Loading...
HomeMy WebLinkAbout10147529.pdfas J & 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 NOM NOMINAL BTWN BETWEEN N.S. NEAR SIDE NTS NOT TO SCALE CAB. CABINET GEM 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 SH7 SHEET EQ SP EQUALSPACES 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 EXP 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.Q.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 THRD 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. T.O.L. TOP OF FIRMING 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 W10 WITHOUT W/P WATERPROOFING W.H. WATER HEATER WT WAINSCOT WSCT. WEIGHT CODES: 1. ALL WORK SHALLDONE IN ACCORDANCE WITH THE 211 CALIFORNIA ! PLUMBING, MECHANICAL, i ELECTRICAL CODES,AND LOCAL ORDINANCES. 1. IT SHALL BE RESPONSIBILITY OF i .4 i• TO LOCATE ALL EXISTING SHOWNUTILITIES WHETHER i OR NOT,AND TO PROTECT THEM FROMDAMAGE. THE CONTRACTOR SHALL ■ 1 • ALL EXPENSE OR REPAIR ■ ,■ • ■ REPLACEMENT • , CONJUNCTION WITH THE EXECUTi OF O' AGENCY.2. ALL MATERIALS AND FIXTURES ARE TO HAVE APPROVAL FROM AN APPROVED TESTING i !A•R 1. ULTIMATE CONCRETE STRENGTH TO BE 2500 P.S.I. AFTER 28 DAYS. 2. PROVIDE 5/8" DIAMETER FOUNDATION BOLTS IMBEDDED 7" IN CONCRETE AND SPACED • i ON CENTER • iWITHIN 12" OF , CORNER .r ' WASHERS ABOVE3. A CORROSION RESISTED WEEP SCREED AT FOUNDATION PLATE LINE WHICH WILL ALLOW TRAPPED TO DRAIN TO THE EXTERIOR OF THE BUILDING. MINIMUM 4" HEIGHT GRADE1ND 2" ABOVE CONC.SURFACE. 4. DRAINAGE PIPING IN THE GROUND SHALL YE LAIDON A FIRM ■ ED FOR IT'S ENTIRE LENGTH AND BACKFILLED IN THIN LAYERS TO 12u ABOVE TOP OF PIPE WITH CLEAN EARTH, FREE FROM STONES AND BOULDERS. LUMBER !FRAMING: DOUGLAS1. USE FOR ALL AND SMALLER. 2. ALL LUMBER CONTACT• . OR MASONRY w SHALL PRESSURE TREATED !• i•! RESISTANT TO DECAY. 3. RAFTER 4'-Ou O.C.1R REQUIRED IMMEDIATELY ABOVE -RAFTERS • NOT PARALLEL CEILING JOISTS. 4. PLYWOOD EDGES AT SUBFLOOR SHALL HAVE TONGUE AND GROOVE OR SOLID BLOCKING • AT EDGES. 5. ■ • • SHALL . 4 4 4 . AND VENT i !• • ALLOWiBORING 6. BRACING • 1 SHALL CONFORM 2001. 7. iii ROOF PANELS SHALLBE BONDED WITH INTERMEDIATEOR EXTERIOR 1ND WHERE EXPOSED WEATHER, SHALL EXTERIOR - GRADE. STRUCTURAL i i i IMPAIRED BY MEMBER � CUTTING OR • 9. CUTTING, NOTCHING OR BORING OF FRAMING MEMBERS SHALL BE IN ACCORDANCE I�u Zo N a Z cn w REAR YARD (1530 SQ.FT.) Rid :1 WAllilk 0 EXISTING 5'-0" BLOCK WALL_ WITH CBC 2001. WALLS/FLOORS CONTAINING DRAIN, WASTE AND VENT PIPES, GAS AND/OR ELECTRICAL PIPING CONDUIT SHALL COMPLY WITH CBC 2001. 1 TWO (2) LAYERSOF •4i i •,• • • OVER PLYWOOD SHEAR WALLS. BUILDING: 1. ALL DOORS AND SWINGING WINDOWS• STRIPPED. 2. ALL METAL WINDOWS AND SLIDING GLASS DOORS S,HALL BE IN COMPLIANCE WITH ANSI STANDARDSOR Al, INSTALLATION3. ALL GLAZING • • i i 4. EXIT DOORS & ESCAPE WINDOWS MUST BE OPERABLE FROM INSIDE WITHOUT SPECIAl KNOWLEDGE OR USE OF •• 5. ROOFING MATERIALSTO BE CLASS Ri• ■ FOOT. LIGHT iVENTILATION: 1. ROOMS USED FOR LIVING, SLEEPNG, EATING OR COOKING SHALL BE PROVIDED WITH NATURALlti 4 TO ONE OF •i- AREA WITH A MIN. OF 1 ! 2. ROOMS USED FOR LIVING, SLEEPNG, EATING OR COOKING SHALL BE PROVIDED WITH NATURAL VENTILATIONi 4 TO ONE OF i•• AREA WITH A MIN. OF 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 , OF AIR CHANGES HOUR. DISCHARG POINT FROM NEAREST OPENING. CLEAR4. BEDROOMS MUST HAVE AT LEAST ONE OPERABLE WINDOW OR DOOOR APPROVED FOI EMERGENCY ESCAPE OR RESCUE WHICH SHALL OPEN DIRECTLY TO AN OPEN YARD. THI MIN. NET AREA OF THE WINDOWt 4VE 5.7 SQ.FT. WITH , MIN. WIDTHOF 1 AND A MIN. HEIGHT OF 24". THE MAX. SILL HEIGHT IS 44" ABOVE FINISHED FLOOR. 5. EVERY DWELLING PROVIDED r 1 4 1 i• i ! ! 1« OF MAINTAINING A ■OOM TEMPERATURE •i DEGREES ■ OVE THE FLOOR. !ii' IS NOT PERMITTED FROM THE GARAGETO ANY i'!! 7. 1 4 4 EXTERIOR)ii i • i LANDING. 8. WHEN APPLYING STUCCO OVER PLYWOOD, THE MOISTURE BARRIER SHALL CONSIST OF i LAYERS OF .li i PAPER, • SMOKE DETECTORS.INSTALLED. AREAS i SLEEPING ROOMS ON OR ,■ THE CEILING, IN EACH SLEEPING ROOM, STORY r OF MULTIPLEi' DWELLING AND WHERE CEILING HEIGHT EXCEEDS HALLWAY OTHERHEIGHT BY 24." HARDWIRED/BATTERY BACKUP/AUDIBLE ALARM. 10. HABITABLE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 71-611. ALL ROOMS SHALL 1 MIN. CEILING HEIGHT OF 1 25' 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). m 11. ATTIC ACCESS OF 22"X3011 (MIN.) WITH 3011 OF HEAD ROOM ABOVE OPENING. 3011X3011 Ii 6-AU . INSTALLED ATTIC AND SHALL : READILY ACCESSIBLE. VENTILATION,12. ATTIC tL i 1 OF ' 4 VENTILATED, SHALL BE PROVIDED i! i AS REQUIRED FOR FORCED AIR UNIT. 13. PROVIDE• MIN. OF • 3/411 HOSE BIBS, ONEREADILY ACCESSIBLE TO THE FRONT AND ONE READILY ACCESSIBLE TO THE BACK, PROVIDE ANTI -SYPHON DEVICE. 14. DETAILS OF 4 'WAY MUST COMPLY WITH CBC 2001. 15. DETAILS OF GUARDRAILS AT FLOOR AND ROOF OPENINGS, BALCONIES, OR PORCHE 11 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. 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 AND MADE AVAILABLE TO THE INSPECTOR. SECURITY NOTES: AVAILABLE1 - SLIDING GLASS DOORS AND WINDOWS LESS THAN 16 FT ABOVE ANY SURFACE FOR USE BY PUBLICBE CAPABLE OF BEING MOVABLE PANELS SHALL NOT BE EASILY REMOVED FROM THE FRAME. 2. ALL MAIN OR FRONT ENTRY DOORS TO DWELLINGS SHALL BE ARRANGED SO THAT THE OCCUPANT 4 1 VIEW OF AREA IMMEDIATELY OUTSIDE WITHOUT OPENING THE EXTERIORDOOR. A DOOR VIEWER, A VIEWPORT, WINDOW OR OTHER OPENING MAY PROVIDE SUCH 3. WOODEN DOORS SHALL BE SOLID CORE CONSTRUCTIONOR SHALL : COVERED ON INSIDE FACE WITH • GAUGE METAL ATTACHED 1! SCREWS AT • INCH ON AROUND PERIMETERS. 4. ALL SWINGING DOORS SHALL BE EQUIPPED WITH A DEADBOLTTHROW ■ i 1! i OF i THAN 5. THE INACTIVE LEAF OF A PAIR OF DOORS $ THE UPPER LEAF OF A DUTCH DOOR SHALL BE EQUIPPED WITH A ! /i■• 6. NON -REMOVABLE PINS SHALL BE USED IN PIN TYPE HINGES THAT ARE ACCESSIBLE FROM OUTSIDE !•i' IS CLOSED. 8. NARROW FRAMED GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN 7. UNFRAMED GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN 1/2n 9. ANY GLASS THAT IS LOCATED 11 OF THE LOCKING DEVICE ON ' DOOR SHALL BE FULLY TEMPERED OR HAVE APPROVED METAL BARS, SCREENS OR DOORS. 33' CENTERS10. SOLID WOODEN HATCHWAYS LESS THAN 1-3/4 INCHES THICK SHALL BE COVERED ON THE INSIDE WITH 16 GAUGE SHEET METAL ATTACHED WITH SCREWS AT 6 INCH ON AROUND i i PERIMETER r AND SHALL BE SECURED ! FROM THE INSIDE i SLIDE BAR, SLIDE BOLTS, i• PADLOCK HARDENED STEEL SHACKLE. ALL OTHER OPENINGS LARGER THAN 96 SQUARE INCHES WITH A DIMENSIN IN EXCESS OF 811 SHALL BE SSECURED BY METAL BARS, SCREENS, OR NON-OPENABLE 11. 1 E i 1 PROVIDED DEVELOPMENT • • WITH FULLY ENCLOSED FOR EACH TENANT SHALL BE SEPARATED BY PARTITIONS OF 3/8" PLYWOOD OR EQUIVALENT WITH STUDS SET NO MORE ON • 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. BUILDING DEPARTMENT NOTES SCOPE OF WORK: BUILD 677 SQ.FT. 1ST FLOOR ADDITION AT REAR OF 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 1148 SF R -UNLIMITED U-1 0 SF U - 1000 SF OCCUPANT LOAD: N/A EXITS REQUIRED: N/A A-1.1 SITE PLAN ROOF 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 SD►O1 STRUCTURAL DETAILS M01 T-24 CALCS & FORMS PLANNING DEPARTMENT NOTES ALL ROOF LINES, ROOF MATERIAL s 1 ll "ke L_ LEGAL DESCRIPTION: TRACT 540 LOT 119 ADDITION TO THE TOWN OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN CITY RECORDS. A.P.N. 198-252-19 PROPERTY ADDRESS: 212 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 PRESENT ZONING R-1 EXISTING LIVING AREA 471 SF PROPOSED LIVING AREA 677 SF TOTAL LIVING AREA 1148 SF TOTAL STRUCTURE AREA 1148 SF LOT SIZE SQ.FT. 3750 SF LOT COVERAGE 30.6% REAR YARD AREA 1530 SF FRONT HARDSCAPE AREA N A FRONT LANDSCAPE AREA N A 1*1ESIGNE : 'E�W�7*2�_4t; WUDGINS 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: 714.754A 11 (W) PROJECT ADDRESS: 212 N. LAUREL ST. . ZONE: R1 APN: 198-252-19 LEGAL DESCRIPTION: TR MO LOT 119 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 20 DEC 2004 SUBMITTAL NO.2 1 JAN 2005 SITE PLAN (1) SCALE: AS NOTED JOB N0: 04053 DATE: 01.01.05 DRAWN BY: S.H. Lim U61, NOV N CN DOOR AND FRAME SCHEDULE OO FIRE RATING LABEL IIII ' II �� III B A31 mw 9 w ---------------------------- (E) I ------.--_----.._ -----------------------_ - --- 1_1 22'-11" 1ST FLOOR PLAN SCALE 1/4" = 1'-0" WINDOW SCHEDULE = GENERAL NOTES MARK TYPE SIZE WIDTH HEIGHT FINISH MATERIAL NOTES TEMP. 101 A 4'-0" 4'-0" 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 5'-0" 4'-0" PAINT ALUM. SLIDER; 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 4'-0" 1'-6'1 PAINT ALUM. SLIDER/OBS; see T-24 for u & schg values N 106 A 4'-0" 1'-6" PAINT ALUM. SLIDER/OBS; see T-24 for u & schg values N 107 A 2'-0" 3'-0" PAINT ALUM. SLIDER; see T-24 for u & schg values N 10:8E A 3'-09° 2'-6" PAINT ALUM. SLIDER; see T-24 for u & schg values N 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. . 1 . 10. BEDROOM RECEPTACLES TO BE ARC -FAULT PROTECTED. NOTE: THIS KEY NOTE LIST FOR SHEETS A-2.1 & A 2.2 ONLY. F-11 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. 4] MICROWAVE - PROVIDE SEPERATE ELECTRICAL CIRCUIT. (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS.) COOK TOP W HOOD AND OVEN BELOW (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS.) a TRASH COMPACTOR. 7]7, DOUBLE OVEN. F8] CUSTOM CABINETS - GC TO PROVIDE SHOP DRAWINGS. 1-9 CUSTOM LINEN CABINET - GC TO PROVIDE SHOP DRAWINGS. 10 ART NICHE Iql SOFFIT ABOVE [T21 HEADER ABOVE [q3 LINE OF DROPPED CEILING [q4. PRE-MANF. SPA TUB W/ MARBLE TILE SURROUND. CONTROL VALVES TO PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPC SEC. 4107. [T51 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. 19 SHOWER SEAT. 20 MEDICINE CABINET. 21 PAINT GRADE WOOD SHELVING. [i2j UTILITY SINK. F23] WASHING MACHINE SPACE - PROVIDE RECESSED BOX FOR WATER AND WASTE CONNECTIONS. DRYER SPACE - PROVIDE VENT TO OUTSIDE PER UMC SEC.1903 W/ 14' LENGTH & F4 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 [i5j SWITCHED LIGHT, 110V OUTLET AND 24" WIDE SOLID FLOORING TO FAU, NOT MORE THAN 20'-0" IN LENGTH. 0FAU IN ATTIC PER UMC 319. PROVIDE LIGHT, POWER, GAS, ACCESS AND 30" WIDE 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 F9 WALL HEATER. SEE T24 CALCULATIONS. - FOCCUPANCY SEPARATION PER U.B.C. SEC. 302.4 BETWEEN GARAGE (U-1) AND 3d 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. PREFABRICATED 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. 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. li6. EXTERIOR GRADE R/S PLYWOOD CEILING. 37 WOOD GATE - SEE EXTERIOR ELEVATIONS. F 8 5/8" TYPE "X" GYP. BOARD AT WALLS AND CEILING AT ENCLOSED USABLE SPACE UNDER STAIRS. 39 12" WOOD STAIR TREAD F4 41 4.2, CONC. PAD AND STAIR PER CITY STANDARDS. q3 FIRSP RGE F I F! FROM 13c6917A'4f� F44] ELEC. METER - PROVIDE ACCESS DOOR TO MATCH TRIM. 4.5 VEGETBLE SINK Wi GARBAGE DISPOSAL [4fli BAR SINK W/ 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. liol 10" DIA. TUBE SKYLIGHT. ire 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: 212 N. LAUREL ST. ZONE: R1 APN: 198-252-19 LEGAL DESCRIPTION: TR 540 Ltd 119�\ .. S U B M I TTA,'� °. i REVISIO � # Mti'DATE'. X.4 SUBM AL NC�'1 20 DE2004 SUBMITTAL NO 2 e 1 JAN4200�1rf SCALE: AS NOTED DATE: 01.01.05 •: 04053 DRAWN ADDITION EXISTING NEW ROOF EXISTING ROOF NOTE: THIS KEY NOTE LIST FOR SHEETS A03 & A04 ONLY. ALL RIDGE ELEVATIONS TO BE MEASURED TO TOP OF FINISH MATERIAL, TYP. (U-0-N.) F2.] . [-3] EXTERIOR 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. .] COLOR: TO BE SELECTED BY OWNER F _ 1 I I W/ TRANSPARENT STAIN FINISH FLOOR ELEVATION A (SOUTH) SCALE: 1/4"=1'-0" ELEVATION B (NORTH) SCALE: ,a°=r-o° 12 ELEVATION D ('WFST) SCALE: 1/4" = V-01' MOORE dEl"0�1b'M r 25 , awww CV w FINISH FLOOR '/ c ELEVATION SCALE: 1/4" = V-01' ® G.I. STUCCO WEEP SCREED, SEE DETAILD1 FINISH GRADE GARAGE Beffi! RE)bb UP Fil ._ By ee. Col OR. , _ WINDOWS: SEE DETAILS MANUFACTURER: TO BE SELECTED BY DEVELOPER COLOR: TO BE SELECTED BY OWNER FRENCH DOOR OR SLIDING DOOR, PAINTED FRAME Fi-ol MANUFACTURER: TO BE SELECTED BY DEVELOPER COLOR: TO BE SELECTED BY OWNER m 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.: 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. [T6] ATTIC VENT 12" X 18" RECTANGULAR METAL LOUVER W/ SCREEN (VENTILATION AREA 121 SQUARE IN.). SEE CALCULATIONS ON A-4.1. 1. REFER TO "SPECIFICATIONS," DETAILS AND BUILDER SPECS FOR ADDITIONAL INFO PERTAINING TO THIS ELEVATION. 2. GLAZING IN DOORS AND FIXED GLAZED PANELS OF MORE THAN 9 SQ.FT. SHALL HAVE CATEGORY II CLASSIFICATION PER CBC CHAPTER 24 AND UBC STD. 24-2. 3. ESCAPE OR RESCUE WINDOWS SHALL BE PROVIDED IN ALL SLEEPING ROOMS, IN ACCORDANCE WITH 2O01 CBC (SECTION 310.4) 4. PURSUANT TO THE CITY OF SANTA ANNS SECURITY ORDINANCE AND 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. 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. FOUNDATION VENTS TO BE AS CLOSE TO CORNER AS POSSIBLE AS PER 2306.7 1148 SQ.FT./150 = 7.65 SQ.FT OF VENTILATION REQUIRED OR (14) - 6" X 14" GFI VENTS. 15/32" CDX PLWD. OR OSB SHTG. 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. SHEATHING PER STRUCTURAL DRAWINGS. r3] RIDGE BEAM PER STRUCTURAL DRAWINGS. [4. 2X CEILING JOISTS PER STRUCTURAL DRAWINGS. 1-5.1 2X FLOOR JOISTS PER STRUCTURAL DRAWINGS. F6] 2X4.STUDS AT 16" O/C. 2X6 STUDS AT 16" 0/C. DBL. 2X TOP PLATES. F-91 2X P.T.D.F. SILL PLATE 110.1 2X SILL PLATE 11. PROVIDE R13 BATT INSULATION AT EXTERIOR WALLS. 12. PROVIDE R30 BATT INSULATION AT CEILING. [T31 PROVIDE RI BATT INSULATION UNDER FLOOR. 14. 3/4" PLYWOOD NAIL 10d @ 6" EDGE & 10" FIELD, GLUE. [T51 1l2" DRYWALL (TYP.) 16, 2X BLOCKING F17] FLUSH BEAM WITH APPROVED HANGERS. [T81 DROPPED BEAM WITH GYP BOARD OVER. Fl-91 CONTINUOUS 4X12 BEAM liol CONCRETE SLAB MLO 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. ATTIC VENT SUMMARY 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. WHERE4. PROVIDE APPROVED INSULATION DAMS (BAFFLES) BLOCKS AREBETWEEN ROOF MEMBERS , PREVENT VENT BEING BLOCKED BY l 5. PAINT VENTS TO MATCH TRIM COLOR. 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 1148 - - - - ( UNIT : SQ. FT. ) B CALCULATE REQ'D NET 551 ---- FREE VENTING AREA: ( UNIT : SQ. IN. ) PROVIDE NET FREE VENTING AREA GABLE VENTS (12X12) 90 x 1 1 = 90 SQ. IN. = 90 GABLE VENTS (12X18) 133 x 4 ---- 1 = 133 SQ. IN. = 532 DORMER VENTS ---- 1 = 135 SQ. IN. - 0 TOTAL PROVIDED 622 SUN. ---- DESIGNER: Sw_ HUDGIDESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 ■ r • PROPERTY OWNER: PAYAM JAHANGIRI 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 . TEL: 714.754.4111 (W) PROJECT ADDRESS: 212 N. LAUREL ST. ZONE: R1 APN: 198-252-19 LEGAL DESCRIPTION: TR 540 LOT 119 iSUBMI TAL SET 1 REVISION SUBMITTAL NO. 1 SUBMITTAL NO.2 DATE 20 DEC 2004 1 JAN 2005 SCALE: AS NOTED JOB NO: 04053 DATE: 01.01.05 DRAWN BY: S.H. MIN. GLA55 'A' COMPOSITION ASPHALT SHINGLES INSTALL --i/5" EXTERIOR PLA5TER 0/ 60 ®- FIBER BATT INSULATION PER MANUF. REG. MIN. PAPER BACKED WIRE MESH _ 2X RAFTERS REFER 50 LB. ROOF FELT TO STRUGT. PLANS GYF BD, 2X EAVE VENT BLOCK. EACH FIBER BATT INSULATION 2X STUD WALL BLOCK PROVIDES APPDX. I"t $. 5Q. IN. OF VENTILATION 12" MOISTOP 7/S" EXTERIOR CEMENT FLASHING PAPER GYP. PLASTER 0/ PAPER BACKED IX 50LID SHEATHING @ BOARD WIRE LATH 0/ M015TO10 OVERHANG, 1/2" PYWD - FLA5HING @FIELD WOOD TRIM TO MATCH COMP051 T I ON 5H I NGLE STARTER STRIP (a) 2X TRIMMER 5TUD5 • - 24 GA. GALY. MTL. RAIN GUTTER AT JAMB CONDITION, FACTORY PRIMED AND PAINTED. 4X HEADER AT HEAD CONDITION A0012 TRIM TD MATCH SUPPORT TO OCCUR @ 56" 0.0 PER STRUCTURAL lv� At a � O z 26 GA. D T GALV. MTL. � ® 4X HEADER AT HEAD 2X CEILING DRIP O CONDITION, (2) 2X TRIMMERS J015T5 WHER FLASHING 2X RESAWN FASCIA, V AT JAMB CONDITION PER OCCURS SEAL 4 STAIN. SLIDING GLASS ®L STRUCTURAL DWG.5 INSUL. PER DOOR FRAME INSTALL PER t� ENERGY REPORT 7/8" THK. 3 COAT MFGR'S. SPECS. VINYL. WINDOW FRAME � PLASTER FINISH O/ i NSTALL PER MFC�R S. SPECS INT. FINISH ....... 5EE PLAN FOR DIM PAPER BACKED MTL. REFER TO DETAIL I q/DO I FOR ADDITIONAL FLASHING REQUIREMENTS. REFER TO DETAIL I a/DO I FOR ADDITIONAL FLASHING REQUIREMENTS. LATH % II 1 �� . . �� II I II NTH 11/2 I ®WINUU1 k;VNV, PLYWOOD SHTC. o/ MIN. GLA55 A COMP. Y I MYL. WINDOW 2x RAFTERS ASPHALT 5H I N(5LF5 FRAME SET FLANGE O.G. PERPLAN INSTALL PER MANUF. REG. 5LIDING GLASS W/ SEALANT IN5TALLATION NOTES: 0/ 30 LB. ROOF FELT DOOR FRAME INSTALL PER z IL IST: ATTACH 12" MOISTOP FLASHING MFGR'S. SPECS. I z 4TH FLUSH ALONG THE BOTTOM OF THE 0- < OPENING. THE LENGTH OF THE 115IMP50N" A35 @ 16" O.G. O x FLASHING MUST BE LONG ENOUGH TO FALL A MIN. OF 12" BEYOND _E,N_ _ F1 THE OPENING ON BOTH SIDES KIM 50 THAT IT 15 BEYOND THE TWO SLIDING GLASS DOOR SILL- VERRTICAL5 THAT ARE ATTACHED PROVIDE BITUMINOUS ��-N,D IN STEP 2. I �� COATING ON SILL FOR 12 M015TOP FLASHING PAPER 2ND 2ND: ATTACH FLASHING ALONG THE SEPARATION OF ALUM. STAPLED TO ROUGH SILL, LAP 6" 3RD VERTICAL SIDES OF THE OPENING u uu CONCRETE OR OTHER DOWN AND EXTEND 6" TO EA SIDE FLUSH WITH THE EDGE, MAKING PLAN 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 DEL. TOP PLATE u5<(= E.N. UBG SEC. 2804 (0). ENOUGH TO FALL A MIN. OF 12 f M GONG. STOOP. SLOPE 1/S EXTERIOR PLASTER OVER BEYOND THE OPENING ON TOP GRADED 60 MINUTE BUILDING AND BOTTOM 50 THAT IT 15 EXTEND PLASTER UNDER - - - - AWAY FROM DOOR �' PAPER AND METAL LATH BEYOND THE HORIZONTAL PIECE 2x 5TUD5 @ 16" O.G. = _ •� .d • ® • : _ .� • • TUCK BUILDING PAPER UNDER L THAT 15 ATTACHED AFTER THE WINDOW (S PLEACED 4 - v . . • ®• ®® • WIND _ - . a • A . - OW FLANGE IN THE OPENING. • • _ _ �MtNf=RAL IMPREGNATED - _ _ •• • - F I $ER EXPANSION 5TRI P FIBER BATT I NSUL. Lis ___� 3RD: INSTALL THE WINDOW PLUMB AND SQUARE SMOOTH PLASTER -- . � BY PRESSING THE NAILING FLANGE r FINISH, TYPIGAL "- - MATERIALS SPECIFIED: P05ITIVELY INTO A CONTINUOUS BEAD OF SHEAR WALL PER PLAN _ � 4 _ - - —`""—°°— 2X STUD WALL 5TH¢ SEALANT WHICH EXTENDS AROUND THE M015TOP FLASHING PAPER AND BOTTOM AND VERTICAL PERIMETER OF -- CONCRETE SLAB PER STRUGT. "SUPER JUMBO TEX" 60 MINUTE PAPER THE WINDOW MANUFACTURED BY 4TH: ATTACH THE 4TH STRIP OF FLASHING FORTIFIBER CORPORATION LAST, OVERLAPPING AND SEALED AGAINST REFER TO DETAIL ('�/DOI FOR ADDITIONAL FLASHING REQUIREMENTS. PORTLAND, OREGON THE FULL HEIGHT OF THE OUTER. FACE OF THE TOP NAILING FLANGE WITH A "BITUTHENE" ICE AND WATER SHIELD CONTINUOUS BEAD OF SEALANT. OUTT%YPICAL R A OK E MANUFACTURED BYo' @ i i i i i Si. ■ i i i i i i i i i i THE TOP PIECE OF FLASHING SUFFICIENTLY 1-1 �2 � —O� �, I _® WiNou"000"W IL.2 W.R. GRACE AND COMPANY LONG SO THAT IT WILL EXTEND PAST THE 14 CAMBRIDGE, MASS. EDGE5 OF BOTH 5TRIP5 OF 51DE FLA5HIN6 UUNV. FR AP1 0 THRES1r110LLj SHEET METAL WHERE SPECIFIED TYP. 5TH: STARTING AT THE BOTTOM OF THE WALL SHALL BE INSTALLED PER 5MAGNA SECURE INDEPENDENT SECTIONS THE WEEP SCREEEDD (WHERE OCCURS) AND RECOMMENDED SPECIFICATIONS LAP THE APPROVED BUILDING PAPER OVER OF VENT Ill TOGETHER AND --- � G`IsP. $D. ( NOTE: PROVIDE 50LID BACKING UP THE WALL IN WEATHERBOARD ANCHOR AND SUPPORT OFFSETS FASHION, TO ADJACENT FRAMING MAINTAINING ' e TO SUPPORT M0I5TOP PAPER. FIRTH5T GOU MIN. 0H/TRLNTERSETALCTS THE REQUIRED CLEARANCES DOOR HEADER- "f/5 EXTERIOR PLASTER O/ eel —YINYL WINDOW FRAME BET STAPLE PERIMETER OF WINDOW OPENING BENEATH THE SILL STRIP SEE 5TRUCT. PAPER BACKED WIRE MESH == FLANGE W/ SEALANT MOISTOP TO FRAMING MEMBERS FLASHING WITH THE SUBSEQUENT GOUR5E5 e� 11, FROM OUTSIDE EDGE TO ABOVE APPLIED OVER THE FLA5HIN6 12" WIDE MOISTOP FLA5HING PREVENT WIND DAMAGE. - -THRESHOLD ANCHOR STRAPS AT UPPER I /a" 5H1 PAPER BEH i ND TRIM AND LOWER THIRDS OF FLOOR 5HT'O SPACE VERTICAL DIMENSION OF WATER HEATER WATER HEATER www1Nmu`0W FLAo`l11NuAo`L NTS INSTALLATION NOTES IST: 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 OPENING, FLUSH WITH THE EDGE, MAKING SURE THAT IT 15 OVER w UJ 13 Ua PER PLANi-LAYER BITUTHENE, LAP SHINGLE z Q CONCRETE SLAB INTERIO STYLE WITH 60 MIN. BLDG. PAPER CASING "I EXTERIOR PLASTER 0/ GRADE 'D' 60 MINUTE BLDG PER FLAN PAPER AND METAL LATH. WOOD TRIM TO MATCH N� (5) 2X FRAMING BI TUTHENE 6.1. FLASHING 0/ STUCCO MOULD INTEGRAL OR APPLIED ® • - -® - WOOD 5TUGG0 MOULD GYP. BD. INTERIOR FINISH - -®" • • ' - ®-- - - •� --' WOOD DOOR FRAME I JU ENTRY DOOR D- < DOOR S EDULER REFER TO DETAIL I a/D01 FOR ADDITIONAL FLA5HING REQU I REMENT5. FOR TYPICAL NOTES SEE DETAIL I AND la ON TH 15 SHEET. FLASHING MUST � LONG ENOUGH TO ANCHORED TO — 'y ■ /JAMts� � � � (� r, � � � 7WINIJUW � � " = � '". ®� � FALL A MIN. OF 12" BEYOND THE OPENING. PLATFORM EXT, 3 ON TOP AND BOTTOM 50 THAT IT 15 THRESHOLD BEYOND THE TOP HORIZONTAL PIECE THAT IS ATTACHED IN STEP 4 AFTER THE DOOR 2± to Q IS PLACED IN THE OPENING. 5/8" TYPE X GYP. BD. 5RD: INSTAL. THE DOOR PLUMB AND SQUARE PLYWOOD PLATFORM INTERIOR WALL FINISH FIBER BATT INSULATION EXTERIOR DOOR BY PRESSING THE NAILING FLANGE ANCHORED TO PER ENERGY NOTES PER SCHEDULE 2ND POSITIVELY INTO A CONTINUOUS BEAD OF STRUCTURE iV OFFSET STUDS AND g0 FRAMED WALL 2ND SEALANT WHICH EXTENDS THE FULL LENGTH THE FLANGET Op THE STUDS. EDGES. NAIL E- Z SILL PLATE AS PER STRUC2X OR 5X TURAL 4TH: OD F _ REQU I RED TO WOOD DOOR FRAME 4TH: ATTACH THE FORTH STRIP OF FLASHING LAST, OVERLAPPIN6 AND SEALED AGAINST A000MODATE SHEAR EXTERIOR CEMENT PLASTER THE FULL HEIGHT OF THE OUTER FACE ELEVA110N 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 SET IN BED OF MA5TI C THE TOP PIECE OF FLASHING SUFFICIENTLY I" MIN. P.T.D.F. SILL PLATE _ D BLDG. PAPER AT ALL LONG 50 THAT IT WILL EXTEND PAST THE PER STRUCTURAL IST EDGES OF BOTH STRIPS OF SIDE FLASHING. STUDS —•-- VERTICAL WALLS, 2 LAYERS W1 ANCHOR BOLTS, AT ALL 50LID 5HEATING 5TH: NAIL FRAME 4" FROM EACH END AND 51ZE AND SPACING 16" D.G. TO STUDS. PER STRUCTURAL - TOP OF SLAB • - 1/4"/FT MAX. FOR 00 I - - LANDING AREA ONLY - ® _ • �• _ . - -:� - 26 MIN. G.I . WEEP SCREED S ' •4 ..-A_ - HOLES AT a" O.C., TYP. LOPE TO DRAIN _ - -A_ AWAY FROM DOOR 5/8" X 3" LAG - "41_ e_ I/2 I 4 NOTE: PROVIDE SOLID BACKING BOLT AT EACH END FOUNDATION PER '' ®.��Q- '�a T ° a-. a "®- - •� a - .-� " :: TO SUPPORT MOISTOP PAPER. STRUGT. ' • - - - • - • - = o a E STAPLE PERIMETER Or- 1/2 _ . a - ivP) NRAL IMPREGNATED 1 '' M015TOP TO FRAMING MEMBERS . _q ° I I/2" WIDE I6 GAGE GALY. - a - " • s - - 4 �• - • c. - •�'BER EXPANSION STRIP I FROM OUT51 DE EDGE TO = - _ - . - PREVENT WIND DAMAGE. METAL STRAP ENGIRGLIN NOTE: SEE 2001 C.R.C. 4 • . 4. � :_. GRADE LINE _ s• _ � THE WATER HEATER AND SECTION 510 FOR ®. - ° r CONCRETE STOOP of SHEET METAL WHERE SPECIFIED TYi'. ANCHORED TO THE WALL ADDITIONAL REcRUIREMENT5 - A. - • - - - - SHALL BE INSTALLED PER 5MAGNA FRAMING AT THE TOP AND . - • ®"� 26 6A. G.I. PAN RECOMMENDED SPECIFICATIONS BOTTOM 1/5 OF THE WATER PLAN NOTE: STRAP SHALL BE SEE 5TRUGT. FOR • • . ONGRETE BLAB PER STRUGT. BY SHEET METAL CONTRACTOR HEATER. KEEP STRAP 4" MINIMUM INSTALLED IN A MANNER SHEAR WALL ®- I NSTALLED PRIOR TO DOOR INSTALLATION. WH I GH W 1 LL NOT DEPRESS ABOVE CONTROLS. ANY REQUIRED ENERGY LOCATIONS. ®°•___ . INSULATION BLANKET. REFER TO DETAIL 20/DO I FOR ADDITIONAL FLASHING REG2U I REMENT5. `PrWATERlow HEATERNTH �.-�.. ■ 5 =, ,-a„ XTm �„ i �_®�� 0L)OU"R FLA S"'OHOIN G'NTH 0 14 DESIGNER: S*M_C�4_15 HUDGINS DESIGN 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 SA ANA, CA, 92705 TEL: 714.754.4111 (W) 212 N. LAUREL ST. R1 198-252-19 TR 540 LOT 119 SET REVISION SUBMITTAL NO. 1 SUBMITTAL NO.2 � 01 _: a 9 MAO� 20 DEC 2004 1 JAN 2005 SCALE: AS NOTED JOB NO: 04053 DATE: 01.01.05 DRAWN BY: S.H. CERTIFICATE OF ('_`OMPLIANCE: RESIDENTI.AL Page It CF-1R Protect Title. • ........ ADDITION TO JAHA1Q-GIR'_1 Date..12/20/04 18:33:25 Project Address ........ 212 N. LAUREL STREET --____________________ SANTLA ANA *V6.0-1* Documentation Author... LAM NGUYEN Building ]Permit # D & N Associates 1227.7 Baia Panorama PlanCheckDate Santa Ana, CA 92705 714-538­3828 j Field Check/ Date Climate Zone...... _ _ ..08 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-JAHANGIR Wth-CTZ08S92 Program -FORM CF-1R User#-MP0820 User-D & N Associates Run -ADDITION TO JAH.-7'INGIRI -------------------------------------------------------------------------------- GENERAIL INFORIMAT ION Conditioned Floor Area..... 6'7 7 s f Building Type .............. S.ingle Fam-ily Detaclied Construction Type ......... Addition Alone Building Front Orientation. Front Facing 913 d,,a-g (E) Number 1! umber of Dweiling 'Units ... I Number of Stories .......... 1 Floor Construction Type.... Slab On Grade % Glazing pec --rentage ...... *-. 1I 3.9 of floor area Average Glazing U - f a c t o r . . . ().6 Btu/n'r-sf-F f5 Average Glazing SH,GC ....... ri . Average Ceiling Height..... 8 ft BUILDING SHELL -LNS1JLATI ON Component Frame Cavity Sheathing Total Assert b] y Type Hype R-value R-va"ue I R-value U-:17actor Loca.'ion/Comments i_ I- L ------------- Wall ------- Wood -------- R-13 -------- R-0 ------- R-13 ------- ------------------------ 0.088 EAST,, SOUTH, WEST NOR "I"H Roof Wcod R-19 R-0 R- 11 9 0.051 A t 2L c SlabEdge None R-0 R-0 F 2 = 0 - 760 To Outs de FENE STRZ"I'l-TION Area U - interior Exterior hang/ Orientation (sf) Factor SHGC Shading ShadJ.ng Fins -------------------- Window Front (E) ----- 16.0 ------ 0.600 ----- 0.650 Standard Woven Nor e Window Left IS% � ? 18.0 0-600 0-650 Standard Woven, None Window 'Rack (W) 20.0 0.600 0.650 Standa--d Woven None Window Right (N) 40.0 0.6D00 0 . 65 5 0 Standard Woven None MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF-lR Project Title .......... ADDIT-I-ON TC JAHANGIR! Date. .12/20/04 18:33:25 Proje.t Address ........ 212 IN. LAUREL STREET SANTA ANA *v6_01* Documentation Author.. - LAM NG1i_'7YEN BuildIng Permit. I D & N Associates 12277 Raja Par-c-rama T5_11a�_'Check / Date I Santa Ana, CA 92705 7") 4-538-3828 _';ield Check/ Date Climate Zone............ 08 --------------------- Compliance Method ...... MICROPAS6 v6.011 for 2001 Standards by JE]nercomp, Inc. MT-L.CROPAS6 v6.01 Fiie-JAHANGIR W1-_h-("_TZ08S92 Progra,IM-FORM MF-IR User#-MP0820 User-D & N Associat-es Run ------------------------------------------------------------------------------- -ADDITION TO Li-rAHANGIR-L Note: Lowrise residential buildings subject to the Standards :rust contain these measures regardless of the compliance approach used. Items marked with an, asterisk may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is inclorporated into the Permit documents, tale features noted shall be considered dered by all parties as minimum component pe-fcy-mance specifications for themandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASUREkS ----------------------------- Design- EntEorce- er ment *150 (a): Minimum F,-1 9 ceil-J..ng instala-i 1'01-L. 150 (b) : Loose fill insulation manuf aCt-urer's labeled R-Value. J94 I - 50 kc) : Minimum R- 1 3 wail insulation in wood framed walls or equivalent U-factor in metal frame walls (does not apply to exterior mass wails). *150 (d) : Minimum R-1 3 raised floor insulation in framed f1 00rs. 150 (1) : Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate 110 'r-7- eatethan 2.0 Perm/inch. 9 118: Insulation specified or installed meets insulation quality ttype and form. standards. Indicate - J.. '116-17: Fenestration Products, Exterior Doors and, Inf i-1 t- ration/ Exfiltration, Controls 1. Doors and windows between conditioned and unconditioned. spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U-factor, certified Solar Heat Ga.,in. Coefficient (SHGC), and Infiltration certification. 3. Exterior doors and windows weathefstr_ipped; all joints and penetrations caulked and sealed. 150(g): Vapor barr"riers mandatory in Cl `mate Zones 14 and `6 1 A. only. 1150(f): Special infiltration barrier installed t-c comply with Sec. 151 meets Cozrmnission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs sonry and factory -built. fireplacees have-: a.'-CJ1_9se,ab1e metal or glass door T CERTIFICATE CIF COMPLIANCE: RESIDENTIAL Page 2 C'F - 1 R P R Date- .12/20104 18:33:25 ject Title........ ADDITION 70 JAHANGI MICROPAS6 v6.01 File-JAHANI'_7 R Wt.4-CTZ08S92 P ocf ram- FORM CF-IR 1IRI User#-MP0820 User-D & N ��s5ociates Run -ADDITION DDIION TO JAHANG -------------------------------------------------------------------------------------- SLAB SURFACES Area Slab Type (Sf) Standard Slab 648 HTIAC, SYSTEMS Re f r igerant Tested ACCA Equipment Minimum Charge and Duc t- Duct Duct Manual Thermostat Tyke Eff-Ji-clency Airflow Location R-value Leakage D T vp 9 Furnace 0.78C AFUE n/a Attic R-4. 2 No No Setback A 12" S P _1 t 10.00 SEER .1\7 0 Attic � t..i. R-4.2 C No No S e.'- b a C k WATER HEATING SYSTEMS Number Tank Ex`-ernal L Energy S I z e In ulation 1� I Tank Type Heater Type Distribution Type Sys -tern Facto- ( , ga') R- v a lu e ------------ ----------- ------------------- ------- --------- ------- ----------- Storage Gas Standard 1 0.58 so R- n/a SPEIC'IAL FEATURESz AND MODELING ASSUMPTIONS ---------------- -------------------------- Items in this sect_',,_�n should be documented on the plans, C installed to manufacturer and (--'EC spec-1- f i cations. and verified during plan check and field inspection. This building incorporates non-standa-rd Fenestration Shading. RE14ARES MAKDATORY MEASURES ICHECKLIST: RESIDENTIAL '0 a q e 13 MF-1R P r 0 i ec t T i "C- _1 e .......... ADDITION TO JAHAIIP-GIRI D a e 1 X':" / 2 0 1` 0 4 18 : 3 3.- 25 MICROPAS6 -,-6.01 Fiie-JAHANGIR Wth-CTZOSS92 Program -FORM Mr.--!R L --------User#-MP0820 UserD & -N -Assoc-ia- utes RunADDITIONr"110 JAHANGIRI ------------------------------------------- b. Otside air intake withdar-, damper and-con-trol---------------------------- C. P'lue damper and cont-r_L cl - 2. .'.'do continuous burning gas Pilots a-11.2-owed. SPACE' CONDITIONING, WATER HEATING AND PLU-MBIN71- SYSTE1.14, MEASURES Design gn- En.f°orce- 110-113: HVAC equipment, water heaters, shotv7erheads and er -t- L faucets certified by the Commission. 150 (h) : Heating and/or cooling loads calculated in accordance With ASHRAEJ? SMACNA or ACCA_ thermcstat L 150(i): Setbackon al] applicable heating and/c2L- coaling systems. 150(i): Pipe and Tank insulation 1- Storage gas 1,rater heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulatior, having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non- reci rcu_lating systerms, J.-nlsu-Lated (R-4 or areater) 3. Back-up tanks for solar system, unfired st-'crage tanks, or other indirect not water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system.. 5. Cooling System pipingbelow 55 degrees insulated. 6. Piping insulated between heatiTng source and indirecthot water -tank. 5C (m) : Ducts and Fans 1. All ducts and plenums instal]-ed, sealed and, in- sulated, to meet the requirements of the 1998 C.MC sectons 0601, 603, and 604, and standard 6-3.- ducts insulated to a min'jJ_Mum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall'i .be sc_,,al-_-,d I with mastic, tape, aerosol seaiant, or other duct-cl-osure system that meets than applicable requirements of -jTJ81 I- T'11181A, or UL'181B. T- J. I tF f mastic 0- tape is used o seal openings greater than 1/4 inch, the coml-dination cf r-Ltastic and eJ er mesh or tape shall be used. Building cavities not ot be used L for conveying conditioned air. Joints and seams of du--t systems and their Ccmponernts shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust far, systems have ba-1-1.1-1-dral-It or automatic dampers. 3 1 - Gravity ventilat-ing systems serving co-ndit-ioned spaCe nave either automatic car readily accessible, manually operated dampers. 114: Pool and Spa HeatIng Systems and Equipament 1. System is certified with 78% thermal ef_g'Ll' off � iciency, on -off switch, weatherproof operating instructions, no electric CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 r-F-,IR Project Title .......... ADDITION TO JAHANGIRI Date. .12/20/104 18:33:25� MICROPAS6 v6.01 File-JAHANGIR Wth-CTZ08S92 Program-.CRM CF-IR 7 T user#-MP0820 user-D & N Associates Run -ADDITION TO JAHANGIR.L. -------------------- ----------------------------------------------------------- 1C 0 M P L.rLAN1_­'E STATEMENT This certificate of compliance lists the building features and performance specif-1cations needed to comply with Title-24, Parts 'I and 6 o.-E the' Cal zfornl a Code of Regulations, and the administrative regulations to implement them. This certJ ficate has been sJ aned by the individual with .J_L J_ overall design responsibility. When. this Certificate of complia:ace is submitted for a single building p"Lan t-o be b-uilt in inult-iple orientations, any shading feature that is varied -is indicated in the Special Features Modeling Assumptions section. DES -IGNER or OWNER DOC"UTMENTATION AUTKOR 7 Name.... SC OTT HUDG_6NS Name.... LAM NGUYEN Company. Comicc-;My. D & N Associates Address. 2_74-2Y Address. 1 2277 Baja Panorama &,j T&Aea <QWigMAwd) Santa Ana, CA. 921105 LJ P h o n e ... 940, '32279// ' P"­.one. . . I I `4-53J8-3828 License. X Lz 0J4 af Signed.. 12-12,JW4 Signed.. f d 6 to Y (date) ENFORIC'EMENT AGrENCY, Name..._ T ' t _1 e ... Agency.. Phone... Signed.. (date) IMANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF-lR Pro--�act Title .......... ADDITION T0J;AHANG_TLRI Date..12/20/04 18:3?:25 MICROPAS6 v6.01 Fil ' e-JAHANGIR Wth-CTZ08S92 Program -FORM MF-IR JAH User#-MP0820 D & Associates -ADDITION 7-0 ANI GR T - - - - - - - - - - - - - - - - - ---- - -User- - - - - - - - - -N - - - - - - - ------ - - - -Run - - - - - - --- - - - - - - - - - - - - - - - - - - - - - resis-Itance heating and no pilot -light. 2. System is installed with: th: a. At least -3.6 inches of pipe between. filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. Pool system has directional inlets and a circulation pump time swilt-ch. 115: Gas -fired central furnaces, pool heaters, spa heaters c-'r household cooking appliances have no continuously nuously burning pilot light (Exception: Non-ell-ectrical cooking appliances with pilot < 150 Btu/hr). L IGHTII',TG MEASURES 150(k)1: Luminaires for general lightingin kitchens shall have lamps with an efficacy of 40 lumens/watt_ or greater for general lighting in kitchens. This general liqhtirig shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. L CL 1:50(k)2.- rooms with a shower or bathtub must have e.-Li-hel- at least one luminaire with lamps with an efficacy 01---40 I lumens/watt or greater SW4 --tched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 1501k12..;.and recessed ceiling fii,,,,tures arei-C (insulation cover) approved. I 11,14KA, &KII 11491 It MAI - I ffel 0 0 1 M L Design- Enforce- er merit mt 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 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. 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 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 • i i. i I i :i 9"MelatMWelt 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" 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. 3.7 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. • • -•- - • M'01 i ! 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 A b , 1 � : - w . - .•.. - - • - - ■ 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. 1. ALL CONCRETE BLOCK SHALLCONFORM TO ASTM C90, GRADE N-1. USE OPEN END BLOCK AS REQUIRED TO ACCOMMODATE VERTICAL REINFORCING. IRTARTZU N_ I Im son R., 0 a . & 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 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 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) 8d 1 1 /28d 1 1 /2 0.1311 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 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 13.30P 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 a0 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. 2x6 16" O.C. 2x8 16" O.C. NAILING SCHEDULE 81-011 10,-0" 12' - 0" 15' - 0" 16'-011 20'-0" CONNECTION NAILING 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......................................................................................... I ........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 2411 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 ................................... 2-10d 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 L ire 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: 212 N. LAUREL ST. ZONE: R1 APN: 198-252-19 LEGAL DESCRIPTION: TR 540 LOT 119 REVISION DATE SUBMITTAL NO. 1 20 DEC 2004 SUBMITTAL NO. 2 1 JAN 2005 SCALE: AS NOTED JOB NO: 04053 DATE: 01.01.05 DRAWN BY: S.H. FOUNDATION NOTF.5 1. FOUNDATION EXGAVATION5 a RE I NFORGEMENT SHALL BE EXAMINED 4 GERTIFIED IN WRITING BY THE PROJECT OEOLOOIGAL ENGINEER PRIOR TO INSPEGTION BY BUILDING OFFIGIAL AND PLACEMENT OF GONGRETE. 2. THERE SHALL BE NO TRENGHES OR EXGAVA- TION5 5'-0" OR MORE IN DEPTH INTO NHIGH A PERSON IS REQUIRED TO DE5GEND. OBTAIN PERMIT FROM GA DIV. OF INDUSTRIAL SAFETY PRIOR TO 155UANGE OF GRADING PERMIT. 5. PLASTER WEEP SGREED5 TO BE MIN. 26 CA CORROSION RE51STANT METAL 14 MIN. 3 112" VERT. ATTAGHMENT FLANGE. SGREEDS TO BE MIN. 4" ABOVE FIN. GRADE OR 2" ABOVE PAVED SURFAGES. LAP WEATHER BARRIER w/ EXT. LATH COVER 4 TERMINATE ON FLANGE. PER U.B.G.5EGTION 2506.5 4. REFER TO ANGHOR BOLT NOTE FOP, BOLT SIZE 5PAGINO 6 SILL THIGKNE55 @ SHEAR WALLS. 5. REFER TO OEOLOOIGAL REPORT FOR VERIFIGATT ON OF GONGRETE SLAB THIGKNESS � FOOTIN6 WIDTH a DEPTH. ro. V4001? MEMBERS IN GONTAGT W GONGRETE SHALL BE PRE55URE TREATED DOUOLA5 F I R ( P.T.D.F.) OR FOUNDATION REDWOOD wl MARK OR BRAND FROM APPROVED AGENCY. PER U.B.G.5EGTION 2317.4 a 2326.6 7. ELEGTRIGAL OUTLET LOCATIONS IN GONGRETE SLABS SHALL BE VERIFIED wl OWNER. b. FOR HOLDOV4NS @ FOOTINGS SEE DETAIL: HOLDOOV4N HARDWARE TO BE 5E6URED IN PLACE PRIOR TO FOUNDATION IN5PEGTION5. ci. STRUGTURAL OBSERVATION PER SEGTION 1702 OF THE GBG SHALL BE PROVIDED WHEN 50 DESIGNATED BY THE ARCHITEGT OR ENGINEER OF REGORD OR, WHEN 5U(,,H OBSERVATION 15 SPEC IFICALL"T' REQUIRED BY THE BUILDING OFFIGIAL. TYPIGAL NON -SHEAR WALL ANCHOR BOLTS SHALL BE 5/8" DIA. N1 2" 50. X 3\16" THK WASHERS @ 45"O.G. ALL ANGHOR BOLT EMBEDMENT TO BE MINIMUM T' INTO FOOTING BEYOND GOLD JOINT. SILL PLATES SHALL HAVE MIN. 2 ANGHOR BOLTS N1 ONE BOLT WITHIN 12" OF EAGH END OF SILL. NUT W WASHER SHALL BE TIGHTENED ON EAGH BOLT TO THE SILL PLATE PER U.B.G. 5EGTION 1506.6 NON -SHEAR WALL INTERIOR FOOTINGS MAY HAVE "RAMSET" 1/4" DIA. SHOT FINS @ 24" O.G., I.G.B.O. NO. 163cl, OR APPROVED EQUAL. SHOT PIN EMBEDMENT TO BE MINIMUM 1 1/2" INTO GONGRETE. ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED. APPROVED PLATE WASHERS REGUIRED FOR ALL HOLD-DOWNS GONNEGTOR BOLTS. HOLD-DOWNS TO BE TIGHTENED JUST PRIOR TO GOVERINO THE WALL FRAMINO. FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE WASHER UNDER EAGH NUT AND THE NUTS SHALL TO BE TIGHTENED JUST PRIOR TO GOVERINO THE WALL FRAMING. ANGHOR BOLT SPAGINO AT SHEAR NALL5 SHEAR ANGHOR BOLT51ZE a 5PAGIN6 NALL# W MIN. 2x PTDF SILL 518" DIA. ANGHOR BOLTS @ 54" O.G. F 0 U N ["J'A T 100"' No ALE: /4" V-011 P L Alm'No SC1 5/5" DIA. ANGHOR BOLTS @ 56" O.G. 10 518" DIA. ANGHOR BOLTS @ 24" O.G. SHEAR ANGHOR BOLT 151ZE � SPAGIN6 NALL# wl MIN. 5x PTDF SILL II 5/&" DIA. ANGHOR E30LT5 @ 16" O.G. 12 3/4" DIA. ANCHOR BOLT5 @ 24" O.G. 13 5/4" DIA. ANGHOR BOLTS @ 24" O.G. PAD SCHEDULE 14 5/4" DIA. ANGHOR BOLTS @ 16" O.G. TYPE AREA DEPTH REFORCING (�:D FOOTING SCHEDULE TYPE SIZE REFORCING F-1 1211 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 OGGUR ON BOTH SIDES OF A WALL ANGHOR BOLT SPAGIN6 SHALL BE HALF THAT SPEGIFIED IN TH15 5GHEDULE. FOR EXIST. FTC. USE "SIMPSON" EPDXY ET N1 MIN. 69" EMBEDMENT W INSPECTION, FOR 51ZE AND SPACING OF BOLTS SEE ANGHOR BOLT NOTE ABOVE. I. ALL STUDS SHALL BE 5PAGED @ 16" O.G. 2. ALL STUDS AND TOP PLATES AND ANGHOR SILL'5 AT WALL #'S 14 WITH SHEAR 350 P.L.F. 4 GREATER SHALL BE 3X OR WIDER AT PANEL JOINTS AND SILL AT FTO.'S. 3. ALL NAILS FOR PLYWD SHALL BE COMMON NAILS U.N.O. 4. ALL NAILS SHALL BE STAGGERED WHERE NAILS SPAC,ED 2 INCHES O.G. 5. ALL LAG BOLTS SHALL HAVE 1.5"MIN. EMBEDMENT INTO 5UPPORTINO MEMBERS. (q. ALL 20d NAIL HOLES SHALL BE PREDRILLED. 7. ALL PLATE WASHERS FOR SILL ANGHOR BOLTS SHALL BE MIN. 2" 50. X 5116" TH< AND USED ON EAGH BOLT. b. FOR ANGHOR BOLT LENGTH, REFER TO FOUNDATION DETAILS. ALL ANGHOR BOLTS SHALL HAVE -Y MIN. EMBEDMENT FROM FIRST POUR. WRITTEN DIMENSIONS SHAD BE VERIFIED ON THE JOB SITE. DISCREPANCIES SHALE BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. 2 5D° ADDITION i EXISTING L=8'-10" L=6'-0" L=15'-6" frypJ -------------- (----- 10 4X6 HDR. 1® 4X6 HDR. M w �..." I =° I tom, I I !`rrPa i x I I ® I =1 P o l N L�M x i 3 Q �co ON cm I = I I aMYPJ I ®� i N I `t <-,----------------------------------- 1 E. E. a I 4X4 HDR 4X4 HDR. 4X4 HDR.: 4X4 HDR. ------ --_ _ ---- --------_---------------- __------------------ ,��+R 2X8 RIDGE ,�,+� ,F.p' VJ x � <'�� -• I I I 4X4 HDR. .. 1 4X4 HDR......................... I 1O �' I EXISTING FRAMING: w I I o WALLS: 2X4 �o �r F ) CrrPJ N L-----._.V_...------F'LOO .2Xfs------------- � CEILING JOISTS: 2X6 l O I ry � �' ROOF: 2X6 nypj I I i o �" w 11 zy I 8 3 . ' ............................................................................................................... ........... 4X6 HDR. 4X6 HDR. 6X4 HDR. 4X6-HDR . E. ----- 0 -------_— — — — — — — — — --------------------------------- 0--------------------------------------------- -� L=18'-6" 2 L=6'-3" 5D1 1ST FLR. FRAMING PLAN SCALE 1l4"=1'-0" I. ♦ is i � • r li • •�SIR • :. •0 5TI ••- • - j.. ROOF SHTG. TO BE 1/2" EXTERIOR GRADE PLYWOOD (32/I6) w/ 8d @ 6" O.G. BOUNDARIES $ PANEL EDGES, � bd @ 12" O.G. IN FIELD. U.N.Q. ROOF DIAPHRAGM NAILING TO BE I N5PEGTED BEFORE GOVERI NC . FAGE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. THE UNINGORPORATED AREA OF THE COUNTY 15 GONSIDERED TO BE A "SPECIAL WIND REGION." ALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFAGTURER'S INSTRUCTIONS. ALL FASTENERS TO RES15T WIND LOAD OF NOT LE55 THAN bO MPH O.G. BLDG. ORD. #35661 SEE DETAIL: 15/D-12 ROOFING MANUFAGTURER TO PROVIDE SAMPLES OF COLORS AT JOB SITE FOR OWNER AND D.G.A. APPROVAL PRIOR TO ORDERING OF MATERIALS. PROVIDE G.I. METAL FLASHING AT ALL ROOF � WALL INTERSEGTION5. PROVIDE 6.1. METAL FLASHING AT ALL VALLEYS. SEE GENERAL NOTES SPEG I F I GATI ONS FOR ADDITIONAL FRAMING MATERIALS NOTES. ALL RIDGE HEIGHTS ARE TO TOP OF FINISH ROOFING MATERIALS. HATCHING INDICATES "CALIF." ROOF FRAMING. SHADED AREAS INDIGATE INTERIOR BEARING WALLS, BEAMS OR FULL HT. SHEAR WALLS BELOW. PROVIDE 2x6 KIGKER5 FROM BEARING POINTS & WALLS BELOW TO HIPS, VALLEYS 6 RID5E5 @ 45 DEG. ANGLE MIN. A771C., V N7 N07F. SEE SHEET A-4.1 FOR ATTIG VENT NOTES '.w . f r. STUDS .' O.C. • I, STUDSO.C.• • STUDS2>06 • �,HT.: 141-011 • ♦ B V HALLS STUDSO.Co.• STUDSi O.C. i STUDS 0 16" O.C.♦ •' UTILITY C-RADE STUDSNOT BE SPACED MORE THAN 16" 0.0., OR SUPPORT MORE THAN ONE ROOF r • - EXCEED • IN HE16HT FOR EXTERIOR AND LOAD BEARIN& KALLS, OP. 10'-0" IN HEICvHT FOR • • . _ SHEAR PAWL PER SCHEDULE EN61NEER5 SHEAR HALL # PER5�L STRIJG'TURAL CALCULATIONS L 1 �-- -PANEL LEN6TH A ---MOMENT FRAME SHEAR PANEL QED SHEAR PANEL LOCATION BEM ON ' SCHEDULE BEAM # - EN&INEERS BEAM/JOIST LINE BEARIN6 POINT FROM ABOVE ON BEAM JOISTIRAFTER SPAN, TYPE AND SIZE PER SCHEDULE CANTILEVERED JOISTS STUDSO.C. INTERIOR w CONTINUED P05T FROM ABOVE A BUILDIN& SECTION REFERENCE LETTER BUILDIN& SECTIONNUMBER I. USE "SIMPSON" HANGERS OR APPROVED EQUAL AT JOISTS HANGING FROM BEAMS, AND AT ALL BEAM TO BEAM GONNEGTION5 PER PLAN. 2. BEAMS AND HEADERS LARGER THAN 4x I O TO BE SUPPORTED AT EAGH END WITH A 4x P05T OR LARGER. BEAMS AND HEADERS 4XIO 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 OTHERWISE ON PLANS @ GOMPO5ITE TRUSS FLOOR FRAMING. PROVIDE "TJI" BLOGKINC BELOW WALLS PERPENDICULAR TO JOISTS. 4. PROVIDE DOUBLE JOISTS BELOW NON -BEARING, AND TRIPLE JOISTS BELOW BEARING WALLS EXCEPT AS NOTED OTHERWISE ON PLANS @ 2x STANDARD FLOOR FRAMING. BOND 2x'S WITH 2-I6d R.S. NAILS @ 24" O.G. ALTERNATE SIDES. SOLID BLOGK BELOW WALLS PERPEN- DIGULAR TO JOISTS. 5. F I REBLOGK ALL DROPPED AND 5OFF I TED CEILINGS, TYP I GAL . b. PROVIDE RAFTER TIES @ 45" O.C. IN LOWER 1/3 OF ATTIC 5PAGE WHERE CEILING ..FOISTS ARE NOT PARALLEL TO ROOF RAFTERS. -7. ALL FRAMING HARDWARE TO BE "SIMPSON STRONG TIE ING." OR APPROVED EQUAL. 8. WHERE DBL. TOP PLATES ARE BROKEN OR INTERRUPTED PROVIDE MIN. I/8" THK.x 1-1/2" WIDE METAL TIE STRAPS. LAP ALL TOP PLATE SPLICES MIN. 4'-O" Q. ALL UN5PEGIFIED HEADERS TO BE MIN. 4x4. 10. ALL POSTS 4x4 AND LARGER TO HAVE "SIMP50N" A-35 EACH SIDE OF POST TO TOP AND BOTTOM PLATES U.N.O. ON PLANS. 11. ALL PLUMBING WALLS TO BE MIN. 2x6 5TUD5. 12. GLUED -LAMINATED BEAMS SHALL BE MARKED ANSI/AITC STANDARD AlaO.l. 13. PROVIDE FIELD I N5PEGTOR WITH APPROVED "GERTIFICATION OF INSPEGTION" FOR ALL GLUED -LAMINATED BEAMS. 14. ALL UPPER FLOOR SHEAR PANELS AND BEARING WALLS TO EXTEND TO ROOF FRAMING MEMBERS. 15. WHERE SHEAR WALLS ARE CONTINUOUS AGRO55 OTHER WALLS, POPOUTS OR FURRING, APPLY SHEAR PANEL PRIOR TO OTHER FRAMING TO PRESERVE SHEAR WALL GONTINUITY. ib. STRUCTURAL OBSERVATION PER SECTION 1-702 OF THE GBG SHALL BE PROVIDED WHEN SO DESIGNATED BY THE ARGHITECT OR ENGINEER OF RECORD OR, WHEN 5UGH OBSERVATION IS SPEGIFIGALLY REQUIRED BY THE BUILDING OFFICIAL. 1-7. LA6 BOLTS: PROVIDE LEAD HOLE 40% - -70 OF THREADED SHANK DIA. AND FULL DIA. FOR SMOOTH SHANK PORTION. 5HEAR FANEL 5r--,HEDULE WALL* PLYWOOD 4 NAILING PER ALLONABL.E SILL NAILING U.S.G. TABLE 23-1-K-1 SHEAR 1/0" STUC40 0/ PAPER BACKED STAPLES 0 • - 1&0 PLF Ibd PLATES, EDSe OF SHEAR WALL AND ON r iSTRLICIT.PLYIND. D I r. 4 12"O.C.I I'SILL 5/6"STRZT. 11 PLYWP. 20d .ire•.. 4 12"O.C. FIELD BOLTS • ► 20dR arSIES 4 12"O.C. FIELD :. ♦ O.C. - ♦. O.C. LF PLYWD.- •, O.C. LF I ,rES 4 12"O.C. FIELD BOLTS AT r © INDICATES •' INCIA)VE17 IN STR14T. DESIGN O. SHEAR PANELS 11, 12,13 4 14 PROVIDE TO WIDTH RATIO FOR SHEAR WALLS 19 2:1 UNBLOCKED • -:•- WHERE PAWLS ARE APPLIED 130TH FACES OF A WALL it NAIL SPACING LESS THAN 68 O.C. JOINTSPANEL :; OFFSET TO FALL ON DIFFERENT MEMBERS OR - BE MIN. 5x W NAILS ON EACH SIDE STA66ERED. SILL NAILINS SHALL BE RALF THAT Er IN THIS SCHEDULE r STAOSERED W/ MIN Sx SILL PL. STWS SHALL BE ar O.C. (3). ALL RAILS SHALL BE STA66ERED N14151RE NAILS (2). ALL NAILS FOR MY11000 SHALL 13E COMMON NAILS I.M. FIELD NAILS TO 13E 10d O.C. ♦ EMBEDMENT SUPPORTINO HOOD MEMBERS. ♦. NAIL HOLESPREDRILLED. Fil TOP OF BEAM @ TOP OF JOISTS 2 TOP OF BEAM @ BOTTOM OF J015T5 151 TOP OF 2x NAILER @ TOP OF JOISTS 4 TOP OF 2x NAILER @ BOTTOM OF JOISTS F5] BOTTOM OF BEAM @ BOTTOM OF CLC . JOISTS F—e)] BOTTOM OF BEAM @ TOP OF PLATES F-71 TOP OF BEAM @ TOP OF PLATES TOP OF BEAM @ BOTTOM OF BEAM # ]]I 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: 212 N. LAUREL T. ZONE: R1 APN: 198-252-19 LEGAL DESCRIPTION: TR 540 LOT 119 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 20 DEC 2004 SUBMITTAL NO.2 1 JAN 2005 SCALE: AS NOTED JOB NO: 04053 DATE: 01.01.05 DRAWN BY: S.H. E.N. E.N. PLYND ROOF 5HT6 "SIMPSON" RAFTERS PER PLAN A35 PER (5) 16d WIDTH MAX BORE 60% OF WIDTH E.N. "5IMP50N" A35 SCHEDULE E.N. BEAM PER PLAN W/ 2x4 - (2 1/8" DIA. HOLE) PEP, SGHEDULE APPROVED JOIST 2x RAFTERS HANGERS PER PLAN 5/8" MIN. 2x6 - (3 3/16" DIA. HOLE) DBL. TOP PLATE SIMPSON EDGE DIST. SHEAR WALL PER PLAN A35 @ 24' O.C. 01 71 2x STUDS ® 16" O.C. CEILING JOISTS PER PLAN @ EN. 8d @ 16" O.C. 6" O.C. 2x STUDS ® lb" O.G. + "SIMPSON" A55 5PACIN6 ® + 2x SOLID SHEAR WALL PER PLAN TOP PLATE, U.N.O. ON PLANS + + BLOCKING 0 E.N. 2x BLOCKIN6 SHEAR PANEL PANEL E.N.WALL # ONE SIDE TWO SIDES "SIMPSON" A35 NONE 32" O.G. 2x JOISTS PER5GHEDULE ci 20" O.G. 10.5" O.G. 10 14" O.G. -1.0" O.G. PER PLAN SIMPSON A35 MAX NOTCH 40% OF WIDTH GEILINOJO15T5 115.5" O.G. @ 48" O.C. L 71= ___1 PER PLAN 12 8>11 O.G. 4.5" O.C. 2x4 - (1 3/8" DEEP NOTCH) E.N.. 15 -7" O.G. 2x6 - (2 1/8" DEEP NOTCH) TOP PLATE 14 b., O.G. 2x STUDS @ lb " O.G. SHEAR WALL PER PLAN uj uj A; on 10 1 t: L 1= t I "K m %aomml" ING JST. ""AVOmm DE 'A' IL N.T.5. 14 "m OEAR *mmRANSF mm& IN 2 INT. NON —BEARING WALLS wl* POST PER < PLAN SIMPSON 8d AT 6" U) u 2x SOLID BLOCKING (EXCEPT WHERE ENDS OF JOISTS A34 EA. END O.C. j C13 ARE NAILED TO A HEADER AND/OR RIM JOIST OR TO SEE PLAN AN ADJOINING STUD OR BY OTHER APPROVED MEANS). o EG. Ea. z _---"5IMP5ON"ST22 ® 52" O.G. 2X BLCK`G 1 0 '0 0 0 d PLYWOOD ROOF 5HT6. 0 221 z c\I /iT0 0 DEPTH (D) 2X4 FULL HIGH V 0; tj I 000l� J-11T NO BREAK@ z .......... ................. T CLG LEVEL co cq co .i� RAFTERS PER PLAN RIDGE BOARD PER PLAN 'ID z :5 FIREBLOCK CL CONCRETE PIER NOTCHES NOT PERMITTED w WITHIN MIDDLE 1/3 SPAN NOTCHES WITHIN 1/2 BUT BORED HOLES ARE BORED HOLES ALSO BARS EACH SPAN EACH END PERMITTED PERMITTED WAY PER FDl 4— PER PLAN PLAN PROJECT INFORMATION PROPERTYOWNER: PAYAM JAHANIGIRI 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 � TEL: 714.7,54.4111 OM NOTCHING/130RI&NAG (1#9.0 A Simpsa 'N'"D W/ -Ii 17 N.T.5RIDGE RAF R I II-oil 7 BARGE DETAIL FLR. JOISTS S B BOLT I 16d @ 8" O.C. PROJECT ADDRESS: 212 N. LAUREL ST. 2x4 STUDS @ 16' O.C. 16d @ 8' O.C. ZONE: RI MAX BORE 40% OF WIDTH PLYWOOD & B.N. A35 @ 16" O.C. WHEN APNI: 198-252-19 WIDTH- 2x4 - (1 3/8" DIA. HOLE) RAFTERS PEP, PLAN WHERE OCCURS NO SHEAR OCCURS PLYWOOD WHERE A3&s @ 16" O.C. LEGAL DESCRIPTION: TR 540 LOT 119 PLYND ROOF5HTG ol 2x6 BLOCK % 3/4" CDX T&G PLYWOOD O.C. OCCURS kk 2x6 - (2 1/811 DIA. HOLE) E.N. SHEATHING W/ 10d @ 6" 3/4" CDX T&G PLYWOOD SUBMITTAL SET AT EDGES AND 10" O.C. IN 2x6 BLOCK SHEATHING W/ 10d @ 6" O.C. 5/8" MIN. A35 PER B.N.j. FIELD - P. 1. 32/16, GLUO. AT GP EI.32/61 AND OINEDGE DIST. 5GHEDULE 2x6 P.T. SILL FIELD GLUE. REVISION DATE WITH 5/8" DIA. X 10" MAX BORE 60% OF WIDTH E.N. ANC. BOLTS @ 72" x6 F.J. 006" O.C. 2x6 P.T. D. F. SILL WITH 5/8" SUBMITTAL NO. 1 20 DEC 2004 DBL. TOP PLATE O.C. WITHIN 12" OF Q�m 2x6 @16"O.C. SUBMITTAL NO. 2 1 JAN 2005 ON DBL. STUDS. NO MORE NFN CRIPPLE NALL ENDS B. N. 4x6 GIRDER DIA. X 10" ANC. BOLTS @ 72' THAN 2 PER DBL. STUD 2x STUDS @ 16" O.G. PT. DF. O.C. WITHIN 12"ENDSR-19 BAIT. 2x4 - (2 1/8" DIA. HOLE) SHEAR WALL PER PLAN Fo­--oj B.N. INSUL. 2x6 - (3 3/16" DIA. HOLE) 66T EA. SIDE n MAX.___j, 4X4 POST ;0 NEN CRIPPLE NALL MINA 2 LL 2x 5TUD5 @ lb" O.G. PT. DF. PLAN A35 EA. SIDE SHEAR NALL PER to MAX NOTCH 25% OF WIDTH "SIMPSON' X35SPAOIN6 @ CONTINUOUS TO RAFTER ____6 4 2x4 (7/8" DEEP NOTCH) TOP PLATE, U.N.O. ON PLANS SHEAR PANEL PANEL SILL 7*777 -1, I'll I'll S 1 \2 :2 D.F.iA - X TE.N. @ 1 2 OF /4 /1111m*r A AL 2x6 (1 3/8" DEEP NOTCH) WALL # ONE BIDE TWO 51DES E.N. 2x6 MUD SILL co NONE 32" O.G. NEW ABOVE N. GEILINO J015TS — W/ 3/16" X 3 1/2n #4 BARS TRUCTURAL cl 20" O.G. 10.5" O.G. E.N. PER PLAN #4 BARS POWER DRIVEN 04 j DETAILS DBL. TOP PLATE PIN W/ 16 GA. I STUD LEFT SHALL BE SOUND 11 111, O.C. 5.5" O.G. Z13 10 14" O.G. -7.0" O.G. EXISTING BELOW I 12 e�ll O.G. 4.5" O.G. EX15TINO 5TUD5 ® I/0"' O.G. WASHER N WOOD, & HAVE NO KNOTS 13QPopov" SHEAR NALL PER PLAN 211 BREAKS, SPLITS, EXCESSIVE 1211 CONCRETE NOTE: WHEN EXISTING FTG ANCHOR BOLT TO BE PLACED WITH "SIMPSON" ET22 3/8" SLOPE OF GRAIN, ETC. I PIER DIA. SPACED TO MATCH SCH. ON FDN. PLAN w/ MIN. 9.5!EMBEDMENT INTO EXISTING SCALE: AS NOTED JOB NO: 04053 8" SQ. FDN. INSTALL PER MANUF. SPECS. 1.75" MIN. EDGE DISTANCE TO A. BOLT DATE: 01.01.05 DRAWN BY: S.H. ... ........ . .. . ....... ............. .... ......... . . .. ............... ..... . ........ ­­ .............. ............. ..... . ... . ............ .. . . . . . . . . .... 0 t . ......... ............. .... ........... .................... . . . . . . . . . . . . .............. ..... - ........... ............... ...... . ............ . .......... . ..... ........... ........... A SmmORY F"'ImG. NO i CH'ING/130ROHNU (,cu Fm E R Elk A'Tm N�T.5. SHEAR TRANO""' 12 GIRDER END 8 . . . . . . . . . . . . . 20 . . . . . . . ... . . . . .... .. ... .......... . . . . . ......... .. EXTN$ & BotEmARING WALLS . . .. .. . . . . . . . . . . . . ..... ... ................. 1- ST2115 0 48" O.C. INMUM c a LIEU OF 2X4 TIES 2 B.N. 3- 2X-RIDGE BOARD 4- PI_YW'D ROOF SHEATHING PER PLAN 5- ROOF RAFTERS PER PLAN 6- 2X4 TIES 0 48" O.C. 7- 3- 16d TYP. o _1 8- CJ / TIE PER PLAN W/ 4- 16d " TO RAFTER RIDGE0 CO 'N •~i Q� ..r /wit-l'-0It @ d � •_ �t •� �! C6 t- a"ii h Lil i..