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Home My WebLink About10147528.pdfABBREVIATIONS & AND JAN. JANITOR L ANGLE JST JOIST a0 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 NOM 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 DOUGLAS FIR DBL DOUBLE PTN. PARTITION 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. NA EDGE NAIL S.C.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 SHTG SHEATHING E.S. EACH SIDE SIM SIMILAR EXH EXHAUST S.M.D. SEE MECHANICAL DRAWINGS EXIST. EXISTING SOG SLAB ON GRADE EXP EXPANSION SPECS SPECIFICATIONS EXT EXTERIOR SQ SQUARE SS STAINLESS STEEL F.A.U. FORCED AIR UNIT S.S.D. SEE STRUCTURAL DRAWINGS F.D. FLOOR DRAIN STAG STAGGER, STAGGERED F.H.C. FIRE HOSE CABINET STD STANDARD FDN FOUNDATION 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.C. 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 T.O.F. TOP OF FOOTING (GRADE BEAM) GALV GALVANIZED T-O.FR. TOP OF FIRMING GC GENERAL CONTRACTOR T.O.L. TOP OF LEDGER GL. GLASS T.O.M. TOP OF MASONRY GLB GLUE -LAM 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.C. WATER CLOSET INCAND. INCANDESCENT WD WOOD INSUL INSULATION WDW. WINDOW INT INTERIOR W/0 WITHOUT W/P WATERPROOFING W.H. WATER HEATER WT WAINSCOT WSCT. WEIGHT CODES: 1. ALL WORK SHALLBE DONE IN ACCORDANCE i1 CALIFORNIA r PROTECT._�LUMBING, MECHANICAL, AND ELECTRICAL CODES, AND LOCAL ORDINANCES. 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO r THE CONTRACTOR SHALL OM DAMAGE. EAR ALL EXPENSE OR REPAIR OR REPLACEMENT IN CONJUNCTION •WORK. AGENCY.2. ALL MATERIALS AND FIXTURES ARE TO HAVE APPROVAL FROM AN APPROVED TESTING • it • 1. ULTIMATE CONCRETE STRENGTH TO BE li` AFTER 28 DAYS. 2. PROVIDE 5/8" DIAMETER FOUNDATION BOLTS IMBEDDED 7" IN CONCRETE AND SPACED 61-0- ON CENTER (MAXIMUM) AND WITHIN 12-1 OF A CORNER, W/ 2'X2"X3/16" WASHERS. CORROSION ■ i ■SCREED AT FOUNDATIONPLATE ALLOW TRAPPED DRAIN • THE EXTERIOR OF i ABOVEABOVE 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" FVEE FROM• AND BOULDERS. LUMBER i -.,T A 1. USE DOUGLAS FIR CONSTRUCTION FOR ALL 4Xd AND SMALLER. 2. 1LL LUMBER IN CONTACT CONCRETE • r MASONRY • r SHALL PRESSURE TREATED OR WOOD RESISTANT TO DECAY. 3. RAFTER TIES 41-0"O.C. ARE REQUIRED IMMEDIATELY ABOVE• RAFTERS !• NOT PARALLEL CEILING JOISTS. BLOCKING4. PLYWOOD EDGES AT SUBFLOOR SHALL HAVE TONGUE AND GROOVE OR SOLID 5. WALLS - r � y t j CONTAININGi PIPING SHALL ► i TO ALLOW • AND BORING 6.'BRACING OF WALLS SHALL CONFORM : 2001. MEMBER7. PLYWOOD ROOF PANELS SHALL BE BONDED WITH INTERMEDIATE OR EXTERIOR GLUE, AIND WHERE EXPOSED TO WEATHER, SHALL BE EXTERIOR GRADE. 8. NO STRUCTURAL CUTTING OR NOTCHING. MEMBERS9. CUTTING, NOTCHING OR BORING OF FRAMING ACCORDANCE Rd 611-911 EXISTING 5'-0" WOOD FENCE ROOF MATERIAL TO BE: ASPHALT COMPOSITION SHINGLES, CLASS "A" RATED PER U.B.C. SECTION 302 (d) AND CiTY OF SANTA ANA REQUIREMENTS (25 YEAR COMP). -311 jr 121 1 PROPERTY i W LINE U z w E, GRASS � I 00 S REAR YARD (1853 SQ.FT.) io V z F I I I I I PROPERTY I WIN. WITH CBC 2001. WALLS/FLOORS CONTAINING DRAIN, WASTE AND VENT PIPES, GAS AND/OR ELECTRICAL PIPING CONDUIT SHALL COMPLY WITH CBC 2001. 10. • (2) LAYERS OF `r r -A- • OVER i•r SHEAR WALLS. BUILDING: DOORS1. ALL ANDSWINGING WINDOWS STRIPPED. 2. ALL r ■ COMPLIANCE ` r ! D!• ANSI STANDARDS Al, OR Al 3. ALL GLAZING INSTALLATION SHALL COMPLY WITH TITLE 24 OF ENERGY CONSERVATIO� REQUIREMENTS. KNOWLEDGE4. EXIT DOORS & ESCAPE WINDOWS MUST BE OPERABLE FROM INSIDE WITHOUT SPECIAl OR OF !# ROOFING5. ! BE `ROOF PITCH IS 1/4" PER FOOT. LIGHT r VENTILATION: 1. ROOMS USED FOR LIVING, SLEEPNG, EATING OR COOKING SHALL BE PROVIDED WITH ROOMSNATURAL LIGHT EQUAL TO ONE TENTH OF THE FLOOR AREA WITH A MIN. OF 10 SQ.FT. 2. • FOR LIVING, SLEEPNG, EATING OR COOKING PROVIDED WITH NATURAL VENTILATION EQUAL TO ONE TWENTIETH OF THE FLOOR AREA WITH A MIN. OF 15 11 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 31 FROM , OPENING. ESCAPE4. BEDROOMS MUST HAVE AT LEAST ONE OPERABLE WINDOW OR DOOOR APPROVED FO EMERGENCY 1. RESCUE WHICH SHALL OPEN DIRECTLY TO AN OPEN YARD. MIN. NET CLEAR AREA OF THE WINDOW SHALL HAVE 5.7 SQ.FT. WITH A MIN. WIDTH OF 20 r . MIN. HEIGHT OF t ,, ABOVE r FLOOR. 5. EVERY DWELLING ROOM• r i WITH HEATING FACILITIES CAPABLE OF MAINTAINING A r r !! ! i i ! r! •!' 6. A DOOR IS NOT PERMITTED FROM THE GARAGE TO ANY BEDROOM. 7. EXTERIOR DOORS REQUIRE !rEXTERIOR r r FIXTURE AND A LANDING. APPLYING8. WHEN STUCCO OVER PLYWOOD, llr, MOISTURE ■ BARRIER , rr SHALL CONSIST OF TWO LAE• S O GRADE r PAPER, SLEEPING9. SMOKE DETECTORS SHALL BE INSTALLED IN AREAS GIVING ACCESS TO ROOMS ON OR STORYMULTIPLE DWELLING r WHERECEILING HEIGHT EXCEEDS HEIGHT BY BACKUP/AUDIBLE Aj10. HABITABLE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 71-611. ALL OTHER ROOMS SHALL HAVE A MIN. CEILING HEIGHT OF 71-011 - INSTALLED11. ATTIC ACCESS OF 2211X3011 (MIN.) WITH 30" OF HEAD ROOM ABOVE OPENING. 3011X3011 IF ,FAU IS IN THE ATTIC AND SHALL BE READILY 12. ATTIC VENTILATION, EQUAL TO 1/150 OF SPACE VENTILATED, SHALL BE PROVIDED OR AS ! i FOR FORCED- 13. PROVIDE A MIN. OF TWO 3/4" HOSE BIBS, ONEREADILY ACCESSIBLE TO THE FRONT AND ONE READILY ACCESSIBLE TO THE BACK, PROVIDE ANTI -SYPHON DEVICE. 14. ■ r r DETAILS ! " • r2001. 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. 16. ALL RECEPTACLES ABOVE COUNTER IN BATHROOMS, KITCHEN, AND GARAGE TO BE PROTECTED BY GFI'S. EXTERIOR RECEPTACLES W/ WATERPROOF COVER. 1. CONTRACTOR SHALL POST THE INSULATION CERTIFICATE (CF-6R) FORM AND 1JI& COUSPICUOUS SPAGE-02LVEPT 11 T lk SECURITY 1. SLIDING GLASS DOORS AND WINDOWS LESS THAN 16 FT ABOVE ANY SURFACE AVAILABLE FOR USE BY PUBLIC BE CAPABLE OF BEING LOCKED MOVABLE PANELS SHALLNOT - f EASILY! r FROM THE FRAME. 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 SUCH 3. EXTERIOR WOODEN DOORS SHALL BE SOLID CORE CONSTRUCTION OR SHALL BE COVERED ON i r WITH SCREWS AT 6 INCH ON CENTER AROUND THE PERIMETERS. 4. ALL rr i'iiSHALL " `iw• ` i r i ! ONE INCH AND EMBEDMENT OF NOT LESS THAN INACTIVE5. THE ' OF ' PAIR OF rllr ,, THE UPPER LEAF OF DUTCH ill• SHALL BE EQUIPPED WITH A i "r:i 6. NON -REMOVABLE PINS SHALL PIN TYPE HINGES l ARE ACCESSIBLE FROM OUTSIDE WHEN THE DOOR • r 7. UNFRAMED GLASS DOORS SHALL TEMPERED r r GLASS NARROW8. •, i GLASS DOORS i GLASS BARS,9. ANY GLASS THAT IS LOCATED WITHIN 40" OF THE LOCKING DEVICE ON A DOOR SHALL BE FULLY TEMPERED OR HAVE APPROVED METAL SCREENS OR DOORS. KV d' N 1 SOLID WOODEN HATCHWAYSTHAN ► • i ON INSIDETHE r WITH SCREWS AT 6 INCH ON CENTERS AROUND THE PERIMETER i SHALL SECURED FROMINSIDE SLIDE BAR, SLIDE BOLTS, AND/OR PADLOCK WITH A HARDENED STEEL SHACKLE. ALL OTHER OPENINGS LARGER THAN 96 SQUARE INCHES WITH A DIMENSIN IN EXCESS OF 11 • SHALL BE BY METAL BARS, SCREENS, O• • GRILLS. - NON-O■ a w 11. A DEVELOPMENT THAT INCLUDES 3 OR MORE DWELLING UNITS SHALL BE PROVIDED WITH FULLY ENCLOSED GARAGES. GARAGE SPACE FOR EACH TENANT SHALL BE SEPARATED BY PARTITIONS OF 3/8" PLYWOOD OR EQUIVALENT WITH STUDS SET NO • 'r t ' INCHES ON CENTER. MECHANICAL: ATTIC FURNACES AND COOLING EQUIPMENT SHALL COMPLY WITH THE FOLLOWING: - HAVE AN ELECTRICAL OUTLET AND A LIGHT FIXTURE (CONTROLLED BY A SWITCH AT THE ACCESS POINT) AT THE FURNACE. - PROVIDE A 125 V 15- OR 20-AMP RECEPTACLE OUTLET FOR SERVICE. J w tr U- W z w F- z w U SCOPE OF WORK: BUILD 487 SQ.FT. 1ST FLOOR ADDITION AT REAR OF EXISTING RESIDENCE. RELOCATE KITCHEN IN EXISTING RESIDENCE. CONDITIONS OF APPROVAL: CODES USED: 2001 C.B.C., 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 <5' ONE HOUR CONST. NO OPENINGS SHAFTS: ONE HOUR BUILDING AREA: ALLOWABLE AREA: R-3 1235 SF R - UNLIMITED U-1 0 SF U - 1000 SF OCCUPANT LOAD: N/A EXITS REQUIRED: N/A SEPARATE PERMIT REQUIRED FOR FENCES. A-1.1 SITE PLAN ROOF PLAN A-2.0 EXISTING FLOOR PLAN & DEMO PLAN A-2.1 FIRST FLOOR PLAN A-3.1 ELEVATIONS A-4.1 SECTIONS D01 DETAILS S-1.0 STRUCTURAL NOTES S-1.1 FOUNDATION PLAN S-1.2 FRAMING PLAN SD01 STRUCTURAL DETAILS M01 T-24 CALLS & FORMS PLANNING DEPARTMENT NOTES ALL ROOF LINES, ROOF MATERIAL AND WINDOWS TO MATCH. LEGAL DESCRIPTION: TRACT 540 LOT 118 ADDITION TO THE TOWN OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN CITY RECORDS. Ulva0m♦�jwAs7 PROPERTY ADDRESS: 214 N. LAUREL ST, SANTA ANA, CA, 92704 OWNER: PAYAM JAHANGIRI, PACIFIC MAINTENANCE & REPAIRS TEL: 714.754.4111 APPLICANT: CHRIS MILLER, PACIFIC MAINTENANCE & REPAIRS TEL: 714.754.4111 SITE STATISTICS PRESENT ZONING R-1 EXISTING LIVING AREA 775 SF PROPOSED LIVING AREA 460 SF TOTAL LIVING AREA 1235 SF TOTAL STRUCTURE AREA 1235 SF LOT SIZE SQ.FT. 3750 SF LOT COVERAGE 32.9% REAR YARD AREA 1853 SF FRONT HARDSCAPE AREA N/A FRONT LANDSCAPE AREA N A iff -WESIGNER: 'E�*_ HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 "ROJECT INFORMATION PROPERTY OWNER: PAYAM JAHANGIRI 2109 S. WEIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754.4111 (W) PROJECT ADDRESS: 214 N. LAUREL ST. ZONE: R1 APN: 198-252-18 LEGAL DESCRIPTION: TR 540 LOT 118 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 1 DEC 2004 SUBMITTAL NO.2 1 JAN 2005 SCALE: AS NOTED JOB NO: 04054 DATE: 01.01.05 DRAWN BY: S.H. LEADER J ARROW -�-- BREAK LINE SYMBOL NORTH aRmu aD 0 0 cu ------------- 35 , 5 0 0 DIMENSIONS ALIGN f -I Z ALIMENT SYMBOL Lv Lv Q ALIGN L ANGLE SYKKL 0 MI',' "r"�� x4 4 R ff 1 r 1 :, ---SYMBOLOGY E 20 i 508 A MARK INTERIOR ELEVATIONWI TYPE A LOUVER TYPE INTERIOR ELEVATION MARK Q!,l) EQUIPMENT NUMM INTERIOR ELEVATION MARK PARTITION TYPE INDICATOR X ISEE PARTITION TYPE SHEET XX NEW GRID INDICATORS AND RELITE NIMBER 101 EXISTING GRID INDICATORS ROOM NAME ROOM NAME & NUMM s.. 12� FLOOR FEINT TRANSITION TYPICAL_ DETAIL INDICATOR Detail N Sheet Where Bmvn 13 ° s2 SNIT ELEVATION G MATERIAL ITIOI 3 O$ BUILDING SECTION INDICATOR uu FLOOR Eb 32 0 ° _ 0 ° VERTICAL. ELEVATION 3 FF MARK 4 O$ WALL SECTION INDICATOR A206 MATCH LIME INDICATOR mr 4 EXTERIOR ELEVATION 3 04 INDICAT132 REYISIOI NUNDER CPT" O FINISH TYPE 0 III 1 ��: • .e � i' J ■•�ruur�■■ 1711 STUD DIVISION SEE ALSO GENERAL N1 N II DETAILS MIN. STC i SOUND WALL --- ITV 1Sp, ia 11,4 iK I IR 1"'__ EXIS"'TING FLOOR PLAN SCALE: 1/4" = V-01# DEMO PLAN SCALE: 1/4°=V-o° W r S*- HUDGINS .... 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 PROPERTY OWNER: PAYAM JAHANGIRI 2109 S. WRIGHT ST., #, SANTA ANA, CA, 927 ° - TEL:714.754.411 f AV <:a ° PROJECT ADDRESS: 214 N. $T ZONE: R1�` •� LEGAL DESCRIPTION k §#%616T �1 S ~ Vu r, r REVISION dAf t.;. l' ,r^ i.. 4 d's SUBMITTAL NO. -1 ��, :� , £� 2d3fl4r SUBMITTAL. NO 2C� � ��J �200(6�'` ry .. 'cl F l z :a 9V '�53� $a s r `S m 0- p ; 'N e; " iy' fR^ ys Fc.N fi 3 k) EXISTING PLAN' DEMO PLAN SCALE: AS NOTED JOB NO: 04054 DATE: 01.01.05 DRAWN BY: S.H. DOOR AND FRAME SCHEDULE O FIRE RATING LABEL: MATCH (E) MATCH (E) v I ------------------- ( WINDOW SCHEDULE I A A31 B A31 ---50'. GENERALM' MARK TYPE SIZE FINISH MATERIAL NOTES TEMP. WIDTH HEIGHT 101 A 3'-0" 2'-6" PAINT ALUM. SLIDER; see T-24 for u & schg values N 102 A 5'-0" 4'-0" PAINT ALUM. SLIDER; see T-24 for u & schg values N 103 A 2'-0" 3'-0" PAINT ALUM. SLIDER/OBS; see T-24 for u & schg values N 104 A 5'-0" 4'-0" PAINT ALUM. SLIDER; see T-24 for u & schg values N 105 A 2'-0" 3'-0" PAINT ALUM. SLIDER/OBS; see T-24 for u & schg values Y 106 A 5'-0" 4'-0" PAINT ALUM. SLIDER; see T-24 for u & schg values N 107 A 5'-0" 4'-0" PAINT ALUM. SLIDER; see T-24 for u & schg values N ------------------------ ,� U U L I I--�- :0:10 F3] 5 4 8V1% I F N. KITCHEN FL. 1 101 2 I-- 1F.1 i � J ( 3 ( 29 I E. LIVING ROOM I I 1. WINDOWS ADJACENT TO TUBS, SHOWERS AND TUB/SHOWERS, @ 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 CMC 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. 7. 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. c Q 10. PROVIDE ARC -FAULT PROTECTION FOR BEDROOM RECEPTACLES. FLOOR PLAN NOTES NOTE: THIS KEY NOTE LIST FOR SHEETS A-2.1 & A-2.2 ONLY. r 1-1 KITCHEN SINK W/ GARBAGE DISPOSAL, W/ AIR GAP FOR DISHWASHER - PROVIDE UNDERSINK WATER PURIFICATION UNIT. F2] BUILT-IN DISHWASHER (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS). PROVIDE AIR GAP AT SINK. F3.] 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. F4] MICROWAVE - PROVIDE SEPERATE ELECTRICAL CIRCUIT. (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS.) F5] COOK TOP W HOOD AND OVEN BELOW (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS.) F6. TRASH COMPACTOR. F7. DOUBLE OVEN. F8] CUSTOM CABINETS - GC TO PROVIDE SHOP DRAWINGS. F-91 CUSTOM LINEN CABINET - GC TO PROVIDE SHOP DRAWINGS. ri-01 ART NICHE 11 SOFFIT ABOVE 12 HEADER ABOVE 13 LINE OF DROPPED CEILING 1141 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" SHOWERiTUB WITH CERAMIC TILE SURROUND. CONTROL VALVES TO PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPC SEC. 4107. 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 Fl-81 TO CEILING. CONTROL VALVES TO PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPC SEC. 4107. Fl-91 SHOWER SEAT. 20 MEDICINE CABINET. F1 PAINT GRADE WOOD SHELVING. [i2j 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 20'-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. F28] 2X6 PLUMBING WALL FWALL9 HEATER. SEE T24 CALCULATIONS. OCCUPANCY SEPARATION PER U.B.C. SEC. 302.4 BETWEEN GARAGE (U-1) AND 30 LIVING (R-3) WALLS - 518" TYPE "X" GYP. BORD ON GARAGE SIDE OF WALLS ADJACENT LIVING AREAS FULL HEIGHT TO ROOF DIAPHRAM OR WALLS, CEILINGS AND HEADERS. PREFABRICATED 42" METEAL FIREPLACE (MAJESTIC MODEL NO. BRBC42) W/ F31 TEMPERED GLASS DOORS, (U.L. #MH6018 VOL. 21ICBO NER 404). HEARTH EXTENSIONS TO CONFORM TO THE CONDITIONS OF LISTINGS AND THE MANF. INSTALLATION INSTRUCTIONS PER UBC 3102.5.2 - SEE DETAIL X1X. DECK W/ STONE FLOORING ON SETTING BED OVER DEXOTEX WATERPROOF [32] MEMBRANE - SLOPE 2% TO DRAIN. 33 DECK DRAIN. 34] GUARDRAIL 36" ABOVE HIGHEST ADJACENT F.F. SEE DETAIL X/X 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. [i8j 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 SCREEN'D AND LOUVER'D 6" ABOVE GARAGE F.F. 42 CONC. PAD AND STAIR PER CITY STANDARDS. F431 FIREPLACE FLUE FROM BELOW. ELEC. METER - PROVIDE ACCESS DOOR TO MATCH TRIM. [451 VEGETBLE SINK W/ GARBAGE DISPOSAL 46 BAR SINK W/ GARBAGE DISPOSAL. 47 PEDESTAL SINK. PROVIDE MECHANICAL VENTILATION CAPABLE OF PROVIDING FIVE AIR CHANGES 4.8 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 ` 9 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. 15_0 10" DIA. TUBE SKYLIGHT. DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 PROPERTY OWNER: PAYAM JAHANGIRI 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754.4111 (W) PROJECT ADDRESS: 214 N. LAUREL ST. ZONE: R1 APN: 198-252-18 LEGAL DESCRIPTION: TR 540 LOT 118 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 1 DEC 2004 SUBMITTAL NO.2 1 JAN 2005 FIRST FLOOR PLAN SCALE: AS NOTED JOB NO: 04054 DATE: 01.01.05 DRAWN BY: S.H. iff DESIGNER: SAU-c `�S HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 PROPERTY OWNER: PAYAM JAHANGIRI 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754.4111 (W) PROJECT ADDRESS: 214 N. LAUREL ST. ZONE: R1 APN: 198-252-18 LEGAL DESCRIPTION: TR 540 LOT 118 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 1 DEC 2004 SUBMITTAL NO.2 1 JAN 2005 ELEVATIONS SCALE: AS NOTED JOB NO: 040 DATE: 01.01.05 DRAWN 15/32" CDX PLWD. OR OSB SHrG. P.I. 32/16 NAIL 8d @ 6" EDGE & 12" FIELD SECTION A SCALE: 1/4" = 1'-0" NOTE: THIS KEY NOTE LIST FOR SHEETS A-4.1 ONLY. 1 I ROOF RAFTERS OR TRUSSES PER STRUCTURAL DRAWINGS. SHEATHING PER STRUCTURAL DRAWINGS. F3. RIDGE BEAM PER STRUCTURAL DRAWINGS. 1 44. 2X CEILING JOISTS PER STRUCTURAL DRAWINGS. 1-51 2X FLOOR JOISTS PER STRUCTURAL DRAWINGS. a 2X4 STUDS AT 16" O/C. a 2X6 STUDS AT 16" O/C. DBL. 2X TOP PLATES. F-91 2X P.T.D.F. SILL PLATE 10. 2X SILL PLATE 1111 PROVIDE R13 BATT INSULATION AT EXTERIOR WALLS. [12. PROVIDE R30 BATT INSULATION AT CEILING. [T3] PROVIDE R19 BATT INSULATION UNDER 619M. r- L** t,- 14. 3/4" PLYWOOD NAIL 10d @ 6" EDGE & 10" FIELD, GLUE. rl 5. 1l2" DRYWALL (TYP.) [T6] 2X BLOCKING 17, FLUSH BEAM WITH APPROVED HANGERS. rl 8. DROPPED BEAM WITH GYP BOARD OVER. Fl-91 CONTINUOUS 4X12 BEAM [20] CONCRETE SLAB 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. 1. ALL VENTS TO BE COVERED WITH 1/4" CORROSION RESISTANT WIRE/METAL MESH (1505.3). 2. FRAMER SHALL BE RESPONSIBLE FOR COORDINATING LOCATION TO ACCOMMODATE ALL ATTIC VENTS. 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 .A MEMBERSWHERE VENT BLOCKS ARE USED BETWEEN ROOF FRAMING PREVENT VENT HOLES BEING BLOCKED BY INSULATION. 5. PAINT VENTS TO MATCH TRIM COLOR. F W ATTIC VENTILATION CALCULATIONS PER U.B.C. 1505.3 ATTIC AREA A SQ. FT. A S.F. X 1/300 x 144 = B SQ. IN. AREA AREA #1 AREA #2 A ATTIC AREA 1235 - - - - ( UNIT : SQ. FT. ) B CALCULATE REQ'D NET 593 ---- 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. e 270 TOTAL PROVIDED 669 SQ. IN. ---- MIN. GLA55 'A' COMPOSITION ASPHALT SHINGLES INSTALL —1/5" EXTERIOR PLASTER 0/ 60 PER MANUF. REG. MIN. PAPER BACKED WIRE MESH • �' FIBER BATT INSULATION 2X RAFTERS REFER 50 LB. ROOF FELT TO STRUCT. PLANS GAP BD, _ 2X EAVE VENT BLOCK. EACH FIBER BATT INSULATION 2X STUD WALL BLOCK PROVIDES APPDX. 1-1 50. IN. OF VENTILATION 12" MOISTOP a -- -1/5" EXTERIOR CEMENT FLASHING PAPER Gam' PLASTER. O/ PAPER BACKED IX 50LID 5HEATHIN6 @ BOARD WIRE LATH 0/ M015TOP OVERHANG, 1/2" PYWD FLA5HING � FIELD WOOD TRIM TO MATCH - .: COMPOSITION SHINGLE STARTER STRIP -----(2) 2X TRIMMER STUDS - 24 GA. GALV. MTL. RAIN GUTTER AT ..IAMB CONDITION FACTORY PRIMED AND PAINTED. 4X HEADER ARTAHEAD CONDITION WOOD TRIM TO MATCH SUPPORT TO OCCUR @ 56" 0.G PER STRUCTU L oilz z 1L � 26 CAA. D O < z GALV. MTL. <lie 4X HEADER AT HEAD 2X CEILING DRIP O CONDITION, (2) 2X 71;;ZIMMER5 JOISTS WHE FLASHING 2X RESAWN FASCIA, of AT JAMB CONDITION PER OCCURS SEAL 4 STAIN. 5L I D I NG 67LA55 ® STRUCTURAL DWG .5 INSUL. PER DOOR FRAME INSTALL PER fX ENERGY REPORT 7/8" THK. 3 GOAT MFGR'S. SPECS. VINYL. WINDOW FRAME PLASTER FIN15H O/ INSTALL PER MFGR'S. SPECS INT. FINISH SEE PLAN FOR DIM PAPER BACKED MTL. LATH REFER TO DETAIL i q/DO I FOR ADDITIONAL FLASHING REQUIREMENTS. REFER TO DETAIL I Q/DO I FOR ADDITIONAL FLASHING REG2U I REMENTS. L. 'PI"'"'AL EA'R'wE NTH IN"/ UUNVEFRAMING"II_�J II EAD/JAMB I I PLYWOOD SHTC . o/ MIN. GLA55 A GOMP. V I N1r'L WINDOW 2x RAFTERS 16 ° ASPHALT 5H I NOLE5 FRAME SET FLANGE O.G. PER PLAN IN5TALL PER. MANUF: REG. BL I D I NCB GLA55 � W/ SEALANT INSTALLATION NOTES: 0/ 30 LB. ROOF FELT DOOR FRAME INSTALL PER z 1ST: ATTACH 12" M015TOP FLASHING MFGR'S. SPECS. Z .4TH FLUSH ALONG THE BOTTOM OF THE !?- OPENING. THE LENGTH OF THE 115IMP50N" A35 @ 16" O.G. 13 FLASHING MUST BE LONG ENOUGH TO FALL A MIN. OF 12" BEYOND _E-N_ 0 lu THE OPENING ON BOTH SIDES SO THAT IT IS BEYOND THE TWO SLIDING GLASS DOOR SILLO �- VERTICAL5 THAT ARE ATTACHED PROVIDE BITUMINOUS %/_-- 2ND IN STEP 2. I COATING ON 51 LL FOR 12" M015TOP FLA5H I NG PAPER 2ND 2ND: ATTACH FLRSHIN6 ALONG THE SEPARATION OF ALUM.STAPLED To ROUGH SILL, LAP (oilS� VERTICAL 51DE-5 OF THE OPENING CONCRETE OR OTHER I DOWN AND EXTEND 6" TO EA 51DE FLUSH WITH THE EDGE, MAKING A11APLAN FOR DIM APPROVED MEASURE TO GYP WOOD TRIM TO MATCH SURE THAT IT'S OVER THE BOTTOM HORIZONTAL STRIP. LENGTH OF ISOLATE AND PROTECT PER BOARD THE FLASHING MUST BE LONG D33L. TOP PLATE E.N. UBC SEC. 2804 (C). ENOUGH TO FALL A MIN. OF 12 CONC. STOOP. SLOPE '1/8 EXTERIOR PLASTER OVER BEYOND THE OPENING ON TOP GRADE 'D' 60 MINUTE BUI L V I N(5 AND BOTTOM 50 THAT IT 15 EXTEND PLA5TER UNDER ¢ _ _ . - AWAY FROM DOOR PAPER AND METAL LATH BEYOND THE HORIZONTAL PIECE Zx 5TUD5 16" O.G. ®� .�• ° ® - _ _« - TUCK BU I L.D I NG PAPER UNDER L_ _ THAT 15 ATTACHED IN STEP 4 - ®- - ®4 g " a - . _ . - - WINDOW FLANGE AFTER THE WINDOW 15 PLACED ' - ®�► - IN THE OPENING. (� v _ _ _ - ' Mt�IERAL IMPREGNATED ®' . ,d .. FIBER EXPANSION STRIP �- — F 1 BER BATT I NSUL . 5RD: INSTALL THE WINDOW PLUMB AND SQUARE 5MOOTH PLASTER .. �, 15 BY PRESSING THE NAILING FLANGE FINISH, TYPICAL • - MATERIALS SPECIFIED: POSITIVELY INTO A CONTINUOUS HEAD OF SHEAR WALL PER PLAN _ � — 2X STUD WALL STH} SEALANT WH I GH EXTENDS AROUND THE MOISTOP FLASHIN& PAPER AND BOTTOM AND VERTICAL PERIMETER OF CONCRETE SLAB PER STRUCT. "SUPER JUMBO TEX" 60 MINUTE PAPER THE WINDOW MANUFACTURED BY 4TH: ATTACK THE 4TH STRIP OF FLASHING FORTIFIBER CORPORATION LAST, OVERLAPPING AND SEALED AGAINST REFER TO DETAIL Iq/D01 FOR ADDITIONAL FLASHING REQUIREMENTS. PORTLAND, OREGON THE FULL HEIGHT OF THE OUTER FACE OF THE TOP NAILING FLANGE WITH A "BITUTHENE" ICE AND WATER 5HIELD CONTINUOUS HEAD OF SEALANT. GUT TyVIA'"'AL woo"AKE @ _ I I i i t ■D""OR I I I i i i i �, i i iMANUFACTURED BY THE TOP PIECE OF FLASH1N6 SUFFICIENTLY ( 1 /2 -- J OSLIII - ® I N I L I O W.R. &RAGE AND COMPANY LONG 50 THAT IT WILL EXTEND PAST THE 14 Ill 11 GAMBRI DGE, MASS. EDGES OF BOTH STRIPS OF SIDE FLASH i NG CONV® F"FlAM110400" HLj RESHOL SHEET METAL WHERE SPECIFIED TYP. 5TH: STARTI N& AT THE BOTTOM OF THE WALL SHALL BE INSTALLED PER SMACNA LAP THE APPROVED BUILDING PAPER OVER SECURE INDEPENDENT SECTIONS RECOMMENDED SPECIFICATIONS OF VENT PIPE TOGETHER AND =� GYF' BD• THE YVEEP SCREED (WHERE OCCURS) AND ANCHOR AND SUPPORT OFFSETS NOTE: PROVIDE 50L I D BACKING UP THE WALL IN WEATHERBOARD FASHION, TO ADJACENT FRAMING MAINTAINING :: ! i TO SORT M015TOP PAPER. FI1RTHH COURSE OVERLAP. INSTALL NSTT L TTE REQUIRED CLEARANCES DOOR HEADER- 7/8 EXTERIOR PLASTER O/ ; - ---VINYL WINDOW FRAME SET STAPLE PERIMETER OF WINDOW OPENING THAT THE SILL STRIP SEE 5TRUCT. PAPER BACKED WIRE MESH := FLANGE W/ SEALANT M015TOP TO FRAMING MEMBERS e e I" FROM OUTSIDE ED&E TO FLASHING WITH THE SUBSEQUENT COURSES �� PREVENT WIND DAMAGE. ABOVE APPLIED OVER THE FLASHING THRESHOLD I/2" SHI 12 WIDE MOISTOP FLASHING ANCHOR STRAPS AT UPPER SPACE PAPER BEHIND TRIM will AND LOWER TH I R.DS OF FLOOR 5HT'O PERT I GAL DIMENSION OF WATER HEATER WATER HEATER ww FLA %*%j uNTS19 INSTALLATION NOTES 1ST: INSTALL 6.1. PAN ALONG THE BOTTOM OF THE OPENING, IF THE INSTALLATION 4TH 15 OVER WOOD FLOOR. SEE PAN DIAGRAM FOR. DIMENSIONS. 2ND: ATTACH 12" MOISTOP ALONG THE VERT- ICAL SIDES OF THE OPENIN6, FLUSH WITH THE EDGE, MAKING SURE THAT IT IS OVER lu J w lu PER PLAN S BH � < z 60 MIN. DPAPER I NTER I O STYLEW I TLG P - - 17 EXTERIOR PLASTER O/ '12' GONGRETE 5LAS CASING GRADE 60 MINUTE BLDG d PER PLAN WOOD TRIM TO MATCH PAPER AND METAL LATH. op (5) 2X FRAMING 81 TUTHENE 6.1. FLASHING O/ STUCCO MOULD INTEGRAL OR APPL I BD • _ • _® WOOD STUCCO MOULD GYP. BD. INTERIOR FINISH o - _ _ - - - • �_' Y400D DOOR FRAME e to e lu Q- rz ENTRY DOOR •�C DOOR 5 EDULER N REFER TO DETAIL 1r-1/DOI FOR ADDITIONAL FLASHING REGtUIREMENT5. FOR TYPICAL NOTES SEE DETAIL I AND A ON TH15 SHEET. it FLASHING MUST BE LONG ENOU6 �TO ANCHORED TO "'—"�,y ■= (� ®I 7 WINL)UIAI5 ' I �"`, FALL A MIN. OF 12" BEYOND THE OPENING. PLATFORM 11 EXT. DR HEAD/JAM13aft' v w %j 1 `/ 3 ON TOP AND BOTTOM 50 THAT IT 15 T H R E H 0 BEYOND THE TOP HORIZONTAL PIECE THAT 7- 15 ATTACHED INSTEP 4 AFTER THE DOOR Z Q 3RD 15 PLACED IN THE OPENING. y {— 5/8" TYPE X GYP. BD. 3RD: INSTALL THE DOOR PLUM AND SQUARE PLYWOOD PLATFORM x INTERIOR WALL FINISH ---- FIBER BATT INSULATION EXTERIOR DOOR BY PRESSING, THE NAILING FLANGE ANCHORED TD • PER ENERGY NOTES PER SCHEDULE 2ND POSITIVELY INTO A CONTINUOUS BEAD OF STRUCTURE � � a - 2ND SEALANT WHICH EXTENDS THE FULL LENGTH F- OFFSET STUDS AND ®E LFANG,E TO HE STUDS. EDGES. NAIL 1- BILL PLATE A5 - PER STRUCTURA2X OR 5X L FRAMED WALL d " REQUIRED TO WOOD DOOR FRAME 4TH: ATTACH THE FOURTH STRIP OF FLASHING LAST, OVERLAPPING AND SEALED AGAINST AGGOMODATE SHEAR EXTERIOR CEMENT PLASTER THE FULL HE16HT OF THE OUTER FACE EL_EVA110 PANEL. OVER METAL LATH OVER OF THE TOP NAILING FLANGE WITH A ALUMINUM THRESHOLD CONTINUOUS BEAD OF SEALANT. GUT NON-METALLIC SPACER MINIMUM I LAYER OF GRADE BET IN BED OF MASTIC THE TOP PIECE OF FLA5HIN6 SUFFICIENTLY I" MIN. P.T.D.F. SILL PLATE _ D BLDG. PAPER AT ALL LONG 50 THAT IT WILL EXTEND PAST THE PER STRUCTURAL IBT EDGES OF BOTH STRIPS OF SIDE FLASHING. STUDS VERTICAL .WALLS, 2 LAYERS YV/ ANCHOR BOLTS, AT ALL SOLID 5HEATIN(5 5TH: NAIL FRAME 4" FROM EACH END AND SIZE AND SPACING 16" O.G. TO STUDS. PER STRUCTURAL • . - TOP OF SLAB 1/4"/FT MAX. FOR 00 • • _ 4E, _ ..® _ - - ®_ _ . - .-d - ' " 26 MIN. G.I. WEEP SCREED LANDING AREA ONLY — _ : •_ _ . ®e e - _ - . _ _ WI HOLES AT Q O.G., TYP. SLOPE To DRAIN E _ ® q - f ®- •®_ AWAY FROM DOOR 5/5 X 5" LAG ,4 - - - , : - d BOLT AT EACH END _ _ _ • . : ® - _ . 4,; NOTE: PROVIDE SOLID BACKING FOUNDATION PER a _ TO SUPPORT MOISTOP PAPER. Q - 4 STAPLE PERIMETER OF STRUGT. • . _ - v _ - ; ®� _ _ q A NERAL I MPiZEGNATED 11/2E MOISTOP TO FRAMING MEMBERS - ' ' - _ e _ - - _ MBER EXPANSION STRIP I" FROM OUT51PE EDGE TO 1 1/2" WIDE 16 GAGE GALV. 4 _ PREVENT WIND DAMAGE. METAL STRAP ENGIRGLIN NOTE: SEE 2001 G.R.G. .. 4 - a _ _ °° GRADE LINE THE WATER HEATER AND SECTION 510 FOR - - ®. _ • a - SHEET METAL WHERE SPECIFIED TYP. ANCHLL ADDITIONAL REQUIREMENTS - q_ - - - . • . CONCRETE STOOP SHALL BE INSTALLED PER SMAGNA FRAMING TO THE SAND 26 CA. G.I. PAN RECOMMENDED SPECIFICATIONS M C� AT THE TOP PLAN NOTE: 57R.AP SHALL BE - � _ - BY SHEET METAL CONTRACTOR BOTTOM 1 /5 OF THE WATER INSTALLED IN A MANNER BEE 5TRUCT. FOR ® _ - CONCRETE SLAB PER 5TRUCT. INSTALLED PRIOR TO DOOR INSTALLATION. HEATER. KEEP STRAP 4 MINIMUM WHICH WILL NOT DEPRESS SHEAR WALL a. ABOVE CONTROLS. ANY REQUIRED ENERGY LOCATIONS. INSULATION BLANKET. REFER TO DETAIL 20/DO I FOR ADDITIONAL FLASHING REQUIREMENTS. WA"ImER' HEATERRLE%4"'m 2 4 D000oft F L A S" 'tin I'LN75U%I I I.T.S. H5ns Iff 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 uIlm 0 1 OR PROPERTY OWNER: PROJECT ADDRESS: ZONE: APN: LEGAL DESCRIPTION: SUBMITTAL REVISION SUBMITTAL NO. 1 SUBMITTAL NO.2 PAYAM JAHANGIRI 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754.4111 (W) 214 N. LAUREL ST. R1 198-252-18 TR 540 LOT 118 DATE 1 DEC 2004 1 JAN 2005 SCALE: AS NOTED JOB NO: 04054 DATE. 01.01.05 DRAWN BY: S.H. E CERTIFICATE OF COMPLIANCE.- RESIDENTIAL (Page I of 3) CF-I Addition to Jahangiri Residence 12/2012004 Project Title Date 214 N. Laurel St., Santa Ana I Project Address Scott Hudgins (949) 322-7922 Documentation Author Telephone Pacakged CZ-08 Compliance Method �Tackage or Computer) Climate Zone Building Permit H Plan Check / Date Field Check / Date GENERAL INFORMATION Total Conditioned Floor Area cz-08 ft Average Ceiling Height: 6-0" ft Conditioned Slab Floor Area ft2 Building Type: Single Family X Addition (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: EAST L Torth / South / East / West / All Orientations (input front orientation in degrees from True North and circle one) Number of Stories 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-FactOT Location/Comments (attic, garage, typical, etc.) Wall gall VVID R-13 Exterior Roof Roof WD R-30 Ceiling Floor Floor WD R-19 Raised Floor Slab Edge ' For prescriptive compliance, Total R-Value and Assembly U-Factor are not required for a wood -framed wall that meets cavity R.-value insulation requirements for the Prescriptive Package Shadinp- Devices Fenestration WType/Pos. Orien- tation Area (ft2 Fenestration Fenestration U-Factor SHGC Exterior Shading Att. Overhangs/ Fins Front EAST 7.5 0.75 0.45 Front Left SOUTH 20 0.75 0.45 Left Rear WEST 26 0.75 0.45 Rear Right NORTH 26 0.75 0.45 Right Skylight Skylight Compliance Forms CERTIFICATE OF COMPLIANCE: RESIDENTUL (Page 2 of 3) CF-IR CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) C -1 Addition to Jahangiri Residence 12/20/2004 Addition to Jahangiri Residence 12/2012004 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 Type (furnace, heat Efficiency Location Piping Heat Pump Thermostat Configuration This certificate of compliance lists the building features and performance specifications needed to comply with pump, etc.) (AFUE or HSPF) (ducts, attic, etc.) R-Value Type {split orb. ackage) Title 24, Parts 1 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 pump, =.cooling) (SEER) (attic, etc.} R-Value Type (split orpackage} rater. Existing Designer or Owner (per Business and Professions Code) Documentation Author SEALED DUCTS and TXVs Alternative MeasuresName: Name: Scott Hudgins N Sealed Ducts (all climate zones) Title/Firm: Hudgins Design Title/Firm: (Installer testing and certification and HERS rater field verification required) Address: 27626 Paseo Sonata Address: 27626 Paseo Sonata El TXVs, readily accessible (climate zones 2 and 8-15 only) San Juan Capistrano, CA, 92675 San Juan Capistrano, CA, 92675 (Installer testing and certification and HERS Rater or field verification required) Telephone: (949) 322-7922 Telephone: (949) 322-7922 El Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) Lic. #: — _WA1 0 —45-- SA_ — 1 12/20/2004 Q6. 12/2012004 OR (signature) (date) (signature) (date) 11 Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Enforcement Agency Climate Zone Window SHCTC Window U-Factor SEER Heating Name: Lam Nguyen Title: WATER HEATING SYSTEMS Agency: Energy' External Telephone: (717)538-3828 Rated' Tank Factor or Tank Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation Type Type in System or Btu/hr) (gallons} Efficiency Loss R-Value 12J2012004 (signature / stamp) (date) 1. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat 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 heaters, list rated input and recovery efficiencies. SPECIAL FEATURES (add extra sheets if necessary). Package C and D: TXVs, Sea -led Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 200IResidential Manua Package C: thermal mass (thermal mass type, covering, thickness, and description). A-2 Compliance Forms August2001 A-3 Compliance Forms ZEEM =A a � r 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 EXPANSIES INCLUDING ATTORNEY'S FEES ARISING OUT OF SUCH UNAUTHORIZED REUSE OF THE ENGINEER'S INSTRUMENTS OF SERVICE BY THE OWNER OR BY OTHERS ACTING THROUGH THE OWNER. 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. CONSTRUCTION5. ALL • WORKMANSHIP SHALL CONFORMTO THE 2001a O- BUILDING •# 6. CONTRACTOR MUST VERIFY ALL DIMESIONS AND SITE CONDITIONS BEFORE 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 CON- 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..............................................................................L/480 - DEAD LOAD PLUS LIVE LOAD......................................................L/360 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 1. ALL BEAMS AND HEADERS NOTES AS "LVL" SHALL 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 a@ 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. 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 4. REBAR LAP SPLICES PER DETAIL 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 MASONTY 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 112 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. BEAMSAND STRINGERS.........................................................................N0.1 POSTSAND TIMBERS..............................................................................NO.1 PLATES....................................................................................NO.2 OR BTR. BLOCKING, STRIPPING................................................................STUD GRADE. STUDS........................................................................PER SCHEDULE ON SD-02. 2. PLYWOOD ROOF SHEATHING SHALL BE APA RATED STR. 1, UNLESS NOTED OTHERWISE. USE EXTERIOR TYPE, MINIMUM C-C GRADE, WHERE PLYWOODIS EXPOSED TO WEATHER. PLYWOOD FLOOR SHEATHING SHALL BE APA RATED STR. 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 PERFERMANCE. 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 MINIMUM 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'-0" 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. 17. CROSS BRIDGING SHALL BE PROVIDED AT 8'- 0" O/C MAXIMUM FOR ALL JOISTS AND RAFTERS MORE THAN 8" DEEP. 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" NAILING SCHEDULE 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 STUDTO SOLE PLATE..................................................................................................4- 8d DOUBLED STUD FACE NAILS............................................................................16d AT 24" O.C. DOUBLED TOP PLATES. FACE NAILS......................................................... ...16 d AT 1611O.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 ............... I...................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 ................................... 2-10d TO JOIST OR RAFTER BEARING - TOE NAILS, EACH SIDE .......................................... 3-10d BLOCKING BETWEEN STUDS, EACH END ......................................... 2-1 Od TOE NAILS OR 2-16d RIBBONS TO STUDS ONE(1)-INCH RIBBONS.................................................................................................2-8d TWO(2) - INCH RIBBONS...............................................................................................2-16d DESIGNER:s*v-& .. 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: 214 N. LAUREL ST. ZONE: R1 APN: 198-252-18 LEGAL DESCRIPTION: TR 540 LOT 118 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 1 DEC 2004 SUBMITTAL NO.2 1 JAN 2005 SCALE: AS NOTED JOB NO: 04054 DATE: 01.01.05 DRAWN BY: S.N. FOUN AT I ON NOTE:5 1. FOUNDATION EXCAVATIONS $ REINFORCEMENT SHALL BE EXAMINED 4 CERTIFIED IN WRITING BY THE PROJEGT GEOLOGICAL ENGINEER PRIOR TO INSPECTION BY BUILDING OFFICIAL AND PLACEMENT OF CONCRETE. 2. THERE SHALL BE NO TRENCHES OR EXGAVA- TIONS 5'-0" OR MORE IN DEPTH INTO WHICH A PERSON 15 R.EGU I RED TO DE5GEND. OBTA I N PERMIT FROM GA DIV. OF INDUSTRIAL SAFETY PRIOR TO ISSUANCE OF GRADING PERMIT. 3. PLASTER WEEP SCREEDS TO BE MIN. 2b GA CORROSION RESISTANT METAL w/ MIN. 3 1/2" VERT. ATTACHMENT FLANGE. SCREEDS TO BE MIN. 4" ABOVE FIN. GRADE OR 2" ABOVE PAVED SURFACES, LAP WEATHER BARRIER w/ EXT. LATH COVER $ TERMINATE ON FLANGE. PER U.B.G. 5EGTION 2506.5 4. REFER TO ANCHOR BOLT NOTE FOR BOLT SIZE � SPACING 4 SILL THICKNESS @ SHEAR WALL5. 5. REFER TO GEOLOGICAL REPORT FOR VERIFICATION OF CONCRETE SLAB THICKNESS $ FOOTING WIDTH $ DEPTH. 6. WOOD MEMBERS IN CONTACT w/ CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR ( P.T.D.F.) OR FOUNDATION REDWOOD w/ MARK OR BRAND FROM APPROVED AGENCY. PER U.B.C. SECTION 2317.4 $ 2326.6 7. ELECTRICAL OUTLET LOCATIONS IN CONCRETE SLABS SHALL BE VERIFIED w/ OWNER. b. FOR HOLDOWNS @ FOOTINGS SEE DETAIL: HOLDDOWN HARDWARE TO BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTIONS. G. STRUCTURAL OBSERVATION PER SECTION 1702 OF THE CBC SHALL BE PROVIDED WHEN SD DESIGNATED BY THE ARCHITECT OR ENGINEER OF RECORD OR, WHEN SUCH OBSERVATION 15 5PEC I F I GALLY REQUIRED BY THE BUILDING OFFICIAL. ANC.-HOR POLT NOTE TYPICAL NON -SHEAR WALL ANCHOR BOLTS SHALL BE 5/8" DIA. w/ 2" 50. X 3\16" THK WASHERS @ 48"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 WITHIN 12" OF EACH END OF SILL. NUT w/ WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE SILL PLATE PER U.B.G. SECTION I806.6 NON -SHEAR WALL INTERIOR FOOTINGS MAY HAVE "RAMSET" 1/4" DIA. SHOT PINS @ 24" D.G., I.C.B.O. NO. 163G, OR APPROVED EQUAL. SHOT PIN EMBEDMENT TO BE MINIMUM 1 1/2" INTO CONCRETE. ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED. APPROVED PLATE WASHERS REGU I RED FOR ALL HOLD-DOWNS CONNECTOR BOLTS. HOLD-DOWN5 TO BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE WASHER UNDER EACH NUT AND THE NUTS SHALL TO BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. ANCHOR BOLT SPACING AT SHEAR WALLS SHEAR ANCHOR BOLT 51ZE i$ SPACING WALL# w/ MIN. 2x PTDF SILL 8 5/8)" DIA. ANCHOR BOLTS @ 54" O.G. Fu"UNDATION F"'LAON" ALE. 1 /4" la -On G 5/5" DIA. ANCHOR BOLTS @ 56" O.G. 10 5/&" DIA. ANCHOR BOLTS @ 24" O.G. SHEAR ANCHOR BOLT SIZE $ SPACING WALL# w/ MIN. 3x PTDF SILL 11 5/b" DIA. ANCHOR BOLTS @ 16" O.G. 12 5/4" DIA. ANCHOR BOLTS @ 24" O.G. 13 5/4" DIA. ANCHOR BOLTS @ 24" O.G. PAD SCHEDULE 14 3/4" DIA. ANCHOR BOLTS @ 16" O.G. TYPE AREA DEPTH REFORCING (�::) FOOTING SCHEDULE TYPE SIZE REFORCING F-1 12" WIDE X 12" DEEP (1)#4 BAR TOP & BOTTOM 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. WHERE SHEAR PANELS OCGUR ON BOTH SIDES OF A WALL ANCHOR BOLT SPACING SHALL BE HALF THAT SPECIFIED IN THIS SCHEDULE. FOR EXIST. FTC. USE "SIMPSON" EPDXY ET W/ MIN, 6" EMBEDMENT l^l/ INSPECTION, FOR SIZE AND SPACING OF BOLTS SEE ANCHOR BOLT NOTE ABOVE. I. ALL 5TUD5 SHALL BE SPACED @ 16" O.G. 2. ALL 5TUD5 AND TOP PLATES AND ANCHORSILLS AT WALL #'S 10,11,12,13,$ 14 WITH SHEAR. 550 P.L.F. $ GREATER SHALL BE 3X OR WIDER AT PANEL JOINTS AND SILL AT FTG.'S. 3. ALL NAILS FOR PLYWD SHALL BE COMMON NAILS U.N.O. 4. ALL NAILS 5HALL BE 5TAGGERED WHERE NAILS SPACED 2 INCHES D.G. 5. ALL LAG BOLTS SHALL HAVE 1.5" MIN. EMBEDMENT INTO SUPPORTING MEMBERS. 6. ALL 20d NAIL HOLES SHALL BE PREDRILLED. 7. ALL PLATE WASHERS FOR SILL ANCHOR BOLTS SHALL BE MIN. 2" 50. X 3/16" THK AND USED ON EACH BOLT. b. FOR ANCHOR BOLT LENGTH, REFER TO FOUNDATION DETAILS. ALL ANCHOR BOLTS SHALL HAVE 7" MIN. EMBEDMENT FROM FIRST POUR. 1 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. I 2 EXISTING XISTING Wo 1 4X4 HDR. 4X6 HDR. ................ ......... ...................................... . .......... ..... ..................... ........... ..... ................................................. ....... . ............................................................... ............. ........... .......................... ........................................ ............................................................................................................................................ .................................... ............... ....... . . ...... ................... ftyp) cv <1 x xQ I I O IL 4X4 HDR. x / COI .L '�� SIM 4 HDR. 2X8 RIDGE 4X6 HDR. ui - - - - - - - - - - - - - - - - - - - - - - - - 4X4 HDR. 4X4 HDR. I EXISTING INU FRAMING: ................... .............. - 4X4 HDR. .. ............................ ........................................... 4X4 HDR. C . .......... WALLS: 2X4 ............ ........................ . ..... . ................ ....................................... .................................................... FLOOR JOISTS: 2X6 CEILING JOISTS: 2X6 o ROOF: 2X6 Nt uj .................... Qx ...................... . ......................... ......................... ..................................... ........................................................... ................................................... ....... ................................................................. ... O................... . ------------------- .......... .................................... ..................................... 4X6 HDR. 4X6 HDR. E. ___=1�#'=8--------------------------- _ i ----------_._.---------------------_._.-----.._,_------ ADDITION EXISTING a 1ST FLR. FRAMING PLAN SCALE: 1/4" = 1'- 0" • VA 411111111111 HAN&rR 5Fr-CIFI C.-oATIONS Egg - [in HAN6rR 5FECIFIC-oATION5 111 t P--*) a a -no 2 -ej ROOF SHTO. TO BE 1/2" EXTERIOR GRADE PLYWOOD (32/16) N1 bd @ 6,, O.G. BOUNDARIES $ PANEL EDGES, 6 bd @ 12" O.G. IN FIELD. U.N.O. ROOF DIAPHRAOM NAILING TO BE IN5PEGTEP BEFORE GOVERINO. FACE GRAIN OF PLYWOOD SHALL BE FERFENDIGULAR TO SUPPORTS, 0� THE UNINGORPORATED AREA OF THE GOUNT"r 15 GONSIDERED TO BE A "5PEGIAL WIND REGION." ALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFAGTURERS IN5TRUGTIONS. ALL FASTENERS TO RESIST WIND LOAD OF NOT LESS THAN bO MPH O.G. BLDG. ORD. #386q SEE DETAIL: 15/0-12 ROOFING MANUFAGTURER TO PROVIDE SAMPLES OF COLORS AT JOB SITE FOR OWNER AND D.G.A. APPROVAL PRIOR TO ORDERING OF MATERIALS. PROVIDE 6.1. METAL FLASHING, AT ALL ROOF � MALL INTERSEGTION5. PROVIDE 6.1. METAL FLASHING, AT ALL VALLEYS. SEE GENERAL NOTES $ 5PEGIFIGATIONS FOR ADDITIONAL FRAMING, � MATERIALS NOTES. ALL RIDGE HEIGHTS ARE TO TOP OF FINISH ROOFING MATERIALS. HATGHINO INDIGATE5 "GALIF." ROOF FRAMING. SHAPED AREAS INDICATE INTERIOR BEARING WALLS, BEAMS OR FULL HT. SHEAR WALLS BELOW. PROVIDE 2x6 KIGKER5 FROM BEARING POINTS � NALL5 BELOW TO HIPS, VALLEYS 6 RIDGES @ 45 DEG. ANGLE MIN. A771(f-�, VENT N07E 5EESHEET A-4.1 FOR ATTIG VENT NOTES II 01i 11111ii BEMINS HA"S .2X4 STUIPS 0 16" O.C. MAX. HT.s 101-0" 3X4 STUDS 0 16" O.C. MAX. HT.: 10O' 2xb STUDS a 16" O.C. MAX. HT.: 141-011 2X6 STUDS 0 16" O.C. MAX. HT.: 161-OfA NON-BEARIMS k4ALLS 2x4 5TUDS o 1611 O.C. MAX. HT.: 141-011 2x5 STLO5 0 16" O.C. MAX. HT.s 14'-Ou 2x6 STUDS 0 16 O.C. MAX. HT.s 201-Off UTILITY C-4ZADE STUDS SHALL NOT BE SPACED MORE THAN 16" 0.0, OR SUPPORT MORE THAN ONE ROOF AND CEILINC7, OR EXCEED b'-Ou IN HEISHT FOR EXTERIOR AND LOAD BEARIN& WALL5, OP. HEIC7HT FOR INTERIOR NON-BEARIN& KALL5. SHEAR PANEL PER SCHEDULE S.W. ENC71NEEPS SHEAR HALL # PEP. , STRUCTURAL CALCULATIONS --:::= L= PANEL LENSTH Z;�--MOMENT FRAME SHEAR PANEL MWOMOX/M N"MMOMMM BEAM ELEVATION PER al SCHEDULE ON PLAN sw-- BEAM * FER EN&INEERS CALOS. BEAM/JOIST LINE x BEARINS POINT FROM ABO\4-: ON BEAM JOISTARAFTER SPAN, TYPE AND SIZE PER SCHEDULE CANTILEVL9ZED JOISTS 2X6 STUDS 0 16" O.C. OR BEARIN& NALL CONTINUED POST FROM ABOVE BUILDING 55r.,TION REFERENCE LETTER 12 BUILDING SECTION SHMT NUMM9;Z 2 DETAIL REFERENCE NUMBER V4) DETAIL SHEET NUMBER I. USE "SIMPSON" HANOER5 OR APPROVED EQUAL AT JOISTS HANGINO FROM BEAMS, AND AT ALL BEAM TO BEAM GONNEGTION5 PER PLAN. 2. BEAMS AND HEADERS LARGER THAN 4xIO TO BE SUPPORTED AT EAGH END WITH A 4x P05T OR LARGER. BEAMS AND HEADERS 4xI0 OR SMALLER TO BE SUPPORTED AT EAGH END BY DOUBLE STUDS EXGEPT AS NOTED ON PLANS. 3. PROVIDE "T-11-550" OR EQUAL BELOW NALL5 EXGEPT AS NOTED OTHERWISE ON PLANS @ GOMPO5ITE TRU55 FLOOR FRAMING. PROVIDE "T-11" BLOGKINO BELOW ViALL5 PERPENDICULAR TO JOISTS. 4. PROVIDE DOUBLE JOISTS BELOW NON -BEARING, AND TRIPLE JOISTS BELOW BEARING, WALLS EXGEPT AS NOTED OTHERWISE ON PLANS @ 2x STANDARD FLOOR FRAMING. BOND 2x'S WITH 2-16d R.5. NAILS @ 24" O.G. ALTERNATE SIDES. SOLID E3LOGK BELOW WALLS PERPEN- DIGULAR TO JOISTS. 5. FIREBLOGK ALL DROPPED AND SOFFITED GEILIN05, TYPIGAL. 6. PROVIDE RAFTER TIES @ 45" O.G. IN LOWER 1/5 OF ATTIC, 5PAGE WHERE GEILINO JOISTS ARE NOT PARALLEL TO ROOF RAFTERS. -T. ALL FRAMING HARDWARE TO BE "SIMPSON 5TRONO TIE ING." OR APPROVED EQUAL. b. WHERE DBL. TOP PLATES ARE BROKEN OR INTERRUPTED PROVIDE MIN. Ilb" THK.x 1-1/2" WIDE METAL TIE STRAPS. LAP ALL TOP PLATE 5PLIGES MIN. 41-o". cf. ALL UN5PEGIFIED HEADERS TO BE MIN. 4x4. 10. ALL POSTS 4x4 AND LARGER TO HAVE "SIMPSON" A-35 EAGH SIDE OF POST TO TOP AND BOTTOM PLATES U.N.O. ON PLANS. 11. ALL PLUME31NO WALLS TO BE MIN. 2x6 STUD5. 12. GLUED -LAMINATED BEAMS SHALL BE MARKED AN51/AITC, STANDARD AIqO.I. 13. PROVIDE FIELD INSPEGTOR V41TH APPROVED "GERTIFIGATION OF INSPEGTION" FOR ALL GLUED -LAMINATED BEAMS. 14. ALL UPPER FLOOR SHEAR PANELS AND BEARING WALLS TO EXTEND TO ROOF FRAMINIC5, MEMBERS. 15. WHERE SHEAR WALLS ARE CONTINUOUS ACROSS OTHER WALLS, POPOUTS OR FURRING, APPLY SHEAR PANEL PRIOR TO OTHER FRAMING TO PRESERVE SHEAR WALL CONTINUITY. 16. 5TRUGTURAL OBSERVATION PER 5EGTION 1-702 OF THE GBG SHALL BE PROVIDED WHEN 50 DE51ONATED BY THE ARGHITEGT OR ENGINEER OF RECORD OR, WHEN 5UGH OBSERVATION 155PEGIFIGALLY REQUIRED BY THE BUILDING OFFIGIAL. 1-7. LA6 BOLTS: PROVIDE LEAD HOLE 40% - _7096 OF THREADED SHANK DIA. AND FULL DIA. FOR SMOOTH SHANK PORTION. 5HEAR PANEL 5C-,HF-DULF- HALL# M-YHOW 4 NAILING PER ALLOWABLE 54LL NAILING US4. TABLE 23-1-K-1 SHEAF? 1/b" STUC40 0/ PAPER BACAaV LAT14 w/ 16 Cmk STAPLES 0 6*OZ. AT T48 160 PLF t6d o 611 O.C. PLATES, EVISE OF SHEAR WALL AND ON FIELD 3/60 STIZZT. 11 PLYWD. w/ 8d o 600.0. EaM. 4 260 PLF 16d o 60 O.C. EDCeS 4 1200.G. FIELD 3/6" STIRUCT. 11 PLYWD. w/ ed 0 4*0.0. BOUND. 4 34q FLF 16d o 40 O.C. EDSES 4 12"O.G. FIELD SHEAR ANC+IOR DOLT SIZE 4 SPACINry HALL # Ht MIN 3X P I Or SILL 5/60 ST'RUCT. 11 PLYM. 20d wl bd o S*Ojro. BOUND. 4 4qo PLF OR 112* VIA. LAC, MXvES 4 12*0.C. FIELD 13OLTS AT 16" O.C. a/&" STRUCT. 11 PLym. PLF 20d N/ bd 0 2*OZ. BOUND. -9 630 OR 1/20 VIA. LAS7 EDeC:S 4 12"O.C. FIELD BOLTS AT 12" O.C. 15/52" STP4,10T. I I PLYkV. 20d R a 2' O.C. wl 10d 0 2*0.0. BOUND. 4 '110 PLF O1/2* VIA. LAC7 ECWeS 4 1240,C. FIELD &rLTS AT 10" OZ. IqM28 STRr,,T. 11 PLYM. 20d 0 2' OZ. wl 10d 0 20O.G. BOUND. 4 6-10 PLF OR 112" VA LAO E06*6 4 1200Z. FIELD BOLTS AT &" O.G. INDICATES SREAR WALL NOT IW-..I�D IN STfWOT. OM16M FOR SHEAR FAMS-5 11, 12,13 4 14 PROVIDE MIN. 3x BOUNDARY MEMEIERS 4 SILL PLATE 05OKF) w/ STAOSERED NAILIN& 0 BOUNDARIES 4 EDSES- THE-1qAX. HEIC7HT TO HIVITH RATIO FOR SHEAR HALLS 15 2d UNIr. LOCACM SHE -AA WALLS AJ�M NOT FERMI I I - WHERE PANELS ARE APPLIED TO BOTH FACZS OF A WALL 9 NAIL SPACING IS LESS THAN 69 OZ. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFIERIM17 FRAMINS tw:r c OR FRAMIN& SHALL BE MIN. 3x Ht NAILS ON EACH SIDE STA66EFtED. SILL NAILINS SHALL BE HALF THAT SPE5501FIED IN THIS SC+EDULE AND STA66ERED w/ MIN 3x SILL PL. STUDS SHALL BE SPACZD a 16" O.C. 0. ALL NAJL5 FOR PLYWOOD SHALL BE COMMON NAILS UNO. (3). ALL NAILS SHALL BE STA66EREV k*IERZ NAILS SPACED 2" O.C. (4). ALL FIELD NAILS TO BE 10d 0 120 O.C. (5). ALL LAO 13OLTS SHALL RAVE 1-1/2" MIN. VMENT INTO SUPPO1;tTINry HOOD MEMBERS. (6). ALL 20d NAIL HOLES SHALL BE PREPRILLED. F;F.A1'v1 ELF.\/ATION OT I I TOP OF BEAM @ TOP OF JOISTS F2 TOP OF BEAM @ BOTTOM OF JOISTS 151 TOP OF 2x NAILER @ TOP OF J015T!5 4] TOP OF 2x NAILER @ BOTTOM OF JOISTS a BOTTOM OF BEAM @ BOTTOM OF CLO. JOISTS 1% aBOTTOM OF BEAM @ TOP OF PLATES TOP OF BEAM @ TOP OF PLATES aTOP OF BEAM (9 BOTTOM OF BEAM # B.N. A35s 16 O.C. = -_ . - _- _:�.....:- - -- -_ -- -_ -_ _............. _ -= - - -. - - 2x4 STUDS 16 O.C. 6B BLOCK 2x L x F O....... 2 6F.J.O.C. @ _ _ _- _ - =- - - __ -_ . . . . .- - _- _......... - - - - - - 2. ROOF RAFTERS PER PLANS 16d 8 O.C. @ - - -- - - _ --_ -- 3. EDGE NAILING L NG = = = _ = = _ 4. i SIMPSON MST 4... AZ PER STRUCT PLANS 5.4x BEAMPGIRDER_ . b Ibd J „ A35 s 16 O.C. @ / DX T$E:G PLYWOOD 34 C I W 10d 6 O.C. TH NG- SHEA- @- 4x 6 ............._................... = - _- =_ '= - - - - - - - - _ - - -- - - - - - - - - - = - - - - - - - - - 6. 3 2X4 STUDS �) 7. DBL. L TOP PLATES NAILS AT J5T TO J5T ES �. 2x6 BLOCK " AT EDGES AND 1fl O.C. IN _ _ _ - - - _ _ _ _ _ _ _ - - - - - - - _ - _ _ - - _ - - - - - I. / FIELD P. 32 16 - _- -- - - - -- - -- - - -- U.N.O. \B.N. 2x6 F.J. _ - -_ -_ -_ -_ 16" O.C. E 66T EACH SIDE IUI IV 2x6 MUD SILL W/ 3/16" X 31/2"� POWER DRIVEN PIN W/ 16 �---- 4x4 POST D ES I G N E R: / X IN n GA. WASHER A35 EACH SIDE HUDGINS DESIGN / \ I R-19 BATT. 27626 PASEO SONATA x x X INSUL. SAN JUAN CAPISTRANO, CA 92675 2 5 `� TEL: 949.322.7922 2x6 P.T. D.F. SILL WITH 5/8" DIA. 4x6 GIRDER FAX: 949.488.$940 —EQ. Q. X 10" ANC. BOLTS @ 72" O.C. CV 7 4 4 2x BLK6 2x JOISTS PER PLAN r 7 1 I Ll O 6 66T EA. SIDE I � a 4x4 POST CONCRETE #4 BARS PIER 18" SQ. 17 DRAU �Cu BEA M 13 11 IN CLU. JST @ PARTITIVIN 9 INT, l"'mmzST0R'kyo FTG. uAw""IRDtR P% I E R E.N. E.N. PLYWD ROOF SHTO o/ "SIMPSON" WIDTH MAX BORE 6Q% OF WIDTH RAFTERS PER PLAN A35 PER (5) 16d 2x4 - (2 1 /8" DIA. HOLE} E.N.PER s o ��uL3.� sct+EDULE BEAM PER PLAN W/ 1 / E.N. APPROVED JOIST 2x RAFTERS 5/8" MIN. 2x6 - (3 3/16" DIA. HOLE) DBL. TOP PLATE HANGERS PER PLAN SIMPSON EDGE D I ST. SHEAR HALL PER PLAN A35 @ 24" 2x STUDS a 16" O.G. CEILING JOISTS Q.C. 14o PER PLAN @ EN. 8d @ —11— 16" O.C. 6" O.C. 2x STUDS ®ib" O.G. � I + "SIMPSON" A35 5PAGINO ® + 2x SOLID SHEAR HALL PER. PLAN TOP PLATE, U.N.O. ON PLANS I + + BLOCKING E.N. 2x BLOGKIN5 SHEAR PANEL PANEL E.K. HALL # ONE SIDE THO SIDES "SIMPSON" A35 NONE 32'1 O.G. 2x JOISTS PER 5GHEDULE q 20 O.G. 10.5 O.G. PER PLAN SIMPSON A35 ■ MAX NOTCH 40% OF WIDTH 10 14" O.G. 10" O.G. GEILIN6 JOISTS II II" O.G. 5.5" O.G. @ 48" O.C. PER. PLAN 12 8" O.G. 4.5" O.G. C) 2x4 - (1 3/8" DEEP NOTCH) E.N. 13 7" O.G. 2x6 - (2 1 /8" DEEP NOTCH) DBL. TOP PLATE 14 b" O.G. >1 2x STUDS ® Ib" O.G. SHEAR HALL PER PLAN wo"'TAIL -,mom& NOTG' "ING/BORla "G N.T.S. 14 %"`3 HE Aa R TRANSFER 10 IN 1 9 UCILINGon"" JSm'l"fm EE E €E 6 EA v t: u INT. NON —BEARING WALLS I i POST PER PLAN v 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 GB r� AN ADJOINING STUD OR BY OTHER APPROVED MEANS). RIDGE BEAM OR BOARD SEE PLAN PER PLAN ®® z "51MP50N" A35F AT EA EQ. EQ. W �® 51 DE OF POST X "SIMPSON" ST22 ® 32" O.G. 2X BLCWG 0 10 �® U ¢ Z N T 22" 22" ®,... ~ "It 2 PER PLAN US PLYWOOD ROOF 5HTC-v. ° Z 0 a N ® DEPTH (D} "51MP50N" A35 AT EA , 51 DE OF P05T � 2X4 FULL HIGH STUD WALL PER PLAN' CLG LEVEL 9 NO BREAK @ Z Z DBL 5TUD BELOW K.P. t- CiJ M M i� Cj � cy d N RAFTERS PER PLAN RIDGE BOARD PER PLAN HOR OR BEAM WHEN Z OGGUR5 PER PLAN FIREBLOCK w --- CONCRETE PIER NOTCHES NOT PERMITTED WITHIN MIDDLE 1/3SPAN e J NOTCHES WITHIN 1/2 BUT BORED HOLES ARE BORED HOLES ALSO BARS EACH SPAN EACH END PERMITTED PERMITTED WAY PER FD PER PLAN PLAN PROJECT INFORMATION PROPERTY OWNER: PAYAM JAHANGIRI 2109 S. WRIGHT ST., #F I N ST R� I'D W/ # i I # 1BARUL li TAIL g # 1 , �" � # �°°°° i # TEL 714.754.41112(W)NO ING/BORIN A 75 1 ,I5.15 RIDGE TO R A% F I h �° I FLR. JOISTS S 1 AB BOLT 16d @ 8" O.C. " 16d 8" O.C. PROJECT ADDRESS: 221 ,� 4 N. LAUREL ST. ZONE: RI MAX BORE 40% OF WIDTH PLYWOOD & B.N. A35 @ 16 O.C. WHEN 2x4 STUDS @ 16 O.C. @ APN: 198-252-18 WIDTH 2x4 - (1 3/8" DIA. HOLE) RAFTERS PER PLAN WHERE OCCURS NO SHEAR OCCURS A35s @ 16 O.C. „ LEGAL DESCRIPTION: TR 540 LOT 11$ - �� Ii4" CDX T&G PLYWOOD PLYWOOD WHERE 2x6 (2 1 /8 DIA. HOLE) E.N.E N PLYWD ROOF SHTG o! 2x6 BLOCK SHEATHING W/ 10d @ 6 O.C. OCCURS 3/4" CDX T&G PLYWOOD AT EDGES AND 10" O.C. IN 2x6 BLOCK — SHEATHING W/ 10d @ 6" O.C. AT SET 5/8oe MIN • 51MP50N FIELD - P.I.32/16, GLU . AT EDGES AND 10" O.C. IN 2x6 P.T.D.F.LL A35 PER B.N.I. EDGE DIST. 5GHEDULE B N FIELD - P.I. 32/16, GLUE. REVISION DATE WITH MAX BORE 60% OF WIDTH E.N. NC BOLT@72" " 2x6 F.J. 16 O.C. � SUBMITTAL NO. 1 1 DEC 2004 DBL. TOP PLATE O.C. WITHIN 12" OF 2x6 P.T. D.F. SILL WITH 5/8" " "�---- — 2x6 @16" O.C. SUBMITTAL NO.2 1 JAN 2005 ON DBL. STUDS. NO MORE 4x6 GIRDER DIA. X 1fl ANC. BOLTS @ 72 THAN 2 PER DBL. STUD 2x STUSS CRIPPLE i6 O.�. ENDS B. N R-19 BATT. PT. DF. O.C. WITHIN 12" OF ENDS 2x4 - (2 1 /8" DIA. HOLE)'"-"' SHEAR WALL PER PLAN z O o B.N. INSUL. 2x6 - (3 3/16" DIA. HOLE) s • 66T EA. SIDE a O — NEW CRIPPLE WALL "MIN. 12" MAX. _ 4x4 POST 211*1 2x STUDS ® 16" O.G. PT. DF. "VIVA MAX NOTCH 25% OF WIDTH SHEAR WALL PER PLAN A35 EA. SIDE 2x4 - (7/8" DEEP NOTCH) OP PLOA35 SPACING ® GONTINUOU5 TO RAFTER " TOP PLATE, U.N.O. ON PLANS Z n SHEAR PANEL PANEL 2x6 - (1 3/8 DEEP NOTCH) WALL # ONE 51DE TWO 51DE5 Z STRUCTURAL E.N. 2x6 MUD SILL � NONE 52" O.G. NEW ABOVE N. GEILINC-v JOISTS Z r q 20" O.G. 10.5" O.G. E N PER PLAN #4 BARS 2 W/ 3/16" X 3 1/2" #4 BARS AP III10 14" O.G. 7.0" O.G. EXISTIN& BELOH s POWER DRIVEN cv DETAILS * DBL. TOP PLATE STUD LEFT SHALL BE SOUND 11 11 O.G. 5.5 O.G. "�- PIN Wi 16 GA, WOOD + HAVE NO KNOTS, 11.2 3 O G. 4.5" O.G. EXISTWC� STUDS ®ib" O.G. U N WASHER � 14 b" O.G. SHEAR WALL PER PLAN Ir- 12" BREAKS, SPLITS, EXCESSIVE 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 w/ MIN. 9.5" EMBEDMENT INTO EXISTING SCALE: AS NOTED JOB NO: 04054 - ---18" SQ. FDN. INSTALL PER MANUF. SPECS. 1.75" MIN. EDGE DISTANCE TO A. BOLT ry DATE: 01.01.05 DRAWN NOTCHING/BORING @ Au ut %%`31-10EA R TR A NSFER V 0*""IR wooR END16........... 4 € € # SIURY - - # ts - - - - - 20f EXT11 & BEARING WALLS. < mm . m° °°° 9 EXTIR . . . . . . . . ....... . ....... ..... . . . . �o _................. ..... . . . . . . . _ _ _ .......... : _ mm.. X