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HomeMy WebLinkAbout10149426.pdfABBREVIATIONS & AND JAN. JANITOR L ANGLE JST JOIST AT JT JOINT 0 DIAMETER OR ROUND # POUND OR NUMBER LAM. LAMINATE (E) EXISTING LAV. LAVATORY (N) NEW LB POUND LOC. LOCATION ABV ABOVE LTWT LIGHT WEIGHT ACOUS. ACOUSTICAL LVL LEVEL A.B. ANCHOR BOLT ADD'L ADDITIONAL MAX MAXIMUM ADJ ADJACENT MECH MECHANICAL ALUM. ALUMINUM M.E.P. MECHANICAL, ELECTRICAL ANG ANGLE PLUMBING DOCUMENTS APPROX APPROXIMATE MFR MANUFACTURER MIN MINIMUM BLDG BUILDING MISC MISCELLANEOUS BLK BLOCK M.O. MASONRY OPENING BLKG BLOCKING MTD. MOUNTED BM BEAM MTL METAL B.N. BOUNDARY NAILING MUL. MULLION B.O. BOTTOM OF B.O.F. BOTTOM OF FOOTING N NORTH BOT BOTTOM NIC NOT IN CONTRACT BRG BEARING NO, NUMBER BSMT BASEMENT NQM NOMINAL BTWN BETWEEN N.S. NEAR SIDE NTS NOT TO SCALE CAB. CABINET CEM CEMENT O.A. OVERALL CER. CERAMIC OBS. OBSCURE C.I. CAST IRON OC ON CENTER C.J. CONSTRUCTION JOINT O.D. OUTSIDE DIAMETER CLG CEILING O,F. OUTSIDE FACE CLR CLEAR O.F.C.i. OWNER FURNISHED 1 CMU CONCRETE MASONRY UNIT CONTRACTOR INSTALLED COL COLUMN OFF. OFFICE COLL COLLECTOR OPNG OPENING CONC CONCRETE OPP OPPOSITE CONN CONNECTION CONSTR CONSTRUCTION PCF POUNDS PER CUBIC FOOT CONT CONTINUOUS PC, PCS PIECE, PIECES C,T. CERAMIC TILE PL. PLATE CTR CENTER PLAS. PLASTER CTSK COUNTERSINK PLWD PLYWOOD PR. PAIR d PENNY (NAIL SIZE) PRCST. PRECAST D2L NELSON WELDED REBAR P.T.D.F. PRESSURE -TREATED DECOR. DECORATIVE DOUGFIR DBL DOUBLE PTN. PARTITIOONN DEMO DEMOLITION DET DETAIL Q.T. QUARRY TILE D.F. DOUGLAS FIR DIAG DIAGONAL R. RISER DIA DIAMETER RAD RADIUS DIM DIMENSION REF REFERENCE DK, DKG DECK, DECKING REINF REINFORCING DN DOWN REQ'D REQUIRED DS DOWNSPOUT RET RETAINING DWG DRAWING REV REVISE, REVISION RM. ROOM EA EACH R,O. ROUGH OPENING EL ELEVATION RWD. REDWOOD ELEC ELECTRICAL R.W.L. RIN WATER LEADER ELEVR ELEVATOR EMBED EMBEDMENT S.C. SOLID CORE E.N. EDGE NAIL S.G.D.. SEE CIVIL DRAWINGS E.O. EDGE OF SCHED SCHEDULE E.P.S. EXPANDED POLYSTYRENE SECT S.E.D. SECTION SEE ELECTRICAL DRAWINGS EQ EQUAL SHT SHEET EQ SP EQUAL SPACES Sm SHEATHING E.S. EACH SIDE SiM SIMILAR EXH EXHAUST S.M.D.EXIST. SEE MECHANICAL DRAWINGS EXISTING SOG SLAB ON GRADE EXP EXPANSION SPECS SPECIFICATIONS EXT EXTERIOR SQ SQUARE F.A.U. FORCED AIR UNIT SS STAINLESS STEEL F.D. FLOOR DRAIN S.S.D. SEE STRUCTURAL DRAWINGS F.H.C. FIRE HOSE CABINET STAG STAGGER, STAGGERED FDN FOUNDATION STD STANDARD STL STEEL F.F. FINISHED FLOOR STOR. STORAGE FIN FINISH STRUC STRUCTURAL FLR FLOOR SUSP SUSPENDED FLASH. FLASHING SYMM SYMMETRICAL FLOUR. FLOURESCENT F,O.C. FACE OF CONCRETE T. TREAD F.O.F. FACE OF FINISH T&B TOP AND BOTTOM F.O.M. FACE OF MASONRY T&G TONGUE AND GROOVE F,O.S, FACE OF STUD T.G. TOP OF CURB F.P. FIREPROOFING THK THICK FRMG FRAMING TEL. TELEPHONE F.S. FLOOR SINK THRD THREADED FT FOOT OR FEET THRU THROUGH FTG FOOTING T.O. TOP OF ga GAUGE T.O,C. TOP OF CHIMNEY GALV GALVANIZED T.O.F. TOP OF FOOTING (GRADE BEAM) GC GENERAL CONTRACTOR T.O.FR. TOP OF FRMING GL. GLASS T.O.L. TOP OF LEDGER T.O.M. TOP OF MASONRY GLB GLASS BEAM T.O.P. TOP OF PARAPET GR GRADE T.O.PL. TOP OF PLATE GYP GYPSUM T.O.S. TOP OF STEEL TS TUBE STEEL H.B. HOSE BIBB TYP TYPICAL H.C. HOLLOW CORE HD HOLDOWN UON UNLESS OTHERWISE NOTED HDR HEADER URM UNREINFORCED MASONRY HDWD HARDWOOD HGR HANGER VERT,(V) VERTICAL HGT, HEIGHT VEST VESTIBULE H.M. HOLLOW METAL V,G.D.F, VERTICAL GRAIN HORIZ,(H) HORIZONTAL DOUGLAS FIR HT HEIGHT VIF VERIFY IN FIELD I.D. INSIDE DIAMETER W/ WITH I.F. INSIDE FACE W.G. WATER CLOSET INCAND. INCANDESCENT WD WOOD INSUL INSULATION WDW. WINDOW INT INTERIOR W/Q WITHOUT W/P WATERPROOFING W.H. WATER HEATER WT WAINSCOT WSCT. WEIGHT CODES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 CALIFORNIA BUILDING, PLUMBING, MECHANICAL, AND ELECTRICAL CODES, AND LOCAL ORDINANCES, GENERAL: 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OR REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 2. ALL MATERIALS AND FIXTURES ARE TO HAVE APPROVAL FROM AN APPROVED TESTING AGENCY. FOUNDATIONS: 1. ULTIMATE CONCRETE STRENGTH TO BE 2500 P.S.C. AFTER 28 DAYS. 2. PROVIDE 5/8" DIAMETER FOUNDATION BOLTS IMBEDDED 7" IN CONCRETE AND SPACED 6'-0" ON CENTER (MAXIMUM) AND WITHIN 12" OF A CORNER, W/ 2"X2"X3/16" WASHERS, 3. A CORROSION RESISTED WEEP SCREED AT FOUNDATION PLATE LINE WHICH WILL ALLOW TRAPPED TO DRAIN TO THE EXTERIOR OF THE BUILDING. MINIMUM 4" HEIGHT ABOVE GRADE AND 2" ABOVE CONC. SURFACE. 4. DRAINAGE PIPING IN THE GROUND SHALL BE LAIDON A FIRM BED FOR IT'S ENTIRE LENGTH AND BACKFILLED IN THIN LAYERS TO 12" ABOVE TOP OF PIPE WITH CLEAN EARTH, FREE FROM STONES AND BOULDERS. 1. USE DOUGLAS FIR CONSTRUCTION GRADE #1 FOR 6Xd AND LARGER, D.F. GRADE #2 FOR ALL 4Xd. t LUMBER2. ALL CONTACT # OR MASONRY y PRESSURE TREATED OR WOOD RESISTANT TOi 3. RAFTER TIES 4�-O"O,C. ARE REQUIRED IMMEDIATELY ABOVE CEILING JOISTSWHEN RAFTERS DO NOT PARALLEL CEILING JOISTS. 4. PLYWOOD EDGES AT SUBFLOOR SHALL HAVE TONGUE AND GROOVE OR SOLID BLOCKING AT EDGES. WALLS5. + OR 4" AND VENT PIPINGBE SIZED TO ALLOW • AND BORING i BRACING OF WALLS SHALL CONFORM 2001 7. PLYWOOD ROOF PANELS SHALL BE BONDED WITH INTERMEDIATE OR EXTERIOR GLUE, AND WHERE EXPOSED TO WEATHER, SHALL BE EXTERIOR GRADE. 8. NO STRUCTURAL MEMBER SHALL BE SERIOUSLY OR WEAKENED OR IMPAIRED BY CUTTING OR # 9. CUTTING, NOTCHING OR BORING OF FRAMING MEMBERS SHALL BE IN ACCORDANCE W U Z W W z J z Q U •� O N U Z x W 3'-4 EXISTING 6'-0" BLOCK WALL PROPERTY LINE REAR YARD (1684 SQ.FT.) E. GRASS A E. CONC. PAD E. CONC. PAD U LL Y. J Y. PA Z S `~r 4 : 12 U"-, o m E. GRASS ` IL 9 0 4: 12 Ln W w PROPERTY (E) ELEC. (E) GAS LINE METER METER EXISTING 6"-0" BLOCK WALL 31'-011 '3'-0" 20'-0" 91 �.. BUILDING DEPARTMENT NOTES SCOPE OF WORK: BUILD 480 SQ.FT, 1ST FLOOR ADDITION AT REAR OF EXISTING RESIDENCE. CONDITIONS OF APPROVAL: CODES USED: 2001 C.B.G., C.P.C., C.M.C., C.E.C., AS AMENDED BY STATE OF CALIFORNIA AND LOCAL JURISDICTION ARE APPLICABLE TO THIS PROJECT. OCCUPANCY: R-3 U-1 CONSTRUCTION TYPE: V - N (R-3 & U-1) LOCATION ON PROPERTY: WALL 'C5' ONE HOUR CONST. NO OPENINGS SHAFTS: ONE HOUR BUILDING AREA: ALLOWABLE AREA: R-3 1364 SF R - UNLIMITED U-1 0 SF U - 1000 SF OCCUPANT LOAD: N/A EXITS REQUIRED: N/A 0,110.1 • t t ! w! 12 SHEET INDEX �. _ � ,:.��. r �.;-z. _ a as _.� A-1 1• Z w. A-2.0 R. ."r A-2.1 ;. °. A-3,1 Z J A-4,1 U' Z-, DOI U CT PI-10NE(7LIDJECT J� 6611-270 S-1.1 5-1.2 1 ROOF MATERIAL TO BE: ASPHALT _Q D_ COMPOSITION SHINGLES, CLASS PROPOSED EXISTING EXISTING "A" RATED PER U.B.C. SECTION ADDITION RESIDENCE PORCH 302 (d) AND CITY OF SANTA ANA (480 SQ.FT.) (884 SQ,FT.) (40 SQ.FT) REQUIREMENTS (25 YEAR COMP). NORTH SITE PLAN SCALE: 1 /8" = 1'-0" WITH CBC 2001. WALLS/FLOORS CONTAINING DRAIN, WASTE AND VENT PIPES, GAS AND/OR ELECTRICAL PIPING CONDUIT SHALL COMPLY WITH CBC 2001. 10. TWO (2) LAYERS OF GRADE "D" PAPER 9FELT) OVER PLYWOOD SHEAR WALLS. BUILDING: 1. ALL DOORS AND SWINGING WINDOWS SHALL BE WEATHER STRIPPED. 2. ALL METAL WINDOWS AND SLIDING GLASS DOORS SHALL BE IN COMPLIANCE WITH ANSI STANDARDS Al341 OR A1342. 3. ALL GLAZING INSTALLATION SHALL COMPLY WITH TITLE 24 OF ENERGY CONSERVATION REQUIREMENTS. 4. EXIT DOORS & ESCAPE WINDOWS MUST BE OPERABLE FROM INSIDE WITHOUT SPECIAL KNOWLEDGE OR USE OF TOOLS. 5. ROOFING MATERIALS TO BE CLASS "C" MINIMUM, ROOF PITCH IS 1/4" PER FOOT. LIGHT AND VENTILATION: 1. ROOMS USED FOR LIVING, SLEEPNG, EATING OR COOKING SHALL BE PROVIDED WITH NATURAL LIGHT EQUAL TO ONE TENTH OF THE FLOOR AREA WITH A MIN, OF 10 SQ,FT. 2. ROOMS USED FOR LIVING, SLEEPNG, EATING OR COOKING SHALL BE PROVIDED WITH NATURAL VENTILATION EQUAL TO ONE TWENTIETH OF THE FLOOR AREA WITH A MIN. OF 15 SQ.FT. 3. BATHROOMS, LAUNDRY AND SIMILAR ROOMS SHALL HAVE NATURAL VENTILATION NOT LESS THAN 1/20 OF THE FLOOR AREA OR 1.5 SQ.FT. OR PROVIDE MECHANICAL VENTILATION WITH A MIN. OF 5 AIR CHANGES PER HOUR. DISCHARG POINT SHALL BE 3' FROM NEAREST OPENING. 4. BEDROOMS MUST HAVE AT LEAST ONE OPERABLE WINDOW OR DOORR APPROVED FOR EMERGENCY ESCAPE OR RESCUE WHICH SHALL OPEN DIRECTLY TO AN OPEN YARD. THE MIN. NET CLEAR AREA OF THE WINDOW SHALL HAVE 5.7 SQ.FT. WITH A MIN. WIDTH OF 20" AND A MIN. HEIGHT OF 24". THE MAX. SILL HEIGHT IS 44" ABOVE FINISHED FLOOR. 5. EVERY DWELLING ROOM SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 70 DEGREES AT ANY POINT T ABOVE THE FLOOR. & A DOOR IS NOT PERMITTED FROM THE GARAGE TO ANY BEDROOM. 7. EXTERIOR DOORS REQUIRE AN EXTERIOR LIGHT FIXTURE AND A LANDING. 8. WHEN APPLYING STUCCO OVER PLYWOOD, THE MOISTURE BARRIER SHALL CONSIST OF TWO LAYERS OF GRADE "D" PAPER, MINIMUM. 9. SMOKE DETECTORS SHALL BE INSTALLED IN AREAS GIVING ACCESS TO SLEEPING ROOMS ON OR NEAR THE CEILING, IN EACH SLEEPING ROOM, IN EACH STORY OF A MULTIPLE STORY DWELLING AND WHERE CEILING HEIGHT EXCEEDS THE HALLWAY HEIGHT BY 24." HARDWIRED/BATTERY BACKUP/AUDIBLE ALARM. 10. HABITABLE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN T-6". ALL OTHER ROOMS SHALL HAVE A MIN. CEILING HEIGHT OF T-0" 11. ATTIC ACCESS OF 22"X30" (MIN.) WITH 30" OF HEAD ROOM ABOVE OPENING. 30"X30" IF 1 10. SOLID WOODEN HATCHWAYS LESS THAN 1-3/4 INCHES THICK SHALL BE COVERED ON FAU IS INSTALLED IN THE ATTIC AND SHALL BE READILY ACCESSIBLE. THE INSIDE WITH 16 GAUGE SHEET METAL ATTACHED WITH SCREWS AT 6 INCH ON 12. ATTIC VENTILATION, EQUAL TO 1/150 OF SPACE VENTILATED, SHALL BE PROVIDED OR CENTERS AROUND THE PERIMETER AND SHALL BE SECURED FROM THE INSIDE WITH A AS REQUIRED FOR FORCED AIR UNIT. SLIDE BAR, SLIDE BOLTS, AND/OR PADLOCK WITH A HARDENED STEEL SHACKLE, ALL 13. PROVIDE A MIN. OF TWO 3/4" HOSE BIBS, ONEREADILY ACCESSIBLE TO THE FRONT OTHER OPENINGS LARGER THAN 96 SQUARE INCHES WITH A DIMENSIN IN EXCESS OF 8" AND ONE READILY ACCESSIBLE TO THE BACK, PROVIDE ANTI -SYPHON DEVICE. SHALL BE SEECURED BY METAL BARS, SCREENS, OR GRILLS. (EXCEPTION: 14. DETAILS OF STAIRWAY MUST COMPLY WITH CBC 2001. NON -OPERABLE SKYLIGHTS). 15, DETAILS OF GUARDRAILS AT FLOOR AND ROOF OPENINGS, BALCONIES, OR PORCHES MORE THAN 30" ABOVE GRADE, AND OCCUPIED ROOFS SHALL COMPLY WITH CBC 2001. 11. A DEVELOPMENT THAT INCLUDES 3 OR MORE DWELLING UNITS SHALL BE PROVIDED 16, ALL RECEPTACLES ABOVE COUNTER IN BATHROOMS, KITCHEN, AND GARAGE TO BE WITH FULLY ENCLOSED GARAGES, GARAGE SPACE FOR EACH TENANT SHALL BE PROTECTED BY GFI'S. EXTERIOR RECEPTACLES W/ WATERPROOF COVER. SEPARATED BY PARTITIONS OF 3/8" PLYWOOD OR EQUIVALENT WITH STUDS SET NO MORE THAN 24 INCHES ON CENTER. INSULATION: 1. CONTRACTOR SHALL POST THE INSULATION CERTIFICATE (CF-6R) FORM AND INSULATION CERTIFICATE (1C-1) FORM IN A CONSPICUOUS SPACE OR KEPT WITH PLANS MECHANICAL: AND MADE AVAILABLE TO THE INSPECTOR. ATTIC FURNACES AND COOLING EQUIPMENT SHALL COMPLY WITH THE FOLLOWING: SECURITY NOTES: 1. SLIDING GLASS DOORS AND WINDOWS LESS THAN 16 FT ABOVE ANY SURFACE - HAVE AN ELECTRICAL OUTLET AND A LIGHT FIXTURE (CONTROLLED BY A SWITCH AT THE AVAILABLE FOR USE BY THE PUBLC SHALL BE CAPABLE OF BEING LOCKED SECURELY. ACCESS POINT) AT THE FURNACE. MOVABLE PANELS SHALL NOT BE EASILY REMOVED FROM THE FRAME. - PROVIDE A 125 V 15- OR 20-AMP RECEPTACLE OUTLET FOR SERVICE. 2. ALL MAIN OR FRONT ENTRY DOORS TO DWELLINGS SHALL BE ARRANGED SO THAT THE OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE WITHOUT OPENING THE DOOR. A DOOR VIEWER, A VIEWPORT, WINDOW OR OTHER OPENING MAY PROVIDE SUC PERNiFT P : P G VIEW. 3. EXTERIOR WOODEN DOORS SHALL BE SOLID CORE CONSTRUCTION OR SHALL BE E GRADING RCCEPTED FOR CONSTRUCTION COVERED ON THE INSIDE FACE WITH 16 GAUGE SHEET METAL ATTACHED WITH SCREW PER AT 6 INCH ON CENTER AROUND THE PERIMETERS. PERMITS T REQUIRED F OCC. GROUIP- 4. ALL SWINGING DOORS SHALL BE EQUIPPED WITH A DEADBOLT WITH A MIN, THROW 0 I PLUMBINGAll ONE INCH AND EMBEDMENT OF NOT LESS THAN 5/8". a specifications most t o the job OO T ' P 5. THE INACTIVE LEAF OF A PAIR OF DOORS $ THE UPPER LEAF OF A DUTCH DOOR SHAL It I unlawful to make any changes or I CODE EDITION BE EQUIPPED WITH A DEADBOLT. a= I SM onsame without written permission from the I Santa Ana. I FLOODON 6. NON -REMOVABLE PINS SHALL BE USED IN PIN TYPE HINGES THAT ARE ACCESSIBLE FROM THE OUTSIDE WHEN THE DOOR IS CLOSED. T cceptance of this playa and specifications SHALL NOT 7, UNFRAMED GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN 1/2" 5e hc Id to permit nor be an approval of the violation of any FLOOD ZONE CERTIE REQ'D YES THICK. provi ions o ANY Ordinance or Stag W. 8. NARROW FRAMED GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN MICROFILM ES NO D _ 1/4" THICK. A d RADIANT BARRIER @ ROOF ES' NO 9. ANY GLASS THAT IS LOCATED WITHIN 40" OF THE LOCKING DEVICE ON A DOOR SHALL CITY OF SANTA ANA RESIDENT I AL DEV. FEE YES 0 BE FULLY TEMPERED OR HAVE APPROVED METAL BARS, SCREENS OR DOORS. SITE PLAN/ROOF PLAN EXISTING FLOOR PLAN & DEMO PLAN FIRST FLOOR PLAN ELEVATIONS SECTIONS DETAILS STRUCTURAL NOTES FOUNDATION PLAN FRAMING PLAN STRUCTURAL DETAILS - FOUNDATION T-24 CALCS & FORMS PLANNING DEPARTMENT NOTES ALL ROOF LINES, ROOF MATERIAL AND WINDOWS TO MATCH. LEGAL DESCRIPTION: TRACT 937 LOT 1 ADDITION TO THE TOWN OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN CITY RECORDS. 1:W`.�`►IMVr- [L'=#Z'i PROPERTY ADDRESS: 318 N. JACKSON ST, SANTA ANA, CA, 92703 OWNER: PAYAM JAHANGIRI 2109 S. WRIGHT ST., #F, SANTA ANA, CA, 92705 TEL: 714.754.4111 APPLICANT: CHRIS MILLER, PACIFIC MAINTENANCE & REPAIRS TEL: 714.754.4111 SITE STATISTICS PRESENT ZONING R1 EXISTING LIVING AREA 884 SF PROPOSED LIVING AREA 480 SF TOTAL LIVING AREA 1364 SF EXISTING PORCH 40 SF EXISTING GARAGE 0 SF TOTAL STRUCTURE AREA 1404 SF LOT SIZE SQ.FT. 6176 SF LOT COVERAGE 22.7% REAR YARD AREA 1684 SF FRONT HARDSCAPE AREA N/A FRONT LANDSCAPE AREA N/A r_-_- _1__ Iff DESIGNER: HUDGINS DESIGN 2762E PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 PROJECT INFORMATION PROPERTY OWNER: PAYAM JAHANGIRI 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754.4111 (W) PROJECT ADDRESS: 318 N. JACKSON ST. ZONE: R1 APN: 198-241-06 LEGAL DESCRIPTION: TR 937 LOT 1 E85 FT SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 12 MAY 2005 SUBMITTAL NO.2 _' SITE PLAN SCALE: AS NOTED JOB NO: 0502 DATE: 05.11.05 DRAWN BY: S.1 r- LEADER / ARROW BREAK LINE SYMBOL NORTH ARROW s\ 0 U-) nl Z�3 5 �OO DIMENSIONS F z IN ANGLE SYMBOL CENTER LINE SYMBOL N .1<1 2/A6 08 12/A6 08>, 0 DIAMETER SYMBOL 4C P E4 CONCRETE BLOCK WALL CONCRETE BLOCK WALL - 3HR, RAW - STEEL STUD WALL INTERIOR ELEVATION MARK INTERIOR ELEVATION MARK 0 INTERIOR ELEVATION MARK INTERIOR ELEVATION MARK NEW GRID INDICATORS EXISTING GRID INDICATORS 1 11'W"M TYPICAL DETAIL INDICATOR Detail Number Sheet Where Drawn 13 '-2" LOUVER TYPE EQUIPMENT NUMBER PARTITION TYPE INDICATOR xSEE PARTITION TYPE SHEET ROOM NAME & NUMBER FLOOR HEIGHT TRANSITION SPOT ELEVATION VCT E[CPT FLOOR MATERIAL TRANSITION BUILDING SECTION INDICATOR EL:320'-0" VERTICAL ELEVATION MARK FF WALL SECTION INDICATOR A206 MATCH LINE INDICATOR EXTERIOR ELEVATION INDICATOR REVISION NUMBER FLOOR FINISH TYPE WOOD STUD WALL - SEE FRAMING PLANS FOR SIZE WOOD STUD DIVISION WALL SEE ALSO GENERAL NOTES AND DETAILS MIN, STC 50 SOUND WALL SEE ALSO GENERAL NOTES ON SOUND TRANSMISSION CONTROL AND DETAILS EXISTING FLOOR PLAN SCALE: 1/4" = V-01 PEMO & NEW WALL PLAN SCALE: 1/4" = 1'-j I IN_ a a Oka 142 a tols] LIM WTAI 161 s us at V I III we] Wj V ki Wa fffflow- REMOVE WALL NEW WALL FILL EXISTING WALL D EXISTING WALL iff DESIGNER: SA—la-4414-15 HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.3221922 FAX: 949.488.8940 PROJECT INFORMATION PROPERTY OWNER, PAYAM JAHANGIRI 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.7544111 (W) PROJECT ADDRESS: 318 N. JACKSON ST. ZONE: R11 APN: 198-241-06 LEGAL DESCRIPTION: TIR 937 LOT 1 E85 FT I IREVISION DATE SUBMITTAL NO. 1 12 MAY 2005 SUBMITTAL NO. 2 SCAL• AS OTJOB NO: lIDATE:E: 05.11.05NED DRAWN 05020 11 WRITTEN DIMENSIONS 1 ON THE !i SITE. DISCREPANCIES BE BROUGHT TO THE ATTENTION ENGINEER PRIOR TO THE COMMENCEMENT WORK.OF ANY WINDOW SCHEDULE Q MARK TYPE SIZE FINISH MATERIAL NOTES TEMP. WIDTH HEIGHT 101 A 3'-0" 2'-6" PAINT VYL. SLIDER; see T-24 for u & schg values N 102 A 4'-0" 1'-6" PAINT VYL. SLIDER/OEIS; see T-24 for u & schg values N 103 A 5'-0" 4'-0" PAINT VYL. SLIDER; see T-24 for u & schg values N 104 A 4'-0" 1'-6" PAINT VYL. SLIDER/OBS; see T-24 for u & schg values N 105 A 5'-0" 4'-0" PAINT VYL. SLIDER; see T-24 for u & schg values N 106 A 3'-0" 4'-0" PAINT VYL. SLIDER; see T-24 for u & schg values N 107 A 5'-0" 4'-0" PAINT VYL. SLIDER; see T-24 for u & schg values N 108 A 5'-0" 4'-0" PAINT VYL. SLIDER; see T-24 for u & schg values N DOOR AND FRAME SCHEDULE O FIRE RATING LABEL NOTES: 1401 WALL LEGEND M-`" = - _ - NEW WALL 1 HOUR SEPERATION WALL 1 71 EXISTING WALL ZVOTAIL WeTmanXiiiii 1. MEANS OF EGRESS MUST BE CONTINUOUS, UNINTERUPTED AND TERMINATE IN A PUBLIC WAY OR EXIT COURT LEADING TO A PUBLIC WAY. 2. REQUIRED EXIT DOORWAYS SHALL BE NOT LESS THAN 36" IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. UBC 1003.3.1.3a. 3. WIDTH OF HALLWAYS INSIDE DWELLING UNITS SHALL BE 36" MINIMUM WIDTH. UBC 1004.3.3.2. 4. MAXIMUM 8" RISE AND MINIMUM 9" RUN. 6'-8" VERTICAL HEADROOM MINIMUM. 5. MINIMUM CLEAR WIDTH OF 36" 6. HANDRAILS TO BE 34" TO 38" HIGH. 7, THE HAND GRIP PORTION OF THE HANDRAIL SHALL BE GREATER THAN 1 1/4" AND LESS THAN 2" IN CROSS SECTIONAL DIMENSION. 8. MAXIMUM CLEARANCE BETWEEN BALUSTERS TO BE LESS THAN 4" 9. HANDRAIL END SHALL HAVE ROUNDED TERMINATION OR BENDS. 10. GUARDRAILS TO RESIST 20#/FT. HORIZONTAL LOAD AT TOP OF RAIL. UBC TABLE 16-B. MAXIMUM CLEAR OPENING LESS THAN 4" 11. GLASS GUARDRAILS REQUIRE ATOP RAIL PER UBC 2406.6 12. EXTERIOR STAIRS AND EXIT BALCONIES SHALL NOT PROJECT INTO AREAS WHERE PROTECTION OF OPENINGS IS REQUIRED PER UBC 1006.2.1 13. PROVIDE 5/8" TYPE "X" DRYWALL ON WALLS AND CEILING OF ENCLOSED USABLE SPACE UNDER STAIRWAYS PER UBC 1006.3.3.9 1. WINDOWS ADJACENT TO TUBS, SHOWERS AND TUB/SHOWERS, a@ STAIRWAYS, OR ADJACENT TO AND WITHIN 24" OF EITHER EDGE OF DOOR SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC, PER UBC 2406.3 & 2406.4 2. SLEEPING ROOMS SHALL HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE. SILL HEIGHT SHALL NOT EXCEED 44" ABOVE THE F.F. WINDOWS MUST HAVE AN OPENABLE AREA OF AT LEAST 5.7 SQ.FT. WITH THE MINIMUM OPENABLE WIDTH 20"AND THE MINIMUM OPENABLE HEIGHT 24". THE EMERGENCY DOOR OR WINDOW SHALL BE OPENABLE FROM THE INSIDE TO PROVIDE A FULL, CLEAR OPENING WITHOUT THE USE OF SEPARATE TOOLS. UBC SEC. 310.4 3, APPLIANCE IN CONFINED SPACE: PROVIDE TWO OPENINGS INTO ENCLOSURE EACH HAVING 1 SQ. IN. PER 1000 BTU/H INPUT FREELY COMMUNICATING WITH OTHER UNCONFINED INTERIOR SPACES. MINIMUM 100 SQ. IN. EACH OPENING. PER 98 CMG SEC. 702. 4. CEMENTITIOUS BACKER BOARD TO BE USED UNDER ALL TILE WORK AT ALL SHOWERS AND BATHS TO A MINIMUM HEIGHT OF 70" ABOVE DRAIN INLET. 5. TOILET SPACES SHALL BE AT LEAST 30" WIDE, WITH AT LEAST 24" CLEAR IN FRONT OF WATER CLOSET PER SEC. 2904, 6. BASE MATERIAL BENEATH SHOWER PANS SHALL BE SLOPED TO DRAIN PER UPC SEC. 410.5. T ALL NEW GLAZING (FENESTRATIONS) WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THE U-VALUE. 8. MECHANICAL SYSTEM TO BE DESIGN BUILD - CONDENSOR AND FAU LOCATIONS TO BE DETERMINED BY DESIGN BUILD CONTRACTOR. 9. SEE TITLE 24 ENERGY CALCULATIONS FOR MIN. BTU REQUIREMENTS FOR HEATING AND COOLING SYSTEMS. 10. PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS FOR ALL NEW BEDROOM RECEPTACLES. 11. TOILETS TO BE MAXIMUM OF 1.6 GALLONS PER FLUSH. 12. PROVIDE FLUORESCENT GENERAL LIGHTING IN BATHROOMS AND KITCHENS. SWITCH TO BE THE FIRST NEAR THE DOOR. 13, LENGTH OF DRYER LINT VENT NOT TO EXCEED 14'-0" PER UMC 504.3.2. MAXIMUM 2 ELBOWS. 14, USE SHATTER -RESISTANT MATERIALS FOR SHOWER ENCLOSURE AND WINDOWS IF SILL IS LESS THAN V-0" ABOVE TUB OR SHOWER FLOOR. 15, BATHROOM RECEPTACLES SHALL BE GFCI AND SHALL BE ON A SEPARATE CIRCUIT. NOTE: THIS KEY NOTE LIST FOR SHEETS A-2.1 & A-2.2 ONLY. KITCHEN SINK Wl GARBAGE DISPOSAL, W/ AIR GAP FOR DISHWASHER - PROVIDE UNDERSINK WATER PURIFICATION UNIT. BUILT-IN DISHWASHER (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS). PROVIDE AIR GAP AT SINK. 36" CLEAR REFRIDGERATOR/FREEZER SPACE - PROVIDE RECESSED COLD WATER BIB AND SHUT-OFF FOR ICE MAKER. NOTE: WIDTH MAY VARY WITH BUILDER UPGRADE OPTION - VERIFY. a MICROWAVE - PROVIDE SEPERATE ELECTRICAL CIRCUIT. (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS.) a COOK TOP W HOOD AND OVEN BELOW (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS.) TRASH COMPACTOR. F1 DOUBLE OVEN. 88. CUSTOM CABINETS - GC TO PROVIDE SHOP DRAWINGS. R CUSTOM LINEN CABINET - GC TO PROVIDE SHOP DRAWINGS. 10. ART NICHE 11. SOFFIT ABOVE 12. HEADER ABOVE 13. LINE OF DROPPED CEILING 14, PRE-MANF. SPA TUB W/ MARBLE TILE SURROUND. CONTROL VALVES TO PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPC SEC. 4107, 15. PRE-MANF. 72"X30" SHOWER/TUB WITH CERAMIC TILE SURROUND. CONTROL VALVES TO PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPC SEC. 410T 16• LAVATORY IN BASE CABINET - GC TO PROVIDE SHOP DRAWINGS. 17. WATER CLOSET TO BE MAXIMUM OF 1.6 GALLONS PER FLUSH. MARBLE TILE SHOWER ENCLOSURE. TILE TO EXTEND FROM FLOOR 18. TO CEILING. CONTROL VALVES TO PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPC SEC. 4107. 19. SHOWER SEAT. 20. MEDICINE CABINET. 21. PAINT GRADE WOOD SHELVING. 22. UTILITY SINK. 23. WASHING MACHINE SPACE - PROVIDE RECESSED BOX FOR WATER AND WASTE CONNECTIONS. DRYER SPACE - PROVIDE VENT TO OUTSIDE PER UMC SEC.1903 W/ 14' LENGTH & 24• 2 ELBOWS, PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL SIZE AND LOCATION OF THE DRYER VENT, 30" X 30" ATTIC ACCESS W/ MIN. 30" CLEAR HEADROOM. IF FAU IS USED, PROVIDE 25. SWITCHED LIGHT, 110V OUTLET AND 24" WIDE SOLID FLOORING TO FAU, NOT MORE THAN 2V-0" IN LENGTH, FAU IN ATTIC PER UMC 319. PROVIDE LIGHT, POWER, GAS, ACCESS AND 30" WIDE 26 WORK SPACE. PROVIDE PRIMARY CONDENSATE DRAIN TO TAIL PEICE OF LAVATORY LOCATED IN "BATH 2". PROVIDE SECONDARY CONDENSATE DRIN LINE TO OUTSIDE. VENT TO OUTSIDE AND COMBUSTION AIR PER UMC CHAPTER 7. WATER HEATER ON 4" CONC, PLATFORM PER CITY STANDARDS W/ (2) SEISMIC STRAPS - (1) TOP AND (1) BOTTOM. PROVIDE PRESSURE RELIEF VALVE W/ DRAIN 27• TO OUTSIDE, VENT TO OUTSIDE, COMBUSTION AIR PER UMC CH. 7. FINAL LOCATION OF THE WATER HEATER VENT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR AND SHALL CONFORM TO THE APPLICABLE CODES AND REGULATIONS. 28. 2X6 PLUMBING WALL 29. DOUBLE -SIDED WALL HEATER. SEE T24 CALCULATIONS. OCCUPANCY SEPARATION PER U,B.C. SEC. 302.4 BETWEEN GARAGE (U-1) AND 30. LIVING (R-3) WALLS - 5/8" TYPE "X" GYP. BORD ON GARAGE SIDE OF WALLS ADJACENT LIVING AREAS FULL HEIGHT TO ROOF DIAPHRAM OR WALLS, CEILINGS AND HEADERS, RPREFABRICATED 42" METEAL FIREPLACE (MAJESTIC MODEL NO. BR/BC42) W/ 31 • TEMPERED GLASS DOORS, (U.L. #MH6018 VOL. 2/ICBO NER 404). HEARTH EXTENSIONS TO CONFORM TO THE CONDITIONS OF LISTINGS AND THE MANF. INSTALLATION INSTRUCTIONS PER UBC 3102.5,2 - SEE DETAIL X/X. ❑DECK W/ STONE FLOORING ON SETTING BED OVER DEXOTEX WATERPROOF 32. MEMBRANE - SLOPE 2% TO DRAIN. 33. DECK DRAIN. 0 GUARDRAIL 36" ABOVE HIGHEST ADJACENT F.F. SEE DETAIL XIX PER PLAN. PRE-MANF, WROUGHT IRON GUARDRAIL - GUARDRAIL TO RESIST A LATERAL 35, LOAD OF 20 POUNDS PER SQUARE FOOT PER CBC TABLE 16-B. GC TO PROVIDE SHOP DRAWINGS. 36. EXTERIOR GRADE R/S PLYWOOD CEILING. 37. WOOD GATE - SEE EXTERIOR ELEVATIONS. 38 5/8" TYPE "X" GYP. BOARD AT WALLS AND CEILING AT ENCLOSED USABLE SPACE UNDER STAIRS. 39 12" WOOD STAIR TREAD 40, ISOKERN MASONRY FIREPLACE WITH METAL FLUE - SEE TYP. DETAIL FP-01. 41. 14"X6" GARAGE EXHAUST VENT SCREEMD AND LOUVER'D 6" ABOVE GARAGE F.F. 42• CONC. PAD AND STAIR PER CITY STANDARDS. 43• FIREPLACE FLUE FROM BELOW. ELEC. METER - PROVIDE ACCESS DOOR TO MATCH TRIM. 45. VEGETBLE SINK W/ GARBAGE DISPOSAL 46. BAR SINK W1 GARBAGE DISPOSAL. 47 PEDESTAL SINK. PROVIDE MECHANICAL VENTILATION CAPABLE OF PROVIDING FIVE AIR CHANGES 48. PER HOUR (DUCTLESS FANS ARE NOT ACCEPTABLE IN ROOMS CONTAINING TUBS OR SHOWERS) (1203.3) EXHAUST TO EXTERIOR WITH BACKDRAFT DAMPER. APPROVED SMOKE DETECTOR PER U,B.C. SEC. 310.9.1. DETECTOR TO BE PERMANENTLY WIRED AND WITHOUT A DISCONNECTION SWITCH OTHER THAN 49. THOSE REQUIRED FOR OVER CURRENT PROTECTION. ALL SMOKE DETECTORS TO BE WIRED TOGETHER FOR SIMULTANIOUS ALARM. ALL SMOKE DETECTOR'S SHALL HAVE APPROVED BATTERY BACKUP. 561 10" DIA. TUBE SKYLIGHT, IN DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 PROJECT INFORMATION PROPERTY OWNER: PAYAM JAHANGIRI 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714754.4111 (W) PROJECT ADDRESS: 318 N. JACKSON ST. ZONE: R1 APN: 198-241-06 LEGAL DESCRIPTION: TR937 LOT 1 E85 FT SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 12 MAY 2005 SUBMITTAL NO.2 ■r FLOOR PLAN 1 � SCALE: AS 05.1 NOTED05DRAWN .BY 05020 DATE:� ELEVATION NOTES I I f i I l i C no E • ELEVATION 004 yZ Z _ ?d4 Lli n,zW �1S J W U�3�X wvaw EXISTING m N � U F l ( P r 5a LL $a" ZZa a as Wdo U �U 0 x Wv0w Em ELEVATION 12 ELEVATION (WEST) SCALE: 1/4" = l'-O" EXISTING NOTE: THIS KEY NOTE LIST FOR SHEETS A03 & A04 ONLY. ALL RIDGE ELEVATIONS TO BE MEASURED TO TOP OF FINISH MATERIAL, TYP. (U.O.N.) n GALV. METAL CHIMNEY CAP SPARK ARRESTOR (15 SQ.FT. MAX), TYP. U.O.N. nEXTERIOR STUCCO INTEGRAL COLOR COLOR: TO MATCH EXISTING STUCCO TO BE TROWLED [SMOOTH] [SMOOTH WITH LIGHT TEXTURE] [LIGHT SPANISH LACE] OVER METAL LATH, 60 MINUTE GRADE "D" PAPER AND WIRE. (SEE FRAMING FOR STRUCTURAL SHEAR WALL REQUIREMENTS FOR LATH.) ALL VERTICAL AND HORIZONTAL OUTSIDE TYPE CORNERS SHALL HAVE SQUARE CORNER BEAD, (U,O.N) ALL HORIZONTAL AND VERTICAL INSIDE TYPE CORNERS SHALL BE SQUARE AND/OR SHARP. EXTERIOR 2X6 WOOD RAILING COLOR: TO MATCH TRIM COLOR GALV. METAL RAIN GUTTER AND DOWNSPOUT, TYP. U.N.O. 5 COLOR: TO BE SELECTED BY OWNER WI TRANSPARENT STAIN ® G.I. STUCCO WEEP SCREED, SEE DETAIL 8/D01 7] FINISH GRADE GARAGE DOOR: ROLL -UP MANUFACTURER: TBD BY GC. COLOR: WHITE WINDOWS: SEE DETAILS a MANUFACTURER: TO BE SELECTED BY DEVELOPER COLOR: TO BE SELECTED BY OWNER IN • r i I : �• r 11. WOOD DECK: CANTILEVER ROOFING MATERIAL: 12 ROOF TILE: 30 YEAR COMP. MANUF: TBD BY GC. COLOR: TO MATCH EXISTING CLASS: A I.C.B.O. NO.: ER5075 13. FALSE OUTLOOKERS: TO MATCH EXISTING 14. 2X CONT. R.S. WOOD 15. 14" X 6" SCREEN VENT (TYP.), SEE CALCULATIONS BELOW ON A-3.1. 16 ATTIC VENT 12" X 18" RECTANGULAR METAL LOUVER W/ SCREEN (VENTILATION AREA 121 SQUARE IN.). SEE CALCULATIONS ON A4.1. 171 ATTIC DORMER VENT W/ METAL LOUVER AND SCREEN (VENTILATION AREA 135 SQUARE IN.). SEE CALCULATIONS ON A-4.1. 17 (TYP.) I GENERAL NOTES 1. REFER TO "SPECIFICATIONS," DETAILS AND BUILDER SPECS FOR (TYP,) ADDITIONAL INFO PERTAINING TO THIS ELEVATION. 2. GLAZING INDOORS AND FIXED GLAZED PANELS OF MORE THAN 9 SQ.FT. SHALL HAVE CATEGORY II CLASSIFICATION PER CBG CHAPTER 24 AND UBC STD. 24-2. 3. ESCAPE OR RESCUE WINDOWS SHALL BE PROVIDED IN ALL SLEEPING ROOMS, IN ACCORDANCE WITH 2O01 CBG (SECTION 310.4) 4. PURSUANT TO THE CITY OF SANTA ANNS SECURITY ORDINANCE AND (TY) THE UNIFORM FIRE CODE, STREET NUMBERS SHALL BE DISPLAYED IN A PROMINENT LOCATION ON THE STREET SIDE OF THE RESIDENCE. THE NUMERALS SHALL BE NO LESS THAN FOUR (4) INCHES IN HEIGHT AND SHALL BE OF CONTRASTING COLOR TO THE BACKGROUND TO WHICH THEY ARE ATTACHED AND ILLUMINATED DURING HOURS OF DARKNESS. (TYR) 5. ALL EXPOSED TRIM, ROOF SHEATHING, BEAMS, ETC. WHERE INDICATED SHALL BE S4S & FREE OF LOOSE KNOTS, SPLITS AND SAP AS POSSIBLE. 6. ALL EXPOSED PLYWOOD TO BE 3/8" 303 SIDING EXT,-APA SMOOTH FACE APPLIED OVER 60 MINUTE GRADE "D" PAPER (EXCEPT GARAGE DOORS) & NAILED WITH NON -CORROSIVE NAILS (U.O.N.) 7. ALL ROOF LINES, ROOF MATERIAL AND WINDOWS TO MATCH EXISTING. (TYP.) f FINISH -LOCR I I lu ELEVATION C (EAST) FOUNDATION VENTS TO BE AS CLOSE TO CORNER AS POSSIBLE AS PER 2306.7 IN DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949,322.7922 FAX: 949,488.8940 PROJECT INFORMATION PROPERTY OWNER: PAYAM JAHANGIRI 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL. 714.754.4111 (W) PROJECT ADDRESS: 318 N. JACKSON ST. ZONE: R1 APN: 198-241-06 LEGAL DESCRIPTION: TR 937 LOT 1 E85 FT REVISION DATE SUBMITTAL NO. 1 12 MAY 2005 SUBMITTAL NO.2 'DATE• 05.11�05AS ED JOB DRAWN .BY•05020I 6 1364 SQ.FT.1150 = 9.09 SQ,FT OF VENTILATION REQUIRED OR (16) - 6" X 14" GFI VENTS. 15/32" GDX PLWD, OR OSB SHT'G. P.I. 32/16 NAIL 8d @ 6" EDGE $ 12" FIELD NOTE: THIS KEY NOTE LIST FOR SHEETS A-4.1 ONLY. a ROOF RAFTERS OR TRUSSES PER STRUCTURAL DRAWINGS, F2, SHEATHING PER STRUCTURAL DRAWINGS. 0 RIDGE BEAM PER STRUCTURAL DRAWINGS. C4�, 2X CEILING JOISTS PER STRUCTURAL DRAWINGS. T 2X FLOOR JOISTS PER STRUCTURAL DRAWINGS. 2X4 STUDS AT 16" O/C. n7, 2X6 STUDS AT 16' O/C, DBL. 2X TOP PLATES. 19.1 2X P.T.D.F. SILL PLATE 10. 2X SILL PLATE 11. PROVIDE RI BATT INSULATION AT EXTERIOR WALLS. 12. PROVIDE R30 BATT INSULATION AT CEILING. 13. PROVIDE R19 BATT INSULATION UNDER GARAGE. 14. 3/4' PLYWOOD NAIL 10d a@ 6' EDGE & 10" FIELD, GLUE, 15. 1/2" DRYWALL (TYP.) 16. 2X BLOCKING 17, FLUSH BEAM WITH APPROVED HANGERS. 18. DROPPED BEAM WITH GYP BOARD OVER. 19, CONTINUOUS 4X12 BEAM 20. CONCRETE SLAB [iffaM, mom, [e d'�i: J 1. BUILDING FRAMING SECTIONS REPRESENT APPROXIMATE ARCHITECTURAL RELATIONSHIPS ONLY AND DO NOT NECESSARILY REPRESENT STRUCTURAL ENGINEERING CONDITIONS, CONNECTIONS OR MATERIALS. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL SUPERCEDING STRUCTURAL REQUIREMENTS. REPORT ANY DISCREPANCIES IMMEDIATELY PRIOR TO PROCEEDING WITH WORK. 2. TOP OF RIDGE, MIDPOINT OF RIDGE, PLATE HEIGHTS, NATURAL GRADE HEIGHT, AND ANY OTHER VERTICAL CONTROL DIMENSION SHOW ON SECTIONS OR ELEVATIONS ARE TO BE FIELD VERIFIED BY GENERAL CONTRACTOR WITH A STRING LINE BEFORE ERECTION OF ROOF FRAMING ELEMENTS. DESIGNER IS TO BE NOTIFIED IF THERE ARE ANY DISCREPANCIES OR CONFLICTS WITH PLANNING DEPARTMENT OR HOMEOWNER'S ASSOCIATION BUILDING HEIGHT AND/OR ENVELOPE REQUIREMENTS. GENERAL CONTRACTOR ASSUMES ALL LIABILITY AND COSTS OF LOWERING ROOF FRAMING IF STRUCTURE IS ERECTED BEFORE STRING LINE CONFIRMATIN IS COMPLETED. 3. ALL OPENINGS AROUND GAS VENTS, DUCTS, PIPES, CHIMNEYS, AND FIREPLACES AT THE CEILING SHALL BE FIR EBLOCKED WITH NON-COMBUSTABLE MATERIALS PER UBC 708.2.1(4). 4. PROVIDE FIRE BLOCKING AT 10 FOOT INTERVALS IN CONCEALED SPACES BOTH HORIZONTALLY AND VERTICALLY PER UBC 708.2.1.1. 5. REFER TO FRAMING PLAN FOR SIZE AND SPACING OF ALL STRUCTURAL MEMBERS. 6. REFER TO SHEET T-1 FOR INSULATION REQUIREMENTS. - U millll `_ 4 1. ALL VENTS TO BE COVERED WITH 1/4" CORROSION RESISTANT WIRE/METAL MESH (1505.3). '1 '! C !' i!'1 3. ALL VENTS SHALL BE INSTALLED SO AS TO MAKE THEM WATER -PROOF ANS WALL MOUNTED LOUVERS SHALL BE SEALED AN FLASHED WITH "MOISTOP" IN THE SAME MANNER PRESCRIBED FOR WINDOW INSTALLATIONS. 4. PROVIDE APPROVED INSULATION DAMS (BAFFLES) WHERE VENT BLOCKS ARE USED BETWEEN ROOF FRAMING MEMBERS TO PREVENT VENT HOLES BEING BLOCKED BY INSULATION. ATTIC AREA : A SQ. FT. A S.F. X 1 /300 x 144 = B SQ. IN. AREA AREA #1 AREA #2 A ATTIC AREA 1364 ---- (UNIT: SQ. FT.) B CALCULATE REQ'D NET 655 ---- FREE VENTING AREA: ( UNIT : SQ. IN,) PROVIDE NET FREE VENTING AREA GABLE VENTS (12X12) 1 = 90 SQ. IN. = 0 GABLE VENTS (12X18) 133 x 3 ---- 1 = 133 SQ. IN. = 399 DORMER VENTS 135 x 2 ---- 1 = 135 SQ. IN. = 270 TOTAL PROVIDED 1669 SQ. IN. I ---- BE DESIGNER: HUDGINS DESIGN 27626 PASEQ SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 PROJECT INFORMATION PROJECT ADDRESS: ZONE: APN: LEGAL DESCRIPTION: PAYAM JAHANGIRI 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754,4111 (W) 318 N. JACKSON ST. R1 198-241-06 TR 937 LOT 1 E86 FT ISUBMITTAL SET DATE Itps1TiIGti�'i1ilI+1 z:iECTION SCALE: AS NOTED JOB NO: 05020 DATE: 05.11.05 DRAWN BY: S.H. NTS 1 17 INSTALLATION NOTES: I5T: ATTACH 12" MOISTOP FLA5HING 4TH FLUSH ALONG THE BOTTOM OF THE OPENING. THE LENGTH OF THE FLASHING MUST BE LONG ENOUGH TO FALL A MIN. OF 12" BEYOND THE OPENING ON BOTH SIDES 50 THAT IT 15 BEYOND THE TWO VERTICALS THAT ARE ATTACHED —2ND IN STEP 2. 2ND 2ND: ATTACH FLASHING ALONG THE T VERTICAL SIDES OF THE OPENING FLUSH WITH THE EDGE, MAKING SURE THAT IT'S OVER THE BOTTOM HORIZONTAL STRIP. LENGTH OF THE FLASHING MUST BE LONG ENOUGH TO FALL A MIN. OF 12" @EYOND THE OPENIN6 ON TOP AND @OTTOM 50 THAT IT 15 BEYOND THE HORIZONTAL PIECE THAT 15 ATTACHED IN STEP 4 - AFTER THE WINDOW 15 PLACED IN THE OPENING. I5 IBY D:INSTALL THE WINDOW PLUMB AND SQUARE PRESSING THE NAILING FLANGE MATERIALS SPECIFIED:POSITIVELY INTO A CONTINUOUS BEAD OF 5THSEALANT WHICH EXTENDS AROUND THE MOISTOP FLASHING PAPER AND BOTTOM AND VERTICAL PERIMETER OF "SUPER JUMBO TEX" 60 MINUTE PAPER THE WINDOW MANUFACTURED BY 4TH: ATTACH THE 4TH STRIP OF FLA5HING FORTIFIBER CORPORATION LAST, OVERLAPPING AND SEALED AGAINST PORTLAND, OREGON THE FULL HEIGHT OF THE OUTER FACE OF THE TOP NAILING FLANGE WITH A "51TUTHENE" ICE AND WATER SHIELD CONTINUOUS BEAD OF SEALANT. OUT MANUFACTURED BY THE TOP PIECE OF FLA5HING 5UFFIGIENTL`( W.R. GRACE AND COMPANY LON6 500 THAT IT WILL EXTEND PAST THE GAMBRIDGE, MASS. EDGES OF 50TH STRIPS OF 50E FLASHING 5HEET METAL WHERE SPECIFIED TYR 5TH: STARTING AT THE BOTTOM OF THE WALL SHALL @E INSTALLED PER SMACNA LAP THE APPROVED BUILDING PAPER OVEF RECOMMENDED SPECIFICATIONS THE WEEP SCREED (WHERE OCCURS) AND NOTE: PROVIDE 5OLI17 BACKING UP THE WALL IN WEATHERBOARD FASHION, TO SUPPORT M015TOP PAPER. WITH A 2" MIN. OVERLAP. INSTALL THE FIRST COURSE THAT INTERSECTS THE 5TAPLE PERIMETER OF WINDOW OPENING BENEATH THE SILL STRIP MOISTOP TO FRAMING MEMBERS I" FROM OUTSIDE EDGE TO FLASHING WITH THE 5U55EQUENT COURSES PREVENT WIND DAMAGE. ABOVE APPLIED OVER THE FLASHING SECURE INDEPENDENT SECTIONS OF VENT PIPE TOGETHER AND ANCHOR AND SUPPORT OFFSETS TO ADJACENT FRAMING MAINTAINING REQU I RED CLEARANCES ANCHOR STRAPS AT UPPER AND LOAFER THIRDS OF VERTICAL DIMENSION OF WATER NEATER 2X RAFTERS REFER TO STRUGT. PLANS — 26 6A. GALV. MTL. DRIP 2X CEILING FLASHING JOISTS WHE OCCURS INSUL. PER ENERGY REPORT INT. FIN15H�"� 5EE FLAN FOR DIM TYPICAL EAVE CONV. FRAMING PLYYk4OOD 5HT6. o/ 2x RAFTERS @ 16" O.G. PER PLAN - "SIMPSON" A35 @ 16" O.G. L_ — ____ _ T — DBL. TOP PLATE — 2x 5TUD5 @ 16" O.G. SHEAR WALL PER PLAN 1 THRI; FLO( PER CON, PER MIN. GLA55 'A' COMP051TION ASPHALT SHINGLES INSTALL PER MANUF, REG. 50 LB. ROOF FELT -1/6" THK. 5 GOAT PLASTER FINISH a/ PAPER BACKED MTL, LATH. EXTEND UNDER. IX 50LID SHEATHING OVERHANG, 1/2" PYWD @ FIELD COMPOSITION SHINGLE STARTER STRIP 24 GA. GALV. MTL. RAIN GUTTER FACTORY PRIMED AND PAINTED. SUPPORT TO OCCUR @ 56" O.G�- l� Z r Z O OLD TO SLIDING GLA55 MATCH EXI571N6, DOOM, FRAME INSTALL PER SEAL STAIN. MFGR'S. SPECS. 2X RESAWN FASCIA, 5EAL 4 STAIN. REFER TO DETA19/DOII�FOOR,ADDITIONAL FLASHING REQUIREMENTS. 1-( Zit=1I_oII SLs GLS. DOOR 5tl=1I_i1ll Jf �J i 9 HEAD/JAMB ("f iI8" EXTERIOR PLASTER O/ 60 MIN. PAPER BACKED WIRE MESH GYP. D. -FIBER BATT INSULATION 12" M015TOP FLASHING PAPER WOOD TRIM TO MATCH (2) 2X TRIMMER STUDS AT JAMB CONDITION, 4X HEADER AT HEAD CONDITION PER STRUCTURAL MIN. GLA55 A COMP. ASPHALT 5HIN6LE5 INSTALL PER MANUF. REG. 0/ 30 LB. ROOF FELT EXTEND PLASTER UNDER SMOOTH PLASTER FINISH, TYPICAL HEAT SEE 1/2" 5PA+ INTE GAS SLIDING GLASS DOOR FRAME INSTALL PER MFGR15. SPECS. I SLIDING GLASS DOOR SILL PROVIDE BITUMINOUS COATING ON 51LL FOR SEPARATION OF ALUM. CONCRETE OR OTHER APPROVED MEASURE TO 150LATE AND PROTECT PER USC SEC. 2604 (0). GONG. STOOP. SLOPE AWAY FROM DOOR d ° O 4MINERAL IMPREGNATED FIBER EXPANSION STRIP ° r i3 CONCRETE SLAB PER 5TRUGT. GYP. BD. BE . BATT INSULATION X 5TUD WALL 8" EXTERIOR CEMENT _ASTER O/ PAPER BACKED RE LATH 0/ M015TOR _A5HI NG IOD TRIM TO MATCH d �---- 4X HEADER AT HEAD CONDITION, (2) 2X TRIMMERS l AT JAMB CONDITION PER STRUCTURAL DW6.5 VINYL. WINDOW FRAME INSTALL PER MFGR'5. SPECS REFER TO DETAIL Ict/001 FOR ADDITIONAL FLASHING REQUIREMENTS. 5 WINDOW HEAD/JAMB1511=11-011 1 VINYL WINDOW FRAME SET FLANGE W/ SEALANT 12" M015TOP FLASHING PAPER STAPLED TO ROUGH SILL, LAP 6" DOWN AND EXTEND 6" TO EA SIDE GYP. WOOD TRIM TO MATCH F> < BOARD i/5" EXTERIOR PLASTER OVER GRADE 'D' 6O MINUTE BUILDING PAPER AND METAL LATH TUCK BUILDING PAPER UNDER WINDOW FLANGE FIBER BATT IN5UL. 2X STUD WALL REFER TO DETAIL is/DOI FOR ADDITIONAL FLASHING REQUIREMENTS. 5 VVINDCVV SILL ll = l-0 it 2 7/a" EXTERIOR PLASTER 0/ PAPER BACKED WIRE ME5H 12" WIDE MOISTOP FLASHING PAPER BEHIND TRIM I -LAYER BITUTHENE, LAP 5HINGLE STYLE WITH 60 MIN. BLDG. PAPER WOOD TRIM TO MATCH VINYL WINDOW FRAME SET FLANGE W/ 5EALANT 7/5" EXTERIOR PLASTER 0/ GRADE 'D' 60 MINUTE BLDG PAPER AND METAL LATH. (5) 2X FRAMING G.I. FLASHING O/ STUCCO MOULD WATER HEATER I rrml INTEGRAL OR APPLIEDQs IN& tit WOOD STUCCO MOULD GYP. BD. INTERIOR FINISH .a a WOOD DOOR FRAME �l INSTALLATION NOTES Z lu ENTRY DOOR PER 1ST: INSTALL 0.1. PAN ALONG THE BOTTOM I D DOOR 5GHEDULE OF THE OPENING IF THE INSTALLATION c� 4TH 15 OVER WOOD FLOOR. SEE PAN DIAGRAM d) FOR DIMENSIONS. REFER TO DETAIL (Q/i701 FOR ADDITIONAL FLASHING REQUIREMENTS. FOR TYPICAL NOTE-5 5EE DE ND Iqqq q ON THIS SHEET. 2ND: ATTACH 12" M015TOP ALONG THE VERT- ICAL SIDES OF THE. OPENING, FLUSH WITH THE THE BOTTOM FLASHING. LENGTH OF MAKING SURE THAT IT 15 OVER ANCHORED TO --. FRICK DOOR IN -SWING �"- � I�OII WINDOVV JAMB P�3ST �'�= �'-���FLASHING MUST SE LONG ENOUGH TO PLATFORM 11 EXT. DR HEADIJAMB 73 FALL A MIN. OF 12" BEYOND THE OPENING. THRESHOLD ON TOP AND BOTTOM 50 THAT IT 15 BEYOND THE TOP HORIZONTAL PIECE THAT Z 15 ATTACHED IN STEP 4 AFTER THE DOOR Z ju 3RD 15 PLACED IN THE OPENING. }- 5/6" TYPE X GYP. BD. PLYWOOD PLATFORM Q Q INTERIOR WALL FINISH FIBER BAIT INSULATION EXTERIOR DOOR 3R5 INSTALL. THE DOOR PLUMB AND SQUARE ANCHORED TO t� PER ENERGY NOTES PER SCHEDULE BY PRE551NG THE NAILING FLANGE tU 2ND 2ND SEALANT WHIC EXTE CONTINUOUS TTHEE ULLL LLEENOGTH STRUCTURE � +U � BEAM PER PLAN OFFSET STUDS AND 2X OR 5X WOOD FRAMED WALL OF THE VERTICAL OPENING EDGES. NAIL dl F- SILL PLATE AS PER STRUCTURAL WOOD DOOR FRAME THE FLANGE TO THE STUDS, — REQUIRED TO 4TH: ATTACH THE FOURTH STRIP OF FLASHING LAST, OVERLAPPING AND SEALED AGAINST ACCOMODATE SHEAR EXTERIOR CEMENT PLASTER THE FULL HEIGHT OF THE OUTER FACE ELEVA110N PANEL. OVER METAL LATH OVER ALUMINUM THRESHOLD OF THE TOP NAILING FLANGE WITH A NON-METALLIC SPACER MINIMUM I LAYER OF GRADE SET IN BED OF MASTIC CONTINUOUS BEAD OF 5EALANT, GUT P.T.D.F. SILL PLATE THE TOP PIECE OF FLASHING SUFFICIENTLY I'" MIN. D BLDG. PAPER AT ALL LONG 50 THAT IT WILL EXTEND PAST THE PER STRUCTURAL VERTICAL WALLS, 2 LAYERS I5T ED6E5 OF BOTH STRIPS OF SIDE FLASHING. STUDS Al ANCHOR BOLTS, AT ALL 50LID 5HEATING BTH: NAIL FRAME 4" FROM EACH END AND SIZE AND SPACING 00 5 16" O.C. TO STUDS. PER STRUCTURAL TOP OF SLAB I/4"/FT MAX. FOR 5 ° Q 26 MIN. G.I. WEEP SCREED LANDING AREA ONLY Q ° 4 W/ HOLES AT �"` D.G., TYP. � SLOPE TO DRAIN ° d 4 AWAY FROM DOOR `' --- OPENING PER PLAN 4 5/S" x 3" LAG BOLT AT EACH END FOUNDATION PER d d ° a ° 4 e 4 NOTE: PROVIDE SOLID BACKING ° . a 8 = ,F TO SUPPORT MOISTOP PAPER. =--- — "SIMPSON" A35 ANCHOR STRIJGT, --� a 4 NPINERAL IMPREGNATED STAPLE PERIMETER OF ° I I!2 E MOISTOP TO FRAMING MEMBERS d d I" FROM OUTSIDE EDGE TO 1 1/2" WIDE 16 GAGE &ALV. 4 a Q ° ,� _ GRADE LINE d , - FIBER EXPANSION STRIP PREVENT WIND DAMAGE. METAL STRAP ENCIRCLING NOTE: 5EE 2001 G.P..C. DOUBLE J015T ° THE WATER HEATER AND SECTION 510 FOR PER PLAN61�GONGREiE STOOP SHEET METAL WHERE SPECIFIED TYP. ANCHORED TO THE WALL ADDITIONAL REQUIREMENTS SHALL BE INSTALLED PER SMACNA d ' a 26 GA, 6.1. PAN RECOMMENDED SPECIFICATIONS FRAMING AT THE TOP AND PLAN NOTE: STRAP SHALL BE BOTTOM {13 OF THE WATER �"". INSTALLED IN A MANNER SEE STRUGT. FOR ° CONCRETE SLAB PER STRIJGT. BY SHEET METAL CONTRACTOR HEATER. /5 O STRAP 4" MINIMUM JO15T5 PER PLAN SHEAR WALL 4. INSTALLED PRIOR To DOOR INSTALLATION. ABOVE CONTROLS. WHICH WILL NOT DEPRESS 4 ANY REQUIRED ENERGY LOCATIONS. °. REFER TO DETAIL 20/VOI FOR ADDITIONAL FLASHING REQUIREMENTS. INSULATION BLANKET. R FLASHING NTH WATER HEATER N75 15 ROUGH OPENING N.T.S. 12 EXT. PLASTER SCREED �'� = � �_�" 8 EXT. DOOR THRESH. �" - �'-�" 4 Dt�t� T� SEISMIC TITS DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949,322.7922 FAX: 949.488.8940 "'.! 0. . • PROPERTY OWNER- PAYAM JAHANGIRI 2189 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754.4111 (W) PROJECT ADDRESS: 318 N. JACKSON ST. ZONE: R1 APN: 198-241-06 LEGAL DESCRIPTION: TR 937 LOT 1 EW FT /0�,vc_ SUBMITTAL SETI r REVISION SUBMITTAL NO. 1 DATE 12 MAY 2005' 40 SUBMITTAL NO.2 a M a I fmikl OWNERSHIP OF DOCUMENTS PLYWOOD WEB JOISTS 1. ALL DRAWINGS, SPECIFICATIONS AND OTHER WORK PRODUCT OF THE ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF THE SERVICE FOR THE PROJECT ONLY & SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT IS COMPLETED OR NOT. REUSE OF ANY OF THE INSTRUMENTS OF SERVICE OF THE ENGINEER BY THE OWNER ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER SHALL BE AT THE OWNERS RISK ANT THE OWNER AGREES TP DEFENT, INDEMNIFY & HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, AND EXPANSIVS INCLUDING ATTORNEYS FEES ARISING OUT OF SUCH UNAUTHORIZED REUSE OF THE ENGINEER'S INSTRUMENTS OF SERVICE BY THE OWNER OR BY OTHERS ACTING THROUGH THE OWNER. GENERAL 1. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS NOTED OTHERWISE. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. 3. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO THE DETAILS SHOWN FOR THE RESPECTIVE MATERIALS. 4. PROVIDE OPENINGS & SUPPORTS FOR MECHANICAL EQUIPMENT, DUCTS, PIPING, VENTSM ETC. AS REQUIRED. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL OPENINGS AND EQUIPMENT NOT SHOWN ON STRUCT- URAL. ALL SUSPENDED EQUIPMENT TO BE PROVIDED WITH APPROVED LATERAL BRACING. 5. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 2001 CALIFORNIA BUILDING CODE (CBC). 6. CONTRACTOR MUST VERIFY ALL DIMESIONS AND SITE CONDITIONS BEFORE START WORK. ENGINEER SHALL BE NOTIFIED OF ANY DESCREPANCIES. 7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUC- TURE. UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTIONS OF PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR THE SAME. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT/ENGINEER DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT/ ENGINEER, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING COW FORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 8. CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER OF ALL DESCREPANCIES BETWEEN NOTES AND DETAILS PRIOR TO PROCEEDING WITH WORK. 9. DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER, ARCHITECT/ ENGINEER AND THE APPLICABLE GOVERNING CODE AUTHORITY. 1. MANUFACTURER SHALL SUPPLY TO ARCHITECT, ENGINEER AND BUILDING DEPAR- TMENT,CALCULATIONS AND SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION, ALL CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED BY A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER. SHOP DRAWINGS SHALL SHOW ALL CRITICAL DIMENSIONS FOR DETERMINING FIT TO THE BUILDING AND THE LOADS THE JOISTS ARE DESIGNED TO SUPPORT. 2. IT SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER TO OBTAIN ARCHITECT AND ENGINEER APPROVAL OF CALCULATIONS AND SHOP DRAWINGS PRIOR TO FABRICATION. 3. JOISTS SHALL BE DESIGNED AND FABRICATED TO SAFELY SUPPORT ALL SUPER- IMPOSED DEAD, LIVE, WIND AND LATERAL LOADS; SPECIAL LOADING SUCH AS MECHANICAL EQUIPMENT, ECT.; AND TO ACCOMMODATE ALL SPECIAL FRAMING CONDITIONS FOR THE SPANS AS INDICATED OR REQUIRED. 4. DEFLECTIONS SHALL BE LIMITED TO THE FOLLOWING: FLOOR JOIST - LIVE LOADS. ................. ....... ................................................... U480 - DEAD LOAD PLUS LIVE LOAD......................................................U360 5. MINIMUM TOP CHORD SHALL BE 2x4 UNLESS NOTED OTHERWISE 6. ALL CONNECTORS SHALL BE ICBO APPROVED AND OF ADEQUATE STRENGTH TO RESIST ALL STRESSES DUE TO THE LOADINGS AS OUTLINED IN NOTE 3 ABOVE 7. CROSS BRIDGING AND/OR BRACING SHALL BE PROVIDED AND DETAILED AS TO ADEQUATELY BRACE ALL JOISTS. SPECIFIED BY MANUFACTURER. 8. LOADS: AS SHOWN ON DRAWINGS PARALLAM "PSL" BEAMS AND HEADERS 1. ALL BEAMS AND HEADERS NOTED AS "PSL" SHALL BE MANUFACTURED/ ENGINEERED BEAMS FROM TRUSS JOIST MAC MILLAN IN ACCORDANCE WITH I.C.B.O. REPORT No. NER481 2. MINIMUM DESIGN PROPERTIES AS FOLLOWS: E = 2.Ox10 PSI F(b = 2900 PSI F(V) = 290 PSI MICROLLAM "LVL" LOISTS AND BEAMS 1. ALL BEAMS AND HEADERS NOTES AS "LVL" SMALL BE MANUFACTURED/ ENGINEERED BEAMS FROM TRUSS JOIST MAC MILLAN IN ACCORDANCE WITH I.C,B.O, REPORT No NER 481 2. MINIMUM DESIGN PROPERTIES AS FOLLOWS: TYPICAL: E = 1,900 KSI F(b) = 2,600 KSI F(v) = 285 KSI GLUE LAMINATED BEAMS 1, ALL GLUED -LAMINATED BEAMS SHALL BE INDUSTRIAL APPEARANCE WITH EXTIOR GLUE UNLESS OTHERWISE NOTED. 2. CANTILEVERED AND CONTINUOUS BEAMS SHALL BE 23F - V8 3. SIMPLE SPAN BEAMS SHALL BE 24F - V4 4. CERTIFICATE OF INSPECTION FOR EACH GLU - LAM BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED TO AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO ERECTION. 5, ALL LAMINATIONS SHALL BE 2" NOMINAL, 6. BEAMS SHALL BE CAMBERED @ MID - SPAN BETWEEN SUPPORTS AS INDICATED ON PLANS. CAMBER AT CANTILEVERED ENDS SHALL BE ZERO. DESIGN - BUILD REQUIRENENTS: 1. THE CONTRACTOR SHALL PROVIDE DRAWINGS AND CALCULATIONS NECESSARY FOR ALL DESIGN ITEMS. THE DRAWING AND CALCULATIONS SHALL BE SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA. 2. DOCUMENTS FOR DESIGN BUILD ITEMS (REFERED TO AS DEFERRED SUBMITTAL DOCUMENTS) SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM WITH A NOTATION. INDICATING THAT THE FEFERRED SUBMITTAL DOCUMENTS HAVE BEEN FOUND TO BE IN GENERAL COMPLIANCE WITH THE DESIGN CONCEPT INFORMATION GIVEN IN THE CONTRACT DOCUMENT PRIOR TO SUBMITTAL TO BUILDING OFFICIAL. THE CONTRACTORS SHALL BE RESPONSIBLE FOR FORWARDING THE SUBMITTAL DOCUMENTS TO THE BUILDER OFFICIAL, RESPONSIBILITY FOR THE DESIGN PROFESSIONAL DEAL APPEARS THEREON. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 3. "DESIGN - BUILD" ITEMS/ELEMENTS (AS DESCRIBED BELOW) SHALL BE DESIGNED BY OTHERS, AND THE GENERAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND THE ARCHITECT. THE ENGINEER OF RECORD HAS NOT DESIGHNED THESE "DESIGN -BUILD" ITEMS. DESIGN SHALL INCLUDE THE DESIGN OF THE ELEMENTS AND ITS CONNECTION TO THE STRUCTURE. SEE NOTE #4 3.1 CURTAIN WALL, WINDOW WALL LOUBRE AND GLAZING SYSTEMS. 3.2 STAIRS, HANDRAILS, GUIDERAILS, AND LANDINGS. 3.3 ELEVATOR GUIERAILS, RELATED SUPPORTS, AND CONNECTIONS. 3.4 SUPPORTS AND CONNECTIONS FOR PIPES, SPRINKLERS, AND WASTE LINES, DUCTS, CONDUITS, SUSPENDED CEILINGS, SOFFITS, LIGHTS, ELECTRICAL EQUIPMENT, AND MECHANICAL EQUIPMENT. 3.5 LADDERS, GATES, AND METAL GRATING 3.6 PRECAST ELEMENTS. 3.7 VENEER ANCHORAGE SYSTEMS. 3.8 ANY STRUCTURE THAT IS NOT SHOWN ON THE STRUCTURAL DRAWINGS BUT IS REQUIRED BY OTHER DISIPLIBES SUCH AS ARCHITECTURAL MECHANICAL, ELECTRICAL, LANDSCAPE, ECT. CONCRETE 1. NO PIPES OR DUCTS ARE TO BE PLACED IN CONCRETE SLABS OR WALLS UN- LESS SPECIFICALLY DETAILED. 2. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33 3. STRENGTH OF CONCRETE SHAL BE AS FOLLOWS: FOUNDATION 150 PCF F'C = 2,500 PSI AT 28 DAYS SLABS ON GRADE 150 PCF F'C = 2,500 PSI AT 28 DAYS WALLS, PEDESTALS 150 PFC F'C = 2,500 PSI AT 28 DAYS 5. SPLICES IN HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED...3" 6. MINIMUM CONCRETE COVERAGE; THE FOLLOWING MINIMUN CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE. SLABS ON EARTH ......................... . ......... . ........................ CENTER OF SLAB CONCRETE BELOW GRADE, FORMED ....... . .. . .. ..........................................3" CONCRETE BELOW GRADE, UNFORMEND ( POURED AGAINST EARTH) 7. DOWELS FOR WALLS SHALL BE THE SAME SIZE SPACING AS THE WALL REIN- FORCEMENT AND SHALL LAP WITH THE WALL REBAR AS NOTED ABOVE UNLESS NOTED OTHERWISE. 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 FOR #3 AND SMALLER AND GRADE 60 FOR #4 AND LARGER, WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A706. 9. ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO THE POURING PF ANY CONCRETE OR GROUT. 10. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPR U.N.O, IN SOILS REPORT WITH A WATER/CEMENT RATIO LESS THAN 0.40 STRUCTURAL STEEL 1, ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A992 2. ALL FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST STANDARD EDITION OF THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 3. NO FIELD CUTTING OR BURNING OF STRUCTURAL STEEL SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/STRUCTURAL ENGINEER 4. ANCHOR BOLTS AND UNFINISHED BOLTS SHALL CONFORM TO ASTM A307 5. ALL WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS USING PROPER E70xx APPROVED COATED RODS AND PERFORMED BY CERTIFIED WELDERS. ALL FABRICATION AND WELDING SHALL BE PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR. WELDING MAY BE PERFORMED IN THE SHOP OF AN ARC PROCESS WITH AUTOMATIC WELDING (SAW-1). LOW HYDROGEN ELECTODES SHALL BE USED IN WELDING OF REINFORCING BARS. 6. ALL PIPE SHALL CONFORM TO ASTM A53 GRADE "B" (35 KSI) 7. ALL TUBE SHALL CONFORM TO ASTM A500 GRADE "B" (46 KSI) 8. MANUFACTURER SHALL SUBMIT COMPLETE SHOP DRAWINGS TO THE ARCHITECT/ STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. 9. ALL STEEL SHALL BE FABRICATED BY A CODE APPROVED FABRICATOR. MASONRY 1. ALL CONCRETE BLOCK SHALLCONFORM TO ASTM C90, GRADE N-1, USE OPEN END BLOCK AS REQUIRED TO ACCOMMODATE VERTICAL REINFORCING. 2. LAP ALL BARS A MINIMUM OF 40 BAR DIAMETER (2" - 6" MINIMUM)AT SPLICES UNLESS NOTED OTHERWISE. 3. ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY. GROUT SOLID ALL CELLS. 4. SPLICES OF HORIZONTAL REBAR IN WALLS SHALL BE STAGGARD. 5. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIXE AND SPACING AS THE WALL OR COLUMN REINFORCEMENT AND SHALL LAP WITH THE WALL OR COLUMN REBAR AS NOTED ABOVE. 6. ALL REINFORCEMENT, BOLTSM ETC, SHALL HAVE A MINIMUM BROUT COVERAGE OF 3/4". PROVIDE 1" GROUT ALL AROUND EACH BOLT BETWEEN BOLT AND BLOCK SHELL. 7. MORTAR SHALL BE TYPE "S" AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH AT 28 DAUS OF 1800 PSI AND MIXED IN THE PROPORTIONS OF 1 PART PORTLAND CEMENT TO 1/2 TO 1/4 PARTS LIME PUTTY TO 2'/2 TO 3 TIMES THE SUM OF THE CEMENT PLUS LIME PUTTY PARTS OF SAND. 8. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS AND SHALL BE MIXED IN PROPORTIONS OF 1 PART PORTLAND CEMENT TO 1/10 PART LIME PUTTY TP 2 TO 3 PARTS SAND TO A MAXIMUM OF 2 PARTS GRAVEL/ 9, RELATIVELY NON -EXPANSIVE FILL SHOULD BE USED IN BACK FILLING BEHIND WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING THE BACK FILL OPERATION. 10. ALL BRICK SHALL CONFORM TO ASTM C62, GRADE MW 11. CEMENT, REBAR, ETC. SHALL BE PER CONCRETE SECTION UNLESS NOTED OTHERWISE. 12. AGGREGATES FOR MORTAR AND GROUT SHALL BE NATURAL AND ROCK CONFORMING TO ASTM C144 AND C404. 1. ALL STRUCTURAL LUMBER SHALL NE DOUGLAS FIR OF THE FOLLOWING GRADES, CONFORMING TO STANDARD GRADING RULES FOR WEST COAST LUMBER, NO 17, UNLESS NOTED OTHERWISE: RAFTERS, AND JOISTS............................................................... NO.2 OR BTR. BEAMS AND STRINGERS. .............. ............. ................... ......... __NO.1 POSTS AND TIMBERS... . ...... ....... ....... ....... ............... ... __ ....... NOA PLATES.... ............ ....... .......... ..................... ....... ................. ...... NO. 2ORBTR. BLOCKING, STRIPPING...............................................................STUD GRADE. STUDS........................................................................PER SCHEDULE ON SD-02. 2. PLYWOOD ROOF SHEATHING SHALL BE APA RATED STIR. I, UNLESS NOTED OTHERWISE, USE EXTERIOR TYPE, MINIMUM C-C GRADE, WHERE PLYWOODIS EXPOSED TO WEATHER. PLYWOOD FLOOR SHEATHING SHALL BE APA RATED STIR. 1, UNLESS NOTED OTHERWISE. ALL PLYWOOD SHALL BE GLUED WITH EXTERIOR TYPLE GLUE, ALL PLYWOOD SHALL CONFORM TO LATEST U,S PRODUCT STANDARD PS 1. INSTALL SHEATHING W/ 1/8" GAP BETWEEN SHEETS. USE T & G SHEATHING AT UNBLOCKED DIAPHRAGMS. 3. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF THE AMERICAN PLYWOOD ASSOCIATION 4. ALL PLYWOOD NAILS SHALL BE COMMON. NAILING SHALL BE PER CHAPTER 23 OF THE U.B.C. 5, UNLESS NOTED OTHERWISE ALL NAILS USED IN CONSTRUCTION OF THIS PROJECT SHALL BE COMMON NAILS AND CONFORM TO: PENNY PENETRATION DIAMETER WEIGHT (INCHES) (INCHES) 8d 11/2 0,131 10d 1 5/8 0.148 16d 1 3/4 0.162 20d 2 1 /8 0,192 6, USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL BY THE PROJECT ARCHITECT OR STRUCTURAL ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVED IN 5/16" PLYWOOD. IF NAIL HEAD PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMYM ALLOWABLE EDGE DISTANCE ARE NOT MAINTAINED THE PERFORMANCE WILL BE DEEMED UNSTATISFACTORY. 7. ALL BEAMS SHALL HAVE POST OR MULTIPLE STUDS BELOW w/ SIMPSON "PC" OR "EPC" CAP, TYPICAL U.N.O. 8. PROVIDE SIMPSON "LU" HANGERS AT ALL JOIST CONNECTIONS 9. PROVIDE SIMPSON "HU" HANGERS AT ALL BEAM CONNECTIONS, TYP. U.N.O. 10. PROVIDE SOUBLE JOISTS UNDER PARTITIONS WHICH ARE PARALLEL TO THE JOISTS. 11. PROVIDE SOLID FULL DEPTH BLOCKING UNDER PARTITIONS WHICH ARE PERPENDICULAR TO THE JOISTS. 12. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUG FIR 2 13..TOP PLATE OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE AS STUDS. SPLICES TO LAP 4'-O" MIN. AND BE NAILED WITH 16-16d MINIMUM EACH SIDE OF JOINT, 14, PROVIDE 1 X 6 DIAGONAL LET - IN BRACING (AT APPROX. 45 DEGREES) EVERY 25' - 0" MAX. IN ALL STUD WALLS NOT PLYWOOD SHEATHED. BRACING SHALL RUN CONTINUOUS FROM SILL PLATE TO TOP PLATE. NAIL WITH 2 - 8d PER STUD AND 3 - 8d EACH END TO PLATES. 15. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. BLOCKING SHALL BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTERS. 16, PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, CEILING AND ROOF. FIRE STOPS SHALL BE 2X NOMIINAL THICKNESS OF WOOD AND SHALL BE THE FULL WIDTH OF THE ENCLOSED SPACE. PLACE FIRE STOPS AT A MAXIMUM SPACING OF 8'- O" IN THE VERTICAL DIRECTION. PROVIDE 2X FIRE STOPS INA ALL FURRED SPACES, VERTICAL AND HORIZONTAL, AND AT MAXIMUM SPACING OF 8'- 0" IN EACH DIRECTION & AT THE SAME LINES AS FIRE STOPS IN ADJACENT STUD WALLS. • 18, STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ECT. UNLESS SPECIFICLY DETAILS. 19. BOLT HOLES IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. ALL BOLTS SHALL HAVE STANDARD CUT WAHSER UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 20. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF SHEATHING PLASTER, ECT. 21. STUDS MAY BE BORED TO 20 % OF WIDTH MAX EXCEPT INTERIOR NON -BEARING STUDS WHICH MAY BE BORED TO 60 % OF THE WIDTH MAX, BORED HOLES SHALL BE LOCATED @ CENTER OF STUD WIDTH, 22, IN NO CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 1" TO THE EDGE OF A STUD. CEILING JOIST SCHEDULE SIZE SPACING MAX. SPAN PLASTER MAX. SPAN GYP BD 2x4 16" O.C. 8' - 0" 10, - 0" 2x6 16" O.C. 12'- 0" 15' - 0" 2x8 16" O.C. 16' - 0" 20'- 0" BRIDGING TO JOIST TOE NAIL EACH END ............ ................ ............................... ............ 2-8d 1" X 6" SUB FLOOR OR LESS TO EACH JOIST, FACE NAIL ........ . ...... . . . . ......... . ........... . ... __2 - 8d WIDER THAN 1"X 6" SUB FLOOR TO EACH JOIST, FACE NAIL..........................................3 - 8d 2" SUB FLOOR TO GIRDER, BLIND AND FACE NAIL ......... ......... ........................ .............. .2-16d SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL. . . .................. _ ... ..................16d AT 16" O.C. TOP PLATE TO STUD, END NAIL ...................... ............ .......... .............. ................ ........ .2-16d STUD TO SOLE PLATE ........... ................. ...................................................................... 4- 8d DOUBLED STUD FACE NAILS............................................................................16d AT24"O.C. DOUBLED TOP PLATES. FACE NAILS . . ...... . .... . ...... . ............................... . ..........16 d AT 16"O.C. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL.. ...... ......... ......... -2- 16d CONTINUOUS HEADER, TWO PIECES.................................................2 ROLLS 16d AT 16" O,C. CONTINUOUS HEADER TO STUD, TOE NAIL... . ..... .................... . ....... . ...... . .. . .... . ......... __4- 8d CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL ........... ............................. ............... 3-16d 1" X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL ...................................... _...2- 8d WIDER THAN 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL ..... ........ ............. ......... ...3- 8d 1" BRACE TO EACH STUD AND PLATE, FACE NAIL ..... ....................................... .............. .2- 8d BUILT UP CORNER STUDS .......................... . ............ . . ........ . ... . .........................16d AT 24" O,C. BUILT UP GIRDER AND BEAMS... _ ...................................................................20d AT 32" O.C. AT TOP AND BOTTOM AND STAGGARD................................ . ........... . ....... . ........ . ............2- 20d AT ENDS AND AT EACH SPLICE 2" PLANKS .................. ...................... ................... ........ ........ ........ ....... .................. ....... 2-16d AT EACH BEARING JOIST OR RAFTERS TO SIDES OF STUDS EIGHT (8) - INCH JOIST OR LESS .......... . ...... . ...... . ..... . ........... . . . ..... . ..........................3-16d FOR EACH ADDITIONAL FOUR (4) INCHES IN DEPTH OF JOIST ........................ .......... .1-16d... JOISTS OR RAFTERS AT ALL BEARINGS, TOE NAILS, EACH SIDE ... 2 ..... ...................... ....... 2-10d BLOCKING BETWEEN JOISTS OR RAFTERS TO JOISTS OR RAFTERS - TOE NAILS, EACH SIDE, EACH END ...................... ........ ...-2-1Od TO JOIST OR RAFTER BEARING - TOE NAILS, EACH SIDE ......... ............................ ..... 3-10d BLOCKING BETWEEN STUDS, EACH END.. ......... ........ ............ _2- 1 Od TOE NAILS OR2-16d RIBBONS TO STUDS ONE(1)-INCH RIBBONS .... ......... ................. ....... .......................................... ................ ..2-8d TWO(2)- INCH RIBBONS ............................... .......................... ............... ....................... 2-16d DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322,7922 FAX: 949.488.8940 PROJECT INFORMATION PROPERTY OWNER PAYAM JAHANGIRI 2109 S. WRIGHT ST„ #F SANTA ANA, CA, 92705 TEL: 714.754.4111 (W) PROJECT ADDRESS: 318 N. JACKSON ST. ZONE: R1 APN: 198-241-06 LEGAL DESCRIPTION: TR937 LOT 1 E85 FT REVISION DATE SUBMITTAL NO. 1 12 MAY 2005 SUBMITTAL NO.2 a • 1 SCALE: AS NOTED JOB NO: 05020 DATE: 05.11.05 DRAWN BY: S.H. FOUNDATION NOTES (2) #4 BARS EMBEDDED 9- INTO FOUNDATION EXCAVATIONS 4 REINFORCEMENT SHALL BE EXAMINED 4 GERTIFIED IN WRITING BY THE PROJECT GEOLOGICAL ENGINEER PRIOR TO INSPECTION BY BUILDING OFFICIAL AND PLACEMENT OF CONCRETE. 2. THERE SHALL BE NO TRENCHES OR EXGAVA- TION5 5'-0' OR MORE IN DEPTH INTO NHIGH A PERSON IS REQUIRED TO DESCEND. OBTAIN PERMIT FROM CA DIV. OF INDUSTRIAL 5AFET1' PRIOR TO ISSUANCE OF GRADING PERMIT. 3. PLASTER NEEP SCREEDS TO BE MIN. 26 OA CORROSION RE515TANT METAL wl MIN. 3 112' VERT. ATTACHMENT FLANGE. SCREEDS TO BE MIN. 4" ABOVE FIN, GRADE OR 2" ABOVE PAVED SURFACES. LAP HEATHER BARRIER w/ EXT. LATH COVER $ TERMINATE ON FLANGE. PER U.B.G.5ECTION 2506.5 4. REFER TO ANCHOR BOLT NOTE FOR BOLT SIZE � 5PAGIN6 4 SILL THICKNESS (9 SHEAR HALLS, 5. NOT USED. 6. HOOD MEMBERS IN CONTACT H/ CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR (P.T.O.F.) OR FOUNDATION REDNOOD wl MARK OR BRAND FROM APPROVED AGENCY. PER U.B.G. SECTION 2317.4 $ 2326b -7. ELECTRICAL OUTLET LOCATIONS IN CONCRETE SLABS SHALL BE VERIFIED w/ ONNER. 8. FOR HOLOOHN5 @ FOOTINGS SEE DETAIL: HOLDOONN HARDHARE TO BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTIONS. ci. STRUCTURAL OBSERVATION PER SECTION 1702 OF THE GBG SHALL BE PROVIDED HHEN 50 DESIGNATED BY THE ARGHITEGT OR ENGINEER OF REGORD OR, NHEN SUCH OBSERVATION 15 SPECIFICALLY REQUIRED BY THE BUILDING OFFICIAL. "MA, 2 wm N h�- �-U-v W - 21 r*- " TYF16AL NON -SHEAR NALL ANCHOR BOLTS SHALL BE 5/8" DIA. N1 2" 50. X 3\16" THK HA5HER5 9 4&"O.C. ALL ANCHOR BOLT EMBEDMENT TO BE MINIMUM 7" INTO FOOTING BEYOND GOLD JOINT. SILL PLATES SHALL HAVE MIN. 2 ANCHOR BOLTS w/ ONE BOLT NITHIN 12" OF EACH ENO OF SILL. NUT v4/ MASHER SHALL BE TIGHTENED ON EACH BOLT TO THE SILL PLATE PER U.B.C. SECTION 1506.6 NON-5HEAR HALL INTERIOR FOOTINGS MAY HAVE "RAMSET" 114" DIA. SHOT PINS @ 2411 0.6., 1.63.0. NO. 163cf, OR APPROVED EQUAL, SHOT FIN EMBEDMENT TO BE MINIMUM 1 112" INTO CONCRETE, ALL BOLT HOLES SHALL BE DRILLED 1/32" TO Illrb" OVERSIZED. APPROVED PLATE NA5HER5 REQUIRED FOR ALL HOLD-DOHNS CONNECTOR BOLTS. HOLD-DOHN5 TO BE TIGHTENED JUST PRIOR TO COVERING THE NALL FRAMING. FOUNDATION ANCHOR BOLTS IN HALLS SHALL HAVE AN APPROVED PLATE HASHER UNDER EACH NUT AND THE NUTS SHALL TO BE TIGHTENED JUST PRIOR TO COVERING THE HALL FRAMING. ANCHOR BOLT SPACING AT SHEAR HALLS SHEAR ANCHOR BOLT SIZE $ SPACING HALL# w/ MIN, 2x FTDF SILL A5/8" DIA. ANCHOR BOLTS 9 54" O.G. FOUNDATIONPLAN SCALE: 1/4" l'-O" � 518" DIA. ANCHOR BOLTS (9 36" O.G. A5/&" DIA. ANCHOR BOLT5 @ 24" O.C. SHEAR ANCHOR BOLT5IZE 4 SPACING NALL# wl MIN. 3x FTDF SILL II 5/5" DIA. ANCHOR BOLTS @ 16" O.G. 12 3/4" DIA. ANCHOR BOLTS @ 24" O.C. 3/4" DIA. ANCHOR BOLTS @ 24" O.G. PAD SCHEDULE 14 5/4" DIA. ANCHOR BOLT5 @ 16" O.G. TYPE AREA DEPTH REFORCING O FOOTING SCHEDULE TYPE SIZE REFORCING F-1 12" WIDE X 12" DEEP (1)#4 BAR TOP & BOTTOM I WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. NHERE SHEAR PANELS OCCUR ON BOTH 51DE5 OF A NALL ANCHOR BOLT SPACING SHALL BE HALF THAT SPECIFIED IN TH15 SCHEDULE. FOR EXIST. FTO. USE "SIMPSON" EPDXY ET H/ MIN. 6" EMBEDMENT W INSPECTION, FOR SIZE AND SPAGINO OF BOLT55EE ANCHOR BOLT NOTE ABOVE 1. ALL 5TUD5 SHALL BE SPACED @ 16' O.G. 2. ALL!5TUD5 AND TOP PLATES AND ANCHOR 5ILL'5 AT HALL #'5 10,11,12,13,$14 KITH SHEAR 350 P.L.F. a GREATER SHALL BE 3X OR HIDER AT PANEL JOINTS, AND SILL AT FTO.'5- 5. ALL NAILS FOR PLYNO SHALL BE COMMON NAILS U.N.o. 4. ALL NAILS SHALL BE STAGGERED HHERE NAILS SPACED 2 INCHES O.G. 5. ALL LAC- BOLTS SHALL HAVE 1.5" MIN. EMBEDMENT INTO SUPPORTING MEMBERS. (b. ALL 20d NAIL HOLE55HALL BE PREDRILLED. 7. ALL PLATE MASHERS FOR SILL ANCHOR BOLT5 SHALL BE MIN. 2" 50. X 5/16" THK AND USED ON EACH BOLT. &. FOR ANCHOR BOLT LENGTH, REFER TO FOUNDATION DETAILS. ALL ANCHOR BOLTS SHALL HAVE -P MIN. EMBEDMENT FROM FIRST FOUR. LLI DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 I PROPERTY OWNER. PROJECT ADDRESS: ZONE: APN: LEGAL DESCRIPTION: PAYAM JAHANGIRI 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754.4111 (W) 318 N. JACKSON ST. Rl 198-241-06 TIR 937 LOT I E85 FT ISUBMITTAL SET I REVISION N N., I I Hah ol w F17-1w 12 MAY 2005 SCALE: AS NOTED JOB NO: 05020 DATE: 05.11.05 DRAWN BY: S.N.I WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. HANGER 5FEC I F I CAT I ON5 GEILING JOISTS "SIMPSON" HANGER JOIST SIZE J015T SPAN FACE TOP 2x12 < 26'-O" U210 JB212 2x10 < 24'-0" LU2b JB210 2xb < 21'-0" LU526 JB25 2x6 < 16'-0" LU526 JB26 2x4 <10-0° U24 HU24TF HAN(5r-R SF E-C I F I CATION a ROOF RAFTERS "SIMPSON" HANGER JOIST SIZE JOIST SPAN FADE TOP 2x12 < 23'-0" U210 JB212 2x10 < IC,-0" LU2b JB210 2x& < 15'-0" LUS26 JB25 2xb < II '-0" LUS26 JB26 HANGERS TO BE 5KENED/5LOPED AS REGUIRED HANGER IF I CAT IONS FLOOR JOISTS "SIMPSON" HANGER JOIST SIZE JOIST SPAN FACE TOP STEEL TJI PR0550 < 25'-0" MIU4q ITT411.50 ITT411.25 TJI PR0250 < 20'-0" IUTII ITTll.bb ITTIL25 2x12 DJ < 15'-0" U210 JB212 JB210 2X10 DJ < 10'-O" LU528 JB210 LB2& (TYP.) ROOF SHTG. TO BE 1/2" EXTERIOR GRADE PLYHOOD (32/16) w/ bd @ 6" O.G. BOUNDARIES $ PANEL EDGES, � bd @ 12" O.G. IN FIELD. U.N.O. ROOF DIAPHRAGM NAILING TO BE IN5PEGTED BEFORE COVERING. FACE GRAIN OF PLYNOOD SHALL BE PERPENDIGULAR TO SUPPORTS, THE UNINCORPORATED AREA OF THE COUNTY IS CONSIDERED TO BE A "SPECIAL HIND REGION." ALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFAGTURER'S INSTRUCTIONS. ALL FASTENERS TO RE515T HIND LOAD OF NOT LE55 THAN 50 MPH O.G. BLDG, ORD. #3b6q SEE DETAIL: 15/D-12 ROOFING MANUFAGTURER TO PROVIDE SAMPLES OF GOLOR5 AT JOB SITE FOR ONNER AND D.G.A. APPROVAL. PRIOR TO ORDERING OF MATERIALS. PROVIDE 6.1. METAL FLASHING AT ALL ROOF 9 MALL INTERSECTIONS. PROVIDE G.I. METAL FLASHING AT ALL VALLEYS. SEE GENERAL NOTES a 5PEG I F I GATI ON5 FOR ADDITIONAL FRAMING a MATERIALS NOTES. ALL RIDGE HEIGHTS ARE TO TOP OF FINISH ROOFING MATERIALS. HATCHING INDIGATES "CALIF." ROOF FRAMING. SHADED AREAS INDICATE INTERIOR BEARING HALLS, BEAMS OR FULL HT. SHEAR HALLS BELOH. PROVIDE 2x6 KICKERS FROM BEARING POINTS $ WALLS BELOH TO HIPS, VALLEYS 4 RIDGES © 45 DEG. ANGLE MIN. ATTIC \/ENT NOTE SEE SHEET A-4.1 FOR ATTIC, VENT NOTES STUD SIZE NOT BEARING NALLS 2x4 STUDS a kb" D.G. MAX. HT.: 10'-0" 3x4 STUDS a 16" O.C. MAX. HT.: 10'-0" 2xb STUDS (g lb" O.G. MAX. HT.: 14'-0" 2x8> STUDS 9 16" O.G. MAX. HT.: 16-0" NON-SEAR.IN0 HALLS 2x4 STUDS @ 16" O.G. MAX. HT.: 14'-O" 2x3 STUDS @ 16" O.G. MAX. HT.: 14'-O" 2x6 STUDS @ 16" O.G. MAX. HT.: 20'-O" UTILITY GRADE STUDS SHALL NOT BE SPACED MORE THAN 16" O.G., OR SUPPORT MORE THAN ONE ROOF AND GEILING, OR EXCEED b'-D" IN HEIGHT FOR EXTERIOR AND LOAD BEARING WALLS, OR 10'-0" IN HEIGHT FOR INTERIOR NON -BEARING HALLS. ALL PLUMBING HALLS TO BE 2 x 6 STUDS MIN. STUD MAX. HEIGHTS PER U.B.G. TABLE 23-1-R-3 LEOEND -SHEAR PANEL PER 5GHEDULE Z)� ENGINEERS SHEAR NALL # PER S.W. STRUCTURAL GALGULATION5 L- (2- PANEL LENGTH A----- --MOMENT FRAME SHEAR PANEL r/rrrrr//rrr///rrrrrr/r//r/rrrrrrr/rrr/% i " ! i # BEAM ELEVATION PER SCHEDULE ON PLAN BEAM # PER ENGINEERS GALG5. 4�D BEAM/JOIST LINE BEARING POINT FROM ABOVE ON BEAM J015T/RAFTER SPAN, TYPE AND 51ZE PER 5GHEDULE GANTILEVERED JOISTS 2xb STUDS Cad 16" O.G. INTERIOR BEARING HALL CONTINUED F05T FROM ABOV-w R g BUILDING SECTION REFERENCE LETTER 12 BUILDING SECTION SHEET NUMBER 2 DETAIL REFERENCE NUMBER D4 DETAIL SHEET NUMBER 1. USE "SIMPSON" HANGERS OR APPROVED EQUAL AT JOISTS HANGING FROM BEAMS, AND AT ALL BEAM TO BEAM GONNEGTIONS PER PLAN. 2. BEAM5 AND HEADERS LARGER THAN 4x10 TO BE SUPPORTED AT EACH END WITH A 4x POST OR LARGER. BEAMS AND HEADERS 4x10 OR SMALLER TO BE SUPPORTED AT EACH END BY DOUBLE STUDS EXCEPT AS NOTED ON PLANS. 3. PROVIDE "TJI-550" OR EQUAL BELOW WALLS EXCEPT AS NOTED OTHERHI5E ON PLANS @ COMPOSITE TRUSS FLOOR FRAMING. PROVIDE "TJI" BLOCKING BELON WALLS PERPENDIGULAR TO JOISTS. 4. PROVIDE DOUBLE JOISTS BELON NON -BEARING, AND TRIPLE JOISTS BELOW BEARING WALLS EXCEPT AS NOTED OTHERN15E ON PLANS @ 2x STANDARD FLOOR FRAMING. BOND 2x'S KITH 2-16d R.5. NAILS @ 24" O.G. ALTERNATE SIDES_ SOLID BLOCK BELOW WALLS PERPEN- DIGULAR TO JOISTS, 5. FIREBLOGK ALL DROPPED AND SOFFITED GEILIN05, TYPICAL. 6. PROVIDE RAFTER TIES @ 45" O.G. IN LONER 1/3 OF ATTIC 5PA6E NHERE CEILING JOISTS ARE NOT PARALLEL TO ROOF RAFTERS. -7, ALL FRAMING HARDNARE TO BE "SIMPSON STRONG TIE ING." OR APPROVED EQUAL. b. NHERE DBL. TOP PLATES ARE BROKEN OR INTERRUPTED PROVIDE MIN, 1/b" THK.x 1-1/2" HIDE METAL TIE STRAPS. LAP ALL TOP PLATE 5PLIGE5 MIN. 4'-0". q. ALL UN5PEGIFIED HEADERS TO BE MIN. 4x4. 10. ALL POSTS 4x4 AND LARGER TO HAVE "SIMPSON" A-35 EAGH 51DE OF POST TO TOP AND BOTTOM PLATES U.N.O. ON PLANS. 11. ALL PLUMBING HALLS TO BE MIN. 2xb STUDS. 12, GLUED -LAMINATED BEAMS SHALL BE MARKED AN51/AITG STANDARD AIgO.I. 13. PROVIDE FIELD INSPECTOR WITH APPROVED "GERTIFIGATION OF IN5PEGTION" FOR ALL GLUED -LAMINATED BEAMS. 14. ALL UPPER FLOOR. SHEAR PANELS AND BEARING WALLS TO EXTEND TO ROOF FRAMING MEMBERS. 15. NHERE SHEAR NALL5 ARE GONTINUOU5 AGRO55 OTHER HALLS, POPOUTS OR FURRING, APPLY SHEAR PANEL PRIOR TO OTHER FRAMING TO PRESERVE SHEAR WALL CONTINUITY. 16. STRUCTURAL OBSERVATION PER SECTION 1-702 OF THE GBG SHALL BE PROVIDED NHEN 50 DESIGNATED BY THE ARCHITECT OR ENGINEER OF RECORD OR, HHEN SUCH OBSERVATION 15 SPEGIFIGALL r` REQUIRED BY THE BUILDING OFFIGIAL. I-7. LAG BOLTS: PROVIDE LEAD HOLE 40% - -70% OF THREADED SHANK DIA. AND FULL DIA. FOR SMOOTH SHANK PORTION. cJ' HF-AR FANEL. SCHEDULE NALL# PLYWOOD 6 NAILING PER ALLOWABLE SILL NAILING U.B.G. TABLE 23-1-K-1 SHEAR `7/8" 5TUGG0 O/ PAPER LATH w/ lb GA. A,5BAGKED STAPLES @ b"O.G. AT T$5 I80 PLF Ibd 0 b" Q.G. PLATES, EDGE OF SHEAR WALL AND ON FIELD 3/b" 5TRUGT. II PLYWD. A w/ 8d @ 6"O.G. BOUND. 4 260 PLF Ibd @ b" O.G. EDGES 4 12"O.G. FIELD 3/b" 5TRUGT. 11 PLYWD. A w/ 8d @ 4"O.G. BOUND. � 34G PLF ibd @ 4"O.G. EDGE5 4 12"O.G. FIELD SHEAR WALL # ANGHOR BOLT SIZE $ 5PAGING W/ MIN 3X PTOF SILL 3/b" 5TRUGT. II PLYWD. 20d @ 5" O.G. A w/ bd @ 3"0.6. BOUND. 8 490 PLF O OR 1/2" DIA LAO EDGES & 12"O.G. FIELD BOLTS AT 16" O.G. 5TRUGT. 11 PLYWD, 20d 0 2-1/2" O.G. AG3/b" w/ bd a 2"0.6. BOUND. 4 b30 PLF OR 1/2" DIA. LAG EDGES d 12"0.6. FIELD BOLTS AT 12" O.G. 15/52" 5TRUGT. II PLYWD. 20d @ 2" O.G.w/ A IOd @ 2"'O.G. BOUND. 8 -7?0 PLF OR I/2" DIA. LAG ED 2E5 9 12"O.G. FIELD BOLTS AT 10" O.G. Ia/32" 5TRUCT. It PLYWD. 20d d 2" O.G. A w/ IOd @ 2"O.G. BOUND. a b"i0 PLF OR 112" DIA. LAG G E06E5 4 12"0.6. FIELD BOLTS AT b" O.G. j# \ INDIGATES SHEAR WALL NOT �--� INGLUDED IN 5TRUGT. DESIGN FOR SHEAR PANELS 11, 12, 13 d 14 PROVIDE MIN. 3x BOUNDARY MEMBERS 8 SILL PLATE (350PLF) w/ STAGGERED NAILING 6 BOUNDARIES $ E06E5. THE -MAX. HEIGHT TO WIDTH RATIO FOR SHEAR WALLS IS 2:1 UNBLOCKED SHEAR WALLS ARE NOT PERMITTED. WHERE PANELS ARE APPLIED TO BOTH FAGES OF A WALL d NAIL SPAGINO 15 LESS THAN 6" O.G. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE MIN. 3x W/ NAILS ON EAGH SIDE STAGGERED. SILL NAILING SHALL BE HALF THAT SPECIFIED IN THIS SCHEDULE AND 5TA66ERED w/ MIN 3x SILL PL. (1), ALL STUDS SHALL BE 5PACED @ 16" O.G. (2). ALL NAILS FOR PLYWOOD SHALL BE COMMON NAIL-5 UNO. (5). ALL NAILS SHALL BE 5TA66ERED WHERE NAILS SPACED 2" O.G. (4). ALL FIELD NAILS TO BE 10d « 12" O.C. (5). ALL LAG BOLTS SHALL HAVE 1-1/2" MIN. EMBEDMENT INTO 5UPPORTINO WOOD MEMBERS. (b). ALL 20d NAIL HOLES SHALL BE PREDRILLED. 1-11 TOP OF BEAM @ TOP OF J015T5 2] TOP OF BEAM CCU BOTTOM OF JOISTS TOP OF 2x NAILER a TOP OF JOISTS 4 G TOP OF 2x NAILER (@ BOTTOM OF JOISTS 1-51 �� BOTTOM OF BEAM @ BOTTOM OF GLG. JOISTS BOTTOM OF BEAM @ TOP OF PLATES TOP OF BEAM @ TOP OF PLATES TOP OF BEAM @ BOTTOM OF BEAM # ME DESIGN HUDGINS 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 PROPERTY OWNER PROJECT ADDRESS: ZONE: APN: LEGAL DESCRIPTION: PAYAM JAHANGiRI 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754.4111 (W) 318 N. JACKSON ST. R1 198-241-06 TR 937 LOT 1 E85 FT ISUBMITTAL SET I REVISION SUBMITTAL NO, 1 SUBMITTAL NO.2 DATE 12 MAY 2005 SCALE: AS NOTED JOB NO: 05020 DATE: 05.11.05 DRA) BY: S.H. B.N. A35's @ 16" O.C. 2X4 STUDS @ 16" O.C. Z: 1 2X6 BLOCK 2X6 F.J. @ 16' 2X BL<6 2. ROOF RAFTERS PER PLANS 16d @ 8" O.C. 3. EDGE NAILING MIN, (0-16d MIN. (2)-I(gd 4. SIMPSON MSTA24 5.4x BEAM PER STRUCT. PLANS MIN, (b)-Ibd A35!s @ 16" O.C. 3/4" CDX T&G PLYWOOD 4x6 GIRDER NAILS AT J5T TO PARTITION NAILS AT _1ST ST ON TO PARTITION 6. (3) 2X4 STUDS NAILS AT J5T 2X6 BLOCK low SHEATHING W/ 10d @ 6' O,C. AT EDGES AND 10"O.C. IN (EACH SIDE) (EACH SIDE) 7. DBL. TOP PLATES TO _15T FIELD - P.1, 32/16 U.N.O. 2x6 F.J. @ B.N. 16" O.C. 66T EACH SIDE 2X6 MUD SILL W/ 3/16"X 3 1/2" x Ivi h I v POWER DRIVEN PIN W1 16 4X4 POST x IALLLA, GA. WASHER A35 EACH SIDE / \ } R-19 BATT. d 2 5 T T T T x x I NSUL. to 1 7- >< IT 2X6 P.T. D.F. SILL WITH 5/8" DIA z 4x6 GIRDER Q F 3;E X 10' ANC. BOLTS @ 72- O.C. Zv 2x ELKO 2x JOISTS PER PLAN /7\ 7 2x BL<& 2x J015T5 PER PLAN 6- 01�DER 0 0 2x WALL PEP, PLAN 7 Ii INTERIOR FINISH v 66TFv fg EA, SIDE 4X4 POST CONCRETE #4 BARS PIER 77-718" SQ. IN"I". CLG. JST @ PARTITION 17 DRAG @ BEAM 13 INT. CLG. JST @ PARTITION 9 INT. 1-STORY FTG. 111=1I-oll 5 GIRDER PIER 1 2X4 STUDS @ 16- O.C. 16d A 8" O.C. PLYWOOD WHERE E. STUD WALL WHERE PLYWOOD WHERE OCCURS OCCURS OCCURS A36s @ 16"O.C. E.N.E.N. E, E. 2x BLOCK 4- 2X6 F.J. PER PLAN B.N.1 PLYVV ROOF 5HTO SIMPSON" 0 AN RAFTERS PER _/ _�' PLAN , A35s @ 16" O.C. (5) 16d WIDTH-- MAX BORE 60% OF WIDTH JE A35 PER SCHEDULE 2x4 - (2 1/8" DIA. HOLE) NN, - EN., .5IMP50IN" A35 PER SCHEDULE E.N. E. SHEATING 2x RAFTERS 5/8" MIN. 2x6 - (3 3/16" DIA. HOLE) MIN. 24" WIDE x 18"HIGH CRAWL SPACE ACCESS 314"CDX T&G PLYWOOD DBL. TOP PLATE PER PLAN EDGE DIST. SHEATHING W/ 10d @ 6' O.C.L , P 5HEAR WALL PER PLAN SIMPSON A35 @ 24" 4" WIDE CURB WALL, AT EDGES AND 10" O.C. IN > O.C. FIELD - P.I. 32/16, GLUE. � 2x STUDS @ 16' O.G. E. FLR. JOISTS EN. 8d @ V FE R- 19 BATT. 6" O.C, A I zo INSUL. 2x 5TUD5 Q 16" Or, 1 4 7 1 + SHEAR WALL PER PLAN E.N. E.N. 2x 5LOGKIN6 "51MF50N" A35 MAX NOTCH 40% OF WIDTH PER SCHEDULE GEILINO JOISTS 2x4 - (1 3/8" DEEP NOTCH) #4 BARS E.N. PER PLAN 2x6 - (2 1/8" DEEP NOTCH) DEL. TOP PLATE 4— "SIMPSON" A35 5PACIN6 & TOP PLATE, U.N.O. ON PLANS SHEAR MALL # PANEL ONE 51DE PANEL TWO SIDES NONE 32" O.G. ci 20" O.G. 10.5" O.G. 10 14" O.G. -io, O.G. It II" C.C. 5.5" O.G. 12 51 O.G. 4.5" O.C. 15 T O.G. 14 611 O.G. + 2x SOLID SHEATHING 0/ 7 + BLOCKING FLOOR JOISTS to PER PLAN 2x JOISTS 2X LEDGER W1 1/2" E. PER PLAN SIMPSON A35 LAG BOLTS STAG'D 16" @ 48" O.C. O.C. IN PRE -DRILLED HOLES. SHEAR WALL PER PLAN E. FOOTING 2" NOTE: PROVIDE 4" WIDE CURB WALL AROUND THE OPENING, CURB WALL TO EXTEND MIN. 2' ABOVE FINISH GRADE. INTERIOR CURB DIMENSIONS TO BE 24X24" NOTCHING/BORING @ 18 18"X24" CRAWL ACCESS 14 SHEAR TRANSFER lo . . NRAISED FLRTO (E) 6 EAVE DETAIL 111=1I-11 0 2 INT. NON -BEARING WALLS POST PER PLAN SIMPSON 8d AT 6" 2x SOLID BLOCKING (EXCEPT WHERE ENDS OF JOISTS A34 EA. END O.C. ARE NAILED TO A HEADER AND/OR RIM JOIST OR TO C13 AN ADJOINING STUD OR BY OTHER APPROVED MEANS). RiDOE BEAM OR BOARD PER PLAN SEE PLAN 0 z uj '51MF5ON" A35F AT EA 51 OF OF P05T EQ. EQ. k "SIMPSON" 5T22 @ 32" O.G. 0 2X BLCWG 0 4x <11,16, POST PER PLAN PLYWOOD ROOF 5HT6. 10 z 0 0 04 O 0 DEPT to M m cy NOTCHES NOT PERMITTED WITHIN MIDDLE 1/3 SPAN NOTCHES WITHIN 1/2 BUT BORED HOLES ARE BORED HOLES ALSO SPAN EACH END PERMITTED PERMITTED H (D) A35 AT EA 4— — 51DE OF P05T 2X4 FULL HIGH STUD WALL PER PLAN NO BREAK @ DBL STUD BELOW K.P, CLG LEVEL RAFTERS PER PLAN Vwl HPR OR BEAM WHENRI DOE BOARD PEP, PLAN FIREBLOCK OCCURS PEP, PLAN CONCRETE PIER w ''1 7 BARS EACH WAY PER FDI PER PLAN PLAN NOTCHING/BORING @ SIMP. HD W/ !If= I -oil FLR. JOISTS 17 KING POST 15 RIDGE TO RAFTER 11 STAB BOLT 7 BARGE DETAIL 1 3 MAX BORE 40% OF WIDTH PLYWOOD & B.N. 16d @ 8" O.C. 2X4 STUDS @ 16' O.C. 16d @ 8' O.G. RAFTERS PER PLAN WHERE OCCURS A35 (CD 16" O.G. WHEN 4— WIDTHf 2x4 - (1 3/8" DIA. HOLE) NO SHEAR OCCURS PLYWOOD WHERE A35�s @ 16" O.C. f 2x6 - (2 1/8" DIA. HOLE)LYVV ROOF 5HTO o/ 2x6BLOCK 3/4" CDX T&G PLYWOOD OCCURS . E.N.ESHEATHING W1 10d @ 6" O,C. k, 3/4" DX T&G PLYWOOD 5/8" MIN. AT EDGES AND 10" O.C. IN 2X6 BLOCK SHEATHING W/ 10d @ 6' O.G. N" t B.N.I. FIELD - P.I. 32/16, GLUq. p 5' PP5Eo _ AT EDGES AND 10" O.C. IN EDGE DIST. r5�FrH' EDULE 2X6 P.T. D.F. SILL ---- ---- FIELD - P.I. 32/16, GLUE. MIN DEL STUDS @ WITH 5/8" DIA X 10" B.. F END OF SHEAR PANEL SILL E.N., DIA X1 MAX BORE 60% OF WIDTH EN, ANC. BOLTS @�72' 2X6 F.J.F,J. @16' O.C.O.C� -------- 0 2X6 P.T. D. F. SILL WITH 5/8" O.C. WITHIN 12" OF 17 7 T ON DBL. STUDS. NO MORE HP PER PLAN DBL. TOP PLATE ENDS Qsm 1 _4X6 GIRDER DIA. X 10" ANC. BOLTS @ 72' 2X6 @16' O.C. (I=) Sill PLATE NEV4 CRIPPLE HALL B�NI PT. DF. O.C. WITHIN 12" OF ENDS THAN 2 PER DBL. STUD 2x STUDS @ 16" O,G. R-19 BATT. -(21/" DIA. HOLE) (E40NC SLAB Z ro___o_1 B.N� INSUL. 8 0 p E. SHEAR HALL PER PLAN 2x4 �OOTINC <* 2x6 - (3 3/16" DIA. HOLE) V_ 66T EA. SIDE 0 It NEW CRIPPLE WALL SIMPSON GF146-6 4X4 POST 2x STUDS a Iro" O.G. SHEAR 1,4ALL PER PLAN GIRDER HANGER M PT. DF. w V_ Z MAX 1\1r)TrI-4 91;0/- r)l= WIDTH' A35 EA. SIDE 2x4 - (7/8" DEEP NOTCH) 2x6 - (1 3/8" DEEP NOTCH) 3;'EP6E DISTANCE 5 MPSON SET EPDXY STUD LEFT SHALL BE SOUND RR #.252-79 WOOD, & HAVE NO KNOTS, BREAKS SPLITS EXCESSIVE CONTINUOUS TO RAFTER w co F_ E.N. I 2x6 MUD SILL Q� = :t NEW CEILINGABOVE N. JOISTS M W1 3116" X 3 VZ' 0) #4 BARS EXISTING #4 BARS PER PLAN POWER DRIVEN 04 DBL. TOP PLATE PIN W/ 16 GA, z 0 FX15TINO 5TUP5 0 16" O.C. WASHER 1< SHEAR WALL PER PLAN 4— $ $ 12' CONCRETE NOTE: WHEN EXISTING FTG ANCHOR BOLT TO BE PLACED WITH "SIMPSON" ET22 3/8" SLOPE OF GRAIN, ETC. PIER DIA. SPACED TO MATCH SCH. ON FDN. PLAN wl MIN. 9.5"EMBEDMENT INTO EXISTING 18" SQ. FDN. INSTALL PER MANUF. SPECS. 1.75" MIN, EDGE DISTANCE TO A BOLT A NOTCHING/BORING @ 20 HD2A TO E. FDN.14. 1 .16 SHEAR TRANSFER... 12 GIRDER END1E E 138 EXT. 1 STORY FTG. 10=11-oil 4 EXT. & BEARING WALLS -- --------- "SIMPSON" A35 SPACING @ TOP PLATE, U.N.O. ON PLANS SHEAR WALL # PANEL ONE SIDE PANEL TWO SIDES NONE 52" O.G. — q 20" O.G. 10,5,, O.G. Id 14" O.C. 1.0" O.C. 11 111, O.G. 5.5" O.G. 1 12 1 5" O.C. 4.5" Q.G. 13 7" O.G, 14 ro" O.C. Iri —6- DESIGNER, s*1t-;1v HUDGINS DESIGVJ 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 V& 3 d DOW PROPERTY OWNER PAYAM JAHANGIRI 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714,754.4111 (W) PROJECT ADDRESS: 318 N. JACKSON ST. ZONE: APN: LEGAL DESCRIPTION: R1 198-241-06 TR 937 LOT I E85 FT SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 12 MAY 2005 SUBMITTAL NO. 2 SCALE: AS NOTED JOB NO: 050201 DATE: 05.11.05 DRAWN BY: S.H. 17 &1 141A '01 2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page I of 3) CF-IR Addition to Jahangiri Residence 05/11/2005 Project Title Date 318 N. Jackson St— Santa Ana Project Address Building Permit ff Scott Hudgins (949) 322-7922 Plan Check Date Documentation Author Telephone Pacakged CZ-08 Field Check / Date Compliance Method (package or Computer) Climate Zone A-- 1 1- t ),Iv GENERAL INFORMATION Total Conditioned Floor Area 480 ft, Average Ceiling Height: 8'-0" ft Conditioned Slab Floor Area ft' Building Type: Single Family X Addition (check one or more) Multi -Family — Existing -Plus -Addition Front Orientation- EAST North / South / East / West / All Orientations (input front orientation in degrees from True North and circle one) Number of Stories I Number of Dwelling Units: Floor Construction Type: Slab/Raised Floor (circle one or both) RADIANT BARRIER (required in climate zones 2,4,8-15) Required for this submittal X yes BUILDING ENVELOPE INSULATION no Component Type Frame Type wd = wood stl = steel Cavity Insulation R-Value Sheathing Insulation R-Value Total R- Value' Assembly, U-Factor' Location/Comments (attic, garage, typical, etc.) Wall Wall WD Exterior Roof Roof WD R-30 Ceiling Floor Floor WD R-1 9 Raised Floor Slab Edge 'For prescriptive compliance, Total R-Value and Assemblv U-Factor are not required for a wood -framed wall that meets cavity R-value insulation requirements for the Prescriptive Package. FENESTRATION Shading Devices Fenestration #/Type/Pos. Orien- tation Area (ft) Fenestration U-Factor Fenestration SHGC Exterior Shading Art. Overhangs/ Fins Front Front Left SOUTH 40 0 0.45 Left Rear WEST 12 0.75 0.45 Rear Right NORTH 52 0.75 0.45 Right Skylight Skylight Compliance Forms August 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF-IR CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-1R Addition to Jahangiri Residence 05111/2005 Addition to Jahangiri Residence 05/11/2005 Project Title Date Project Title Date HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. COMPLIANCE STATEMENT Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (ftimace, heat Efficiency Location Piping Then-nostat Configuration This certificate of compliance lists the building features and performance specifications needed to comply with PUM2, etc.) LAFUE or HSPF) (ducts, attic, etc..) R-Value h2e (sElit or plckM) Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement Existing them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that Cooling Equipment Minimum Duct Heat Pump is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using Type (air conditioner, Efficiency Location Duct Thermostat Configuration duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS heat purne, evap. cooling) (SEER) (attic, etc,) R-Value Type (split or package) rater. Existing SEALED DUCTS and TXVs (or Alternative Measures) X Scaled Ducts (all climate zones) (Installer testing and certification and HERS rater f teld verification required) F.-I TXVs, readily accessible (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) 11 Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) M 01 Alternative to Scaled Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Climate Zone Window SHGC Window U-Factor SEER Heating WATER HEATING SYSTEMS Energy' External Rated' Tank Factor or Tank Water Heater Distribution Number Input ((cur Capacity Recovery Standby' Insulation 11pe 1112e in System or Btu/hrl (Lallons) Efficient Loss (%) R-Value 1. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and beat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, .Recovery Efficiency and Standby Loss, For instantaneous gas water beaters, list rated input and recovery efficiencies. SPECIAL FEATURES (add extra sheets if necessary). Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 200 1 Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness, and description). A-2 Compliance Forms Designer or Owner (per Business and Professions Code) Documentation Author Name: Title/Firm: Hudgins Design Address: 27626 Paseo Sonata San Juan Capistrano, CA, 92675 Telephone: (949) 322-7922 Lie. #: 5/11/2004 (signature) (date) Enforcement Agency 4ame: Lam Nguyen i"itle: Agency: Telephone: (717) 538-3828 5/11/2005 (signature / stamp) (date) A-3 Compliance Forms Project Plan Check No: Project Address: 3 18 N Name: Title/Firm: Address: Scott Hudgins 27626 Paseo Sonata San Juan Capistrano, CA, 92675 Telephone: (949) 322-7922 (signature) August 2001 Jackson St. Suite No. 5/11/2004 (date) F-11 El I THIS FORM IS TO BE COMPLETED BY A QUALIFIED. ENERGY PLAN CHECK CONSULTANT OTHER THAN THE ENERGY , DESIGNERIDOCUMENTATION AUTHOR. I have reviewed the calculations and drawings for the above project and find both to be in compliance with the Energy Efficiency Standards and Administrative Requirements of the California Code of Regulations, Title 24, Parts I and 6. 1 understand that this review was performed as a representative for the enforcement agency, The City of Santa Ana Building Safety Division. Signature: Date: 05/09/2005 Print Name: Lam Nguyen G/ Title: (714) 392-5481 Company Name: Company Address: Phone No. 12277 Baja Panorama, Santa Ana, CA A a M