HomeMy WebLinkAboutFloorPlan_6.25.21UP UP
W/D
REF.DWUP 20’ − 0"20’ − 0"30’ − 0"1’ − 2"
B
C
1 2
10’ − 0"10’ − 0"2HVAC
COMPRESSOR NEW CONST TO
(E) GARAGE
(E) GARAGE
1.2 1.3 1.4 1.58’ − 5 1/4"8’ − 5 1/4"8’ − 8"2’ − 0"2’ − 0"
A
9’ − 0"2 3/4"2 3/4"
2 1 1
97’ − 6"7’ − 6"7’ − 6"7’ − 6"19’ − 1"5’−6 wall5’−6 wall
5’−6 wall5’−6 wall
5’ − 4"
ridge beam
10’ − 5"4’ − 6"7’ − 6"7’ − 7"6’ − 4"7’ − 4"6’ − 4"EXTERIOR DECKB
C
1 2
30’ − 0"43
8
5
7
7’ − 0"23’ − 0"5’ − 2"11’ − 8"7
86
5
4
6
hvac
hvac
1.2 1.3 1.4 1.5
A
3 3’ − 2"16’ − 9"
1’ − 4 1/2"1’ − 0"10’ − 10 1/2"
16’ − 8 3/4"6’ − 1 1/4"6’ − 8 1/2"5’ − 0"6’ − 5"3’ − 9 1/2"3’ − 7 1/2"6’ − 2"GROUNDING
ELECTRODE
PORTAL FRAME W/ HOLD−DOWNS PER IRC 2012 R602.10.6.2, W/ 5/8" ABOLTS MIN. 7" EMBED8"x16" FTG, TYP. W/
(2) ROWS #4 CONT.
4" CONCRETE SLAB
W/ #3 REBAR @ 24" O.C.
EA. WAY OVER 4" LAYER
3/4" MINUS BEDDING,
HOLD 4" FROM T.O.FDN.,
SLOPE TO DOORC1
3’−10" FDN, TYP.
FOUNDATION NOTES:
1. CONDITIONED CRAWL SPACE BY MECHANICAL CONTRACTOR.
2. ANY CONCRETE POURED AGAINST WOOD MUST BE SEPARATED
WITH GALVANIZED METAL FLASHING.
3. COORDINATE GARAGE DOOR BLOCKOUT DEPTH AND LOCATION
WITH MAIN FLOOR PLAN AND G.C.
B
C
1 2
2’ − 0"GARAGE DOOR BLOCKOUT16’ − 0"2’ − 0"20’ − 0"30’ − 0"C1C1C11’ − 2"
1.2 1.3 1.4 1.5
A
PIER FOOTING:
24"x24"x8"D
footing W/ (3) #4
EA. WAY, TYP. OF
(4)
PIER : 12"x12"x58"H
W/ #3 HOOPS @12" O.C.,
(2) #3 HOOPS AT THE TOP,
W/ (4) #4 VERT.,
TYP. OF (4)
20’ − 9"
BLK. OUT
3’ − 6"5’ − 9"20’ − 0"9’ − 0"2’ − 0"
2 3/4"
8’ − 5 1/4"8’ − 8"8’ − 5 1/4"
2 3/4"
2’ − 0"
HEADER SCHEDULE:
UNLESS NOTED OTHERWISE:
ALL HEADERS <4’−0" = (1) 1−3/4"x9−1/2" LVL or
(2) 2x10
(#2 GRADE LUMBER)
ALL HEADERS >4’−0" = (2) 1−3/4"x9−1/2" LVL or
(3) 2x10
(#2 GRADE LUMBER) W/ 2 TRIMMERS
UPPER FLOOR FRAMING NOTES:
1. UPPER FLOOR FRAMING, FLOOR TRUSSES AS
NOTED. COORDINATE TRUSS DESIGN WITH
MANUFACTURER.
2. PROVIDE CONT. BLOCKING AT ALL BEARING
WALLS AND CANTILEVER FLOOR FRAMING
LOCATIONS.
3. PROVIDE FULL BLOCKING BETWEEN BOTTOM OF
BEAMS AND WALL/FOUNDATION AT BEARING
LOCATIONS.
MECH. CHASE BUILT IN TRUSSES
B
C
1 2
@16" O.C.
5’ − 4"
ENGINEERED FLOOR TRUSSES AT 16" O.C.
30’ − 0"
3−1/2"x16" VLAM RIM
3−1/2"x16" VLAM RIM RIM TRUSS2x12 TREATED LEDGER
3−1/8"x12"
GLULAM
(−2")
OFF LAYOUT
FOR PLUMBING
DROPS
3−1/8"x16" GLULAM20’ − 0"1’ − 4"
1’ − 2"
1’ − 6"
1.2 1.3 1.4 1.5
A
REV:PROJECT NAME:ADDRESS:OWNER:LEGAL:A1.01
MAIN LEVEL
PLAN431 NORTH GRANDOBER RESIDENCE − GARAGE/ADU ADDITION
REVISED ROOFTRAVIS OBERLOT 5 & 6, BLOCK 7 OF BEALL’S 3RD ADDITION5−5−2021
C1
C2
PLAN NOTES:
1. ALL WALLS AT THE MAIN LEVEL ARE 9’−1 1/8" U.N.O. ALL WALLS AT THE UPPER
LEVEL ARE 8’−1 1/8" U.N.O.
2. ALL DIMENSIONS SHOWN ARE TO FACE OF FRAMING.
3. ALL WINDOWS TO BE TAPE SEALED AND FOAM FILLED SPACE BETWEEN WINDOW AND
FRAMING.
4. PROVIDE 1−1/2" GRIPPABLE HANDRAIL 34" ABOVE NOSING AT ALL STAIRS WITH FOUR
OR MORE RISERS. GUARD SHALL BE LOCATED ALONG OPEN−SIDED WALKING
SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS AND SHALL BE NOT LESS
THAN 36" IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING
SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. GUARDS
ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES
AND NOT MORE THAN 38 INCHES AS MEASURED VERTICALLY FROM A LINE
CONNECTING THE LEADING EDGES OF THE TREADS. THE TRIANGULAR OPENINGS AT
THE OPEN SIDE OF THE STAIR, FORMED BY THE RISE, TREAD, AND BOTTOM RAIL OF
A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE OF 6 INCHES. GUARDS TO BE
CONSTRUCTED TO RESIST 200# CONCENTRATED LOAD IN ANY DIRECTION AT THE
TOP RAIL.
5. ALL INTERIOR DOORS ARE TO BE CENTERED IN OPENINGS OR LOCATED AS
DIMENSIONED.
6. PROVIDE 1/2" TYPE X GYP BOARD AT ANY GARAGE/HOUSE COMMON WALLS AND 5/8"
TYPE X GYP AT CEILING AND UNDER STAIR.
7. ALL WINDOW HEAD HEIGHTS ARE AS NOTED, REFER TO WINDOW SCHEDULE.
8. CRAWL SPACE AND ATTIC ACCESS SHALL BE 30"x22" MIN.
9. PROVIDE EXHAUST VENT FOR WATER HEATER OF CPVC OR OTHER HIGH
TEMPERATURE MATERIAL AS REQ. BY MANUFACTURER.
10. ALL WATER HEATERS WITH PAN & STRAP.
11. WATER HEATER T&P VALVE WILL BE PIPED TO FLOOR DRAIN IN MECHANICAL ROOM.
12. IF MECHANICAL ROOM IS ACCESSED FROM GARAGE, WATER HEATER SHALL BE 18"
ABOVE GARAGE FLOOR ON METAL STANDS W/ SECURING STRAPS.
13. DOOR AT GARAGE/HOUSE COMMON WALL TO BE SELF CLOSING AND RATED 20
MINUTES.
14. ALL GLAZING IN DOORS SHALL BE SAFETY GLAZING MATERIAL (TEMPERED).
15. THIS PROJECT SHALL COMPLY WITH THE 2012 INTERNATIONAL RESIDENTIAL CODE,
2012 UNIFORM PLUMBING CODE, 2012 INTERNATIONAL MECHANICAL CODE, AND THE
2014 NATIONAL ELECTICAL CODE.
STRUCTURAL PANEL DESIGN NOTES:
1. ALL EXTEROIR WALLS FOR THIS PROJECT HAVE BEEN DESIGNED USING 2012 IRC
(CS−WSP) CONTINUOUS SHEATHED − WOOD STRUCTURAL PANELS PER TABLE
R602.10.1.2(2) AND R602.10.4.1 CONTINUOUS SHEATHING BRACED WALL PANELS,
USING SEISMIC DESIGN CATEGORY SDC DO OR DI. ALL EXTERIOR WALLS ARE SHEAR
WALL TYPE S1 UNLESS NOTED OTHERWISE, REFER TO SHEARWALL SCHEDULE ON
A0.00.
2. ALL INTERIOR WALLS SHEAR WALLS AS INDICATED TO HAVE SHEETROCK SCREWS
AT 7" SPACING AT EDGES AND FIELD SIZE PER IRC R702.3.5.
3. INDICATES SIMPSON HOLD−DOWN PER SCHEDULE ON A0.00.
4. INDICATES SIMPSON STRAP PER SCHEDULE ON A0.00.
WHOLE HOUSE MECHANICAL VENTILATION REQUIRED −CODE SOURCES:
1. IRC 2012 SECTION R303.4, PROVIDE WHOLE HOUSE MECHANICAL VENTILATION WHEN
LESS THAN 5 AIR CHANGE PER HOUR (ACH). (MONTANA ARM REQUIRES 4 OR LESS
ACH’S). IF THE IBC 2012 IS BEING USED SECTION 1203.1 PROVIDES CLARIFICATION OF
WHOLE HOUSE MECHANICAL VENTILATION.
2. IMC 2012 SECTION 401.2 AND 401.3 IN THE MECHANICAL CODE ALONG WITH
SECTION 1057.3.1 TO 1057.3.3 IN THE 2012 IRC.
3. IECC 2012 SECTION R402.4.1.2 (ARM) STATES THAT THE BUILDING OR DWELLING
UNIT WILL HAVE ACH.
4. ASHRAE 62.1 CAN ALSO BE CONSULTED FOR CODE CONFORMANCE. HRV’S 78 TO 80%
EFFICIENT.
5. TESTING FOR TIGHTNESS REQUIRED IF DUCTWORK IS LOCATED OUTSIDE OF
CONDITIONED BOUNDARY SUCH AS IN AN ATTIC OR GARAGE, SECTION 403.2 IECC
2012.
1/4" = 1’−0"1 MAIN LEVEL PLAN
1/4" = 1’−0"2 UPPER LEVEL PLAN
1/4" = 1’−0"4 FOUNDATION PLAN
1/4" = 1’−0"5 UPPER FLOOR FRAMING PLAN
WINDOW SCHEDULE
MARK WIDTH HEIGHT HEAD HEIGHT TYPE COMMENTS
1 4’ − 0" 2’ − 0" 6’ − 8" FIXED
2 4’ − 0" 2’ − 0" 6’ − 8" FIXED
3 1’ − 9" 1’ − 9" 6’ − 8" FIXED
4 5’ − 6" 1’ − 9" 6’ − 8" FIXED HEAD HEIGHT IF INTERIOR TRIM
5 2’ − 6" 3’ − 6" 6’ − 8" FIXED
6 6’ − 0" 5’ − 0" 6’ − 8" DBL. CASEMENT MATCH DOOR HEAD HEIGHT
7 3’ − 0" 5’ − 6" 6’ − 8" DBL. hUNG
8 3’ − 0" 5’ − 6" 6’ − 8" DBL. hUNG EGRESS
AREA SCHEDULE
NAME AREA
GARAGE 600 SF
ADU 600 SF
ADU DECK 108 SF
DOOR SCHEDULE
MARK WIDTH HEIGHT COMMENTS
1 3’ − 0" 6’ − 8"
2 16’ − 0" 8’ − 0" O.H.DOOR
3 3’ − 0" 6’ − 8"
4 6’ − 0" 6’ − 8" PATIO SLIDER
5 2’ − 8" 6’ − 8" POCKET DOOR
6 2’ − 8" 6’ − 8"
7 2’ − 8" 6’ − 8"
8 5’ − 0" 6’ − 8" BI−PASS
9 3’ − 0" 6’ − 8" METAL INSULATED
10 8’ − 0" 7’ − 0"