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HomeMy WebLinkAboutPlansG&L DESIGN CONSULTANTS 16327 Willowmist Ct. Chino Hills, CA 91709 Tel: 909.851.6252 Email: GLDesignCo@aol.com GENERAL NOTES drawing are the property of G&L DESIGN CONSULTANTS and can not be used on any other project or site, nor reproduced PROPOSED ADDITION ON A NON -CONFORMING LOT FOR O I -I GENERAL REQUIREMENTS WOOD LUMBER SHEET METAL a U I� W o TTW V1 Q U O < a 1. GENERAL CONTRACTOR AND SUB -CONTRACTORS TO VERIFY ALL WORK, DIMENSIONS & DETAILS AND TO REPORT ANY DISCREPANCIES TO THE OWNER OR DESIGNER BEFORE ALL WOOD FRAME CONSTRUCTION SHALL CONFORM TO THE U.B.C. CHAP. 23. 1. LATH AND PLASTERING SHALL CONFORM TO LOCAL CODES. GRADES - ALL LUMBER SHALL BE GRADE -MARKED AND SHALL CONFORM 2. INSTALL ONE 15 LB. FELT UNDER ALL EXTERIOR PLASTER. WITH THE LATEST STANDARD GRADING AND DRESSING RULES OF THE 3. FURNISH AND INSTALL 22 GAGE METAL STUCCO SCREED AT SILLS. ^ v 1 w OfN LALLA RESIDENCECOMMENCING W J ANY WORK. WEST COAST LUMBER INSPECTION BUREAU. ALL PLYWOOD SHALL CONFORM M O D SHEET TITLE: SITE PLAN, SHEET INDEX, GEN. NOTES & 2. ALL WORK TO CONFORM WITH THE CITY OF ARCADIA BUILDING TO PS -1-74 AND SHALL BEAR THE APS GRADE STAMP. PAINTING 1. ALL MUDSILLS AND ALL LUMBER IN CONTACT WITH CONCRETE AND SUBMITTALS 4/23/18 PLANNING REVIEW 8/21/18 PLANNING CORRECTIONS 10/8/18 CODE AND ORDINANCES AND THE LATEST UNIFORM BUILDING CODE. MASONRY OR WITHIN 6 OF GRADE SHALL BE FOUNDATION GRADE 1. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO PLANNING CORRECTIONS 4/18/19 PLANNING CORRECTIONS 3. EACH SUB -CONTRACTOR SHALL UPON COMPLETION OF HIS REDWOOD OR PRESSURE -TREATED DOUGLAS FIR. APPROVE THE CONDITION OF THE PLASTER TO ENSURE THAT IT IS CHECKED: GD DRAWN: LD 132 W FOREST ARCADIA �91006 PORTION OF THE WORK REMOVE FROM THE PREMISES ALL SURPLUS MATERIALS, EQUIPMENT, AND ALL DEBRIS, LEAVING 2, WOOD FRAMING SHALL BE DOUGLAS FIR -COAST REGION GRADE PROPERLY CURED AND READY TO PAINT. STAMPED BY AN APPROVED AGENCY. 2. COLORS TO MATCH EXISTING OR AS SELECTED BY OWNER. . PREMISES BROOM CLEAN. 3. VERTICAL MEMBERS SHALL BE STANDARD GRADE MINIMUM. POST TO BE 3. ALL PAINT TO BE 'AMERITONE' OR 'SINCLAIR' LATEX OR APPROVED 4. ALL WORK IS TO BE PERFORMED BY FULLY -QUALIFIED PERSONNEL #1 GRADE. HORIZONTAL MEMBERS SHALL BE #2 MINIMUM. EQUAL, IN ORIGINAL CONTAINERS. ALL WALLS AND CEILINGS TO BE AND IN THE BEST WORKMANLIKE MANNER KNOWN TO THE TRADE. 5. CONTRACTOR SHALL CONSULT REPRESENTATIVES OF LOCAL 4. ALL BLOCKING AND FURRING SHALL BE DOUGLAS FIR NO. 3 GRADE OR PRIMED AND FINISHED WITH TWO COATS. BETTER 4. PROTECT ALL ADJACENT WORK AGAINST PAINT SPATTERING. 57'-7" GOVERNMENT, GAS, LIGHT, POWER AND PHONE COMPANIES PRIOR TO COMMENCING WORK OR CONNECTING FACILITIES. 5. ALL STRUCTURAL PLYWOOD SHEATHING FOR ROOF AND SHEAR WALLS 5. SEAL ALL SURFACES BEFORE PUTTYING NAIL HOLES. SHALL BE C -D EXT. APA. ALL PLYWOOD SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. 6. ALUMINUM SASH AND FRAMES ARE NOT TO BE PAINTED. 3 CONCRETE 6. ALL STRUCTURAL PLYWOOD SHEATHING SHALL C -D INT. APA 7. REMOVE ANY PAINT SPOTS AND LEAVE JOB IN A CLEAN, - - _ 22'-6" 39'-11" 40'-0" 17'-7» 1. CONCRETE SHALL BE MACHINE -MIXED 2500 PSI MIN. UNLESS UNDERLAYMENT TYPE. ALL PLYWOOD SHALL BE INSTALLED WITH FACE ACCEPTABLE MANNER. GRAIN PERPENDICULAR TO SUPPORTS. - - _ - - � �� � " - 14'-4- NOTED OTHERWISE. 7. FULL BEARING WALLS TO BE FULL -HEIGHT STUD WALLS. SHEAR WALL CARPENTRY �= - 120.48' .. ��:.:: :�.- _ - 3 5 2. CONCRETE SLABS SHALL BE AS INDICATED ON PLANS, OVER 2" LAYER OF CLEAN SHARP SAND AND 6 MIL POLYETHYLENE MATERIALS TO RUN CONTINUOUS TO TOP PLATES. g STUDS IN EXTERIOR WALLS AND BEARING PARTITIONS MAY BE CUT OR 1. WHERE DOUGLAS FIR IS CUT, USE 1-1/2" X Y8" METAL STRAP NOTCHED NO MORE THAN ONE-FOURTH ITS WIDTH; AND STUDS FOR WITH 6-16d NAILS EACH SIDE OF CUT. ..... : r UNDERLAYMENT UNLESS NOTED OTHERWISE. NON-BEARING WALLS, NO MORE THAN FOUR -TENTHS ITS WIDTH. BORED 2. MAKE ALL NECESSARY PROVISIONS TO RECEIVE ELECTRIC POWER r .� ........... - - �- I.'.'.`.':': : 3. SLAB REINFORCING WHERE INDICATED SHALL BE 6X6X10/10 HOLES SHALL BE LIMITED TO 40% OF WIDTH IN ANY STUDS, LOCATED AT LINES, EQUIPMENT OR TELEPHONE COMPANY. (E) STORAGE AREA TO ' "''' M ' - -- - `n 1 WELDED WIRE MESH. LEAST" FROM EDGE OF STUDS. 3. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. 2 BE UPGRADED TO °" � �� . LL..WW LL.. W... W. ` W . - - - - 4. SLABS SHALL BE KEPT DAMP FOR 8 DAYS MINIMUM. 5. ALL EXCAVATIONS SHALL BE FREE OF WATER AND DEBRIS PRIOR HEATING AND VENTILATION 4. INSTALL BLOCKING AT TUB FOR ANCHORAGE. 5. PROVIDE MINIMUM 12"X12" ACCESS OPENING TO WASTE AND CONFORM TO BUILDING STANDARDS (SEE PLAN, . +'-'- TO POURING CONCRETE. 1. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO VERIFY WATER CONNECTIONS TO BATHTUB. ELEVATIONS, & DETAILS) a2LL.....- '.. 6. FILL, PUDDLE, AND TAMP UNDER ALL SLABS. AND APPROVE ALL HEATING INSTALLATIONS. 6. PACK INSULATION AROUND PIPES WHERE REQUIRED TO PREVENT + . 7. ALL DOWELS, ANCHOR BOLTS THROUGH CONCRETE SHALL BE NOISE. PLUMBING o SLEEVED. VERIFY LOCATION WITH PLUMBER AND ELECTRICIAN. 7. BACKPRIME ALL WOOD DOORS AND WINDOW FRAMES PRIOR TO 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PLUMBING PERMITS. INSTALLATION. . .. REINFORCING STEEL 2. WORK DONE IN THIS CONTRACT SHALL INCLUDE BUT NOT LIMITED TO: GAS (N) ADDITION PIPING, HOT AND COLD WATER SYSTEMS, PRESSURE REGULATORS, ADDITIONAL NOTES 10 ih 1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED DRAINAGE SYSTEM. FURNISH AND INSTALL PLUMBING FIXTURES AS SHOWN (E) CARPORT TO BE I 3 - BARS CONFORMING TO ASTM A615 GRADE 40. ON PLAN. 1. ELECTRICAL, MECHANICAL, AND PLUMBING CONTRACTORS SHALL BE CONVERTED TO SIDE E 1 -STORY SINGLE '`� YARD PATIO ( ) '+"+`W'+'LL'y' '-` h 2. LAP BARS A MINIMUM OF 40 DIAMETER OR 24" WHICHEVER IS RESPONSIBLE FOR PREPARING DRAWINGS AND OBTAINING ALL ELECTRICAL FAMILY RESIDENCE ;�, GREATER. PERMITS AND LICENSES FOR THEIR RESPECTIVE TRADES. ... a %. .. % , . , . , . , . .... l� 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS. 2. THE LATEST CITY OF ARCADIA - DEPARTMENT OF BUILDING AND r o . .. (N) 2 -CAR GARAGE 5 4. ALL BARS SHALL BE CLEAN OF LOOSE FLANKY RUST, GREASE OR OTHER MATERIALS LIKELY IMPAIR BOND. 2• THIS CONTRACTOR SHALL INSTALL WIRE FOR ALL ELECTRICAL FIXTURES AS SAFETY TYPE V SHEET IS AN INTEGRAL PART OF THIS DRAWING SELECTED OR FURNISHED BY OWNER. DOCUMENTS AND CONSTRUCTION SHALL COMPLY WITH THE 3. SWITCHES SHALL BE LOCATED MINIMUM 48" ABOVE FLOOR. APPLICABLE REQUIREMENTS AS NOTED ON THESE SHEETS. 5. ALL BENDS SHALL BE MADEE COLD. 6. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY 4. CONVENIENCE OUTLETS SHALL BE LOCATED AT +12" ABOVE FLOOR, UNLESS 3. SEISMIC GAS SHUT-OFF VALVE IS TO BE INSTALLED ON EACH N ADDITION I (N) . PLACED BEFORE POURING CONCRETE. NOTED OTHERWISE. FUEL GAS LINE FOR NEW BUILDINGS. FOR PERMIT INFORMATION, ..... 5. RELOCATION AND/OR INSTALLATION OF EXISTING AND NEW ELECTRICAL OUTLETS, CONTACT PLUMBING DIVISION AT LIGHTS, ETC., SHALL CONFORM TO THE LATEST CODE REQUIREMENTS OF THE F71 '�"`'"ux�e�_ e , .' '•" CITY OF LOS ANGELES OR GOVERNING AGENCY. 6. TWO SEPARATE 20 AMP CIRCUITS ARE REQUIRED FOR WASHER AND DRYER. °' 7. RELOCATE ANY PANEL/SUBPANEL LOCATED IN THE MIDDLE OF A SHEAR WALL PER 210.8 CEC. .y. ..-...-.-...°' ..-.-.y..-.-..-.-..W...4.W...W.y...W.y.4.W.y.4.W...4.W...W.y. 6 .-�-.W. ..-.y 15 o o „ �. 0 N, I IW. . . . . .4.WLO I'.`..'.' ,.LOC ol 71-6"-'--- '. '. '. I I N N 60'-0" 60_74' 120'-0" 120'-0" ...WW . . . . . . . . . . . ..W. . 7 14 ......................... W.'.'.'.'.'.W. .`.`..`.`..'..`.'..`.`. i ��--__ 60.74' ---�- o y.LL. . 7 _ 60.24' I o ------ 120.0'........ . N ICD --- 120.48' - 4 .. ...... - � y ............................. -- _ --- N I (E)STOFAGGE --------� W...W.W..W.W.W. W W yW yW4WW..4. .4.W .. . +'.... ol�� # 118 I - I ............... .......W... .W.W.. # 122 I I I -Ii 00 I E, �a�G� # 132 I N -0 11 9 15'-6"CD 1 I 20'-0"0 i LEGEND Ir N I L0 o I -U-)I N N (N) MARATHON GRASS �I 00 o' Q 39'-11" 57'-7" Y (N) GROUND COVER FOREST AVE. - LINE OF CURB o b _ _ _ _ FOREST AVE. (N) SHRUBS OF STREET (N) PYGMY PALM TREE PROPOSED SITE PLAN EXISTING FRONT SETBACKS ADDRESS: # 118 W. FOREST = 24'-6" AVERAGE FRONT SETBACKS ADDRESS: # 122 W. FOREST = 25'-6" SCALE: 1" = 10'-0" ADDRESS: # 132 W. FOREST = 25' (SUBJECT PROP.) EXISTING (N) SHADE TREE N SCALE: 1" = 30'-0" 24'-6" + 25'-6" = 50'/ 2 = 25' REQ'D. SITE PLAN KEYNOTES VICINITY MAP SCOPE OF WORK PROJECT DATA PROJECT TEAM SHEET INDEX O1 (E) STREET CURB Q PROPOSED REMODEL ADDRESS: 132 W. FOREST AVE., ARCADIA, CA 91006 OWNER: POOJA J. LALLA ARCHITECTURAL O (E) CONCRETE TO REMAIN 1. ADDITION OF 938 SQ. FT. TO EXISTING 1287 SQ. FT ASSESSOR PARCEL NO: 5770-030-001 ZONING: R1 LOW DENSITY RESIDENTIAL 132 W. FOREST AVE., ARCADIA, CA 91006 TEL: 909-766-0783 Q OF SINGLE FAMILY RESIDENCE ONE-STORY ON NO. OF STORIES: ONE A-0 SITE PLAN, SHEET INDEX, GEN. NOTES & PROJECT DATA O3 PROVIDE (N) GRASS. Q RAISED FLOOR TYPE OF CONSTRUCTION: VB DESIGNER G&L DESIGN CONSULTANTS A-1 FIRST FLOOR PLAN & ROOF PLAN A-2 BUILDING ELEVATIONS & SECTIONS 4O (E) PUBLIC LANDSCAPE. GRASS TO BE EXTENDED. W. FOOTHILL BLVD. V) 2. ADDITION OF ATTACHED 2 -CAR GARAGE LOT AREA: 8 020 S.F. PER ASSESSORS LOT COVERAGE: 2,637 / 8,020 = 33% OFFICE PLAN 16327 WILLOWMIST CT. CHINO HILLS, CA 91709 TEL: 909-851-6252 A-3 EXISTING FLOOR PLAN & ELEVATIONS Q 3. (N) DRIVEWAY & APRON FOR (N) GARAGE FLOOR AREA RATIO: 0.33 PREPARER: EMAIL: GLDESIGNCO®AOL.COM 5 (E) OAK TREE (SEE ARBORIST'S REPORT) o W. FLORAL V) 4. (N) LANDSCAPE FLOOR AREAS: CONTACT: GASPAR DELA ROSA, JR. O (N) COLORED CONCRETE PAVING WITH SAW CUTS Z 5. (E) UNPERMITTED STORAGE AREA TO BE CONVERTED (E) BUILDING AREA 1287 SF ENERGY T-24 PERFECT DESIGN W. FOREST AVE. TO KITCHEN AND TO BE LEGALIZED BY UPGRADING (E) UNPERMITTED STO. AREA TO BE UPGRADED 277 S.F. 2416 W. VALLEY BLVD. O7 (N) DECORATIVE PIER TO BUILDING AND ENERGY STANDARDS (N) ADDITION 938 S.F. ALHAMBRA, CA 91803 TEL: 626-289-8808 TOTAL 2502 S.F. 8O NOT USED 270 6. (E) DRIVEWAY & CARPORT TO BE FILLED IN WITH (N) GARAGE 392 S.F. EMAIL: PERFECTAAA®AOL.COM CONTACT: RAYMOND ZHONG FwY GREEN LANDSCAPE 2894 S.F. O(N) DRIVEWAY AND APRON PER CITY STANDARDS N0. OF BEDROOMS EXISTING 2 APPLICABLE CODES STRUCTURAL TBD 0 <8> (E) CARPORT COVER FOR (N) PATIO NEW TOTAL 2 ENGINEER: 2016 CALIFORNIA RESIDENTIAL CODE 11 N 0 T U S E D SITE PARKING: ENCLOSED 2 -CAR GARAGE WITH 2 ON-SITE PARKING SPACE 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA PLUMBING CODE 12 (N) AC CONDENSER FOR ADDITION HARDSCAPE COMPUTATION: 1048 S.F. 2016 CALIFORNIA ELECTRICAL CODE 13 RELOCATED WATER METER LOCATION NORTH E. COLORADO BLVD TOTAL FRONT YARD: 3600 S.F. 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA ENERGY STANDARDS ArN CO �� 1048 / 3600 = 29% < 40% OK 2016 CALIFORNIA GREEN BUILDING CODE 14 DEMOLISH CONCRETE & FILL IN WITH GRASS " ALL LOCAL ORDINANCES & REQUIREMENTS 15 (N) CONCRETE Sao LA COUNTY REGIONAL PLANNING DEV'T STANDARDS G&L DESIGN CONSULTANTS 16327 Willowmist Ct. Chino Hills, CA 91709 Tel: 909.851.6252 Email: GLDesignCo@aol.com All designs, prints, specifications, and contract documents including this drawing are the property of G&L DESIGN CONSULTANTS and can not be used on any other project or site, nor reproduced without their written permission. O I -I Mn-� ca �+ o o a U I� W o TTW V1 Q U O < a LI � H (AO V/ ^ v 1 w OfN W J ►-� M O D SHEET TITLE: SITE PLAN, SHEET INDEX, GEN. NOTES & PROJECT DATA SUBMITTALS 4/23/18 PLANNING REVIEW 8/21/18 PLANNING CORRECTIONS 10/8/18 PLANNING CORRECTIONS 2/6/19 PLANNING CORRECTIONS 4/18/19 PLANNING CORRECTIONS DATE: 4/23/18 CHECKED: GD DRAWN: LD JOB NO. 17-13 SHEET NO. G&L DESIGN CONSULTANTS 16327 Willowmist Ct. Chino Hills, CA 91709 Tel: 909.851.6252 Email: GLDesignCo@aol.com All designs, prints, specifications, and contract documents including this drawing ore the property of G&L DESIGN CONSULTANTS and can not be used on any other project or site, nor reproduced without their written permission. O (D O O a � O n U I� � TW D V1 Q U O < Q LJ V1 N ^ W 0 F+I � N � ' 1 Ld J M O D SHEET TITLE: FIRST FLOOR PLAN & ROOF PLAN SUBMITTALS 4/23/18 PLANNING REVIEW 8/21/18 PLANNING CORRECTIONS 10/8/18 PLANNING CORRECTIONS 2/6/19 PLANNING CORRECTIONS 4/18/19 PLANNING CORRECTIONS DATE: 4/23/18 CHECKED: GD DRAWN: LD JOB NO. 17-13 SHEET NO. FRONT ELEVATION SCALE: 3/16 — 1'-0" 5 4 3 2 1 m enklTinm (FYIgflKl(_) A B C OE F 3 REAR ELEVATION SCALE: 3/16 — 1'-0" H F E C B A 17 T.O. PLATE 15 0 00 I 1ST FLR. LN. 9 1:1 (E) PINING (E) FRAMING 5 CROSS SECTION SCALE: 3/16 — 1'-0" (E) LIVING (N) AUUIIION 2 RIGHT SIDE ELEVATION SCALE . 3/16 — 1'-0" H OF OE C B A 1 2 9 13 10 r- - - - - - - - - - - - - - - - - I T.O. PLATE —�—�— 13 1S� T FLR• LN. 0 IN E (E) CARPORT COVER 4 LEFT SIDE ELEVATION SCALE: 3/16 — 1'-0" 6 LONGITUDINAL SECTION SCALE: 3/16 — 1'-0" BUILDING ELEVATION KEYNOTES O1 (E) COMPOSITE BRICK ROOF TILES O2 (N) COMPOSITE BRICK ROOF TILES TO MATCH EXISTING O3 (N) STONE BRICK VENEER TO MATCH EXISTING BRICK O4 (N) STUCCO FINISH (LIGHT DASH) ONOT USED O2X4 WOOD TRIM SURROUND O7 RECESSED WALL BEYOND (STUCCO FINISH) O8 2X WOOD FASCIA (PAINTED) O(E) AC ON PLATFORM WITH WOOD SCREEN TO BE DEMOLISHED 10 (E) BRICK CHIMNEY rE _ 11 CARPORT ROOF/COVER TO REMAIN AND FUNCTION AS PATIO COVER 12 (N) DECORATIVE PIER AT FOREGROUND 0 o0 13 (N) FINISH TO MATCH BUILDING NEW COLORS ON N � UPGRADED WALLS -N 14 (N) FASCIA WITH (N) ROOFING & FRAMING 5 <8> UPGRADED STRUCTURAL & ENERGY ELEMENTS TO CONFORM WITH CALIFORNIA STANDARDS 6 <8> 4" POP—OUT WITH DECORATIVE WROUGHT IRON CROSS BARS <17> 7 (N) ROOF FRAMING ON EXISTING ROOF (CALIFORNIA FRAMING) 18 (N) SECTIONAL GARAGE DOOR G&L DESIGN CONSULTANTS 16327 Willowmist Ct. Chino Hills, CA 91709 Tel: 909.851.6252 Email: GLDesignCo@aol.com All designs, prints, specifications, and contract documents including this drawing are the property of G&L DESIGN CONSULTANTS and can not be used on any other project or site, nor reproduced without their written permission. O I—I 1—I O Q U � TW D V 1 Q U Q O < O r'1 Q N ^ w 0 F+I � N � ' 1 W J H M O SHEET TITLE: BUILDING ELEVATIONS SUBMITTALS 4/23/18 PLANNING REVIEW 8/21/18 PLANNING CORRECTIONS 10/8/18 PLANNING CORRECTIONS 2/6/19 PLANNING CORRECTIONS 4/18/19 PLANNING CORRECTIONS 5/8/19 ELEVATION REVISION DATE: 4/23/18 CHECKED: GD DRAWN: LD JOB NO. 17-13 SHEET NO. A�2 G&L DESIGN CONSULTANTS 16327 Willowmist Ct. Chino Hills, CA 91709 Tel: 909.851.6252 Email: GLDesignCo@aol.com All designs, prints, specifications, and contract documents including this drawing are the property of G&L DESIGN CONSULTANTS and can not be used on any other project or site, nor reproduced without their written permission. O cD O O a � O n U I� V1 U O < Q V1 N ^ W 0 F+I � N � ' 1 W J H H m SHEET TITLE: EXISTING FLOOR PLAN ELEVATIONS SUBMITTALS 8/21/18 PLANNING CORRECTIONS 2/6/19 PLANNING CORRECTIONS 4/18/19 PLANNING CORRECTIONS DATE: 8/21/18 CHECKED: GD DRAWN: LD JOB NO. 17-13 SHEET NO.