"29'-0" x 9'-8"
DEMOLISH DEMOLISH DEMOLISH DEMOLISH OPENINGOPENINGOPENINGOPENING
IN EXISTING WALLIN EXISTING WALLIN EXISTING WALLIN EXISTING WALL
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
TYPE
TBD
TBD
TBD
TBD
QTY
7
3
2
1
SIZE
W
4'
4'
6'
8'
HT
3'
6'
4'
6'
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
QTY
2
4
1
LOCATION
Exterior
Exterior
Interior
FIRE RATING DOOR
W
8'
3'
2'
HT
8'
7'
5'
NOTES
GARAGE DOOR
ACCESS HATCH
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"
2 SECOND FLOORSECOND FLOORSECOND FLOORSECOND FLOOR
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
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A-201
PLN# 21-08-029
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LOCATION CHANGES
REENGINEERING IS REQUIRED.
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CCCC
1111
CCCC
1111
5
12
5
12
EXISTING HOUSE,EXISTING HOUSE,EXISTING HOUSE,EXISTING HOUSE,
NOT SHOWN INNOT SHOWN INNOT SHOWN INNOT SHOWN IN
DETAILDETAILDETAILDETAIL
BBBB
EXISTING HOUSE,EXISTING HOUSE,EXISTING HOUSE,EXISTING HOUSE,
NOT SHOWN INNOT SHOWN INNOT SHOWN INNOT SHOWN IN
DETAILDETAILDETAILDETAIL
25'-7/16" ADDITION HEIGHT25'-7/16" ADDITION HEIGHT25'-7/16" ADDITION HEIGHT25'-7/16" ADDITION HEIGHT
BBBB DDDD BBBB
AAAAAAAA
2222
5
12
5
12
EXISTING HOUSE,EXISTING HOUSE,EXISTING HOUSE,EXISTING HOUSE,
NOT SHOWN INNOT SHOWN INNOT SHOWN INNOT SHOWN IN
DETAILDETAILDETAILDETAIL
AAAA
AAAA
AAAA
AAAA
AAAA
2222
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"
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6/17/2021
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30'30'30'30'
34
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34
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34
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34
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9'9'9'9'12'12'12'12'9'9'9'9'
30'30'30'30'
23'23'23'23'7'7'7'7'
10
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15
'
-
1
1
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15
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-
1
1
"
15
'
-
1
1
"
15
'
-
1
1
"
3'
-
1
0
"
3'
-
1
0
"
3'
-
1
0
"
3'
-
1
0
"
4'
4'4'4'
2'2'2'2'
8'
-
3
"
8'
-
3
"
8'
-
3
"
8'
-
3
"
15'15'15'15'
2'-22'-22'-22'-2 1/4"1/4"1/4"1/4"
4'-1"4'-1"4'-1"4'-1"5'-55'-55'-55'-5 1/2"1/2"1/2"1/2"3'-33'-33'-33'-3 1/4"1/4"1/4"1/4"
12" FOOTING: (2)12" FOOTING: (2)12" FOOTING: (2)12" FOOTING: (2)
#4 CONTINUOUS#4 CONTINUOUS#4 CONTINUOUS#4 CONTINUOUS
HORIZ. REBAR.HORIZ. REBAR.HORIZ. REBAR.HORIZ. REBAR.
DOWEL & EPOXYDOWEL & EPOXYDOWEL & EPOXYDOWEL & EPOXY
#4 HORIZ. REBAR#4 HORIZ. REBAR#4 HORIZ. REBAR#4 HORIZ. REBAR
INTO EXISTINGINTO EXISTINGINTO EXISTINGINTO EXISTING
FOOTING @ 16" O.C.FOOTING @ 16" O.C.FOOTING @ 16" O.C.FOOTING @ 16" O.C.
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
F1F1F1F1
F1F1F1F1
F3F3F3F3
F9F9F9F9
F11F11F11F11
F1F1F1F1
F9F9F9F9
F9F9F9F9
F9F9F9F9
DOWEL & EPOXY HORIZ.DOWEL & EPOXY HORIZ.DOWEL & EPOXY HORIZ.DOWEL & EPOXY HORIZ.
REBAR REBAR REBAR REBAR FROM ADJACENTFROM ADJACENTFROM ADJACENTFROM ADJACENT
FOUNDATION WALL FOUNDATION WALL FOUNDATION WALL FOUNDATION WALL INTOINTOINTOINTO
EXISTING FOUNDATION W/EXISTING FOUNDATION W/EXISTING FOUNDATION W/EXISTING FOUNDATION W/
6" MIN. EMBED DEPTH6" MIN. EMBED DEPTH6" MIN. EMBED DEPTH6" MIN. EMBED DEPTH
DEMOLISH EXISTINGDEMOLISH EXISTINGDEMOLISH EXISTINGDEMOLISH EXISTING
CMU WALLSCMU WALLSCMU WALLSCMU WALLS
1111 1111 1111 1111 1111 1111
1111 1111
3
S-301
3
S-301
3
S-301
3
S-301
STEEL W18X35 STEEL W18X35 STEEL W18X35 STEEL W18X35 W/ 2XW/ 2XW/ 2XW/ 2X
NAILER NAILER NAILER NAILER BELOW FRAMINGBELOW FRAMINGBELOW FRAMINGBELOW FRAMING
(EXPOSED TO GARAGE),(EXPOSED TO GARAGE),(EXPOSED TO GARAGE),(EXPOSED TO GARAGE),
SEE DETAILSEE DETAILSEE DETAILSEE DETAIL
(2) 11-7/8" LVL(2) 11-7/8" LVL(2) 11-7/8" LVL(2) 11-7/8" LVL
ITSITSITSITS 3.56/11. 3.56/11. 3.56/11. 3.56/11.88888888
11-7/8" LVL11-7/8" LVL11-7/8" LVL11-7/8" LVL
(2) 11-7/8" LVL(2) 11-7/8" LVL(2) 11-7/8" LVL(2) 11-7/8" LVL
2X8 LEDGER W/ (2)2X8 LEDGER W/ (2)2X8 LEDGER W/ (2)2X8 LEDGER W/ (2)
LEDGERLOK @ 16" O.C.LEDGERLOK @ 16" O.C.LEDGERLOK @ 16" O.C.LEDGERLOK @ 16" O.C.
2X8 LEDGER W/ (2)2X8 LEDGER W/ (2)2X8 LEDGER W/ (2)2X8 LEDGER W/ (2)
LEDGERLOK @ 16" O.C.LEDGERLOK @ 16" O.C.LEDGERLOK @ 16" O.C.LEDGERLOK @ 16" O.C.
2X8 2X8 2X8 2X8 @ 16" O.C. W.@ 16" O.C. W.@ 16" O.C. W.@ 16" O.C. W.
LUS28 HANGERSLUS28 HANGERSLUS28 HANGERSLUS28 HANGERS
(2) 2X8 W/ LUS28-2 HANGERS(2) 2X8 W/ LUS28-2 HANGERS(2) 2X8 W/ LUS28-2 HANGERS(2) 2X8 W/ LUS28-2 HANGERS
TJI 210 @ 16" O.C. W/ IUS HANGERSTJI 210 @ 16" O.C. W/ IUS HANGERSTJI 210 @ 16" O.C. W/ IUS HANGERSTJI 210 @ 16" O.C. W/ IUS HANGERS
PROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING ISPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING ISPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING ISPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING IS
REQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSBREQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSBREQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSBREQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSB
w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)
BLOCK OUT
FOR STAIRS
FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE
IDIDIDID
F1
F3
F9
F11
WIDTHWIDTHWIDTHWIDTH
16"
18"
24"
36"
DEPTHDEPTHDEPTHDEPTH
8"
8"
10"
12"
FOOTING TYPEFOOTING TYPEFOOTING TYPEFOOTING TYPE
CONTINUOUS FOOTING
CONTINUOUS FOOTING
24” X 24” X 10” SPREAD FOOTER
36” X 36” X 12” SPREAD FOOTER
FOOTING REBARFOOTING REBARFOOTING REBARFOOTING REBAR
(2) #4 BAR CONT.
(2) #4 BAR CONT.
(3) #4 BOTH WAYS
(3) #4 BOTH WAYS
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
---
---
---
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.
SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES
SYMSYMSYMSYM IDIDIDID
1
2
####
8
4
TYPETYPETYPETYPE
HDU5
MSTA36
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"
5 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"
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.
DR
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S-201
PLN# 21-08-029
6/17/2021
10
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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9'9'9'9'6'6'6'6'6'6'6'6'9'9'9'9'
7'7'7'7'8'8'8'8'8'8'8'8'7'7'7'7'
3
UP
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UP
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30'30'30'30'
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17'17'17'17'13'13'13'13'
3
S-301
3
S-301
DEMOLISH EXISTINGDEMOLISH EXISTINGDEMOLISH EXISTINGDEMOLISH EXISTING
CMU WALLSCMU WALLSCMU WALLSCMU WALLS
C1C1C1C1
C5C5C5C5
C5C5C5C5 C4C4C4C4
C4C4C4C4
C1C1C1C1
ANGLED WALL, FOLLOWSANGLED WALL, FOLLOWSANGLED WALL, FOLLOWSANGLED WALL, FOLLOWS
PROFILE OF STAIRPROFILE OF STAIRPROFILE OF STAIRPROFILE OF STAIR CARRIAGE CARRIAGE CARRIAGE CARRIAGE
H1H1H1H1
H1H1H1H1
H7H7H7H7H7H7H7H7
H4H4H4H4H4H4H4H4
H7H7H7H7
C4C4C4C4
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
H1H1H1H1
NEW STUDS TO EXISTING:NEW STUDS TO EXISTING:NEW STUDS TO EXISTING:NEW STUDS TO EXISTING:
ATTACH W/ LEDGERLOK @ATTACH W/ LEDGERLOK @ATTACH W/ LEDGERLOK @ATTACH W/ LEDGERLOK @
16" O.C.16" O.C.16" O.C.16" O.C.
EXISTING HOME,EXISTING HOME,EXISTING HOME,EXISTING HOME,
NONONONOT T T T SHOWNSHOWNSHOWNSHOWN IN IN IN IN
DETAILDETAILDETAILDETAIL
2-CAR GARAGE2-CAR GARAGE2-CAR GARAGE2-CAR GARAGE
29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"
WORKSHOPWORKSHOPWORKSHOPWORKSHOP
29'-0" x 9'-6"29'-0" x 9'-6"29'-0" x 9'-6"29'-0" x 9'-6"
9'9'9'9'12'12'12'12'9'9'9'9'
5'
-
9
"
5'
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9
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5'
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9
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5'
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9
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4'
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3
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4'
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4'
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7'7'7'7'8'8'8'8'8'8'8'8'7'7'7'7'
4'
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12
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UP
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DB B
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S-301
3
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30'30'30'30'
34
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10
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EXISTING LIVINGEXISTING LIVINGEXISTING LIVINGEXISTING LIVING
ROOMROOMROOMROOM
EXISTINGEXISTINGEXISTINGEXISTING
DININGDININGDININGDINING ROOM ROOM ROOM ROOM
EXISTING EXISTING EXISTING EXISTING DECKDECKDECKDECK
LOFTLOFTLOFTLOFT
29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"
SUN ROOMSUN ROOMSUN ROOMSUN ROOM
29'-0" x 9'-8"29'-0" x 9'-8"29'-0" x 9'-8"29'-0" x 9'-8"
DEMOLISH DEMOLISH DEMOLISH DEMOLISH OPENINGOPENINGOPENINGOPENING
IN EXISTING WALLIN EXISTING WALLIN EXISTING WALLIN EXISTING WALL
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2 H1H1H1H1
H1H1H1H1H7H7H7H7
H1H1H1H1
H7H7H7H7
H7H7H7H7H7H7H7H7
H7H7H7H7
H7H7H7H7
H1H1H1H1H3H3H3H3
2222 2222
22222222
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H1
H3
H4
H7
PLYPLYPLYPLY
2
2
2
2
SIZESIZESIZESIZE
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
2X8 SPF
NOTENOTENOTENOTE
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C4
C5
MATERIALMATERIALMATERIALMATERIAL
(3) 2X4 SPF #2 OR BETTER
(3) 2X6 SPF #2 OR BETTER
(4) 2X6 SPF #2 OR BETTER
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
TYPE
TBD
TBD
TBD
TBD
QTY
7
3
2
1
SIZE
W
4'
4'
6'
8'
HT
3'
6'
4'
6'
NOTES
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
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
QTY
2
4
1
LOCATION
Exterior
Exterior
Interior
FIRE RATING DOOR
W
8'
3'
2'
HT
8'
7'
5'
NOTES
GARAGE DOOR
ACCESS HATCH
SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES
SYMSYMSYMSYM IDIDIDID
1
2
####
8
4
TYPETYPETYPETYPE
HDU5
MSTA36
3 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"
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 SEAL ED 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.
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PLN# 21-08-029
6/17/2021
10
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THESE PLANS ARE
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LOCATION CHANGES
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Co
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OVERBUILD TO TIE-INOVERBUILD TO TIE-INOVERBUILD TO TIE-INOVERBUILD TO TIE-IN
EXISTING ROOFLINEEXISTING ROOFLINEEXISTING ROOFLINEEXISTING ROOFLINE
SLOPE 5 IN 12 SLOPE 5 IN 12
6'
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0" GARAGE SLAB0" GARAGE SLAB0" GARAGE SLAB0" GARAGE SLAB
9'-1 1/8" TOP OF WALL9'-1 1/8" TOP OF WALL9'-1 1/8" TOP OF WALL9'-1 1/8" TOP OF WALL
10'-1 3/4" SECOND FLOOR10'-1 3/4" SECOND FLOOR10'-1 3/4" SECOND FLOOR10'-1 3/4" SECOND FLOOR
18'-2 7/8" TOP OF WALL18'-2 7/8" TOP OF WALL18'-2 7/8" TOP OF WALL18'-2 7/8" TOP OF WALL
25'-7/16" ADDITION HEIGHT25'-7/16" ADDITION HEIGHT25'-7/16" ADDITION HEIGHT25'-7/16" ADDITION HEIGHT
9'
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6'-0" +/-6'-0" +/-6'-0" +/-6'-0" +/-
BOTTOM PROFILE OFBOTTOM PROFILE OFBOTTOM PROFILE OFBOTTOM PROFILE OF
SLOPED WALL (BEHIND)SLOPED WALL (BEHIND)SLOPED WALL (BEHIND)SLOPED WALL (BEHIND)
9999 TREADS TREADS TREADS TREADS
10"10"10"10" RUN RUN RUN RUN
7 5/16"7 5/16"7 5/16"7 5/16" RISE RISE RISE RISE
(BUILDER TO FIELD VERIFY(BUILDER TO FIELD VERIFY(BUILDER TO FIELD VERIFY(BUILDER TO FIELD VERIFY
FINAL RISE AND RUN)FINAL RISE AND RUN)FINAL RISE AND RUN)FINAL RISE AND RUN)
6666 TREADS TREADS TREADS TREADS
10"10"10"10" RUN RUN RUN RUN
7 1/8"7 1/8"7 1/8"7 1/8" RISE RISE RISE RISE
(BUILDER TO FIELD VERIFY(BUILDER TO FIELD VERIFY(BUILDER TO FIELD VERIFY(BUILDER TO FIELD VERIFY
FINAL RISE AND RUN)FINAL RISE AND RUN)FINAL RISE AND RUN)FINAL RISE AND RUN)
5
12
5
12
MANUFACTUREDMANUFACTUREDMANUFACTUREDMANUFACTURED
TRUSSES BYTRUSSES BYTRUSSES BYTRUSSES BY
MANUFACTURERMANUFACTURERMANUFACTURERMANUFACTURER
LOFTLOFTLOFTLOFT
GARAGEGARAGEGARAGEGARAGESTAIRWELLSTAIRWELLSTAIRWELLSTAIRWELL
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"
3 SECTIONSECTIONSECTIONSECTION
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.
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R-101
PLN# 21-08-029
6/17/2021
10
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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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
2222
3333
4444
55556666
7777
88889999
10101010
11111111
12121212
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.
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KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - FOOTING, SEE FDN PLAN
2 - ALL SPLICES TO HAVE 40 BAR DIA.
OVERLAP
3 - CONCRETE WALL, SEE FDN PLAN
4 - ANCHOR BOLTS, SEE FDN PLAN
5 - SILL SEALER
6 - CONT. SILL PLATE AND ANCHOR BOLTS
7 - REQ'D PANEL EDGE NAILING
8 - SQUARE PLATE WASHERS
9 - STANDARD HOOK, 12 BAR DIA. WET SET
ACCEPTABLE. HOOK HORIZONTAL REBAR
2 ' O .C .
12
"
4"2
1
7018
3
5
4
7018
1/4" X 3"
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - STEEL WIDE FLANGE BEAM
2 - 1/4" STEEL STRAP EACH SIDE OF COLUMN
3 - HOLES FOR 5/8 THROUGH - BOLTS
4 - (2) 1/2" THREADED STUDS WELDED TO
TOP FLANGE @ 2' O.C.
5 - 2X NAILER(S) TO MATCH TOP FLANGE
1/4"
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
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
9 109-FOUNDATION WALL109-FOUNDATION WALL109-FOUNDATION WALL109-FOUNDATION WALL
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
11 701-STEEL W BEAM TO WOOD COLUMN701-STEEL W BEAM TO WOOD COLUMN701-STEEL W BEAM TO WOOD COLUMN701-STEEL W BEAM TO WOOD COLUMN
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
19 305-OUTLOOKERS305-OUTLOOKERS305-OUTLOOKERS305-OUTLOOKERS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
UP
UP
UP
EXISTING HOME,EXISTING HOME,EXISTING HOME,EXISTING HOME,
NONONONOT T T T SHOWNSHOWNSHOWNSHOWN IN IN IN IN
DETAILDETAILDETAILDETAIL
2-CAR GARAGE2-CAR GARAGE2-CAR GARAGE2-CAR GARAGE
29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"
WORKSHOPWORKSHOPWORKSHOPWORKSHOP
29'-0" x 9'-6"29'-0" x 9'-6"29'-0" x 9'-6"29'-0" x 9'-6"
UP
UP
DO
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EXISTING LIVINGEXISTING LIVINGEXISTING LIVINGEXISTING LIVING
ROOMROOMROOMROOM
EXISTINGEXISTINGEXISTINGEXISTING
DININGDININGDININGDINING ROOM ROOM ROOM ROOM
EXISTING EXISTING EXISTING EXISTING DECKDECKDECKDECK
LOFTLOFTLOFTLOFT
29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"
SUN ROOMSUN ROOMSUN ROOMSUN ROOM
29'-0" x 9'-8"29'-0" x 9'-8"29'-0" x 9'-8"29'-0" x 9'-8"
1 MAIN FLOOR MEPMAIN FLOOR MEPMAIN FLOOR MEPMAIN FLOOR MEP
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
2 SECOND FLOOR MEPSECOND FLOOR MEPSECOND FLOOR MEPSECOND FLOOR MEP
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
MEP DRAWING NOTE:
1. These drawings are provided for the Mechanical, Electrical, and Plumbing contractors to
make notations and changes according to the direction of the homeowner and general
contractor.
2. It is the responsibility of the individual contractors to ensure that all trade-specific design
is done according to the latest code standards and the homeowners preference
3. The trade contractors shall present all material and fixture selections for homeowner
approval prior to purchase and installation
4. If the installation of any pipes, ductwork, wires or other material require modification of
the specified structure, the general contractor shall contact the structural engineer or
designer to verify that such modification will not negatively effect the strength of the
effected structural element DR
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E-101
PLN# 21-08-029
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