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ABBREVIATIONS & 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 LIGHTWEIGHT 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 G.I. CAST IRON OG ON CENTER G.J. CONSTRUCTION JOINT O.D. OUTSIDE DIAMETER CLG CEILING O.F. OUTSIDE FACE GLR CLEAR OY.C.I. OWNER FURNISHED t GMU CONCRETE MASONRY UNIT CONTRACTOR INSTALLED COL COLUMN OFF. OFFICE COLL COLLECTOR OPNG OPENING CONIC CONCRETE OPP OPPOSITE CONN CONNECTION CONSTR CONSTRUCTION PCF POUNDS PER CUBIC FOOT CONT CONTINUOUS PC, PCS PIECE, PIECES C.T. CERAMIC TILE PL. PLATE CTR CENTER PLAS. PLASTER CTSK COUNTERSINK PLWD PLYWOOD PR, PAIR d PENNY (NAIL SIZE) PRCST. PRECAST D2L NELSON WELDED REBAR P.T.D.F. PRESSURE -TREATED DECOR. DECORATIVE DOUGFIR DBL DOUBLE PTN. PARTITIOONN DEMO DEMOLITION DET DETAIL Q.T. QUARRY TILE D.F. DOUGLAS FIR DIAG DIAGONAL R. RISER DIA DIAMETER RAD RADIUS DIM DIMENSION REF REFERENCE DK, DKG DECK, DECKING REINF REINFORCING DN DOWN REQ'D REQUIRED DS DOWNSPOUT RET RETAINING DWG DRAWING REV REVISE, REVISION RM. ROOM EA EACH R.O. ROUGH OPENING EL ELEVATION RWD. REDWOOD ELEC ELECTRICAL R.W.L. RiN WATER LEADER ELEVR ELEVATOR EMBED EMBEDMENT S.C. SOLID CORE E.N. EDGE NAIL S.C.D. SEE CIVIL DRAWINGS EA. EDGE OF SCHED SCHEDULE E.P.S. EXPANDED POLYSTYRENE SECT SECTION EQ EQUAL S.E.D. SEE ELECTRICAL DR A GS EQ SIR EQUAL SPACES SHT SHEET E.S. EACH SIDE SHTG SHEATHING EXH EXHAUST SIM SIMILAR EXIST. EXISTING S.M.D. SEE MECHANICAL DRA NGS EXP EXPANSION SOG SLAB ON GRADE EXT EXTERIOR SPECS SPECIFICATIONS SQ SQUARE F.A.U. FORCED AIR UNIT SS STAINLESS STEEL F.D. FLOOR DRAIN S.S.D. SEE STRUGTURAL D INGS F.H.C. FIRE HOSE CABINET STAG STAGGER, STAGGERE FDN FOUNDATION STD STANDARD F.F. FINISHED FLOOR STL STOR. STEEL 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.Q.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 GALV GALVANIZED T.O.F. TOP OF FOOTING (GRADE BEAM) GC GENERAL CONTRACTOR T.O.FR. TOP OF FRMING GL, GLASST.O.M.TOP T.O.L. TOP OF LEDGER OF MASONRY GLB GLBERM 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 LION UNLESS OTHERWISE NOTED FA 0 A CENTER OF ALLEY 100, r f -v •tom -i -- -11 "-0" '-011- - 38'-5" 7'-2" a EXISTING 6'-0" CHAIN LINK FENCE EXISTING RESIDENCE (852 SQ.FT.) DEMO EXi " REMAINING (236 SQ.F .) j RESIDENCE j 616 SQ.FT. r (r 1 � 3 1' EXISTING - PORCH r (62 SQ.FT.) U r J 3 a. Z r ' x CV Ll! UJI U W 4 CC U© Ir 1 r 1 r r r r r r r r C �t 4 : 12 4 : 12 4 : 12 4 : 12 r r f ROOF MATERIAL. TO BE: ASPHALT COMPOSITION SHINGLES, CLASS "A" RATED PER U.B.C. SECTION 302 (d) AND CITY OF SANTA ANA .� IREMENTS (25 YEAR COMP). r PERM - TYP - DG ELE �'*' PI r �ff WiFDIE �a t° ��=G r PERMI a" r 0cc' 0:' t u- CONSTR. ` 'P -- ' cot)E. Ax Lu C} ZUJ =C4ry�C3 (J j; Lu N Lu a ' r r r r r r i r t r j r r r 1 _ Yin NO ESWEN IAL L,V', EEC " ' S r _ O , .SCHOOL. UISTI� I" t2 N HDR HEADER URM UNREINFORCED MASONRY I - HDWD HARDWOOD r1 ��i HGR HANGER VERT,(V) VERTICAL r ,py ft ,�� r'� r C_ HGT. HEIGHT VEST VESTIBULE r i 1 H.M. HOLLOW METAL V.G.D.F. VERTICAL GRAIN 1 HORIZ,{H} HORIZONTAL IN FIR EXISTING 5'-0" BLK. WALL HT HEIGHT VIF VERIFYRIFY IN FIELD -- -- -- -- -- -- -- __ __ -_ -_ I.D. INSIDE DIAMETER Wt WITH LF. INSIDE FACE W.C. WATER CLOSET INCAND. INCANDESCENT WD WOOD INSUL INSULATION WDW. WINDOW NORTH iNT INTERIOR W/o WITHOUT W/P WATERPROOFING i00''O" W.M. WATER HEATERWT �+/p SCT. WEIGHTOT KAN SITE SCALE: 1 /8" 1 "-0n CODES: WITH CBC 2001. WALLSIFLOORS CONTAINING DRAIN, WASTE AND VENT PIPES, GAS 11. ATTIC ACCESS OF 22"X30" (MIN.) WITH 30" OF HEAD ROOM ABOVE OPENING. 30"X30" IF 10. SOLID WOODEN HATCHWAYS LESS THAN 1-3/4 INCHES THICK SHALL BE COVERED ON 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 CALIFORNIA BUILDING, AND/OR ELECTRICAL PIPING CONDUIT SHALL COMPLY WITH CBC 2001. FAU IS INSTALLED IN THE ATTIC AND SHALL BE READILY ACCESSIBLE. THE INSIDE WITH 16 GAUGE SHEET METAL ATTACHED WITH SCREWS AT 61NCH ON PLUMBING, MECHANICAL, AND ELECTRICAL CODES, AND LOCAL ORDINANCES. 10. TWO (2) LAYERS OF GRADE "D" PAPER 9FELT) OVER PLYWOOD SHEAR WALLS. 12. ATTIC VENTILATION, EQUAL TO 1/150 OF SPACE VENTILATED, SHALL BE PROVIDED OR CENTERS AROUND THE PERIMETER AND SHALL BE SECURED FROM THE INSIDE WITH A AS REQUIRED FOR FORCED AIR UNIT. SLIDE BAR, SLIDE BOLTS, AND/OR PADLOCK WITH A HARDENED STEEL SHACKLE. ALL GENERAL: BUILDING: 13. PROVIDE A MIN. OF TWO 3/4" HOSE BIBS, ONEREADILY ACCESSIBLE TO THE FRONT OTHER OPENINGS LARGER THAN 96 SQUARE INCHES WITH A DIMENSIN iN EXCESS OF 8" 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING 1. ALL DOORS AND SWINGING WINDOWS SHALL BE WEATHER STRIPPED. AND ONE READILY ACCESSIBLE TO THE BACK, PROVIDE ANTI -SYPHON DEVICE. SHALL BE SSECURED BY METAL BARS, SCREENS, OR GRILLS. (EXCEPTION: UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. 2. ALL METAL WINDOWS AND SLIDING GLASS DOORS SHALL BE IN COMPLIANCE WITH 14. DETAILS OF STAIRWAY MUST COMPLY WITH CBC 2001. NON-OPENABLE SKYLIGHTS). THE CONTRACTOR SHALL BEAR ALL EXPENSE OR REPAIR OR REPLACEMENT IN ANSI STANDARDS A1341 OR A1342. 15. DETAILS OF GUARDRAILS AT FLOOR AND ROOF OPENINGS, BALCONIES, OR PORCHES CONJUNCTION WITH THE EXECUTION OF THIS WORK. 3. ALL GLAZING INSTALLATION SHALL COMPLY WITH TITLE 24 OF ENERGY CONSERVATION MORE THAN 30" ABOVE GRADE, AND OCCUPIED ROOFS SHALL COMPLY WITH CBC 2001. 2. ALL MATERIALS AND FIXTURES ARE TO HAVE APPROVAL FROM AN APPROVED TESTING REQUIREMENTS. 16. AL RECEPTACLES ABOVE COUNTER IN BATHROOMS, KITCHEN, AND GARAGE TO BE MECHANICAL: AGENCY. 4. EXIT DOORS & ESSCAPE WINDOWS MUST BE OPERABLE FROM INSIDE WITHOUT SPECIAL PROTECTED BY GFI'S. EXTERIOR RECEPTACLES W/ WATERPROOF COVER. KNOWLEDGE OR USE OF TOOLS. ATTIC FURNACES AND COOLING EQUIPMENT SHALL COMPLY WiTH THE FOLLOWING: FOUNDATIONS: 5. ROOFING MATERIALS TO BE CLASS "C" MINIMUM, ROOF PITCH IS 1/4" PER FOOT. INSULATION: 1. ULTIMATE CONCRETE STRENGTH TO BE 2500 P.S.I. AFTER 28 DAYS. 1. CONTRACTOR SHALL POST THE INSULATION CERTIFICATE (CF-6R) FORM AND - HAVE AN ELECTRICAL OUTLET AND A LIGHT FIXTURE (CONTROLLED BY A SWITCH AT THE 2. PROVIDE 5/8" DIAMETER FOUNDATION BOLTS IMBEDDED 7" IN CONCRETE AND SPACED LIGHT AND VENTILATION: INSULATION CERTIFICATE (1C-1) FORM IN A CONSPICUOUS SPACE OR KEPT WITH PLANS ACCESS POINT) AT THE FURNACE. 6-0" ON CENTER (MAXIMUM) AND WITHIN 12" OF A CORNER, W/ 2"X2"X3/16" WASHERS. 1. ROOMS USED FOR LIVING, SLEEPNG, EATING OR COOKING SHALL BE PROVIDED WITH AND MADE AVAILABLE TO THE INSPECTOR. - PROVIDE A 125 V 15- OR 20-AMP RECEPTACLE OUTLET FOR SERVICE. 3. A CORROSION RESISTED WEEP SCREED AT FOUNDATION PLATE LINE WHICH WILL NATURAL LIGHT EQUAL TO ONE TENTH OF THE FLOOR AREA WITH A MiN. OF 10 SQ.FT. M ALLOW TRAPPED TO DRAIN TO THE EXTERIOR OF THE BUILDING. MINIMUM 4" HEIGHT 2. ROOMS USED FOR LIVING, SLEEPNG, EATING OR COOKING SHALL BE PROVIDED WITH SECURITY NOTES: ABOVE GRADE AND 2" ABOVE CONC. SURFACE. NATURAL VENTILATION EQUAL TO ONE TWENTIETH OF THE FLOOR AREA WITH A MIN. OF 1. SLIDING GLASS DOORS AND WINDOWS LESS THAN 16 FT ABOVE ANY SURFACE 4. DRAINAGE PIPING IN THE GROUND SHALL BE LAiDON A FIRM BED FOR IT'S ENTIRE 15 SQ.FT. AVAILABLE FOR USE BY THE PUBLIC SHALL BE CAPABLE OF BEING LOCKED SECURELY. r:. LENGTH AND BACKFILLED IN THIN LAYERS TO 12 ABOVE TOP OF PIPE WITH CLEAN EARTH, 3. BATHROOMS, LAUNDRY AND SIMILAR ROOMS SHALL HAVE NATURAL VENTILATION NOT MOVABLE PANELS SHALL NOT BE EASILY REMOVED FROM THE FRAME. .. FREE FROM STONES AND BOULDERS. LESS THAN 1/20 OF THE FLOOR AREA OR 1.5 SQ.FT. OR PROVIDE MECHANICAL 2. ALL MAIN OR FRONT ENTRY DOORS TO DWELLINGS SHALL BE ARRANGED SO THAT THE VENTILATION WITH A MIN. OF 5 AIR CHANGES PER HOUR. DISCHARG POINT SHALL BE 3OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE WITHOUT OPENING THE LUMBER AND FRAMING: FROM NEAREST OPENING. DOOR. A DOOR VIEWER, A VIEWPQRT, WINDOW OR OTHER OPENING MAY PROVIDE SUCH 1. USE DOUGLAS FIR CONSTRUCTION GRADE #1 FOR 6Xd AND LARGER, D.F. GRADE #2 4. BEDROOMS MUST HAVE AT LEAST ONE OPERABLE WINDOW OR DOOOR APPROVED FOR ViEW. FOR ALL 4Xd AND SMALLER. EMERGENCY ESCAPE OR RESCUE WHICH SHALL OPEN DIRECTLY TO AN OPEN YARD. THE 3. EXTERIOR WOODEN DOORS SHALL BE SOLID CORE CONSTRUCTION OR SHALL BE 2. ALL LUMBER iN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE MIN. NET CLEAR AREA OF THE WINDOW SHALL HAVE 5.7 SQ.FT. WITH A MIN. WIDTH OF 20" COVERED ON THE INSIDE FACE WITH 16 GAUGE SHEET METAL ATTACHED WITH SCREWS] TREATED OR WOOD RESISTANT TO DECAY. AND A MIN. HEIGHT OF 24". THE MAX. SILL HEIGHT IS 44" ABOVE FINISHED FLOOR. AT 6 INCH ON CENTER AROUND THE PERIMETERS. 3. RAFTER TIES 4'-0" O.C. ARE REQUIRED IMMEDIATELY ABOVE CEILING JOISTSWHEN 5. EVERY DWELLING ROOM SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF 4. ALL SWINGING DOORS SHALL BE EQUIPPED WITH A DEADBOLT WITH A MIN. THROW OF wm.'sm RAFTERS DO NOT PARALLEL CEILING JOISTS. MAINTAINING A ROOM TEMPERATURE OF 70 DEGREES AT ANY POINT T ABOVE THE ONE INCH AND EMBEDMENT OF NOT LESS THAN 5/8". 4. PLYWOOD EDGES AT SUBFLOOR SHALL HAVE TONGUE AND GROOVE OR SOLID FLOOR. 5. THE INACTIVE LEAF OF A PAIR OF DOORS $ THE UPPER LEAF OF A DUTCH DOOR SHALL BLOCKING AT EDGES. 6. A DOOR IS NOT PERMITTED FROM THE GARAGE TO ANY BEDROOM. BE EQUIPPED WITH A DEADBOLT. 5. WALLS CONTAINING 3" OR 4" DRAIN, WASTE AND VENT PIPING SHALL BE SIZED TO 7. EXTERIOR DOORS REQUIRE AN EXTERIOR LIGHT FIXTURE AND A LANDING. 6. NON -REMOVABLE PINS SHALL BE USED IN PIN TYPE HINGES THAT ARE ACCESSIBLEF,xi n: ALLOW CUTTING, NOTCHING AND BORING (2X6 MiN.) 8. WHEN APPLYING STUCCO OVER PLYWOOD, THE MOISTURE BARRIER SHALL CONSIST FROM THE OUTSIDE WHEN THE DOOR IS CLOSED. 6. BRACING OF WALLS SHALL CONFORM WITH CBC 2001. OF TWO LAYERS OF GRADE "D" PAPER, MINIMUM. 7. UNFRAMED GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN 1/2" 7. PLYWOOD ROOF PANELS SHALL BE BONDED WITH INTERMEDiATE OR EXTERIOR GLUE, 9. SMOKE DETECTORS SHALL BE INSTALLED 1N AREAS GIVING ACCESS TO SLEEPING THICK. AND WHERE EXPOSED TO WEATHER, SHALL BE EXTERIOR GRADE. ROOMS ON OR NEAR THE CEILING, iN EACH SLEEPING ROOM, IN EACH STORY OF A 8. NARROW FRAMED GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN 3� 8. NO STRUCTURAL MEMBER SHALL BE SERIOUSLY OR WEAKENED OR IMPAIRED BY MULTIPLE STORY DWELLING AND WHERE CEILING HEIGHT EXCEEDS THE HALLWAY 1/4" THICK. > cx CUTTING OR NOTCHING. HEIGHT BY 24." HARDWIRED/BATTERY BACKUP/AUDIBLE ALARM. 9. ANY GLASS THAT IS LOCATED WITHIN 40" OF THE LOCKING DEVICE ON A DOOR SHALL i 9. CUTTING, NOTCHING OR BORING OF FRAMING MEMBERS SHALL BE IN ACCORDANCE 10. HABITABLE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-6". ALL BE FULLY TEMPERED OR HAVE APPROVED METAL BARS, SCREENS OR DOORS. OTHER ROOMS SHALL HAVE A MIN. CEILING HEIGHT OF T-0" BUILDING DEPARTMENT NOTES SCOPE OF WORK: DEMO AND RE -BUILD 236 SQ.FT. AND ADD 372 SQ.FT. OF 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 1224 SF R - UNLIMITED U-1 229 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 I FOUNDATION PLAN S-1.2 FRAMING PLAN SD01 STRUCTURAL DETAILS M01 T-24 CALLS & FORMS PLANNING DEPARTMENT NOTES ALL ROOF LINES, ROOF MATERIALAND WINDOWS TO iL. LEGAL DESCRIPTION: TRACT 407 LOT 19 ADDITION TO THE TOWN OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN CITY RECORDS. PROPERTY ADDRESS: 211 S. RAiTT ST, SANTA ANA, CA, 92703 OWNER: PMR, INC. 2109 S. WRIGHT, #F SANTA ANA, CA, 92705 TEL: 714.754.4111. APPLICANT: CHRIS MILLER, PACIFIC MAINTENANCE & REPAIRS TEL: 714.754.4111 SITE STATISTICS PRESENT ZONING R1 EXISTING LIVING AREA 852 SF DEMO EXISTING AREA - 236 SF REBUILD EXISTING AREA 236 SF PROPOSED LIVING AREA 372 SF TOTAL LIVING AREA 1224 SF EXISTING GARAGE 229 SF TOTAL STRUCTURE AREA 1453 SF LOT SIZE SQ.FT. 9000 SF LOT COVERAGE 16.1 REAR YARD AREA FRONT HARDSCAPE AREA N A FRONT LANDSCAPE AREA N A 29 I y ... W,UDGlNS DESIGN 27626 PASEO SONATA SAN JUAN CAPiSTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 R ECE lvED JUN 2 2 200 Lit' of Santa Ana, pen 4m .; 2109 S. WRIGHT, #F SANTA ANA, CA, 92705 TEL: 714.754.411 PROJECT ADDRESS: 211 S. RAITTST.�� ZONE: R1 APN: 007-264-11 LEGAL DESCRIPTION: TR 407 LOT 19 SUBMITTAL SET R� REVISION DATE SUBMITTAL NO. 1 20 JUN 2005 SUBMITTAL NO.2 4 SCALE: AS NOTED JOB NO: 0501 DATE: 06.15.05 DRAWN BY: 1401 WINDOW SCHEDULE Q MARK TYPE SIZE FINISH MATERIAL NOTES TEMP. WIDTH HEIGHT 101 A 3'-O" 2'-6" PAINT VYL. SLIDER; see T-24 for u & schg values Y. 102 A 2'-0" 3'-0" PAINT VYL. SLIDER; see T-24 for u & schg values N 103 A 3'-0" 4'-0" PAINT VYL. SLIDER/OBS; see T-24 for u & schg values N 04 A 5'-0" 4'-0" PAINT VYL. SLIDER; see T-24 for u & schg values N 05 A 1 5'-0" 4'-0" PAINT =VYL. SLIDER; see T-24 for u & schg values N \ ym FIRE RATING LABEL MATCH (E) MATCH (E) ENTRY / DEAD BOLT * PROVIDE MIN. 1-3/8" SOLID -CORE DOOR, OR A 20-MINUTE FIRE RATED TIGHT FITTING, SELF -CLOSING DOOR BETWEEN GARAGE AND DWELLING UNIT. DEAD BOLT. WALL LEGEND NEW WALL EXISTING WALL -- E. 2646 SH.- - - - - - - - - -E. 2030 SH.- - - - - - - - - -E. 3046 SH. - I w I � I 1 1 � 1 cn jE. BEDROOM 1 E. BEDROOM 2 I 1 I I I � � uj ui - N---------� I- --------_ -- _ g - -1- - ------ E `ci I I E3 I -y- I 9 �-'' -- .r� .r N. -- I 4 X 3'-6" R.O. I E. FAMILY RM. I "' --------� x I FL. � I I 8 uj i N. KI CHEN I WALL HEATER E. 2626 -------- ----- A A31 4¢ ----- I-- _I I ST FLOOR PLAN SCALE: 1/4" = l'-O" 1. MEANS OF EGRESS MUST BE CONTINUOUS, UNINTERUPTED AND TERMINATE IN A PUBLIC WAY OR EXIT COURT LEADING TO A PUBLIC WAY. 2. REQUIRED EXIT DOORWAYS SHALL BE NOT LESS THAN 36" IN WIDTH AND NOT LESS THAN 6-8" IN HEIGHT. UBC 1003.3.1.3a. 3. WIDTH OF HALLWAYS INSIDE DWELLING UNITS SHALL BE 36" MINIMUM WIDTH, UBC 1004.3.3.2. 4. MAXIMUM 8" RISE AND MINIMUM 9" RUN. 6-8" VERTICAL HEADROOM MINIMUM, 5. MINIMUM CLEAR WIDTH OF 36" 6. HANDRAILS TO BE 34" TO 38" HIGH. 7. THE HAND GRIP PORTION OF THE HANDRAIL SHALL BE GREATER THAN 1 1/4" AND LESS THAN 2" IN CROSS SECTIONAL DIMENSION. 8. MAXIMUM CLEARANCE BETWEEN BALUSTERS TO BE LESS THAN 4" 9. HANDRAIL END SHALL HAVE ROUNDED TERMINATION OR BENDS. 10. GUARDRAILS TO RESIST 20#IFT, HORIZONTAL LOAD AT TOP OF RAIL. UBC TABLE 16-B. MAXIMUM CLEAR OPENING LESS THAN 4" 11. GLASS GUARDRAILS REQUIRE A TOP RAIL PER UBC 2406.6 12. EXTERIOR STAIRS AND EXIT BALCONIES SHALL NOT PROJECT INTO AREAS WHERE PROTECTION OF OPENINGS IS REQUIRED PER UBC 1006.2.1 13. PROVIDE 518" TYPE "X" DRYWALL ON WALLS AND CEILING OF ENCLOSED USABLE SPACE UNDER STAIRWAYS PER UBC 1006.3.3.9 1. WINDOWS ADJACENT TO TUBS, SHOWERS AND TUB/SHOWERS, @ 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. 10. PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS FOR ALL NEW BEDROOM RECEPTACLES. 11. TOILETS TO BE MAXIMUM OF 1.6 GALLONS PER FLUSH. 12• PROVIDE FLUORESCENT GENERAL LIGHTING IN BATHROOMS AND KITCHENS. SWITCH TO BE THE FIRST NEAR THE DOOR. 13. LENGTH OF DRYER LINT VENT NOT TO EXCEED 14'-0" PER UMC 504.3.2. MAXIMUM 2 ELBOWS. 14. USE SHATTER -RESISTANT MATERIALS FOR SHOWER ENCLOSURE AND WINDOWS IF SILL IS LESS THAN 6-0" ABOVE TUB OR SHOWER FLOOR. 15, BATHROOM RECEPTACLES SHALL BE GFCI AND SHALL BE ON A SEPARATE CIRCUIT. 1 pk 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. FLOOR PLAN NOTES NOTE: THIS KEY NOTE LIST FOR SHEETS A-2.1 & A-2.2 ONLY. KITCHEN SINK WI GARBAGE DISPOSAL, W/ AIR GAP FOR DISHWASHER - PROVIDE UNDERSINK WATER PURIFICATION UNIT. a 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. MICROWAVE - PROVIDE SEPERATE ELECTRICAL CIRCUIT. (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS.) F COOK TOP W HOOD AND OVEN BELOW (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS.) TRASH COMPACTOR. 0 DOUBLE OVEN. CUSTOM CABINETS - GC TO PROVIDE SHOP DRAWINGS. F91 CUSTOM LINEN CABINET - GC TO PROVIDE SHOP DRAWINGS. 10 ART NICHE 11 SOFFIT ABOVE 12 HEADER ABOVE 13 LINE OF DROPPED CEILING 14 PRE-MANF. SPA TUB W/ MARBLE TILE SURROUND. CONTROL VALVES TO PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPC SEC. 410T 15 PRE-MANF. 72"X30" SHOWER/TUB 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 18 TO CEILING. CONTROL VALVES TO PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPC SEC. 4107. 19 SHOWER SEAT. 20 MEDICINE CABINET. 21 PAINT GRADE WOOD SHELVING. 22 UTILITY SINK. 23 WASHING MACHINE SPACE - PROVIDE RECESSED BOX FOR WATER AND WASTE CONNECTIONS. 024. DRYER SPACE - PROVIDE VENT TO OUTSIDE PER UMC SEC.1903 W/ 14' LENGTH & 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 Wl (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. [281 2X6 PLUMBING WALL 29 WALL HEATER. SEE T24 CALCULATIONS. OCCUPANCY SEPARATION PER U.B.C. SEC. 302.4 BETWEEN GARAGE (U-1) AND 30 LIVING (R-3) WALLS - 5/8" TYPE 'X" GYP. BORD ON GARAGE SIDE OF WALLS ADJACENT LIVING AREAS FULL HEIGHT TO ROOF DIAPHRAM OR WALLS, CEILINGS AND HEADERS. PREFABRICATED 42" METEAL FIREPLACE (MAJESTIC MODEL NO. BR/BC42) W1 F311 TEMPERED GLASS DOORS, (U.L. #MH6018 VOL. 211CBO NER 404). HEARTH EXTENSIONS TO CONFORM TO THE CONDITIONS OF LISTINGS AND THE MANF. INSTALLATION INSTRUCTIONS PER UBC 3102.5.2 - SEE DETAIL XIX. - DECK W/ STONE FLOORING ON SETTING BED OVER DEXOTEX WATERPROOF 32 MEMBRANE - SLOPE 2% TO DRAIN. 33 DECK DRAIN. ® 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. 38 5/8" TYPE "X'" GYP. BOARD AT WALLS AND CEILING AT ENCLOSED USABLE SPACE UNDER STAIRS. 39, 12" WOOD STAIR TREAD 40 ISOKERN MASONRY FIREPLACE WITH METAL FLUE - SEE TYP. DETAIL FP-01. 41. 14"X6" GARAGE EXHAUST VENT SCREEN'D AND LOUVER'D 6" ABOVE GARAGE F.F. 4-2 CONC. PAD AND STAIR PER CITY STANDARDS. 43 FIREPLACE FLUE FROM BELOW. ELEC. METER - PROVIDE ACCESS DOOR TO MATCH TRIM. 45 VEGETBLE SINK W/ GARBAGE DISPOSAL 46 BAR SINK 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.G. 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. 50 10" DIA. TUBE SKYLIGHT. Iff HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 PROPERTY OWNER PMR, INC. 2109 S. WRIGHT, #F SANTA ANA, CA, 92705 TEL: 714.754.4111 PROJECT ADDRESS: 211 S. RAITT ST. ZONE: R1 APN: 007-264-11< LEGAL DESCRIPTION: TR 407 LOT 19 SUBMITTAL SETg �*,. REVISION DATE' SUBMITTAL NO. 1 20 JUN 2005 SUBMITTAL NO.2 FIRST FLOOR PLAN SCALE: AS NOTED JOB NO: 05016 DATE: 06.15.05 DRAWN BY: S.H. mi DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA I SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 PROJECT INFORMATION PROPERTY OWNER. PIVIR, INC. 2109 S. WRIGHT, #F SANTA ANA, CA, 92705 TEL: 714.754-4111 PROJECT ADDRESS: 211 S. RATT ST. ZONE: Rl APN: 007-264-11 LEGAL DESCRIPTION: TR 407 LOT 19 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 20 JUN 2005 SUBMITTAL NO. 2 1 ELEVATIONS SCALE: AS NOTED JOB NO: 050161 DATE: 06.15.05 DRAWN BY: S.H. �4k t �vifl ■ G 15132" CDX PLWD. OR OSB SHT'G. P_1. 32/16 NAIL 8d @ 6" EDGE & 12" FIELD NOTE: THIS KEY NOTE LIST FOR SHEETS A-4.1 ONLY. 0 ROOF RAFTERS OR TRUSSES PER STRUCTURAL DRAWINGS. 0 SHEATHING PER STRUCTURAL DRAWINGS. 0 RIDGE BEAM PER STRUCTURAL DRAWINGS. 0 2X CEILING JOISTS PER STRUCTURAL DRAWINGS. 55. 2X FLOOR JOISTS PER STRUCTURAL DRAWINGS. 0 2X4 STUDS AT 16' O/C. 2X6 STUDS AT 16' O/C. Fil DBL. 2X TOP PLATES. U 2X P.T.D.F. SILL PLATE 10. 2X SILL PLATE 11. PROVIDE R13 BATT INSULATION AT EXTERIOR WALLS. 12. PROVIDE R30 BATT INSULATION AT CEILING. 13. PROVIDE R19 BATT INSULATION UNDER GARAGE. 14. 3/4" PLYWOOD NAIL 10d @ 6' EDGE & 10" FIELD, GLUE. 15. 1/2" DRYWALL (TYP.) 16. 2X BLOCKING 17. FLUSH BEAM WITH APPROVED HANGERS. 18. DROPPED BEAM WITH GYP BOARD OVER. 19. CONTINUOUS 4X12 BEAM 20. CONCRETE SLAB GENERAL NOTE 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). •! !' !!'i ! ! ! !jyj I jyj!! L l l Wil 3. ALL VENTS SHALL BE INSTALLED SO AS TO MAKE THEM WATER -PROOF ANS WALL MOUNTED LOUVERS SHALL BE SEALED AN FLASHED WITH "MOISTOP" IN THE SAME MANNER PRESCRIBED FOR WINDOW INSTALLATIONS. 4. PROVIDE APPROVED INSULATION DAMS (BAFFLES) WHERE VENT BLOCKS ARE USED BETWEEN ROOF FRAMING MEMBERS TO PREVENT VENT HOLESBLOCKED BY 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 1224 ---- UNIT : SQ. FT. ) B CALCULATE REQ'D NET 588 ---- FREE VENTING AREA: ( UNIT : SQ. IN. ) PROVIDE NET FREE VENTING AREA GABLE VENTS (12X12) 1 = 90 SQ. IN, M 0 GABLE VENTS (12X18) 133 x 3 ---- 1 = 133 SQ. IN. = 399 DORMER VENTS 135 x 2 ---- 1 = 135 SQ. IN. = 270 TOTAL PROVIDED 669 SO. IN. 0 0 ........... ............. . . , - , - "" . .. ...... ----- . . . . . . . .... ................... . .... .. MIN. CLA95WCOMP05ITION . . . ........ ..... . ...... . . . . . . . . . . . ... . ...... .............. . . ..... . .. ......... . ........ . --- . .... ... 50 ... . ............ . ........... ..... .. .. ... ........ ASPHALT SHINGLES INSTALL 1/5" EXTERIOR PLASTER 0/ .......... . ............. . .... . . .......... FIBER BATT INSULATION .... ....... PER MANUF. REQ. MIN. PAPER BACKED AIRE MESH ......... . . . . . . . . . . . . . . . . . .... 2X RAFTERS REFER 50 L5. ROOF FELT TO STRUCT. PLANS C71flp, 5D. . . . ..... ... . . . . . . . . . . . . . . . . . . . . . . . . . . 1/6' THK. 3 COAT PLASTER 2X STUD WALL . ...... . . . . . . . . . .... FIBER BATT INSULATION FINISH 0/ PAPER BACKED h d . . . . . . . . . . . . . . . . .......... MTL. LATH. EXTEND UNDER, 121, MOISTOP 1/5" EXTERIOR CEMENT + FLASHIN& PAPER Gyp. .. .......... . .. ...... � ..... ... PLASTER 0/ PAPER BACKED ............... IX 50 ID SHEATHING @ BOARD AIRE LATH 0/ MOISTOF ............... .... . ........ .................... OVERHANC7,1/2" PYAD FLASHING WOOD TRIM To MATCH . . . . . . . . . . .. . ... . . . . , @ FIELD COMPOSITION 5HINC7LE STARTER STRIP —(2) 2X TRIMMER STUDS DESIGNER: 24 SA. 6ALV. MTL. RAIN GUTTER AT JAMB CONDITION, FACTORY PRIMED AND PAINTED, 4X HEADER AT HEAD CONDITION WOOD TRIM To MATCH HUDGINS DESIGN SUPPORT TO OCCUR @ 56" O.G PER STRUCTURAL 27626 PASEO SONATA 11 . SAN JUAN CAPISTRANO, CA 92675 kli I-= I TEL: 949.322.7922 z FAX: 949.488.8940 26 &A. O Z LL DRIP 4X HEADER AT HEAD 5AL\/. MTL. < 2X CEILING FLASHING CONDITION, (2) 2X TRIMMERS JOISTS AHE AT .JAMB CONDITION PER OCCURS WOOD TRIM TO MATCH EXISTING, 5LIDINC7 &LA55 w I STRUCTURAL PA6.5 INSUL. PER SEAL 4 STAIN. DOOR FRAME INSTALL PER ENERGY REPORT MF&R-S. 5FEC,5. VINYL. WINDOW FRAME 2X RE5AlNN FASCIA, w INSTALL PER MF&RS. SPECS INT. FINISH— 5EE PLAN FOR DIM SEAL 4 5TAIN. REFER TO DETAIL 1941DOI FOR ADDITIONAL FLASHING REQUIREMENTS. REFER TO DETAIL 101/001 FOR ADDITIONAL FLASHING REQUIREMENTS. NTS TYPICAL EAVE @ SL. GLS. DOOR 511=11-all 511=11-oll 17 A A 9 5 WINDOW rHEAD/JAMB 1 CONY. FRAMING HEAD/JAMB PLYWOOD 5HTC7. of MIN. CLA55 A COMP. \/IN,,(L WINDOW 2x RAFTFR5 @ 16" ASPHALT 5HIN(5LE5 FRAME SET FLANGE O.C. PER PLAN INSTALL PER MANUF. REG. SLIDIN& A/SEALANT INSTALLATION NOTES: 0/ 30 LB. ROOF FELT DOOR FRAME INSTALL PER RS. SPECS. Z u- 1ST: ATTACH 12" MOISTOP FLASHING Mf=c-7 4TH FLUSH ALONG THE BOTTOM OF THE OPENING. THE LENGTH OF THE "SIMPSON" A35 @ 16" O.G. Ci FLASHING MUST BE LONG ENOUGH TO FALL A MIN. OF 12" BEYOND THE OPENING ON BOTH SIDES 50 THAT IT 15 BEYOND THE TWO SLIDING 6LAS5 DOOR SILL VERTICALS THAT ARE ATTACHED PROVIDE BITUMINOUS 2NP IN STEP 2. COATIN6 ON SILL FOR 2NDi 2ND; ATTACH FLASHING ALONG THE SEPARATION OF ALUM. t M015TOP FLASHING PAPER STAPLED TO ROUGH SILL, LAP -Tr (o 5RDVERTICAL SIDES Or THE OPENING CONCRETE OR OTHER DOWN AND EXTEND 6" TO EA SIDE FLUSH WITH THE EDGE, MAKING SURE THAT ITS OVER THE BOTTOM 1If&\f1LAN FOR DIM APPROVED MEASURE TO GYP. HORIZONTAL 5MP. LENGTH OF ';K .1 ISOLATE AND PROTECT PER BOARD WOOD TRIM TO MATCH THE FLASHING MUST BE LONG ,I - E.N. UBC SEC. 2804 (C). ENOUGH TO FALL A MIN. OF 12" 05L. TOP PLATE N . . 7/5" EXTERIOR PLASTER OVER S. f— BEYOND THE OPENING ON TOP GONG. STOOP. SLOPE GRADE V60 MINUTE BUILDING AND BOTTOM 50 THAT IT 15 EXTEND PLASTER UNDER AWAY FROM DOOR PAPER AND METAL LATH BEYOND THE HORIZONTAL PIECE 2x STUDS a 16" O.C,. .4 ;1 TUCK BUILDING PAPER UNDER T44AT 15 ATTACHED IN STEP 4 , 1. 4 WINDOW FLANGE AFTER THE WINDOW 15 PLACED 4< � IN THE OPENING. UJ CD MNERAL IMPREGNATED 5RD: INSTALL THE WINDOW PLUMB AND 5GUARZ- SMOOTH PLASTER FIBER EXPANSION STRIP FIBER BATT IN5UL, IS BY PRESSING THE NAILING FLANGE ■ FINISH, TYPICAL POSITIVELY INTO A CONTINUOUS MAD OF SHEAR HALL PER PLAN a `� MATERIALS SPECIFIED: BOTTOM AND VERTICAL PERIMETER OF CONCRETE SLAB PER STRUCT. MOISTOP FLASHING PAPER AND SEALANT WHICH EXTENDS AROUND THE 2X STUD WALL "SUPER JUMBO TEX" 60 MINUTE PAPER THE WINDOW uj MANUFACTURED BY 4TH; ATTACH THE 4TH STRIP OF FLASHING FORTIFIBER CORPORATION LAST, OVERLAPPING AND SEALED AGAINST REFER TO DETAIL laflVol FOR ADDITIONAL FLASHING REQUIREMENTS. PORTLAND, ORE60N THE FULL HEIGHT OF THE OUTER FAGS OF THE TOP NAILING FLANGE WITH A "51TUTHENE" ICE AND WATER SHIELD CONTINUOUS MAD OF SEALANT. OUT Z MANUFACTURED BY THE TOP PIECE! OF FLASHING SUFFICIENTLY TYPICAL BARGE @ =1 -oil SL. GL3'. OOR 11 I -oil 0% 11=11-011 VNI.R. GRACE AND COMPANY LONG 50 THAT IT WILL EXTEND PAST THE 14 CONY. 1-1/2 WINDOW SILL 2 w CAMBRIDGE, MASS. EDGES OF BOTH STRIPS OF SIDE FLASHING FRAMING 10 THRESHOUD) SHEET METAL WHERE SPECIFIED TYP. 5TH: 5TARTIN6 AT THE BOTTOM OF THE WALL to SHALL BE INSTALLED PER SMACNA LAP THE APPROVED BUILDING PAPER OVER SECURE INDEPENDFISITSECTION5 RECOMMENDED SPECIFICATIONS THE AEFf SCREED {WHERE OCCURS) AND OF VENT PIPE TOGETHER AND &YR BD, NOTE: PROVIDE 50LID BACKING UP THE WALL IN AEATHER50ARD FASHION, ANCHOR AND SUFPORT OFFSETS 0� z —1/6" EXTERIOR PLA57ER 0/ TO SUPPORT M015TOP PAPER. WITH A 2" MIN. OVERLAP, INSTALL THE TO ADJACENT FRAMING MAINTAINING POOR HEADER- VINYL WINDOW FRAME SET STAPLE PERIMETER OF FIRST COURSE THAT INTER5ECT5 THE REQUIRED CLEARANCES, I PAPER BACKED WIRE MESH FLANGE VV5EALANT U) MOISTOP TO FRAMING MEMBERS WINDOW OPENING BENEATH THE SILL STRIP SEE 5TRUCT. 'o ^ Ill FROM OUTSIDE EDGE TO FLASHING WITH THE SUBSEQUENT COURSES v PREVENT WIND DAMAGE. ABOVE APPLIED OVER THE FLASHING /""THRf=5HOLo 1/2" 5HI 12" AIDE M015TOP FLA5HINI57 PAPER BEHIND TRIM ANCHOR STRAPS AT UPPER ;:LuL;q1 AND LOWER THIRDS OF FLOOR 5HV& SPACE I A T� VERTICAL DIMENSION OF WATER HEATER w1ffw INDOXA1 FLASHING NTS 19 ww WATER HEATER INSTALLATION NOTES 1ST: INSTALL 6.1. PAN ALONG THE BOTTOM OF THE OPENING IF THE INSTALLATION 4TH 19 OVER WOOD FLOOR. SEE PAN DIAGRAM FOR DIMENSIONS. 2NI7. ATTACH 12" M015TOP ALONG THE VERT- ICAL SIDES OF THE OPENING, FLUSH WITH THE EDGE, MAKING SURE THAT IT 15 OVER THE # t=1 A&Jfkf�_ I t=kf--� -� -A < N Qj lu 13 PER PLAN t-- I —LAYER BITUTHENE, LAP SHINGLE < INTERIO CASING ST*f'Lr— WITH 60 MIN. BLDG. PAPER Ve)" :EXTERIOR PLASTER 0/ z < CONCRETE SLAB PER PLAN WOOD TRIM TO MATCH GRADE V'60 MINUTE 5LDC7 PAPER AND METAL LATH. z (5) 2X FRAMING vi E31TUTHENE 6.1. FLASHING 0/ STUCCO MOULD' INTEGRAL OR APPLIED AOOI;� STUCCO MOULD Gyp. 50. INTERIOR FINISH WOOD DOOR FRAME Z ju ii ry ENTRY DOOR PER DOOR SCHEDULE PROJECT INFORMATION v REFER TO DETAIL 1rVD01 FOR ADDITIONAL FLASHING REQUIREMENTS. FOR TYPICAL NOTES BEE DETAIL I AND lei ON THI55HEET. PROPERTY OWNER. PIVIR, INC. 2109 S. WRIGHT, #F CAKMAA CA 92745 9Z 1: f%- L nni: 1h -Q1A11h FLASHING MUST BE LONG ENOUGH TO 11 I -all I-oll FALL A MIN. OF 12" BEYOND THE OPENING. PLATFORM m"R HEAD/JAMB 7 WINDOW JAMB POST TEL: 714.754.4111 ON TOP AND BOTTOM 50 THAT IT IS THRESHOLD 11 EXT. Li 3 BEYOND THE TOP HORIZONTAL PIECE THAT z 15 ATTACHED IN STEP 4 AFTER THE DOOR Z 13 PROJECT ADDRESS: 211 S. RAITT ST. 5Rv 15 PLACED IN THE OPENING. ZONE: RI PLYWOOD PLATFORM 5/61, TYPE X Gyp. 5D.— APN: 007-264-11 5RDt INSTALL THE! DOOR PLUMB AND SWARE << INTERIOR WALL FINISH FIBER BATT INSULATION EXTERIOR POOR BY PRESSING THE NAILING FLANGE ANCHORED TO LEGAL DESCRIPTION: TR 407 LOT 19 2ND POSITIVELY INTO A CONTINUOUS BEAD OF STRUCTURE PER ENERGY' NOTES PER SCHEDULE 2ND SEALANT WHICH EXTENDS THE FULL LENGTHS. BEAM PER PLAN OFFSET STUDS AND OF THE VERTICAL OPENING EDGENAIL 2X OR 5X WOOD FRAMED WALL THE FLANGE TO THE STUDS, SILL PLATE AS PER STRUCTURAL Z SUBMITTAL SET 4TH- ATTACH THE FOURTH STRIP OF FLASHING REQUIRED TO WOOD DOOR FRAME LAST, OVERLAPPING AND SEALED AGAINST ACCOMOVATE SHEAR EXTERIOR CEMENT PLASTER REVISION DATE THE FULL HEIGHT OF THE OUTER FACE OF THE TOP NAILING FLANGE WITH A ELEVA110N PANEL. OVER METAL LATH OVER ALUMINUM THRESHOLD CONTINUOUS BEAD OF SEALANT. CUT NON-METALLIC SPACER MINIMUM I LAYER OF GRADE SUBMITTAL NO. 1 20 JUN 2005 THE TOP PIECE OF FLASHING SUFFICIENTLY I" MIN. RTD.F. SILL PLATE D BLDG. PAPER AT ALL SET IN BED OF MASTIC SUBMITTAL NO. 2 LONG 90 THAT IT WILL EXTEND PAST THE PER STRUCTURAL IST EDGES OF BOTH STRIPS OF SIDE FLASHING. STUDS A/ ANCHOR BOLTS, VERTICAL KALLS, 2 LAYERSSTH. NAIL FRAME 4" FROM EACH ENO AND 51ZF AND SPACING AT ALL SOLID 5HEATINC7 1161, O.G. TO STUDS. PER STRUCTURAL OTOP OF SLAB 1/4"/FT MAX. FOR 4 -A ONLY v_ V-05 26 MIN. G.I.WEEP SCREED LANDING ARE y14" W K/ HOLES AT 41" O.C., T,(P. SLOPE TO DRAIN 5/8" X 5" LAG AWAY PER PLAN AWAY FROM DOOR 4 NOTE: PROVIDE SOLID BACKING BOLT AT EACH END PER 4-' FOUNDATION 44 4 4TO SUPPORT M015TOP PAPER. "SIMPSON" A55 ANCHOR STAPLE PERIMETER OF STRUCT. 1 MOISTOF To FRAMING qINERAL IMPREGNATED Ill FROM OUTS PE EDP- TOMEMBERS 1 1/2" AIDE 16 GAGE 6AL r15ER EXPANSION STRIP PREVENT WIND DAMAGE. NOTE. SEE 2001 C.R.C. 4 LINE 4- 14. GRADE METAL STRAP ENCIRCLI DOUBLE J015T 4 SECTION 510 FOR 4 ANCHORED TO THE WALL ADVITIONAL REGUIREMENT5 SHALL BE INSTALLED PER 5MACNA L26 6A. 6.1. PAN RECOMMENDED SPECIFICATIONS FRAMING AT THE TOP AND PLAN NOTE: STRAP SHALL BE DETAILS I THE WATER HEATER AND PER PLAN CONCRETE STOOP SHEET METAL WHERE SPECIFIED Tlrf;,. B"r SHEET METAL CONTRACTOR BOTTOM 1/5 OF THE WATER INSTALLED IN A MANNER SEE STRUCT. FOR a CONCRETE SLAB PER STRUCT. INSTALLED PRIOR To DOOR INSTALLATION. HEATER. KEEP STRAP 4" MINIMUM WHICH WILL N07 DEPRESS JOI5T5 PER PLAN SHEAR WALL 4 ABOVE CONTROLS. ANY REQUIRED ENERGY LOCATIONS. SCALE: AS NOTED JOB NO: 05016 INSULATION BLANKET. REFER TO DETAIL 20/1:)Ol FOR ADDITIONAL FLASHING REQUIREMENTS. DATE: 06.15.05 DRAM BY: S.H. ... ... . . ............ www AR HEATER I ... . .. . . .. . . . . .. . ..... . ...... DOOR FLASHING N75 NTS N.T.5. EXT. DOOR THRESH . . . . . . . ... IL A 20 16 ROUGH OPEN I NG 12 EXT. PLASTER Su"R " E E D 8 4 SEISMIC TIES . . ..... ... . .... . . . . . . . . . . . . . . . . . . . .... ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . .... ................................ . . . . . . . . . . . . . . . . . ..................... . . . . . . . . . . . . .... ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . �........ . . . . . . . . . . . . . . . . . . . . . . . . .... •TuRTEr*_TjrllT*T4urk9. _W 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 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. 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. NER 481 2. MINIMUM DESIGN PROPERTIES AS FOLLOWS: E = 2.0 E6 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:. E=1.8E6PSI F(b) = 2,600 PSI F(v) = 285 PSI GLUE LAMINATED BEAMS 1, ALL GLUED -LAMINATED BEAMS SHALL BE INDUSTRIAL APPEARANCE WITH EXT10R GLUE UNLESS OTHERWISE NOTED. 2. CANTILEVERED AND CONTINUOUS BEAMS SHALL BE 24F - 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 cr7 MID - SPAN BETWEEN SUPPORTS AS INDICATED ON PLANS. CAMBER AT CANTILEVERED ENDS SHALL BE ZERO. DESIGN - BUILD REQUIRENENTS: 1. THE CONTRACTOR SHALL PROVIDE DRAWINGS AND CALCULATIONS NECESSARY FOR ALL DESIGN ITEMS. THE DRAWING AND CALCULATIONS SHALL BE SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA. 2. DOCUMENTS FOR DESIGN BUILD ITEMS (REFERED TO AS DEFERRED SUBMITTAL DOCUMENTS) SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM WITH A NOTATION. INDICATING THAT THE FEFERRED SUBMITTAL DOCUMENTS HAVE BEEN FOUND TO BE IN GENERAL COMPLIANCE WITH THE DESIGN CONCEPT INFORMATION GIVEN IN THE CONTRACT DOCUMENT PRIOR TO SUBMITTAL TO BUILDING OFFICIAL. THE CONTRACTORS SHALL BE RESPONSIBLE FOR FORWARDING THE SUBMITTAL DOCUMENTS TO THE BUILDER OFFICIAL. RESPONSIBILITY FOR THE DESIGN PROFESSIONAL DEAL APPEARS THEREON. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 3. "DESIGN - BUILD" ITEMS/ELEMENTS (AS DESCRIBED BELOW) SHALL BE DESIGNED BY OTHERS, AND THE GENERAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND THE ARCHITECT. THE ENGINEER OF RECORD HAS NOT DESIGHNED THESE "DESIGN -BUILD" ITEMS. DESIGN SHALL INCLUDE THE DESIGN OF THE ELEMENTS AND ITS CONNECTION TO THE STRUCTURE. SEE NOTE #4 3.1 CURTAIN WALL, WINDOW WALL LOUBRE AND GLAZING SYSTEMS. 3.2 STAIRS, HANDRAILS, GUIDERAILS, AND LANDINGS. 3.3 ELEVATOR GUIERAILS, RELATED SUPPORTS, AND CONNECTIONS. 3.4 SUPPORTS AND CONNECTIONS FOR PIPES, SPRINKLERS, AND WASTE LINES, DUCTS, CONDUITS, SUSPENDED CEILINGS, SOFFITS, LIGHTS, ELECTRICAL EQUIPMENT, AND MECHANICAL EQUIPMENT. 3.5 LADDERS, GATES, AND METAL GRATING 3.6 PRECAST ELEMENTS. 3.7 VENEER ANCHORAGE SYSTEMS. 3.8 ANY STRUCTURE THAT IS NOT SHOWN ON THE STRUCTURAL DRAWINGS BUT IS REQUIRED BY OTHER DISIPLIBES SUCH AS ARCHITECTURAL MECHANICAL, ELECTRICAL, LANDSCAPE, ECT. CONCRETE 1. NO PIPES OR DUCTS ARE TO BE PLACED IN CONCRETE SLABS OR WALLS UN- LESS SPECIFICALLY DETAILED. 2. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33 3. STRENGTH OF CONCRETE SHAL BE AS FOLLOWS: FOUNDATION 150 PCF F'C = 2,500 PSI AT 28 DAYS SLABS ON GRADE 150 PCF F'C = 2,500 PSI AT 28 DAYS WALLS, PEDESTALS 150 PFC F'C = 2,500 PSI AT 28 DAYS 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 MINIMUM 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, TYPE 11 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 1/2 TO 1/4 PARTS LIME PUTTY TO 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 1110 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 LARCH 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.................................................................... _140.1 POSTS AND TIMBERS... ................ ....................................... ........ NOA PLATES.................. ...................... ........... ................ ................. NO. 2 OR BTR. BLOCKING, STRIPPING................................................................STUD GRADE. STUDS........................................................................PER SCHEDULE ON SA-2 & S.1-3. 2. PLYWOOD ROOF SHEATHING SHALL BE APA RATED STR. I, 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 PS1-95 OR PS2-92. 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 1 1/2 0.131 10d 1 5/8 0.148 16d 1 3/4 0.162 20d 21 /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..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 1116" 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 Q 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" `►G�QiLr�Tw.F* p14a 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. ....... ......................... ... _.. 1 6d AT 16" O.C. TOP PLATE TO STUD, END NAIL.. . .. . ........... ................. ...... ................................ 2- 16d STUD TO SOLE PLATE... ....................... ................... ........ ...... ....................... ... 4- 8d DOUBLED STUD FACE NAILS............................................................................16d AT24' O.C. DOUBLED TOP PLATES. FACE NAILS...............................................................16 d AT 16"O.C. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL ........................................ ............ 2-16d CONTINUOUS HEADER, TWO PIECES.................................................2 ROLLS 16d AT 16" Q.C. CONTINUOUS HEADER TO STUD, TOE NAIL. . .... ....... ....... ................. 4- 8d CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL .......... ....................................... ...... 3-16d 1" X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL ..................... ................. ......2- 8d WIDER THAN 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL.. . .......... ............ 3- 8d 1" BRACE TO EACH STUD AND PLATE, FACE NAIL ........ .............. ....................... ........... ...2-8d BUILT UP CORNER STUDS.. ........ ...... ..................................... ............ _ . _._16d AT 24' O.C. BUILT UP GIRDER AND BEAMS.. . ........................................ ......... _.....20d AT 32" O.C. AT TOP AND BOTTOM AND STAGGARD....................... ........... ............................ ....... .....2-20d AT ENDS AND AT EACH SPLICE 2" PLANKS ............ .................... ......... .......... ..................... ......... ................... ............... 2-16d AT EACH BEARING JOIST OR RAFTERS TO SIDES OF STUDS EIGHT (8) - INCH JOIST OR LESS ......... ...................... ......................................... .....3-16d FOR EACH ADDITIONAL FOUR (4) INCHES IN DEPTH OF JOIST ........... ....................... .1-16d... JOISTS OR RAFTERS AT ALL BEARINGS, TOE NAILS, EACH SIDE ... 2.................................. 2-10d BLOCKING BETWEEN JOISTS OR RAFTERS TO JOISTS OR RAFTERS - TOE NAILS, EACH SIDE, EACH END .......... .............. ......... .2-10d TO JOIST OR RAFTER BEARING - TOE NAILS, EACH SIDE.... . ...... ...... ............ 3- 10d BLOCKING BETWEEN STUDS, EACH END ............................ ....... ......2-1Od TOE NAILS OR 2-16d RIBBONS TO STUDS ONE (1)-INCH RIBBONS ................................. ...................... .......................... ............ ....2-8d TWO(2) - INCH RIBBONS ............ ................ ............... ...................................... ......... .....2-16d DESIGNER: SA_m HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 PROJECT INFORMATION PROPERTY OWNER: PMR, INC. 2109 S. WRIGHT, ##F SANTA ANA, CA, 92705 TEL: 714.754.4111 PROJECT ADDRESS: 211 S. RAITT ST. ZONE: R1 APN: 007-264-11 LEGAL DESCRIPTION: TR 407 LOT 19 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 20 JUN 2005 SUBMITTAL NO.2 SCALE: AS NOTED JOB NO: 05016 DATE: 06.15.05 DRAWN m I. FOUNDATION EXGAVATION5 4 REINFORCEMENT SHALL BE EXAMINED $ GERTIFIED IN WRITING BY THE PROJEGT GEOLOGIGAL ENGINEER PRIOR TO IN5PECTION BY BUILDING OFFIGIAL AND PLAGEMENT OF GONGRETE, 2. THERE SHALL BE NO TRENGHES OR EXCAVA- TIONS 5'-0" OR MORE IN DEPTH INTO NHIGH A PERSON IS REQUIRED TO DE5GEND. OBTAIN PERMIT FROM GA DIV. DE INDUSTRIAL SAFETY PRIOR TO 155UANGE OF GRADINO PERMIT. 3. PLASTER WEEP SGREEDS TO BE MIN. 26 GA GORRO510N RESISTANT METAL w/ MIN. 3 1/2" VERT. ATTAGHMENT FLANGE. SGREEDS TO BE MIN. 4" ABOVE FIN. GRADE OR 2" ABOVE PAVED 5URFAGES. LAP WEATHER BARRIER w/ EXT. LATH GOVER 4 TERMINATE ON FLANGE. PER U.B.G. SEGTION 2506.5 4. REFER TO ANCHOR BOLT NOTE FOR BOLT SIZE � 5PAGIN6 6 SILL THIGKNES5 @ SMEAR WALLS. 5. NOT USED. 6. WOOD MEMBERS IN GONTAGT w/ GONGRETE SHALL BE PRESSURE: TREATED DOUGLA5 FIR ( P.T.D.F) OR FOUNDATION REDWOOD w/ MARK OR BRAND FROM APPROVED AGENCY. PER U.B.G. 5EGTION 231-7.4 � 2326.E -7. ELEGTRIGAL OUTLET LOGATIONS IN GONGRETE SLABS SHALL BE VERIFIED wl OWNER. b. FOR HOLDONNS @ FOOTINO5 5EE DETAIL: HOLDDONN HARDNARE TO BE 5EGURED IN PLACE PRIOR TO FOUNDATION IN5PEGTION5. q. STRUCTURAL OBSERVATION PER SEGTION 1-702 OF THE GBG SHALL BE PROVIDED NHEN 50 DE510NATED BY THE ARGHITEGT OR ENOINEER OF REGORD OR, NHEN SUCH OBSERVATION IS 5PEGIFIGALLY REQUIRED BY THE BUILDING OFFIGIAL, TYPICAL NON -SHEAR WALL ANCHOR BOLTS SHALL BE 5/8" DIA. w/ 2" 50. X 3\16" THK NA5HER5 @ 48"O,G. ALL ANGHOR BOLT EMBEDMENT TO BE MINIMUM ?" INTO FOOTING BEYOND GOLD JOINT. SILL PLATES SHALL HAVE MIN. 2 ANCHOR BOLTS w1 ONE BOLT WITHIN 12" OF EAGH END OF SILL. NUT wl WASHER SHALL. BE TIOHTENED ON EAGH BOLT TO THE SILL PLATE PER U.B.G. 5EGTION Ib O6.6 NON -SHEAR WALL INTERIOR FOOTINGS MAY HAVE "RAMSET" 1/4" DIA. SHOT PINS @ 24" O.G., 1.G.B.O. NO. 163q, OR APPROVED EQUAL, SHOT PIN EMBEDMENT TO BE MINIMUM 1 1/2" INTO GONGRETE. ALL BOLT {-POLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED. APPROVED PLATE NA5HER5 REQUIRED FOR ALL HOLD-DONN5 GONNEGTOR BOLTS. HOLD-DOWNS TO BE TIGHTENED JUST PRIOR TO GOVERINO THE WALL FRAMING. FOUNDATION ANCHOR BDLTS IN WALLS SHALL HAVE AN APPROVED PLATE WASHER UNDER EAGH NUT AND THE NUTS SHALL TO BE TIGHTENED JUST PRIOR TO GOVERING THE WALL FRAMING. ANGHOR BOLT SPAGIN6 AT SHEAR WALLS SHEAR ANGHOR BOLT 51ZE 6 5PAGIN6 NALL# w/ MIN. 2x PTDF SILL Ae, 515" DIA. ANCHOR BOLTS 9 54" D.G. F1 V 1,,.,/A 1 I 1 V P LAN ar3{ r�LE: �4'� " `� -a�� A 5/5" DIA. ANCHOR BOLTS @ 56" O.G. A5/8" DIA. ANCHOR BOLTS @ 24" O.G. SHEAR ANCHOR BOLT 51ZE 4 5PAGINO WALL# wl MIN. 3x PTDF SILL II 5/&" DIA. ANCHOR BOLTS ® 16" O.G. 12 3/4" DIA. ANCHOR BOLTS @ 24" O.G. 13 3/4" DIA. ANGHOR BDLTS Cap 24" O.G. PAD SCHEDULE A 3/4" DIA. ANCHOR BOLTS @ 16" O.C, TYPE AREA DEPTH REFORCING (:::) FOOTING SCHR 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. 0 WHERE SHEAR PANELS OGCUR ON BOTH 51DE5 OF A WALL ANCHOR BOLT SPAGINO SHALL BE HALF THAT 5PEGIFIED IN THIS SCHEDULE. FOR EX15T, FTC. USE "SIMPSON" EPDXY ET N/ MIN. b" EMBEDMENT Wl INSPECTION, FOR SIZE AND SPACINO OF BOLTS SEE ANGHOR BOLT NOTE ABOVE. I. ALL STUDS SHALL BE 5PAGED @ Ib" O.G. 2. ALL STUD5 AND TOP PLATES AND ANCHOR 51LL'S AT WALL #'S 10,11,12,13,414 WITH SHEAR 350 P.L.F. a GREATER SHALL BE 3X OR WIDER AT PANEL JOINTS AND SILL AT FTO.'5. 3. ALL NAILS FOR PLYWD SHALL BE COMMON NAILS U.N.O. 4. ALL NAILS SHALL BE 5TAG0ERED WHERE NAILS SPACED 2 INCHES O.G. 5. ALL LAG BOLTS SHALL HAVE 1.5" MIN. EMBEDMENT INTO 5UPPORTNG MEMBERS. 6. ALL 20d NAIL #-POLES 5HALL BE PREDRILLED. T ALL PLATE WASHER5 FOR SILL ANGHOR BOLTS SHALL BE MIN. 2" 50. X 3116" THK AND USED ON EAGH BOLT. b. FOR ANGHOR BOLT LENOTH, REFER TO FOUNDATION DETAILS. ALL ANCHOR BOLTS SHALL HAVE `i" MIN. EMBEDMENT FROM FIRST POUR. mm FRAM I N(-�7 NOTES 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. ■ E. E, I........................................................._.........,..............._........................_..._......._.................._....................,...................,..........,.............................._........................... Li ( I u,i uw I I! i uj I � I I 1 I i ----- ---- f s I I i ui I 1 i i i u.i i i ( ............... ............................ L_... ----_---_--- _.- _..� --.� E. HANOER SF(�w' I F I C A71 ONS GEILING JOISTS "SIMPSON" HANGER JOIST SIZE JOIST SPAN FAGS TOP 2xi2 < 26-0" U210 JB212 2x10 < 24'-0" LU25 J8210 2x& < 21'-O" LUS26 J528 2x6 < 16'-O" LU526 JB26 2x4 <10-0" U24 HU24TF HAN6F-R, 5FEC.. I F I C tAT I ONS ROOF RAFTERS 'SIMPSON" HANGER J015T 51ZE JOIST SPAN FACE TOP 2x12 < 23'-0" U210 J5212 2x10 < Iq-O" LU25 JB210 2x8 < 15'-0" LU526 JB28 2x6 < II'-O" LUS26 I JB26 HANGERS TO BE SKEWED/SLOPED A5 REQUIRED HAN(5R 5FEC I F I C /ATI ON5 FLOOR JOISTS "SIMPSON" HANGER JOIST S 1 ZE JOIST SPAN FACE TOP STEEL TJI PR0550 < 25'-0" MIU4q ITT411.a& ITT411.25 TJI PR0250 < 20'-0" IUTII ITTIL.5& ITTI1.25 2x12 DJ < 15'-0" U210 JB212 JB210 2x1O DJ < 10'-0" LU52& JB210 LB2,5 2 EXISTING I ADDITION SPQi L=20'-6" (TYP) E. _-- _ _ - _- - - - - - - - - -- 70 a 2 = ( o l i I 51)01 l 3 (TYF'.) I hxA 5D0i I >-� (-rYp) 13 r.........................................................................f€................ 5D01 E. 1 EXISTING FRAMING: 1 WALLS: 2X4_._...------- FLOOR JOISTS: 2X6 I 4X6 MDR. - _-- CEILING JOISTS: 2X6 ROOF: 2X6 �s= i �a I II I d z a N I ( dt I �I ' � 1 IJ4/X4 HDR. L-,�......,.--..,........ -;: 4X4 HDR. L. 4X II , -- ---2X8 RIDGE --- ---T r� 4X6 HDR_--� _. 4X4 HDR. T 4X4 HDR. i I 12 I I 1 2X8 F i Axk I i ------------� i E I 3333 1 ! iv i I 1 I........,.._ ...........................................! , ,.....,....,,........... ..................._...................................... �'--- _.._ 4X6 HDR. 4X4 HDR - 0 - - - _ 4X6 HDR. -----.�--- -- --- EXISTING ` ADDITION L=6'-0" L=1 V-0" ROOF SHTG. TO BE 1/2" EXTERIOR GRADE PLYWOOD (52/16) w/ 8d @ 6" O.G. BOUNDARIES a PANEL EDGES, 6 ad @ 12" O.G. IN FIELD. U.N.O. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE GOVE RING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDIGULAR TO SUPPORTS. THE UNINCORPORATED AREA OF THE COUNTY 15 GONSIbERED TO BE A "SPECIAL WIND REGION." ALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFAGTURER'5 INSTRUGTION5. ALL FASTENERS TO RE515T WIND LOAD OF NOT LE55 THAN 80 MPH O.G. BLDG. ORD. #3f36q SEE DETAIL: 15/D-12 ROOFING MANUFAGTURER TO PROVIDE SAMPLES OF GOLORS AT JOB SITE FOR OWNER AND D.G.A. APPROVAL PRIOR TO ORDERING OF MATERIALS. PROVIDE G.I. METAL FLASHING AT ALL ROOF a WALL INTER5EGTION5. PROVIDE G.I. METAL FLASHING AT ALL VALLEYS. SEE GENERAL NOTES 6 5PEGIFIGATION5 FOR ADDITIONAL FRAMING t MATERIALS NOTES. ALL RIDGE HEIGHTS ARE TO TOP OF FINISH ROOFING MATERIALS. HATCHING INDICATES "CALIF." ROOF FRAMING. SHADED AREAS INDICATE INTERIOR BEARING WALL5, BEAMS OR FULL HT. SHEAR WALLS BELOW. PROVIDE 2x6 KICKERS FROM BEARING POINTS WALL5 BELOW TO HIP5, VALLEYS 6 RIDGES @ 45 DEG. ANGLE MIN. ATTI(�' \/ENT NOTE SEE SHEET A-4.1 FOR ATTIC, VENT NOTES BEARING WALL5 2x4 STUDS @ 16" D.G. MAX. HT.: 10'-O" 3x4 STUDS @ 16" O.G. MAX. HT.: 10'-0" 2x6 STUD5 @ 16" O.G. MAX. HT.: 14'-O" 2x8 STUDS a 16" O.G. MAX. HT.: 16-0" NON-BEARIN5 WALL5 2x4 5TUD5 @ 16" O.G. MAX. HT.: W-O" 2x3 5TUD5 @ 16" O.G. MAX. HT.: 14'-O„ 2x6 STUD5 @ 16" O.G. MAX. HT.: 20'-0" UTILITY GRADE STUD5 SHALL NOT BE SPAGED MORE THAN 16" Q.G., OR SUPPORT MORE THAN ONE ROOF AND GEILING, OR EXGEED 8'-O" IN HEIGHT FOR EXTERIOR AND LOAD BEARING WALLS, OR 10'-0" IN HEIGHT FOR INTERIOR NON -BEARING WALL5. ALL PLUMBING WALLS TO BE 2 x 6 STUDS MIN. STUD MAX. HEIGHTS PER U.B.G. TABLE 23-1-R-3 1 MIA a m 1 .in -SHEAR PANEL PER 5GHEDULE ENGINEERS SHEAR WALL # PER 5 W 5TRUGTURAL GALGULATION5 L--- PANEL LENGTH A -MOMENT FRAME SHEAR PANEL SHEAR PANEL LOCATION # --- BEAM ELEVATION PER 5GHEDULE ON PLAN BEAM # PER ENGINEERS GALG5. QED BEAM/JO I5T LINE BEARING POINT FROM ABOVE ON BEAM J015T/RAFTER SPAN, TYPE AND SIZE PER SCHEDULE GANTILEVERED JOISTS 2x6 STUD5 @ 16" O.G. INTERIOR BEARING WALL CONTINUED POST FROM ABOVE U E BUILDING SECTION REFERENGE LETTER 12 BUILDING 5EGTION SHEET NUMBER 2 DETAIL REFERENGE NUMBER 04 DETAIL SHEET NUMBER I. USE `SIMPSON" HANGERS OR APPROVED EQUAL AT JOISTS HANGING FROM BEAMS, AND AT ALL BEAM TO BEAM GONNEGTION5 PER. PLAN. 2. BEAM5 AND HEADERS LARGER THAN 4x10 TO BE SUPPORTED AT EAGH END WITH A 4x P05T OR LARGER. BEAMS AND HEADERS 4x10 OR SMALLER TO BE SUPPORTED AT EAGH END BY DOUBLE: STUDS EXCEPT AS NOTED ON PLANS. 3. PROVIDE "TJI-550" OR EG2UAL BELOW WALLS EXGEPT AS NOTED OTHERWISE ON PLANS @ COMPO5ITE TRUSS FLOOR FRAMING. PROVIDE "TJI" BLOCKING BELOW WALLS PERPENDIGULAR TO JOISTS. 4. PROVIDE DOUBLE JOISTS BELOW NON -BEARING, AND TRIPLE JOISTS BELOW BEARING WALLS EXGEPT A5 NOTED OTHERWISE ON PLANS @ 2x STANDARD FLOOR FRAMING. BOND 2x'5 WITH 2-16d R.5. NAILS @ 24" O.G. ALTERNATE SIDES. SOLID BLOGK BELOW WALL5 PERPEN- DIGULAR TO JOISTS. 5, FIREBLOGK ALL DROPPED AND 5OFFITED GEILINGS, TYPICAL, 6. PROVIDE RAFTER TIES @ 45" O.G. IN LOWER 1/5 OF ATTIC, 5PAGE WHERE GEILING JOISTS ARE NOT PARALLEL TO ROOF RAFTERS. 7. ALL FRAMING HARDWARE TO BE "SIMPSON STRONG TIE INC." OR APPROVED EGZUAL, 8. WHERE DBL . TOP PLATES ARE BROKEN OR INTERRUPTED PROVIDE MIN. 118" THK.x 1-1/2" WIDE METAL TIE STRAPS. LAP ALL TOP PLATE SPLIGE5 MIN. 4'-0" q. ALL UNSPEGIFIED HEADERS TO BE MIN. 4x4. 10. ALL POSTS 4x4 AND LARGER TO HAVE "SIMPSON" A-55 EAGH SIDE OF POST TO TOP AND BOTTOM PLATES U.N.O. ON PLANS. 11. ALL PLUMBING WALLS TO BE MIN. 2x6 STUDS. 12. GLUED -LAMINATED BEAMS SHALL BE MARKED AN51/AITG STANDARD AGO.I. 13. PROVIDE FIELD INSPECTOR WITH APPROVED "GERTIFIGATION 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 GONTINUOUS ACROSS OTHER WALL5, POPOUTS OR FURRING, APPLY SHEAR PANEL PRIOR TO OTHER FRAMING TO PRESERVE SHEAR WALL CONTINUITY. 1(b. 5TRUGTURAL OBSERVATION PER SECTION 1-702 OF THE GBG SHALL BE PROVIDED WHEN 50 DESIGNATED BY THE ARGHITECT OR ENGINEER OF RECORD OR, WHEN SUGH OBSERVATION IS SPEGIFIGALLY REQUIRED BY THE BUILDING OFFIGIAL. 17. LAG BOLTS: PROVIDE LEAD HOLE 40% - 70% OF THREADED SHANK DIA. AND FULL DIA. FOR SMOOTH SHANK PORTION. Si-- F-Af2 PANEL 5(HEi)LJLE WALL# PLYWOOD 4 NAILING PER ALLOWABLE SILL NAILING U.B.G. TABLE 23-1-K-I SHEAR 7/V' 5TUG60 O/ PAPER A8BAGKED LATH wl 16 GA. STAPLES @ 6 "O.G. AT TO B I80 PLF 16d @ 8" O.G. PLATES, EDGE OF SHEAR WALL AND ON FIELD A 3/8" 5TRUGT. II PLYWD. w/ did @ 6"O.G. BOUND. 4 260 PLF 16d @ roll O.G. EDGE5 4 12"O.G. FIELD 3/8" 5TRUGT, II PLYWD. wl 9>d @ 4"0.G. BOUND, 4 34q PLF 16d @ 4" O.G. A . EDGE5 4 12"O.G. FIELD SHEAR ANCHOR BOLT SIZE & 5PAGING WALL # W MIN 3X PTOF SILL 318" 5TRUGT. If PLYWD. 20d 0 3" O.G. w1 8d @ 3"O.G. BOUND. 4 4qO PLF OR 112" DIA. LAG A G EDOES a 12"O.G. FIELD BOLTS AT 16" O.G. 3/8" 5TRUGT. it PLYWD. 20d @ 2-1/2" O.G. w/ 8d @ 2"O.G. BOUND. s 630 PLF OR 112" DIA. LAO A O EDGE5 is 12"0.6. FIELD BOLTS AT 12" O.G. 15/52" 5TRUGT. 11 PLYWD. 20d @ 2" O.G. w/ lOd @ 2"O.G. BOUND. 8 770 PLF OR 112" DIA. LAG A G EDOE5 4 12"0.6. FIELD BOLTS AT 10" O,G. lq/32" 5TRUGT. 11 PLYWD. 20d @ 2" O.G. w1 lOd @ 2"O.G. BOUND. 4 870 PLF OR 112" DIA. LAG A G EDGE5 8 12"O.G. FIELD BOLTS AT 6" O.G. AINDIGATE5 SHEAR WALL NOT INGLUDED IN 5TRUGT DE516N FOR SHEAR PANELS 11, 12,13 4 14 PROVIDE MIN. 3x BOUNDARY MEMBERS 4 SILL PLATE (350PLF) w1 5TAC56ERED NAILING @ BOUNDARIE5 4 EDGE5. THE -MAX. HEIGHT TO WIDTH RATIO FOR SHEAR WALL5 15 2:1 UNBLOCKED SHEAR WALLS ARE NOT PERMITTED. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF A WALL a NAIL 5PAGING 15 LESS THAN roll O.G. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE MIN. 3x Wl NAILS ON EAGH SIDE 5TAOOERED. SILL NAILING SHALL BE HALF THAT SPEGIFIED IN TH15 56HEDULE AND STAOOERED w1 MIN 3x SILL PL. (1). ALL STUDS SHALL BE SPAGED @ 16" O.G. (2). ALL NAILS FOR PLYWOOD SHALL BE COMMON NAILS UNO. (3). ALL NAILS SHALL 13E 5TA66ERED WHERE NAILS SPAGED 2" O.G. (4). ALL FIELD NAILS TO BE IOd @ 12" O.G. (5). ALL LAG BOLTS SHALL HAVE 1-1/2" MIN. EMBEDMENT INTO SUPPORT I NO WOOD MEMBERS. (6). ALL 20d NAIL HOLES SHALL BE PREDRILLED. TOP OF BEAM @ TOP OF JOISTS F2] TOP OF BEAM @ BOTTOM OF JOISTS ETOP OF 2x NAILER @ TOP OF J015T5 F41 TOP OF 2x NAILER @ BOTTOM OF JOISTS BOTTOM OF BEAM @ BOTTOM OF GLG. JOISTS F-(q I BOTTOM OF BEAM @ TOP OF PLATES F-71 TOP OF BEAM @ TOP OF PLATES ETOP OF BEAM @ BOTTOM OF BEAM # me DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 PROJECT INFORMATION PROPERTY OWNER: PMR, INC. 2109 S. WRIGHT, #F SANTA ANA, CA, 92705 TEL: 714.754A111 PROJECT ADDRESS: 211 S. RAITT ST ZONE: R1 APN: 007-264-11 LEGAL DESCRIPTION: TR 407 LOT 19 ISUBMITTAL SET 1 REVISION SUBMITTAL NO. 1 SUBMITTAL NO.2 SCALE: AS NOTED DATE: 06.15.05 DATE 20 JUN 2005 !: NO: ! ! • 1i4i11 we B.N. = = = = e - = = -- A35's 16 O .C. _-_ __ x4 STUDS 16" O.C. = - 2 . @ - 1 "O. = = 1 2x6 F J. 6 G. xfi BLOCK h d_ 2 BLO @ - 2. ROOF RAFTERS P = = = ER PLANS 2X = " - - -- e _- _ ELKS, L 16d 8"OC 3_ EDGE- - = - -- - = . . . . . . . - - 4. S#MPSON M T - = = - = = " MI i -i - S A24 4x6 = = N i 6d MiN I / " a 6a 3 4 CDX T&G PLYWOOD lJ - - 5' 16" O.C. - - A3 5 a 5.4x BEAM PER STRUCT. PLANS CG:.:::::::,:::.:.:::::::.:::.:•::•:::::.a::.:.>-:.:::-:.:.::::.. = = == MIN - - - - - - - - NA. AT J T b -I&d NAILS S I ()O.C.- - - - NAILS A7 JST# SHEATHING W 1 d 6" G RDER 6. 3 2X4 STUDS �- = - c_ NAILS AT T 2X6 BLOCK - TO PARTITION TO PARTITION S JS # . 7. DBL. TOP PLATES AT EDGES AND 1fl" O C N (EACH 5!D �; x; :;:>::;_;;;;:zaxx :_sa::s_ea:.;:.<;;::;:;;,.::x:;:a:::,:a;;-;:='_a::::..z>:'r-> riy (E E) (EACH SIDE) TO J5T ;nre;;:_;;:::;;s: a,z.;::rr.sr.:..::z:.:::;: UN 2X6 F.J. B.N. 16" O.C. L x x 2x6 MUD SILL W/ 3/16" X 31/2" 4 4 POST SIDE POWER DRIVEN PIN W/ 16 I ti t I IVI IV a ( HUDGINS DESIGN ICI n R-19 BATT. GA. WASHER 27626 PASEO SONATA A35 EACH SIDE 2 x x x INSUL. SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 72x6 P.T. D.F. SILL WITH 5/8" DIA. O 4x6 FAX: 949.488.$94(i p Q- X 10" ANC. BOLTS @ 72" O.C. � GIRDER 2x BLKG 2x JOISTS PER PLAN 7 4 2x BLKG 2x JOISTS PER PLAN r- 5 I 2x WALL PER. PLAN 7 � II O F\N INTERIOR FINISH B O 66T °cry EA. SIDE r 4x4 POST CONCRETE #4 BARS PIER 18" SQ. INTJST @ PARTITION 17 DRAG BEAM 13 INT. CLG. JST @ PARTITION 9 INT. 1-STORY . i( Ey€3 i€ j €EI � CLG. 5 GIRDER PIERj1 2x4 STUDS @ 16" O.C_ - 16d @ 8" O.C. PLYWOOD WHERE E. STUD WALL WHERE PLYWOOD WHERE OCCURS OCCURS OCCURS A35"s @ 16" O.C. E.N. -E. N. E. 2x BLOCK B.N. PLYWD ROOF SHTG of A35`s 16" O.G. 5 16d 2x6 F.J. PER PLAN RAFTERS PER PLAN "SIMPSON"' WIDTH MAX BORE,60% OF WIDTH EN 5 PER ( � "51MPSON" A35 SCHEDULE. SHEATING 2x4 - (2 1 /8 DIA. HOLE) MIN. 24" WIDE x 18" HIGH PER SCHEDULE E.N. 2x PAN RAFTERS 5/8" MIN. 2x6 - (3 3/16" DIA. HOLE) CRAWL SPACEACCESS 3/4" CDX T&G PLYWOOD DBL. TOP PLATE SIMPSON J EDGE DI ST. SHEATHING W/ 10d @ 6" O.C. SHEAR WALL PER PLAN ___ _ _ __ —�j SIMA35 S 2N 4" WIDE CURB WALL. �' AT EDGES AND 10" O.C. IN 2x STUDS @ 16" O.G. �� O.C. 1 FIELD - P.I. 32/16, GLUE. W E. FLR. JOISTS EN. 8d @ INSUL. N �� 2x STUDS 16" Q.G. 0 "51MP5ON" A35 5PAGIN5 + 2x SOLID N. 5/8" DIA. A.B.'s X 8"' + BLOCKING SNEAK WALL PER PLAN TOP PLATE, U.N.O. ON PLANS SHEATHING O/ s WI EPDXY. + E.N. 2x BLOGKlNCaa SHEAR PANEL PANEL I ' 6" E.N, WALL # ONE SIDE TWO SIDES FLOOR JOISTS � NONE 32" O.G. PER PLAN - PER SCHEDULE A35 2x JOISTS PER SCHEDULE 9 20" O.G. 10.5" O.G. PER PLAN SIMPSON A35 E. �� MAX NOTCH 40°lp OF WIDTH '° 14" Q.G. -r.°" O.G. 2X LEDGER W/ 1/2" � 48° O.C. Z GELLING JOISTS 11 II" O.G. 5.5" O.G. 2x4 - (1 3/8" DEEP NOTCH) #4 BARS E.N. PER PLAN 12 �" Q.G. 4.5" O.G. LAG BOLTS STAG'D 16" 13 �" Q.G. O.C. IN PRE -DRILLED ! 2x6 - (2 1/$" DEEP NOTCH) DBL. TOP PLATE i4 e" O.G. MOLES. ■ IN g, 2x STUDS @ 16" O.G. E. FOOTING { — SHEAR WALL PER PLAN s uj ■■■� NOTE: PROVIDE 4" WIDE CURB WALL AROUND THE OPENING. CURB WALL TO EXTEND MIN. 2" r /� ABOVE FINISH GRADE. INTERIOR CURB DIMENSIONS TO BE 24"X24"/ NOTCHING/BORING @ 18 18"X24" CRAWL ACCESS 14 SHEAR TRANSFER 10 N. RAISED FLR. TO (E) INT. NON -BEARING WALLSi a6 EAVE DETAIL (2 w ■"► C) < POST PER z PLAN 2x SOLID BLOCKING (EXCEPT WHERE ENDS OF JOISTS A34 EA. E ad AT 6" A34 EA. END O.C. vj ARE NAILED TO A HEADER AND/OR RIM JOIST OR TO GB U) AN ADJOINING STUD OR BY OTHER APPROVED MEANS). RIDGE BEAM OR BOARD SEE PLAN n/ PER PLAN W"51MP5ON" A55F AT EA EQ. EQ. r �■rwr !�' u SIDE OF POST "51MP5ON" 5T22 c�9 32" O.G. j � 2X BLCK'G 4x KING POST �22 a 22 O `-y' � _ PER PLAN PLYWOOD ROOF SHTG. Z L7 O CV �r/ � r■r■rr "51MPSON" A35 AT EA f:04 O DEPTH (D) 51DE OF PAST ■'� O � 2X4 FULL HIGH Z STUD WALL PER PLAN N NO BREAK @ Z. DBL STUD BELOW K.P. CLG LEVEL cn � CS iy d RAFTERS PER PLAN HDR OR BEAM WHEN i?IDC�E BOARD PER LAN Z OGGURS PER PLAN g FIREBLOCK p- CONCRETE NOTCHES NOT PERMITTED W PIER WITHIN MIDDLE 1/3SPAN NOTCHES WITHIN 112 BUT BORED HOLES ARE BORED HOLES ALSO SPAN EACH END PERMITTED PERMITTED —'� BARS EACH WAY PER FD PER PLAN PLAN PROJECT INFORMATION PROPERTY OWNER PMR, INC. NOTCHING/BORING @2109 S. WRIGHT, #F �i eSIMPHD W/i! I— €I 15 RIDGE TO RAFTER 11 STAB BOLT 7 BARGE DETAILe 1€� } i� 31 SAW7AANA,.CA, 92705 FLR. JOISTS 17 KING POST 4111 16d @ 8'" O.G. PROJECT ADDRESS: 211 S. RAITT ST. o PLYWOOD & B.N. 2x4 STUDS @ 16" O.C. 16d @ 8" O.G. ZONE: R1 MAX BORE 40/p OF WIDTH RAFTERS PER PLAN WHERE OCCURS A35 @ 16" O.C. WHEN APN: 007-264-11 WIDTH 2x4 - (1 3/$" DIA. HOLE) NO SHEAR OCCURS A35"s @ 16" O.C. LEGAL DESCRIPTION: TR 407 LOT 19 „ 3!4" CDX T&G PLYWOOD PLYWOOD WHERE 2x6 - (2 1 /$ DIA. HOLE) PLYWD ROOF 5HTG o/ 2x6 BLOCK OCCURS 5/$" MIN. AT EDGES AND 10" O.C. #N 3/4" CDX T&G PLYWOOD E.N. SHEATHINGw 10d 6"' SUBMITTAL SET EDGE DIST. "51MP5QN" 2xfi P.T. D.F. SILL 2x6 BLOCK SHEATHING WI 10d @ 6" O.C. A35 PER B.N. FIELD - P.1. 32/16, GLU AT EDGES AND 10" O.C. IN MIN. DBL STUDS @ SCHEDULE FIELD - P.I. 32/16, GLUE. REVISION DATE p END OF SHEAR PANEL WITH 5/8" DIA. X 10 B.N. MAX BORE 601p OF WIDTH E.N. ANC. BOLTS @ 72" 2x6 F.J. @16" O.G. SUBMITTAL NO.1 20 JUN 2005 ON DBL. STUDS. NO MORE HO PER PLAN DBL. TOP PLATE O.C. WITHIN 12" OF 2x6 P.T. D.F. SILL WITH 5!8" ""�---- 2x6 @16" O.C. SUBMITTAL NO.2 ENDS 4x6 GIRDER DIA. X 10" ANC. BOLTS @ 72" THAN 2 PER DBL. STUD (E)SILL PLATE 2x CRIIPPc�EifiH HALL - s N PT. DF. O.C. WITHIN 12" OF ENDS R-19 GATT. CE) GONG. SLAB :2` e O O B.N. INSUL. 2X4 - (2 1 /8" DIA. HOLE) OVER E. FOOTING SHEAR WALL PER PLAN 2x6 - (3 3/16" DIA. HOLE) a 66T EA. SIDE 0 NEW CRIPPLE WALL J 4X4 POST 2x 5TUD5 @ Ib" O.G. SIMPSON GH46-6 h" GIRDER HANGER Z ar wn MAX NOTCH 25% OF WIDTH � � �' � � *� `" �+ ��J SHEAR WALL PER PLAN . � �- .+ _ �- ,,. � A35 EA SIDE 2x4 - (7/8" DEEP NOTCH) zk TOP PLATE, UN.D. ON PLANS CONTINUOUS TO RAFTER Q Z 2x6 - (1 3/8"' DEEP NOTCH) �` SSHHE�A�I # O€���IpE TIP SIDES � � _ NONE 32" O.G. NEW ABOVE EN' 2x6 MUD SILL �, z STRUCTURAL N. CEILING JQI5T5 Z `- W/ 3/16'" X 31 /2" #4 BARS DETAILS 3" EDGE DISTANCE q 20'" O.G. 10.5" O.G. E N PER PLAN #4 BARS � POWER DRIVEN N SIMPSON SET EPDXY IO (4" O.G. 7.0" O.G. EX15TIN& BELOW Cl * STUD LEFT SHALL BE SOUND RR #2521q if If" Q.G. 5.5" O.G. DBL. TOP PLATE? PIN WI 16 GA. f2 8" Q.G. 4.5" O.G. EX15TINO STUDS @ I6" O.C. WASHER v WOOD, & HAVE NO KNOTS, 13 T' O.G. BREAKS, SPLITS, EXCESSIVE 14 6" O.G. ¢�� SHEAR WALL PER PLAN 12" 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: 05016 181" SQ. FDN. INSTALL PER MANUF, SPECS, 1.75" MIN. EDGE DISTANCE TO A. BOLT DATE: 06.15.05 DRAWN BY: S.H. -oil 8 EXT. 1 STORY FTG.I1 € EI NOTCHING/BORING @ EXT. & BEARING WALLS 20 HD2A TO E. FDN. N. 7,.5. 16 SHEAR TRANSFER 12 GIRDER END II€ € - CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page I of 3) CF-IR Addition to Jahangiri Residence 06/15/2005 Project Title Date 211 S. Raitt St— Santa Ana Project Address Building Permit If Scott Hudgins (949) 322-7922 Documentation Author Telephone Plan Check / Date Pacakged CZ-08 Field Check / Date Compliance Method (Package or Computer) Climate Zone Fninwenient Aoenry I lqt-, ( )nIv GENERAL INFORMATION Total Conditioned Floor Area 372 ft? Average Ceiling Height: _ 8'-0" ft Conditioned Slab Floor Area ft Building Type: Single Family X Addition (check one or more) Multi -Family -- Existing -PI -Lis -Addition Front Orientation: WEST North / South / East / West /I All Orientations (input front orientation in degrees from True North and circle one) Number of Stories I Number of Dwelling Units: Floor Construction Type: Slab/Raised Floor (circle one or both) RADIANT BARRIER (required in climate zones 2, 4, 8-15) Required for this submittal X yes BUILDING ENVELOPE INSULATION no Component Type Frame Type wd = wood stl = steel Cavity Insulation Sheathing Insulation R-Value Total R- Value' Assembly U-Factor Location/Comments (attic, garage, typical, etc,) Wall ---R-Value— Wall WD 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 cavi1y R-value insulation requirements for the Prescrigtive Package, Shading Devices Fenestration Xpe Pos. Orien- tation Area (ft) Fenestration U-Factor Fenestration SHGC Exterior Sh2qjUAtt. Overhangs/ Fins Front Front Left NORTH 0,75 0-45 Left Rear EAST 40 0.75 0.45 Rear Right SOUTH 25.5 0.75 0.45 Right Skylight Skylight Compliance Forms 19 August 2001 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF-IR CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR Addition to Jahangiri Residence 06/15/2005 Addition to Jahangiri Residence 06/15/2005 Project Title Date Project Title Date HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. COMPLIANCE STATEMENT Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (furnace, heat Efficiency Location Piping Thermostat Configuration This certificate of compliance lists the building features and performance specifications needed to comply with pump, etc.) (AFUE or FISPF) (ducts, attic, etc.) R-Value Type (split or package) Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement Existing them, This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that Cooling Equipment Minimum Duct Heat Pump is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using Type (air conditioner, Efficiency Location Duct Thermostat Configuration duct scaling and TXVs requires installer testing and certification and field verification by an approved HERS heat purng, evap. cooling) (SEER) (attic, etc.) R-Value Type (split or package) rater. Existing Designer or Owner (per Business and Professions Code) Documentation Author SEALED DUCTS and TXVs (or Alternative Measures) Name: Name: Scoff Hudgins X i Sealed Ducts (all climate zones) Hudgins Design Title/Firm: Title/Firm: (Installer testing and certification and HERS rater field verification required) Address: 27587 Paseo Segovia Address: 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) 0, Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) Telephone: (949) 322-7922 -- Telephone: (949) 322-7922 - (Installer testing and certification and HERS Rater or field verification required) Lie. 6/15/2005 6/15/2005 OR (signature) (date) (signature) (date) F' i Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Enforcement Agency Climate Zone Window SHGC Window U-Factor SEER Heating Name: Lam Nguyen Title: WATER HEATING SYSTEMS Agency: Energy' External Telephone: (714) 538-3828 RatedTank Factor or Tank Water Heater Distribution Number Input (ON Capacity Recovery Standby' Insulation Type Type in SIstem or Btu,hr) (gallons) Efficient Loss (%) R-Value 6/15/2005 (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 gag water heaters, list rated input and recovery efficiencies. SPECIAL FEATURES (add extra sheets if necessM). Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001.Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness, and description). A-2 Compliance Forms August 2001 A-3 Compliance Forms August 2001 A-4 Project Plan Check No: Project Address: 211 S. R a i t t St. Suite No. TAIS FORM IS TO BE COMPLETED BY A QUALIFIED ENERGY PLAN CHECLI CONSULTANT OTHER THAN THE ENERGY . DESIGNERIDOCUMENTAT10i AUTHOR. I have reviewed the calculations and drawings for the above project and find both to be in compliance with the Energy Efficiency Standards and Administrative Requirements of the California Code of Regulations, Title 24, Parts I and 6. 1 understand that this review was performed as a representative for the enforcement agency, The City of Santa Ana Building Safety Division. Signature: Date: 6/15/2005 Print Name: Lam Nguyen (,/ Title: (714) 392-5481 Company Name: Company Address: Phone No. 12277 Baja Panorama, Santa Ana, CA A ]z DESIGNER: S*-61-446� HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 : 100 11 = M a I ilk 1101 V IT4 F.1y rel -Z PROPERTY OWNER- PIVIR, INC. 2109 S. WRIGHT, #F SANTA ANA, CA, 92705 TEL: 714.754-4111 PROJECT ADDRESS: 211 S. RAITT ST. ZONE: R1 APN: 007-264-11 LEGAL DESCRIPTION: TR 407 LOT 19 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 20 JUN 200� 1 MI-L-11yalkir-A Y/ W SCALE: AS NOTED JOB NO: 05016 DATE: 06.15.05 DRAWN BY: S.H.