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HomeMy WebLinkAboutPlans123456 2 3 4 SITE PLAN KEY NOTE 1 EXISTING 200AMP ELECTRICAL PANEL TO BE DEMOLISHED EXISTING WATER HEATER TO BE DEMOLISHED EXISTING 6" HT BLOCK WALL TO REMAIN EXISTING WATER METER TO REMAIN APPLICABLE CODES: PROJECT DATA: SHEET INDEX A1 PROJECT DATA EXISTING & PROPOSED SITE PLAN A1.1 PROPOSED LID PLAN A1.2 ADJACENT PROPERTY SETBACK A2 EXISTING & DEMO. FLOOR PLAN-M.H. EXISTING & DEMO. FLOOR PLAN-ADU EXISTING & PROPOSED ROOF PLAN-M.H. A3 PROPOSED FLOOR PLAN-MAIN HOUSE PROPOSED FLOOR PLAN-ADU EXISTING & PROPOSED ROOF PLAN-ADU A4 WINDOW & DOOR SCHEDULE DRIVEWAY GATE SPEC SHEET MAILBOX SPEC SHEET A5 ELEVATION (ADU) ELEVATION (MAIN HOUSE) A6 ELEVATION (MAIN HOUSE) A7 COLORED ELEVATION (MAIN HOUSE & ADU) 2022 CALIFORNIA BUILDING CODE (CBC) 2022 CALIFORNIA RESIDENTIAL BUILDING CODE (CRC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA FIRE CODE (CFC) 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE 2022 CALIFORNIA LACO BUILDING CODE (IBC) 2022 CALIFORNIA LACO RESIDENTIAL CODE (IRC) 2022 CALIFORNIA LACO ELECTRICAL CODE (NEC) 2022 CALIFORNIA LACO MECHANICAL CODE (UMC) 2022 CALIFORNIA LACO PLUMBING CODE (UPC) AND ALL LA COUNTY 1. PROPOSED NEW MAIN HOUSE (SFR = 4,964 SF) 2. PROPOSED NEW GARAGE (711 SF) 2. EXISTING PATIO DEMOLITION 3. EXISTING GARAGE DEMOLITION 4. PROPOSED DETACHED ACCESSORY DWELLING UNIT - ADU (575 SF) ADDRESS: LOT SIZE:(e) APN: SCOPE OF WORK 5788-003-027 EXISTING 53 W LONGDEN AVE, ARCADIA CA 91007 OWNER: ZONING:R-1-15,000 LOT COVERAGE:(a1+b+c+d)/(e) REMARK 15,776 SF. 467 SF. 1,667/15,776=11% REMAIN AS SAME 6,696 SF. MAIN HOUSE: 2,302/15,776=15% FLOOR AREA RATIO:(a1+a2+a3+b-650+c)/(e) FRONT YARD AREA: FRONT YARD LANDSCAPE AREA:5,688 SF. NUMBER OR STORY:1 CONSTRUCTION TYPE:V-B BUILDING CODE:2022 VICINITY MAP DESIGNER ANGEL IMAGE DESIGN 4316 WALNUT ST. UNIT A BALDWIN PARK, CA 91706 TEL:626-512-5648 EMAIL: RALPHPOON0611@GMAIL.COM MEP ENGINEER JS ENGINEERING, INC. 410 S. SAN GABRIEL BLVD., #8, SAN GABRIEL, CA 91776 TEL:626-497-0558 PROJECT TEAM: FRONT YARD LANDSCAPE COVERAGE:5,688/6,696=85% PROPOSED V-B 2 2022 FLOOR AREA:(a1+a2) 5,600/15,776=35% 1,650 SF. 15,776 SF. 4,288/15,776=27% 3,982 SF. 3,982/6,532=61% ACCESSORY DWELLING:(c) GARAGE:(b) RARE YARD LANDSCAPE AREA: NOFIRE SPRINKLER:NO 5,812 SF 6,532 SF. 4,787 SF 4,714 SF. REMAIN AS SAME REMAIN AS SAME REMAIN AS SAME PROPOSE NEW HEAT PLUMB WATER HEATER NEW GAS METER 5 EXISTING TREE TO BE DEMOLISHED 6 7 8 9 NEW 200AMP ELECTRICAL PANEL EXISTING HVAC CONDENSER TO BE DEMOLISHED 10 NEW HVAC CONDENSER 11 12 NEW METAL FENCE W.H. EXISTING SITE PLAN 3/32"=1'-0" PROPOSED SITE PLAN 3/32"=1'-0" 711 SF. 575 SF. 1ST FLOOR:(a1) 2ND FLOOR:(a2) 2,930 SF. -1,784 SF. 1,650 SF. PROPOSE, STAIR NOT INCLUDED PROPOSE PROPOSE PROPOSE NO. TREE INVENTORY 1 3 4 5 8 DATE PALM 2 9 10 11 12 13 TREE SPECIES MEYER LEMON TREE CARROTWOOD BLACK ASH SINIGUELAS TREE 6 CITRUS TREE 10 7 10 2 2 10 4 2 12 LACEBARK ELM TRUNK DIA. BLACK LOCUST INCH INCH 10 INCH9 8 10 10 INCH INCH INCH INCH INCH INCH INCH INCH INCH INCH DATE PALM DATE PALM CARROTWOOD CARROTWOOD CITRUS TREE 13 NEW 4" HT BLOCK WALL 14 EXISTING 6" HT BLOCK WALL TO BE DEMOLISHED EXISTING TREE TO REMAIN 15 EXISTING METAL MESH FENCE TO BE DEMOLISHED 16 EXISTING METAL MESH FENCE TO REMAIN EXISTING POWER POLE17 EASEMENT18 EXISTING MAILBOX TO BE REPLACED19 W.H. NEW MINI-SPLIT AC20 NEW ELECTRICAL SUB-PANEL21 ADDITIONAL AREA:(d)150+35=185 SF.72 SF.PROPOSE - NEW DROUGHT TOLERANT LANDSCAPING (1x15 GALLON POT) PER FIVE LINEAR FEET 22 W.H. SITE NEW 6' HT BLOCK WALL23 HIGH CEILING AREA:(a3)-250 SF.PROPOSE PROPOSE PROPOSE PROPOSE Date: REVISIONS DRAW BY: STAMP A1 06-12-2023 RALPH POON JOB#:20230612 Pr o j e c t : Ad d r e s s : 53 W L O N G D E N A V E , A R C A D I A , C A 9 1 0 0 7   HO U S E R E N O V A T I O N & P R O P O S E D D E T A C H E D AC C E S S O R Y D W E L L I N G - A D U AN G E L I M A G E D E S I G N 43 1 6 W A L N U T S T . U N I T A , BA L D W I N P A R K , C A . 9 1 7 0 6 TE L . 6 2 6 - 5 1 2 - 5 6 4 8 EM A I L : R A L P H P O O N 0 6 1 1 @ G M A I L . C O M 1 6/3/2024 2 7/26/2024 3 10/7/2024 4 12/23/2024 (N)ADU 575 SF 7 44'-8" 5' - 0 " 43 ' - 4 " 17 ' - 4 " 5'-0"5'-0" 10'-0" 10 14 12 4'-0" (N ) P E R M E A B L E P A V E R 11 13 4'-5"14'-0" 4'-8"16'-11" 16 15 3'-0" 15 (N ) L A W N 1 2 9 S F 16 5'-0"5'-0" 10'-0" 10'-0" W LONGDEN AVE9 75 ' - 0 " 8'-0" 5'-0" 3'-0" 3'-0" ⅊ 1 9 7 . 5 ' ⅊ 79.88' ⅊ 1 9 7 . 5 ' W LONGDEN AVE9 (E)LANDSCAPE 5,812 SF 34 ' - 1 1 " (E)GARAGE 467 SF 4'-7" (E)CONCRETE PAVEMENT 853 SF 3 13'-4"1 2 (E)PATIO 150 SF (E)MAIN HOUSE 1650 SF 10'-10" (E)PORCH 35 SF(E)LAWN 368 SF 6 75 ' - 5 " 4 (E)LANDSCAPE 5,061 SF (E ) D R I V E W A Y 1, 0 0 8 S F 3'-0 " 3'-0 " ⅊ 1 9 7 . 5 ' ⅊ 1 9 7 . 5 ' ⅊ 79.88' ⅊ 79.88' 1 2 3 4 5 6 7 8 10 11 12 13 10'-0" 9 4 10 5 ⅊ 1 9 7 . 5 ' ⅊ 1 9 7 . 5 ' ⅊ 1 9 7 . 5 ' ⅊ 1 9 7 . 5 ' 1010 4 4 4 6 7 7 7 7 77 7 7 7 10 10 1010 4 4 8 8 23 23 18181717 16 ' - 2 " 1919 (N)PORCH 24 SF 21 20 20 12 (N ) L A N D S C A P E 2 5 4 S F 3'-0" 3'-0" (E ) L A N D S C A P E 2 5 9 S F 10 22 15 SL O P E 5% SL O P E 5% SL O P E 5% SL O P E 5% SL O P E 5% SL O P E 5% SL O P E 5% SL O P E 2% SL O P E 2% SL O P E 2% SL O P E 5% SL O P E 5% SL O P E 2% SL O P E 2% S L O P E 2 % S L O P E 2 % SLO P E 2% SLO P E 2% S L O P E 2 % SL O P E 2% SL O P E 2% SL O P E 2% OU T L I N E O F 2 N D F L 17'-0" OU T L I N E O F 2 N D F L 17'-0" SLO P E 2% SLO P E 2% 18 3' - 0 " 18 3' - 0 " 2' - 0 " 22 24'-7" 23 ' - 0 " (N)MAIN HOUSE 2,930 SF (N)GARAGE 711 SF (N)PORCH 72 SF (N)LANDSCAPE 3,598 SF (N)DRIVEWAY 2,550 SF (N)LANDSCAPE 2,040 SF (N)PERMEABLE PAVER 1,420 SF (N)DRIVEWAY 1,203 SF SLO P E 5% SL O P E 5% (N)LAWN 91 SF 10 ' - 6 " 13'-0" 7' - 0 " 27 ' - 8 " UNDISTURBED BASE PERMEABLE PAVING ALLOWED FOR INCIDENTAL RAINFALL (No roof runoff or concentrated runoff) NOTES: 1.SITE SOILS SHALL HAVE ADEQUATE DRAINAGE (AT LEAST 0.5 INCHES PER HOUR). 2.INFILTRATION SHALL NOT CAUSE GEOTECHNICAL HAZARDS RELATED TO EXPANSIVE SOIL MOVEMENT, TUNNEL EROSION, OR SLOPE STABILITY. 3.IF INFILTRATION HARZARDS ARE A CONCERN, AN UNDERDRAIN SHALL BE INSTALLED TO DRAIN WATER INTO STORM DRAIN INLET OR ONSITE BMP. 4.ANY OVERFLOW SHALL BE DISCHARGED PER BUREAU OF ENGINEERING AND BUILDING & SAFETY REQUIREMENTS. 5.SLOPE IS NOT GREATER THAN 3 PERCENT. 6.FLOW DIRECTED TO PERMEABLE PAVEMENT SHALL BE DISPERSED SO AS NOT TO BE CONCENTRATED AT A SMALL AREA OF PAVEMENT. 7.PRE-FABRICATED PRODUCTS HAVE BEEN INSTALLED PER ALL APPROPRIATE MANUFACTURER'S SPECIFICATIONS. IF REQUIRED, SUB-GRADE SOIL SHALL BE COMPACTED IN ACCORDANCE WITH PRODUCT INSTALLATION SPECIFICATION. 8.SEE PERMEABLE PAVERS FACT SHEET FOR MORE INFORMATION. 2" TYP. 12" or 24" 4" TYP. ADJACENT PAVEMENT (3.14 MIN THICKNESS) CONCRETE MOW STRIP 2% TYP. PERMEABLE PAVERS (PER PROJECT PLANS) REFER TO SIZING TABLE 3 8" WASHED GRAVEL / WASH SAND TRENCH DRAIN 4" INLET FROM DOWNSPOUTS BUILDING EDGE 10' - 0" min.from bldg foundation and adjacent property line (smaller setback require LADBS Grading Division Approval) 3'-0" MIN.PER PLAN from public ROW SECTION NOT TO SCALE BU I L D I N G / F O U N D A T I O N E D G E PLAN NOT TO SCALE TRENCH DRAIN W/ 1/2" WEEP HOLES @ 2' O.C. CONCRETE MOW STRIP (PER PROJECT PLANS) PER PLAN 10' - 0" min.from bldg foundation and adjacent property line (smaller setback require LADBS Grading Division Approval) PER PLAN 1/2" WEEP HOLES @ 2' O.C. 12" to 1 12 " WASHED GRAVEL 12" to 1 12 " WASHED GRAVEL 3 8" WASHED GRAVEL / WASH SAND 56 " 67 " 71 " (N)200 GAL RAIN TANK (N)200 GAL RAIN TANK (N)200 GAL RAIN TANK (N)200 GAL RAIN TANK (N)500 GAL RAIN TANK (N)250 GAL RAIN TANK PROPOSED SITE PLAN 3/32"=1'-0" (N)500 GAL RAIN TANK (N)250 GAL RAIN TANK (N)500 GAL RAIN TANK (N)500 GAL RAIN TANK (N)250 GAL RAIN TANK (N)500 GAL RAIN TANK W.H. W.H. (N)500 GAL RAIN TANK Date: REVISIONS DRAW BY: STAMP A1.1 06-12-2023 RALPH POON JOB#:20230612 Pr o j e c t : Ad d r e s s : 53 W L O N G D E N A V E , A R C A D I A , C A 9 1 0 0 7   HO U S E R E N O V A T I O N & P R O P O S E D D E T A C H E D AC C E S S O R Y D W E L L I N G - A D U AN G E L I M A G E D E S I G N 43 1 6 W A L N U T S T . U N I T A , BA L D W I N P A R K , C A . 9 1 7 0 6 TE L . 6 2 6 - 5 1 2 - 5 6 4 8 EM A I L : R A L P H P O O N 0 6 1 1 @ G M A I L . C O M 1 6/3/2024 2 7/26/2024 3 10/7/2024 4 12/23/2024 ROOF AREA: 4,139 SF RAIN TANK REQ'D: 4,139 x 0.42=1738.38 GAL MAIN HOUSE ROOF AREA: 747 SF RAIN TANK REQ'D: 747 x 0.42=313.74 GAL ADU RAIN TANK PROVIDED: 3x500+250=1750 GAL > 1738.38 GAL RAIN TANK PROVIDED: 2x200=400 GAL > 313.74 GAL NORTH ELEVATION 3/32"=1'-0"(MAIN HOUSE) SOUTH ELEVATION 3/32"=1'-0"(MAIN HOUSE) EAST ELEVATION 3/32"=1'-0"(MAIN HOUSE) WEST ELEVATION 3/32"=1'-0"(MAIN HOUSE) WEST ELEVATION 3/32"=1'-0"(ADU) EAST ELEVATION 3/32"=1'-0"(ADU) SOUTH ELEVATION 3/32"=1'-0"(ADU) NORTH ELEVATION 3/32"=1'-0"(ADU) (N)LANDSCAPE 2,040 SF (N ) L A W N 1 5 8 S F (N ) P E R M E A B L E P A V E R ⅊ 1 9 7 . 5 ' ⅊ 1 9 7 . 5 ' ⅊ 79.88' ⅊ 79.88' ⅊ 1 9 7 . 5 ' ⅊ 1 9 7 . 5 ' (N ) L A N D S C A P E 2 5 4 S F (N)PERMEABLE PAVER 1,053 SF SL O P E 5% SL O P E 5% SL O P E 5% SL O P E 5% SL O P E 5% SL O P E 2% SL O P E 2% SL O P E 5% SL O P E 2% S L O P E 2 % S L O P E 2 % SLO P E 2% SLO P E 2% S L O P E 2 % SL O P E 2% SL O P E 2% SL O P E 2% SLO P E 2% SLO P E 2% SLO P E 5% SL O P E 5% SL O P E 5% SL O P E 5% PROPOSED SITE PLAN 3/32"=1'-0" Date: REVISIONS DRAW BY: STAMP A1.2 06-12-2023 RALPH POON JOB#:20230612 Pr o j e c t : Ad d r e s s : 53 W L O N G D E N A V E , A R C A D I A , C A 9 1 0 0 7   HO U S E R E N O V A T I O N & P R O P O S E D D E T A C H E D AC C E S S O R Y D W E L L I N G - A D U AN G E L I M A G E D E S I G N 43 1 6 W A L N U T S T . U N I T A , BA L D W I N P A R K , C A . 9 1 7 0 6 TE L . 6 2 6 - 5 1 2 - 5 6 4 8 EM A I L : R A L P H P O O N 0 6 1 1 @ G M A I L . C O M 1 6/3/2024 2 7/26/2024 3 10/7/2024 4 12/23/2024 JOB SITE 53 LONGDEN AVE ADJACENT PROPERTY 45 LONGDEN AVE ADJACENT PROPERTY 55 LONGDEN AVE 75 ' - 0 " 75 ' - 0 " 75 ' - 0 " (E)MASTER BATH RM 72 SF D7 (E)LIVING ROOM 404 SF (E)PORCH 35 SF EXISTING & DEMO. FLOOR PLAN 3/16"=1'-0"(MAIN HOUSE) EXISTING ROOF PLAN 3/16"=1'-0"(MAIN HOUSE) (E)STUDY 140 SF (E)BATHROOM 45 SF (E)W.I.C. 44 SF (E)MASTER BEDROOM 199 SF (E)DINNING ROOM 306 SF(E)KITCHEN 83 SF (E)BEDROOM 144 SF (E)PATIO 150 SF (E)PANTRY 56 SF REF D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1D1 D2 D2 D2 D2 D2 D2 D3 D4 D5 D6 D7D7D7 D7 D7 D8 D8 D8 D8 D8D8 D8D8 D8 D8 D8D1 D8 D8 D8 D9 D9 D2 D8 D7 D10 D10 D11 D12 D9 PROPOSED ROOF PLAN 3/16"=1'-0"(MAIN HOUSE) 2' - 0 " 2'-0" 2' - 0 " 2' - 0 " 2'-0" 2' - 0 " 2' - 0 " 2' - 0 " 2'-0" EXISTING & DEMO. FLOOR PLAN 3/16"=1'-0"(GARAGE) D1 D1 D1 D1 D1 D8 D8 D8 D7 D1 D7 D3 D2 D4 DEMOLITION KEY NOTE D1 REMOVE EXISTING EXTERIOR WALL & FRAMING REMOVE EXISTING KITCHEN CABINET & COUNTER TOP D5 D6 D7 D8 D9 D10 REMOVE EXISTING PARTITION WALL & FRAMING REMOVE EXISTING KITCHEN SINK REMOVE EXISTING RANGE & HOOD REMOVE EXISTING FRIDGE REMOVE EXISTING DOOR REMOVE EXISTING WINDOW REMOVE EXISTING CABINET & WARDROBE REMOVE EXISTING PLUMBING FIXTURE REMOVE EXISTING PORCH REMOVE EXISTING PATIO D11 D12 Date: REVISIONS DRAW BY: STAMP A2 06-12-2023 RALPH POON JOB#:20230612 Pr o j e c t : Ad d r e s s : 53 W L O N G D E N A V E , A R C A D I A , C A 9 1 0 0 7   HO U S E R E N O V A T I O N & P R O P O S E D D E T A C H E D AC C E S S O R Y D W E L L I N G - A D U AN G E L I M A G E D E S I G N 43 1 6 W A L N U T S T . U N I T A , BA L D W I N P A R K , C A . 9 1 7 0 6 TE L . 6 2 6 - 5 1 2 - 5 6 4 8 EM A I L : R A L P H P O O N 0 6 1 1 @ G M A I L . C O M 1 6/3/2024 2 7/26/2024 3 10/7/2024 4 12/23/2024 NEW CONCRETE ROOF TILE (BROWN RANGE) (ICC-ES ESR-2778) NEW CONCRETE ROOF TILE (BROWN RANGE) (ICC-ES ESR-2778) NEW CONCRETE ROOF TILE (BROWN RANGE) (ICC-ES ESR-2778) SL O P E 3/ 1 2 EXISTING TO REMAIN (N) EXTERIOR WALL 1-HR FIRE RATED WALL W/ STC. (N) CEIL. HT.NON-LOAD BEARING INTERIOR PARTITION2X4 WALL STUDS @ 16" O.C. W/ 1/2" GYPSUM BOARD WALL LEGEND NOTE : USE 2 x 6 ON PLUMBING WALL EXISTING TO BE DEMOLISHED (N) EXTERIOR WALL SLOPE 3/12 SLOPE 3/12 SL O P E 3/ 1 2 SL O P E 3/ 1 2 SL O P E 3/ 1 2 SLOPE 3/12 SLOPE 3/12 SLOPE 3/12 SL O P E 3/ 1 2 SLOPE 3/12 SL O P E 3/ 1 2 SLOPE 3/12 2'-0" 2' - 0 " 2' - 0 " 2'-0" 2'-0" 2'-0" 2' - 0 " 2'-0" NEW CONCRETE ROOF TILE (BROWN RANGE) (ICC-ES ESR-2778) NEW CONCRETE ROOF TILE (BROWN RANGE) (ICC-ES ESR-2778) NEW CONCRETE ROOF TILE (BROWN RANGE) (ICC-ES ESR-2778) NEW CONCRETE ROOF TILE (BROWN RANGE) (ICC-ES ESR-2778) NEW CONCRETE ROOF TILE (BROWN RANGE) (ICC-ES ESR-2778) NEW CONCRETE ROOF TILE (BROWN RANGE) (ICC-ES ESR-2778) DOWNSPOUT RAIN GUTTER RAIN GUTTER RAIN GUTTER RAIN GUTTER RAIN GUTTER DOWNSPOUT DOWNSPOUT NEW CONCRETE ROOF TILE (BROWN RANGE) (ICC-ES ESR-2778) NEW CONCRETE ROOF TILE (BROWN RANGE) (ICC-ES ESR-2778) RAIN GUTTER NEW CONCRETE ROOF TILE (BROWN RANGE) (ICC-ES ESR-2778) NEW CONCRETE ROOF TILE (BROWN RANGE) (ICC-ES ESR-2778) RAIN GUTTER NEW CONCRETE ROOF TILE (BROWN RANGE) (ICC-ES ESR-2778) 2' - 0 " 2' - 0 " 5' - 6 " 2'-0" 6'-0" 2'-0" 2' - 0 " 2' - 0 " 2'-0" 2' - 0 " 2'-0"2'-0" 2' - 0 " 2'-0" 2'-0" NEW CONCRETE ROOF TILE (BROWN RANGE) (ICC-ES ESR-2778) NEW CONCRETE ROOF TILE (BROWN RANGE) (ICC-ES ESR-2778) SLOPE 3/12 DOWNSPOUT DOWNSPOUT SL O P E 3/ 1 2 SL O P E 3/ 1 2 Date: REVISIONS DRAW BY: STAMP A5 06-12-2023 RALPH POON JOB#:20230612 Pr o j e c t : Ad d r e s s : 53 W L O N G D E N A V E , A R C A D I A , C A 9 1 0 0 7   HO U S E R E N O V A T I O N & P R O P O S E D D E T A C H E D AC C E S S O R Y D W E L L I N G - A D U AN G E L I M A G E D E S I G N 43 1 6 W A L N U T S T . U N I T A , BA L D W I N P A R K , C A . 9 1 7 0 6 TE L . 6 2 6 - 5 1 2 - 5 6 4 8 EM A I L : R A L P H P O O N 0 6 1 1 @ G M A I L . C O M 1 6/3/2024 2 7/26/2024 3 10/7/2024 4 12/23/2024 FF FG (N)TP (N)RIDGE 4 12 6" 8' - 0 " 8" 13 ' - 2 " FF FG (N)TP (N)RIDGE 8' - 0 " 6" 8" 13 ' - 2 " 3'-0" 3' - 8 " 3'-0" 3'-0" 5' - 2 " FF FG (N)1F TP (N)RIDGE (N)2F FF (N)1F TP FF FG (N)1F TP (N)RIDGE (N)2F FF (N)1F TP 2 2 2 11 1 2 2 NEW RAFTERNEW RAFTERNEW RAFTER NEW RIDGE NEW RAFTER 1'-6"1'-6"1'-6" LANDING, 4'x6'LANDING, 4'x6' LANDING, 13'-0"x5'-6" 4' - 0 " 4' - 0 " 444444 5 5 NEW POST, 4'x4' 5 NORTH ELEVATION 3/16"=1'-0"(MAIN HOUSE) SOUTH ELEVATION 3/16"=1'-0"(MAIN HOUSE) EAST ELEVATION 3/16"=1'-0"(ADU) NORTH ELEVATION 3/16"=1'-0"(ADU) SOUTH ELEVATION 3/16"=1'-0"(ADU) WEST ELEVATION 3/16"=1'-0"(ADU) LANDING, 4'x6' 1'-6" FF FG (N)TP (N)RIDGE 6" 8' - 0 " 8" 13 ' - 2 " 4' - 0 " NEW RAFTER 4 2 5'-0" 2' - 8 " 2 1 5 NEW RAFTER NEW RIDGE 5 2 5'-0" 2' - 8 " 4 6" 1 4 2 2' - 8 " 5'-0" 22 51'-6" NEW RAFTER NEW RAFTER 2 1 4 4' - 0 " 8" 8' - 0 " 1'-6" 13 ' - 2 " FF FG (N)TP (N)RIDGE 3 3 3 4 12 4 12 4 12 3 3 4 12 4 12 4 12 4 12 33 333 10 ' - 0 " 6" 1' - 0 " 9' - 0 " 8" 4' - 3 " 25 ' - 5 " NEW RAFTER 1 4 3 12 3 12 3 12 3 12 3 12 3 12 3 12 3 12 10 ' - 0 " 6" 1' - 0 " 9' - 0 " 8" 4' - 3 " 25 ' - 5 " 2'-0"2'-0" 2'-0"2'-0" 2'-0" 2'-0"2'-0" NEW RAFTER NEW RAFTER NEW RAFTER NEW RAFTER NEW RAFTER 4'-0" 3' - 6 " 4' - 0 " 4'-0" 3' - 6 " 4' - 0 " 6'-0" 3' - 6 " 4' - 0 " 2' - 6 " 6'-0" 8'-0" 5' - 0 " 3' - 0 " 4' - 0 " 2' - 6 " 6'-0" 4' - 0 " 3' - 6 " 1 1 11 11 1 1 11 2 2 2 2 2 2 2 22 22 2 2 2 22 2 2 2 3 3 3 3 3 33 4 4 4 4 4 4 44 5 5 5 5 5 22 2 2 4'-6" 4 NEW CONCRETE ROOF TILE (BROWN) (ICC-ES ESR-2778) (CRRC 0918-0116)1 NEW CEMENT PLASTER (SMOOTH TRUE GREY-#1C140)2 3 4 ELEVATION KEYNOTE WALL LIGHT WITH PHOTOCELL SENSOR STONE VENEER (EARTH TONE) 5 DARK BROWN FASCIA 3" WIDTH BLACK FRAMING 6' - 0 " 2' - 0 " 8' - 0 " 8' - 0 " 5555 4' - 0 " 4'-0"8'-0"4'-0" 5 4'-0" 6'-6" 3' - 6 " 55 1' - 6 " 5'-6" 55 3' - 6 " 4' - 0 " NEW CORNER WINDOW NEW CORNER WINDOW 4' - 0 " 4' - 0 " 30 ° Date: REVISIONS DRAW BY: STAMP A6 06-12-2023 RALPH POON JOB#:20230612 Pr o j e c t : Ad d r e s s : 53 W L O N G D E N A V E , A R C A D I A , C A 9 1 0 0 7   HO U S E R E N O V A T I O N & P R O P O S E D D E T A C H E D AC C E S S O R Y D W E L L I N G - A D U AN G E L I M A G E D E S I G N 43 1 6 W A L N U T S T . U N I T A , BA L D W I N P A R K , C A . 9 1 7 0 6 TE L . 6 2 6 - 5 1 2 - 5 6 4 8 EM A I L : R A L P H P O O N 0 6 1 1 @ G M A I L . C O M 1 6/3/2024 2 7/26/2024 3 10/7/2024 4 12/23/2024 WEST ELEVATION 3/16"=1'-0"(MAIN HOUSE) EAST ELEVATION 3/16"=1'-0"(MAIN HOUSE) PROPERTY LINE 75'-0" PROJECTED PLANE FF FG (N)1F TP (N)RIDGE (N)2F FF (N)2F TP FF FG (N)1F TP (N)RIDGE (N)2F FF (N)2F TP LANDING, 5'x4' 10 ' - 0 " 6" 1' - 0 " 9' - 0 " 8" 4' - 3 " 25 ' - 5 " 10 ' - 0 " 6" 1' - 0 " 9' - 0 " 8" 4' - 3 " 25 ' - 5 " 2'-0"2'-0" 2'-0" 2'-0" 2'-0"2'-0" 2'-0" 3 12 3 12 3 12 3 12 3 12 3 12 3 12 3 12 NEW RAFTER NEW REDGE NEW RAFTER NEW RAFTER NEW RAFTER NEW RAFTER NEW RAFTER NEW RAFTER NEW REDGE NEW REDGE NEW REDGE 6'-0" 5' - 0 " 3' - 0 " 3'-0" 2' - 0 " 3' - 0 " 5' - 0 " 6'-0" 8'-0"6'-0" 3' - 6 " 4' - 0 " 6'-6" 4' - 0 " 3' - 6 " 6'-0" 4' - 0 " 3'-0" 4' - 0 " 6'-0" 5' - 0 " 3' - 0 " 6'-0" 5' - 0 " 3' - 0 " 3'-0" 4'-6" 4' - 0 " 3' - 6 " 3' - 6 " 4' - 0 " 4' - 0 " 3' - 6 " 4' - 0 " 6'-0" 5 5 5 5 5555 5 1 1 1 1 11 1 11 111 2 2 222 2 2 222 2 2 3333 2' - 6 " 2' - 6 " 2 3 2222222 22 33 2 3'-0" 2' - 0 " 5' - 0 " 3 2'-0" 1 4' - 0 " 3' - 6 " 4' - 0 " 4' - 0 " 6' - 0 " 6' - 8 " 5 5 5 5 555 5 5 NEW CONCRETE ROOF TILE (BROWN) (ICC-ES ESR-2778) (CRRC 0918-0116)1 NEW CEMENT PLASTER (SMOOTH TRUE GREY-#1C140)2 3 4 ELEVATION KEYNOTE WALL LIGHT WITH PHOTOCELL SENSOR STONE VENEER (EARTH TONE) 5 DARK BROWN FASCIA 3" WIDTH BLACK FRAMING 6'-0" 3' - 0 " 6' - 0 " 6'-0" 5' - 0 " 3' - 0 " 4'-0"6'-0" NEW CORNER WINDOW NEW CORNER WINDOW Date: REVISIONS DRAW BY: STAMP A7 06-12-2023 RALPH POON JOB#:20230612 Pr o j e c t : Ad d r e s s : 53 W L O N G D E N A V E , A R C A D I A , C A 9 1 0 0 7   HO U S E R E N O V A T I O N & P R O P O S E D D E T A C H E D AC C E S S O R Y D W E L L I N G - A D U AN G E L I M A G E D E S I G N 43 1 6 W A L N U T S T . U N I T A , BA L D W I N P A R K , C A . 9 1 7 0 6 TE L . 6 2 6 - 5 1 2 - 5 6 4 8 EM A I L : R A L P H P O O N 0 6 1 1 @ G M A I L . C O M 1 6/3/2024 2 7/26/2024 3 10/7/2024 4 12/23/2024 WEST ELEVATION 3/16"=1'-0"(MAIN HOUSE) EAST ELEVATION 3/16"=1'-0"(MAIN HOUSE) SOUTH ELEVATION 3/16"=1'-0"(MAIN HOUSE) NORTH ELEVATION 3/16"=1'-0"(MAIN HOUSE) CEMENT PLASTER:CONCRETE ROOF TILE:STONE VENEER: BRAND: OMEGA BRAND: EAGLE BRAND: CORONADO SERIES: TRUE GREY (SMOOTH) SERIES: BEL AIR SERIES: HONEY LEDGE MODEL: 1C140 MODEL: 4689 BROWN RANGE MODEL: SHASTA ENTRY DOOR: BRAND: DOMADECO SERIES: FARGO DOOR MODEL: FI-10A GARAGE DOOR:FASCIA BOARD:EXTERIOR LIGHT: BRAND: MESA BRAND: DUNN EDWARD BRAND: HUBBARDTON FORGE SERIES: MODERN TECH SERIES: BRIAR SERIES: COLOR: BROWN MODEL: DE6042 MODEL: 305892 WINDOW: BRAND: SIMONTON SERIES: MADEIRA BANDE3D OUTDOOR SCONCE COLOR: BLACK COLOR: DARK BROWN CORNER BUTT JOINT WINDOW: BRAND: WESTECK SERIES: CORNER BUTT JOINT COLOR: BLACK ISOMETRIC VIEW SLIDING WINDOWS MODEL: BLACK W. H . W. H . SHRUBTREE Scientific Name Common Name Size Qty Scientific Name Common Name Size Qty GROUND COVER Scientific Name Common Name Size Qty GRASS Scientific Name Common Name Size Qty WUCOLS L.I.U. Landscape Inc. License # 1043216 www.liulandscape.com 626-888-9915 August 8, 2024 Teddy Lee 53 W Longden Ave. Arcadia CA 91007 Project: Submittal Date: Sheet Number: SCALE: 1/8" = 1'-0" 0 8'16'32'N Revisions: -- -- -- --