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Home My WebLink About10145270.pdf15T STREET 41r# P! OPER J L%l CA TIC, McfADDEN < (n LU ?>1 0 n tit < Q z < CL/ EDINGER AVE 0 VICINITY MAP N z T 7 N.T.S. Rm GENERAL NOTES A 1. ALL WORK SHALL BE DONE IN ACCORANCE WITH THE(?�01 CALIFORNIA BUILDING, PLUMBING, MECHANICAL AND ELECTRICAL CODES, AND LOCAL ORDINANCES. 2. VERIFY ALL DFMEN51ON5, DO NOT SCALE DRAWINGS. 3. ULTIMATE CONCRETE STRENGTH TO BE 2,500 P.S.I. @ 28 DAYS. 4. LUMBER: USE DOUGLAS f iR COMMERCIAL GRADE #I FOR ALL POSTS AND GX AND LARGER BEAMS AND COMMERCIAL GRADES #2 FOR ALL 4X AND SMALLER BE GRADE MARKED. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, AND TO PROTECT THEM FROM DAMAGE, THE CONTRACTOR SHALL BEAR ALL EXPENSE Of REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION ON THIS WORK. G. COMPLIANCE SHALL BE MADE WITH THE STATE'S ENERGY CONSERVATION REQUIREMENTS. flLF REQUIRED DOCUMENTATION ON THE DRAWING. 7. DRAWING AND WORK MUST SHOW COMPLIANCE WITH GENERAL AND CONVENTIONAL CONSTRUCTION REQUIREMENTS OF C.B.C. SECTIONS 232G AND CHAPTER 18 FOUNDATION REQUIREMENTS. PROPERTY OWNER: PROPERTY ADDRESS: ZONE: ASSESSORS PARCEL NO.: I LEGAL DE5CRFTION: ARTURO * SYLVIA DcMATE0 72G SOUTH R055 STREET R_ 1 010-204- 13 LOT BLOCK , SANTA ANA TRACT, MISC. MAPS, COUNTY Of ORANGE, CALIFORNIA LOT SIZE: ...................................................... 7,100.0 5Q. IT. BUILDING SIZE: EXISTING LIVING AREA: ................................. 1,572.4 5Q. IT. PROPOSED LIVING AREA: .............................. 391.9 5Q. IT. TOTAL LIVING AREA: ......................................... 19G4.3 5Q. FT. 5 0 Ln ZO 251-01 431-711 EXISTING GARAGE 181-911 -1 .10 142'-0" 0 LINE — 491-311 T 11. 301-211 PROPOSED ADDITION 2 3'- 12 NEW 2'X 4'5KYLIGHT INSTALL PER MANUf. RECOMMENDATION E)CISTING NEW DRAINREIIDENIE OVERFLOW I U U III-011 EX15T'G DRAIN OVERFLOW ELECTRICAL - - --- - - - PANEL 2 1'- 10" — %v---PROPFPTY LINE Eel 1*1 EX15TING DRIVEWAY GAS, METER WATER METER 0 m � Proposed Plot Plan SCALE: 1/8" = l'-O" All pl, k04 r A. hn 4 V L7 Ph (714) 66 -1-2700 BUOIV,, 7Dj REVISION 8/31/04 No. Revision/issue Date DRAWN BY: JAV DATE: NOVEMBER I G, 2003 CHECKED BY: DATE: SCALE: A5 NOTED ACAD R14 DWG: CAMY DOC.'5\CAD\RO55 L SHEET: PLOT PLAN GFN. NOTf5 I Of 5 ILI: LEGEND o� <'C IrT.7'1 11ZJ NEW WALL �-I EXI5TING WALL REFRIGERATOR � CLOSET 1 � a o Q KITCHEN SINK - � 2 , � � BATH TUB IN ( V — - BATHROOM 51NK ,n� t 5HOWER o -1 BEDROOM #3 BEDROOM #2 0 L a NEW ° I Z TOILET BEDROOM i CLOSET BEDROOM #1 INTERIOR DOOR BATHRPOM 172 STovE 1 5-055" 3'-53 _ / f \ LIN. CLOSET L177ZZ 1 \ = -L ---7 (/ { SMOKE DETECTOR EXTERIOR DOOR LS__.i NEW! ~ � 6 A IEXI5TINGHALLWAY \ \ /OJ L777-72r �C mot- M$\\t \'Lyv��-t PANTRY 5 6 ° a 3'-0" DOWN ' I i 30 MIN. r _ o NEW 1 WINDOW RELOCATION SCHEDULE ---� o ° IExiSTING KITCHEN I \ NEW LOCATION OLD LOCATION TYPE GLAZING SIZE v LINEN 1 I NEW BEDROOM BEDROOM #2 DBL HUNG 51NGLE V J aLaR 1 I A SOUTH WALL WE5T WALL WOOD PANE 2'-8" X 5'-0" I DINING ROOM 2:kko ,F, �� 44 WA c 1 � NEW BEDROOM BEDROOM #2 DBL HUNG 5INGLE 2'-8" X 5'-0" NEW 1 I f WEST WALL WE5T WALL WOOD PANE 0 BATHROOM I KITCHEN KITCHEN DBL HUNG SINGLE „ --- I LIVING ROOM 50. WE5T WALL WE5T WALL WOOD PANE 2-G X 2-C 8'-011 1 \ ° WE5T WALLNEW WE5T WALL WOOD KITCHEN NG OINGLE PANE 2'-G" X 2'-G° f_...1 -- � bz DOOR RELOCATION 5CHEDULE tU NEW LOCATION OLD LOCATION TYPE 51ZE t 1ry Q Ln LAUNDRY ROOM DEN f O r, 9 A BEDROOM #2 BEDROOM #2 A 2'-8 X G'-8" Q �} r-, r NEW BEDROOM KITCHEN HALLWAY A 2'-8" X G'-8" `,, , Q ry Cam) DEN / 00 A NEW BATHROOM KITCHEN A 2`-8" X G'-8" 1-- F L I.z..,i z �. o W� dQu� W Proposed Floor Plan 0 Z IrvUzo 0 EL CL SCALE: 1 /4" = 1' - 0" jz�,REVISION 8/31 /04 No. I Revision/Issue Date DRAWN BY: JAV DATE: NOVEMBER I G, 2003 CHECKED BY: DATE: SCALE: A5 NOTED ACAD R 14 DWG: C:\MY DOC.'5\CAD\R055 SHEET: (LOOK FLAN 2 Of 5 J SEE DETAIL JOIST BEARG ON CONCRETE ON 51-IT 5 Of 5 A I no —A- 10 2"X8" @ I G' O.C. '110 PROPOSE — ADDITION m In I8`X 18" CONC. PAD fTG. MIN. W1 2 - #4 MIN, EXISTING RESIDENCE 24" WIDE X 18" DEEP UNDERFLOOR ACCESS OPENING El [A 2"X8" @ I G" O.C. a SEE DETAIL CT-M W— 18", 1 11 CONC. J015T 13FARG C PAD fTG, MIN. 2 ON CONCRETE W1 - #4 MIN. ON 5HT 5 Of 5 )4 — IN 2 Fou nd ation Pla n SCALE: 1/4" = 1- 0" 141-311 12 3/4" MIN. (VERIFY IN FIELD) MATCH EXISTING SLOPE A 3/4" T � G PLYWOOD 5UDFLOOR 20 YEAR HOT MOP ROOF q111111" G" OVERLAP HT TO MATCH '41 ISTING 4J" SYSTEM OVER 112" CDX I, oo 2"x8" WOOD JOIST D.f #2 -1 2 MIN. 12 - @ FLOOR J015T W1 , 5 cal Of BETTER @ I G" O.C. P\ Of RAF -TERe, t�l 91, 1 R-30 TYP. CLG. 1F INSULATION 5 2"X4" E01 ZY& CLG J5T @ I G" O.C. 5/8" 0 A.B. 7" INTO CONC. PRESSURE 12" FROM CORNERS * G'O.C. eTREATED L 1 5/8" TYPE "X" @ CLG WALLS TYP. L i MAX. EA. A.B. W1 2"X2"X311 G" SILL PLATE PLATE WASHER 511 R- I I INSULATION @ EXTERIOR WALLS 7/8115TUCCO 7/8" STUCCO BOTTOM BOTTOM z C\j 2"X4" @ I G" O.C. M IN. 2"XG" @ PLUMBING WALLS A MIN. ING A /41 PLYWOO D f LOORG NAIL 5PAC'G @ pl- 19 0-10- W/°d NAILS INSULATION 7 1211 MIN. m— CRAWL MIN. SPACE IC Cross Section A - AV SCALE: 1/4" = 1'-0" Detail B - Foundation Frami n• V-0" I STUDS CDC SEC. 2320.1 1.1 UNDER FLOOR VENTILATION WITH A NET AREA Of NOT LF55 THAN ONE 5Q. IT. FOR EACH 150 5Q. IT. Of UNDER-f LOOP, AREA CBC SEC. 230G.7 DOUBLE TOP PLATE ON EXTERIOR WALLS AND BEARING PARTITIONS STAGGER JOINTS z 4'CBC SEC. 2320.1 1.2 ePo HEADER 4"X4" - 4'5PAN 4"XG" - 4'TO G' SPAN C13C SEC. 2320.11.2 2"X4" TRIMMER — 5/8" 0 A.B. 7" INTO CONC. 12" FROM CORNERS * G' O.C. L 2X4" PRESSURE MAX. EA. A.B. W1 2'X2"X3/1 G" TREATED SILL PLATE PLATE WASHER SEE DETAIL - MINIMUM NUMBER OF ANCHOR BOLTS ON SHEET 5 Of 5— "� FOUNDATION -SEE DETAIL C BRACE EACH END Of WALL AND EVERY 25 IT. Of LENGTH I "X4" LET IN BRACES TO EXTEND FROM BOTTOM PLATE TO TOP PLATE FOR OTHER BRACING METHODS. REFER TO CDC SEC. 2320.11.3 2"X4" PLATE SOLID BLOCKING Wa I I Fra m i ng a bove Fou ndation for S i ng le Story B u i Id i ng SCALE: 1/2" = 1 "-0" 7/8" STUCCO G" MIN. BETWEEN ANY WOOD (SIDING, SILL PLATE AND FINISH GRADE +1 Cn NATURAL t\11C;H GRADE1. FINISH 5/8" 0 A.D. 7" INTO CONC, 12" FROM CORNERS * G' O.C. MAX, EA. A.B. W1 2'X2"X3/1 G" PLATE WASHER 3/4" T * G PLYWOOD 5UBfLOOR HT. TO MATCH W1 EXISTING 2 " 8 " D.F.D2 0 R. C I op 4"Xb" WOOD 0 BETTER 1;� O.C. _ @ IG GIRDER FLOOR J015T15T 2"X41' PRESSURE z TREATED SILL PLATE CRAWL 811 SPACE FOOTING J=. Z FINISHED GRADE WITHIN THE PERIPHERY Of THE BUILDING FOUNDATION 1211 MIN. ACCESSIBLE UNDER FLOOR AREA SHALL BE PROVIDED WITH A MINIMUM I 8"X24" OPENING UNO55TRUCTFD WITH PIPES, DUCTS OR SIMILAR CONSTRUCTION. OPENING SHALL BE SCREENED OR COVERED. CDC SEC. 230G.3. Detail C - Under Floor Clearance & Foundation Frami ng V-0- 3/4" T * G PLYWOOD 5UBfLOOR I C W F HT. TO MA CEXISTING 4"X& WOOD 5" 2 p 2"X5"'#2 OR 'ff D.F. GIRDER _p BETTER 0 1 G" O.C. T fLOOR J6015T FLOOR SEE POST - G DER CONNECTION DETAIL 5 E C ETAIL ON 5 EET 5 Of 5 P.T.D.f. 4"X4" WOOD P05T W1 POSITIVE MIN, CONNECTION TO PIER MIN MIN. I 81Y 18" CONC. PAD fTG. MIN, AI ti W1 2 - #4 MIN. Detail D - Post & Gi rder Detai I SCALE: 1-1/2" = V-0" 0 LLJ 0 0(V C) C) < U-j LU (V Lr) b 0 0 Lij I--- < U 0 0 C. Z LU C) < 0 0 p- n < 0 R/ 0 rr' (L < = n 0 TI D- 1,1 � REVISION 8/31/04 No. I Revision/issue Date DRAWN BY: JAV DATE: NOVEMBER IG, 2003 CHECKED BY: DATE: SCALE: AS NOTED ACAD R14 DWG: CAMY DOC.'S\CAD\ROSS SHEET: f:0UNDATION PLAN DFTAI L5 4 Of 5 1 2" MIN. RECOMMENDED THREE I Gd " 'MMON OR BOX FACE L5 AT LAP OF JOISTS THREE 86 COMMON OR BOX TOENAILS - EACH J015T TO 51LL PR GIRDER 51LL Joists Lapping Over Partitions MIN. OF TWO BOLT5 PER PIECE 2" OF END OF EACH PIECE UNDERFLOOR ACCE55 O 18"X24" MIN. CDC 5EC, G Minimum Number of Anchor Bolts NAIL'G ROOF SHEATHING TO BLOCKING 86 - 8" O.C. 112" DX - NAIL'G 5PAC'G @ 12 1 Wi 8d NAIL5 ROOF RAFTER5 2x8 @ I G" O.C. 2x4 BLOCKING BETWEEN RAFTERS 2 DBL TOP PLATE 3-1 Gd NAIL5 2x4 DBL TOP PLATE 3-1 Gd NAIL5 TO 2x4 BLOCKING 2x8 BLOCK'G BETWEEN RAFTERS TO DBL TOR PLATE 3-1 Gd TOE NAIL NAILING 2-1 Gd @ EA. CEIL'G. J015T AND @ 8" O.C. TO 2x8 BLOCKING 2x8 CEILING J015T 2x4 BLOCKING BETWEEN CLG. J5T. NAILING 3-1 Gd PER BLOCKING 2x8 BLOCKING BETWEEN CLG. J5T. NAILING 3-1 Gd PER BLOCKING Detail E - Shear Transfer Detail ALTERNATE U51NG 5TEEL ANGLES AND LAG BOLTS APPROVED P05T BA5E OR HALFBA5E i a P.T.D.F. 4"X4" WOOD P05T W1 P051TI VF CONNECTION TO PIER PIER FOOTING !t - Gird-er Connectionsi �a d: a: a CONCRETE WALL a ° a nd ea a: d _ e. a 1 /2" CLEAR AIR SPACE AT 51DE5, END AND TOP IF GIRDER ENTERS WALL CBC 5ECTION 230G.G 3" BEARING SECTION 2320.7 Joists Bearing on Concrete SCALE: N. T. S. W �I --IC s i Window! i Header SCALE: N. T. S. U ry CL 10' REVISION Revision/Issue 8/31 /04 Date DRAWN BY: JAV DATE: NOVEMBER I G, 2003 CHECKED BY: DATE: SCALE: AS NOTED ACAD R 14 DWG: C:\MY DOC.'5\CAD\RO55 SHEET: 5 OF 5