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HomeMy WebLinkAboutPlansREVISIONS
1.
NEW 3 -UNIT CONDOMIII
INIUM 4.2.3.
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PROJECT NFORVAT OU PROJECT TABULAT ON SHEET NDEXN
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OWNER: PROPOSED UNITS A B C T1.0 COVER SHIT, GENERAL NOTES a � o E
1 SITE PLAN m
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SOLEI L HOMES, INC. FIRST FLOOR: 502 S.F. 439 S.F. 439 S.F. a
A1.0 1 ST FLOOR PLAN
C/O MAGGIE QIU SECOND FLOOR: 1,157 S.F. 901 S.F. 876 S.F.
A2.0 2ND FLOOR PLAN �
480 LAS TUNAS DRIVE THIRD FLOOR:
ARCADIA, CA 91007 837 S.F. 775 S.F. A3.0 3RD FLOOR PLAN o
TOTAL S.F.: 1,659 S.F. 2,177 S.F. 2,090 S.F. A4.0 ROOF PLAN
OCCUPANCY GROUP: R3 and U A5.0 ELEVATIONS, SECTION
SPRINKLERED - PER CITY ORDINANCEA6.0 ELEVATIONS
GARAGE: 439 S.F. 367 S.F. 367 S.F.
CODE 8130.14 jmE:ljI
OPEN SPACE: 421 S.F. 250 S.F. 754 S.F.
APPLICABLE CODES / CODE COMPLIANCE r� I,
2019 CBC, CMC, CPC, CEC. BICYCLE PARKING: 2 PROVIDED
2019 TITLE - 24 ENERGY STANDARDS
2019 CALIFORNIA GREEN BUILDING CODE GUEST PARKING: 2 PROVIDED
APN # 5779-017-005 DTY �
BUILDING TYPE: CONDOMINIUM
PROPERTY AREA (EXCLUDES CITY PARKWAY): 7,500
SQ FT. FIELD VERIFICATION CONTROLER:
PROPOSED IST FLOOR FOOTPRINT: 2,524 SQ FT. 1. VERIFY CONTROLLER INSTALLATION WHEN THECONTROLERS ARE INSTALLED BY THE CONTRACTOR
NUMBER OF UNITS: 3 AT THE TIME OF BUILDING FINAL.
NUMBER OF FLOORS: 3 WASTE NOTE:
1. MUST SAVE FOR RECYCLE OR RE -USE ATLEAST
LANDSCAPE FRONT YARD CALCULATION 50% OF THE NON HAZERDOUS CONSTRUCTION AND
FRONT YARD AREA= 25' X 50' = 1,250 SQ FT. DEMOLITION DEBRIS.
MAX HARDSCAPE 40% OF FRONT YARD: VERIFICATION NOTE:
1,250 S.F. X 40% = 500 SQ.F. 1. FIELD VERIFICATION WILL BE PROVIDED BY A �' W
PROPOSED HARDSCAPE: 500 SQ. F. THIRD PARTY.
PLUMBING NOTE:
LOT COVERAGE CALCULATION 1. PLUMBING FIXTURES AND FITTINGS SHALL MEET of
THE STANDADS MENTIONED IN CGBC TABLE 4.304.1.
LOT SIZE = 7,500 SQ.F. CGBC 4303.3. O
BUILDING COVERAGE= 2,524 SQ FT. FIELD VERIFICATION: U O
2,524 / 7,500 = 33.6% 1. DUCT SEALING, SUPPLY DUCT LOCATION, SURFACE
AREA AND R -FACTOR. O
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12/10/2020
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12/10/2020
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6" OVERLAP AT RIDGE
ROOF DECK
FELT UNDERLAYMENT. FASTENERS NOT DRIVEN FLUSH TO ROOFING
FELT. ANY OTHER PUNTURE AND/OR TEAR IN THE FELT MUST BE
SEALED WITH MEMBRANE COMPATIBLE SEALANT OR ADDITIONAL
UNDERLAYMENT.
G.I. METAL SIDE DRIP EDGE OVER FELT
6" MIN. END LAP
2" MIN. HEAD LAP
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G.I. FLASHING W/ DRIP EDGE
ROOF NAILS
EAVE METAL EDGE UNDER FELT
3/8" OVERHANG AT EAVE
APPLICATION NOTES:
1. START W/ 1 — 19" WIDE SHEET OF FELT ALONG EAVE W/ 3/8" OVERHANG.
2. TROWEL A CONTINOUS LAYER OF ROOFING CEMENT (AT A RATE OF 2 GALLONS PER 100 SQ. FT.) ON TO THE FELT.
3. PRESS 1 — 36" WIDE SHEET OF FELT FIRMLY ONTO THE CEMENT, & NAIL DOWN WITH
GALV. ROOFING NAILS AT 12" O.C. ALONG A LINE 18" ABOVE THE BTM. EDGE OF THE FELT.
4. APPLY ROOFING CEMENT TO THE UPPER 19" OF THE EXPOSED FELT.
5. COVER THE CEMENTED PORTION W/ THE NEXT SHEET OF FELT & NAIL.
6. REPEAT PROCESS UNTIL 24" INSIDE THE INTERIOR WALL LINE.
7. COVER THE REMAINING ROOF W/ DBL. LAYERS OF FELT, W/O CEMENT, UP TO THE RIDGE.
FELT UNDERLAYMENT
�� PARALLEL AT CORNER
PAN FLASHING AT EAVE
NTS
TYPICAL EXTERIOR FINISH
26 GA. COPPER FLASHING
26 GA. COPPER COUNTER FLASHING
MORTAR WEATHER BLOCK.
26 GA. COPPER PAN FLASHING
2—PIECE CLAY TILE ROOF WITH
RANDOM BUILD—UP AND MEDIUM
DOUBLE MUDDING 0/ MIN. (1) LAYER
GRADE 'D' 30# FELT 0/ ROOF
SHEATHING ON ROOF FRAMING.
FLEXIBLE FLASHING TO CONFORM WITH
SHAPE OF ROOF TILE. ENSURE THAT
JUNCTION OF TWO FLASHING LINES ARE
WATERTIGHT & THAT THE WATER IS
TRANSFERRED TO THE TOP OF THE
TILE ALTERNATELY, IF WITHIN 36" OF
EAVE, EXTEND PAN FLASHING TO
CARRY THE WATER UNDER THE TILE TO
THE EAVE.
NTS
EXTERIOR FINISH
GRADE 'D' PAPER
26 GA. COPPER PAN FLASHING
SHEATHING
GRADE 'D' PAPER
CUT TILE CLIP
ROOF TILE
OPTIONAL BATTENS W/ 1/2" GAP AT
4'-0" O.C. MAX.
CONT. SEALANT
END FLASHING END PIECE
GUTTER
BITUTHENE WATERPROOF MEMBRANE —
REFER TO DETAIL
NTS
PROPOSED ROOF PLAN
3/16" — 1'-0"
REVISIONS
1.
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12/10/2020
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CONC. TILE ROOF OVER 30 LBS. FELT ON ROOF SHEATHING
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WINDOW GRIDS TO BE TAN COLOR OR EQUIVALENT.
12
AMARR GARAGE
DOORS (BROWN COLOR OR
GENERAL NOTE:
00
(EAGLE ROOFING PRODUCT)
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MANUFACTURER
JELD-WEN. SIMULATED LITES.
EQUIVALENT)
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& DOWN SPOUT TO MATCH EXTERIOR WALL.
❑2
LA HABRA STUCCO- MERLEX P-174 DESERT BEIGE. OR
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( )
13
❑
LIGHT FIXTURE
(PROGRESS LIGHTING) 1 -LIGHT
2. A SMOOTH -TROWELED FINISH SHALL BE
USED FOR THE STUCCO.
EQUIVALENT.
3. ALL WINDOWS TO BE RECESSED A MIN.
OF 2" AT EXTERIOR WALL.
EQUIVALENT.
WALL LANTERN.
HT. 15 .
❑3
#26 G.A. G.I. FLASHING AT VALLEYS (TYP.) VIEJO
8
N/A
14
RAIN GUTTER-
COLOR COATES ALUMINUM, MATTE
EXTERIOR FINISH NOTE
WHITE MS -25 COLOR.
[-9]-FASCIA
PAINTED-
DUNN-EDWARDS DEC756 WEATHERED BROWN
BLACK COLOR.
1. EXTERIOR PLASTER (STUCCO) 8" MINIMUM
THICKNESS. (3 COAT) PORTLAND
4❑
ALL WINDOW AND DOOR PRECAST MOULDING (COLOR -CEMENT
W/PAPER BACK METAL LATH.
PER [CRC 2510.6]. PROVIDE TWO (2)
SALERNO 45) 4" WIDE PRE -CAST CONCRETE ALL ELEVATIONS.
10
EXTERIOR DOOR
(CHOCOLATE COLOR)
LAYERS GRADE "D" BUILDING PAPER WHEN APPLIED OVER WOOD SHEETING.
MANUFACTURER- PACIFIC STONE OR EQUIVALENT.
11
WOOD DOOR BY
BORANO DOORS,
❑5
N/A
PAINTED DUNN-EDWARDS
DEA161 WILD MUSTANG.
REAR
NORTH ELEVATION
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KEY NOTES:
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WINDOW GRIDS TO BE TAN COLOR OR EQUIVALENT.
12
AMARR GARAGE
DOORS (BROWN COLOR OR
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& DOWN SPOUT TO MATCH EXTERIOR WALL.
❑2
LA HABRA STUCCO- MERLEX P-174 DESERT BEIGE. OR
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PRE -FAB CONCRETE TRIM PRE -CAST SALERNO 45- OR
( )
13
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LIGHT FIXTURE
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2. A SMOOTH -TROWELED FINISH SHALL BE
USED FOR THE STUCCO.
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#26 G.A. G.I. FLASHING AT VALLEYS (TYP.) VIEJO
®
EXTERIOR AWNING- FABRIC MATERIAL
14
RAIN GUTTER-
COLOR COATES ALUMINUM, MATTE
EXTERIOR FINISH NOTE
WHITE MS -25 COLOR.
[-9]-FASCIA
PAINTED- DUNN-EDWARDS DEC756 WEATHERED BROWN
BLACK COLOR.
1. EXTERIOR PLASTER (STUCCO) 8" MINIMUM
THICKNESS. (3 COAT) PORTLAND
4❑
ALL WINDOW AND DOOR PRECAST MOULDING (COLOR -CEMENT
W/PAPER BACK METAL LATH.
PER [CRC 2510.6]. PROVIDE TWO (2)
SALERNO 45) 4" WIDE PRE -CAST CONCRETE ALL ELEVATIONS.
10
EXTERIOR DOOR (CHOCOLATE COLOR)
LAYERS GRADE "D" BUILDING PAPER WHEN APPLIED OVER WOOD SHEETING.
MANUFACTURER- PACIFIC STONE OR EQUIVALENT.
1
WOOD DOOR BY BORANO DOORS,
❑5
N/A
PAINTED DUNN-EDWARDS DEA161 WILD MUSTANG.
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WEST ELEVATION
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PLANTING LEGEND
SHRUBS
SHRUBS
SHRUBS
PRUNUS CAROLINIANA 'COMPACTA'—
S
DATE
SALVIA L. 'SANTA BARBARA'
• —
ANIGOZANTHOS 'RED STAR'
015 GAL.
CAROLINA CHERRY (M)
5
GAL.
MEXICAN SAGE BUSH (L)
1 GAL.
RED KANGAROO PAW (L)
Ca? 4' O.C.
��
® 24 O.C.
��
® 18 O.C.
—I CUPRESSUS S. 'MONSHEL'
C 5
GAL.
CALLISTEMON 'LITTLE JOHN'
LITTLE JOHN BOTTLEBRUSH (L)
—
1 GAL.
LANTANA 'NEW GOLD'
DWARF LANTANA (L)
5 GAL.
TINY TOWER ITALIAN CYPRESS (L)
® 24" O.C.
© 18" O.C.
36" O.C.
JUNCUS PATENS
5
GAL.
CALIFORNIA GREY RUSH (L)
24" O.C.
—
DYMONDIA MARGARETAE
//
1 GAL.
SILVER CARPET (L)
o
—
DIANELLA REVOLUTA 'LITTLE REV'
© 8" O.C.
5
GAL.
LITTLE REV FLAX LILY (L)
24" O.C.
,
— ROSA 'MEIDILAND PINK'
5 GAL. PINK MEIDILAND SHRUB ROSE (M)
® 24" O.C.
O— RHAPHIOLEPIS U. 'MINOR'
5 GAL. DWARF YEDDO HAWTHORN (M)
® 36" O.C.
LAVANDULA 'HIDCOTE BLUE'
G5 GAL. 'HIDVOTE BLUE' LAVENDER (L)
24" O.C.
O— COLEONEMA PULCHRUM
5 GAL. PINK BREATH OF HEAVEN (M)
@ 36" O.C.
O O 0 — FESTUCA ELIJAH BLUE
1 GAL. BLUE FESCUE (M)
000 c © 12" O.C.
ARTIFICIAL TURF
NOTE:
1. APPLY 3" MIN. OF ORGANIC BARK MULCH IN ALL
FINISHED GRADE AFTER PLANTING
2. WUCOLS REGION 4 HYDROZONE: (L)OW, (WST)
WARM SEASON TURF
DESCRIPTIONS:
1. EXISTING SIDEWALK
2. NEW ACID WASH CONCRETE DRIVEWAY WITH
36" ARTIFICIAL GRASS STRIP
3. REMOVE EXISTING TURF AND PLANT NEW
DROUGHT TOLERANT GROUND COVER IN
PARKWAY
4. NEW DRIVE APPROACH
5. NEW CONCRETE DRIVEWAY WITH 12" SCORED
BORDER, STRAIT PATTERN AS SHOWN
6. NEW 36" CMU WALL WITH STUCCO TO
MATCHING BUILDING
7. NEW 6' W.I. SIDE GATE ATTACHED TO NEW 6'
W.I. FENCE, W.I. FENCE TO CONNECT TO
EXISTING 6' CMU WALL
8. EXISTING 6' CMU PROPERTY WALL TO REMAIN
WITH NEW STUCCO COLOR TO MATCHING
BUILDING
9. NEW STONE PAVERS AT PORCH; TYP.
10. AREA INDICATES TRASH RECEPTACLE
LOCATIONS
11. NEW 36" HT. X 24" SQ. 'UNIT—A' PEDESTRIAN
GATE
12. NEW CONCRETE STEPPING STONE WITH 6"
CRUSHED GRAVEL GAP
13. AREA INDICATES SPACE FOR BICYCLE
PARKING/RACKS
14. NEW 'CAROLINA CHERRY' TALL SCREEN HEDGE
ALONG PROPERTY WALL PER PLANNING
CONDITION
15. NEW 36" HT. W.I. FENCE FOR UNIT—A
16. GROUND COVER FOR CAR OVER—HANG, 25'
FROM PARKING BACK—OUT SPACES
0 4' 8' 16'
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PROJECT NO.
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