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Home My WebLink About10151774.pdf00mob] 20 1 • & 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 SOT BOTTOM NIC NOT IN CONTRACT BRG BEARING NO. NUMBER BSMT BASEMENT NOM NOMINAL BTWN BETWEEN N.S. NEAR SIDE NTS NOT TO SCALE CAB. CABINET CEM CEMENT O.A. OVERALL CER. CERAMIC OBS, OBSCURE C.I. CAST IRON OC ON CENTER C.J. CONSTRUCTION JOINT O.D. OUTSIDE DIAMETER CLG CEILING O.F. OUTSIDE FACE CLR CLEAR O.F.C.I. OWNER FURNISHED 1 CMU CONCRETE MASONRY UNIT CONTRACTOR INSTALLED COL COLUMN OFF. OFFICE COLL COLLECTOR OPNG OPENING CONC CONCRETE OPP OPPOSITE CONN CONNECTION CONSTR CONSTRUCTION PCF POUNDS PER CUBIC FOOT CONT CONTINUOUS PC, PCS PIECE, PIECES C.T. CERAMIC TILE PL. PLATE CTR CENTER PLAS. PLASTER CTSK COUNTERSINK PLWD PLYWOOD PR. PAIR d PENNY (NAIL SIZE) PRCST. PRECAST D2L NELSON WELDED REBAR P.T.d.F. PRESSURE -TREATED DECOR. DECORATIVE 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 ON 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.G. SOLID CORE E.N. EDGE NAIL S.C.D. SEE CIVIL DRAWINGS E.O. EDGE OF SCHED SCHEDULE E.P.S. EXPANDED POLYSTYRENE SECT S.E.D. SECTION SEE ELECTRICAL DRAWINGS EQ EQUAL SHT SHEET EQ SP EQUAL SPACES S SHEATHING E.S. EACH SIDE Sim SIMILAR EXH EXHAUST S.M.D. SEE MECHANICAL DRAWINGS EXIST. EXISTING S SLAB ON GRADE EXP EXPANSION SPECS SPECIFICATIONS EXT EXTERIOR SQ SQUARE F.A.U. FORCED AIR UNIT SS STAINLESS STEEL F.D. FLOOR DRAIN S•S.D. SEE STRUCTURAL DRAWINGS F.H.C. FIRE HOSE CABINET STAG STAGGER, STAGGERED FDN FOUNDATION STD STANDARD STL STEEL F.F. FINISHED FLOOR STORAGE FIN FINISHSTOft. STRUC STRUCTURAL FLR FLOOR USP SYMM SUSPENDED FLASH. FLASHING SYMMETRICAL FLOUR. FLOURESCENT F.O.C. FACE OF CONCRETE T. TREAD F.O.F. FACE OF FINISH T&B TOP AND BOTTOM F.O.M. FACE OF MASONRY T&G TONGUE AND GROOVE F.O.S. FACE OF STUD T.C. TOP OF CURB F.P. FIREPROOFING THK THICK FRMG FRAMING TEL. TELEPHONE F.S. FLOOR SINK THRD THREADED FT FOOT OR FEET THRU THROUGH FTG FOOTING T.O. TOP OF ga GAUGE T.O.C. TOP OF CHIMNEY GALV GALVANIZED T.O.F. TOP OF FOOTING (GRADE BEAM) GC GENERAL CONTRACTOR T,O.FR. TOP OF FRMING T.Q.L. TOP OF LEDGER GL. GLASST.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 BIBS TYP TYPICAL H.C. HOLLOW CORE HD HOLDOWN LION UNLESS OTHERWISE NOTED HDR HEADER URM UNREINFORCED MASONRY HDWD HARDWOOD HGR HANGER VERT,(V) VERTICAL HGT. HEIGHT VEST VESTIBULE H.M. HOLLOW METAL V.G.D.F. VERTICAL GRAIN HORIZ,(H) HORIZONTAL DOUGLAS FIR HT HEIGHT VIF VERIFY IN FIELD I.D. INSIDE DIAMETER W/ WITH I.F. INSIDE FACE W.C. WATER CLOSET INCAND. INCANDESCENT WD WOOD INSUL INSULATION WDW. WINDOW INT INTERIOR W/O WITHOUT W/P WATERPROOFING W.H. WATER HEATER WT WAINSCOT WSCT. WEIGHT CODES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 CALIFORNIA BUILDING, -16 LUMBING, MECHANICAL, AND ELECTRICAL CODES, AND LOCAL ORDINANCES. GENERAL: RESPONSIBILITY1. IT SHALL BE THE OF i •1 •• TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL r OR REPAIR •1 . OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTIONOF ! t, ALL MATERIALS AND FIXTURES ARE TO HAVE APPROVAL •• AN APPROVED TESTING AGENCY. i r.- ! ULTIMATE1. i - O BE 2500 - AFTER 28!y -�• r ! a - • r� • :• c r! r • r 1 r -� r . i • - a r • it f ,� y •.ri • r • r , • rl i • i .,.r r • r'1 • ` it • r , a:i rar j r y:• • -i • 1 ! :• r - LUMBER AND * 1. USE DOUGLAS rCONSTRUCTION GRADE it 6Xd AND LARGER, D.F. GRADE FOR ALL 4Xd AND SMALLER. 2. ALL : • IN CONTACT CONCRETE OR MASONRY SHALL PRESSURE TREATED OR ••D RESISTANT TO DECAY. 3. RAFTER TIES 4'-0' O.C. ARE REQUIRED IMMEDIATELY ABOVE CEILING JOISTSWHEN RAFTERS r• NOT PARALLEL CEILING JOISTS. 4. PLYWOOD EDGES AT SUBFLOOR SHALL HAVE TONGUE AND GROOVE OR SOLID BLOCKING AT EDGES. ALLOW5. WALLS CONTAINING 3" OR 4" DRAIN, WASTE AND VENT PIPING SHALL BE SIZED TO i AND BORING b. BRACING OF WALLS SHALL CONFORM WITH CBC 2001. 7. PLYWOOD rii PANELS SHALL : BONDED WITH INTERMEDIATE OR EXTERIOR AND WHERE EXPOSED TO WEATHER, SHALL BE EXTERIOR RA 8. NO STRUCTURAL MEMBER SHALL BE SERIOUSLY OR WEAKENED OR IMPAIRED BY CUTTING OR NOTCHING. 9. CUTTING, NOTCHING OR BORING OF FRAMING MEMBERS SHALL BE IN ACCORDANCE Tills 9k...5o from the xaai.t SHALL NOT �� rs ce r D i li 0 WITH CBC 2001. WALLS/FLOORS CONTAINING DRAIN, WASTE AND VENT PIPES, GAS AND/OR ELECTRICAL PIPING CONDUIT SHALL COMPLY WITH CBC 2001. 10. TWO (2) LAYERS OF GRADE "D" PAPER 9FELT) OVER PLYWOOD SHEAR WALLS. BUILDING: 1. ALL DOORS AND SWINGING WINDOWS SHALL BE WEATHER STRIPPED. 2. ALL METAL WINDOWS AND SLIDING GLASS DOORS SHALL BE IN COMPLIANCE WITH ANSI STANDARDS A1341 OR Al342. 3. ALL GLAZING INSTALLATION SHALL COMPLY WITH TITLE 24 OF ENERGY CONSERVATION REQUIREMENTS. 4. EXIT DOORS & ESCAPE WINDOWS MUST BE OPERABLE FROM INSIDE WITHOUT SPECIAL KNOWLEDGE OR USE OF TOOLS. 5. ROOFING MATERIALS TO BE CLASS "C" MINIMUM, ROOF PITCH IS 1/4" PER FOOT. LIGHT rVENTILATION: 1. ROOMS USED FOR LIVING, SLEEPNG,OR COOKING PROVIDED WITH NATURAL •, EQUAL TO ONE OF FL OOR - AREAWITH a : OF i Si ROOMS2. r FOR LIVING, SLEEPNG, EATING OR COOKING SHALL BE PROVIDED WITH NATURAL VENTILATION EQUAL 15 • 3. BATHROOMS, r SIMILAR.O* SHALL• NOT LESS THAN 1 OF ••- AREA OR 1.5 SQ.FT.it PROVIDE . ; VENTILATION WITH A MIN. OF 5 AIR CHANE 3ES PER HOUR. DISCHARG POINT SHALL BE 3' r • NEAREST • • EMERGENCY ESCAPE OR RESCUE WHICH SHALL OPEN DIRECTLY TO AN OPEN YARD. THE MIN. NET CLEAR AREA OF THE WINDOW SHALL HAVE 5.7 SQ.FT. WITH A MIN. WIDTH OF 20. AND a MIN. HEIGHT OF ABOVE FINISHED FLOOR. EVERY5. ROOM BE PROVIDED WITH SHALL HEATING FACILITIES CAPABLE OF MAINTAINING1 `•• TEMPERATURE OF I DEGREES AT ANY POINT XABOVE FLOOR. SMOKE6. A DOOR IS NOT PERMITTED FROM THE GARAGE TO ANY BEDROOM. 7. EXTERIOR DOORS REQUIRE AN EXTERIOR LIGHT FIXTURE AND A LANDING. 8. WHEN APPLYING STUCCO OVER PLYWOOD, THE MOISTURE BARRIER SHALL CONSIST OF TWO LAYERS OF GRADE "D" PAPER, MINIMUM. 9. DETECTORS SHALL INSTALLED IN AREAS ACCESS TO SLEEPING ROOMS ON OR NEAR THE CEILING, IN EACH SLEEPING ROOM, IN EACH STORY OF A MULTIPLE STORY DWELLING AND WHERE CEILING HEIGHT EXCEEDS THE HALLWAY HEIGHT BY 24." HARDWIRED/BATTERY BACKUP/AUDIBLE ALARM. } HABITABLE t SPACES i SHALL HAVE 1 CEILING HEIGHT OF NOT LESS THAN f ALL OTHER ROOMS SHALLHAVE . 1 {^ikx �.,�.�n � 'w.r �. ... .x., ,v..•..x ,.,....!!».Ps ,...ss.%�z.. .cr..�t ..vm s. s'nc • i t • ar-•• a:• •r i 1 AS REQUIRED FOR FORCED AIR UNIT. 13. PROVIDE A MIN. OF TWO 3/4" HOSE BIBS, ONEREADILY ACCESSIBLE TO THE FRONT AND ONE READILY ACCESSIBLE TO THE BACK, PROVIDE ANTI -SYPHON DEVICE. 14. DETAILS OF - y • 11 : ! y i 1•rr4 a •i' t r'•i i• :, •' •• ri. •` , i ':• *yr a r i r `ii 1 • ii j • 1 y:i i t : a �•• l r 1` y ►� r w •w r' • y 1 •rw•• i 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. NOTES:SECURITY SLIDING1. a DOORS AND WINDOWS LESS THANf FT ABOVE AVAILABLE FOR USE BY THE PUBLC SHALL BE CAPABLE OF BEING LOCKED SECURELY. MOVABLE PANELS SHALL NOT BE EASILY REMOVED FROM THE FRAME. it ".i•r r••r ` • ! •`.. i ' i. •' ' :. . ► r t: a !•i : i r 1r `!r• t ! • • ! : # i i 7r a TAERi : 1 i • 1 1*• !•ir ', T6E ■r r y• }' r r•i r 1 BE EQUIPPED WITH i ! lr.i 6. NON -REMOVABLE PINS SHALL BE USED IN PIN TYPE HINGES THAT ARE ACCESSIBLE FROM OUTSIDE r•h` IS CLOSED. 7. UNFRAMED GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN 112" 8. NARROW FRAMED GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN • ANY 1 THAT • + ! WITHIN tl OF • DEVICE ON i. rii' SHALL BE FULLY TEMPERED OR HAVE APPROVED METAL :yr SCREENS it DOORS. NORTH 10. 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 CENTERS AROUND THE PERIMETER AND SHALL BE SECURED FROM THE INSIDE WITH A SLIDE BAR, SLIDE BOLTS, AND/OR PADLOCK WITH A HARDENED STEEL SHACKLE. ALL OTHER OPENINGS LARGER THAN 96 SQUARE INCHES WITH A DIMENSIN IN EXCESS OF 8" SHALL BE SSECURED BY METAL BARS, SCREENS, OR GRILLS. (EXCEPTION: NON-OPENABLE SKYLIGHTS). 11. A DEVELOPMENT THAT INCLUDES 3 OR MORE DWELLING UNITS SHALL BE PROVIDED WITH FULLY ENCLOSED GARAGES. GARAGE SPACE FOR EACH TENANT SHALL BE SEPARATED BY PARTITIONS OF 3/8" PLYWOOD OR EQUIVALENT WITH STUDS SET NO MORE THAN 24 INCHES ON CENTER. MECHANICAL: ATTIC FURNACES AND COOLING EQUIPMENT SHALL COMPLY WITH THE FOLLOWING: - HAVE AN ELECTRICAL OUTLET AND A LIGHT FIXTURE (CONTROLLED BY A SWITCH AT THE ACCESS POINT) AT THE FURNACE. - PROVIDE A 125 V 15- OR 20-AMP RECEPTACLE OUTLET FOR SERVICE. iEDw a. II , ! BUILDING DEPARTMENT NOTES SCOPE OF WORK: DEMO 209 SQ.FT. AND BUILD 453 SQ.FT. 1ST FLOOR ADDITION AT REAR OF EXISTING RESIDENCE. CONDITIONS OF APPROVAL: CODES USED: 2001 C.B.G., C.P.C., C.M.C., C.E.C., AS AMENDED BY STATE OF CALIFORNIA AND LOCAL JURISDICTION ARE APPLICABLE TO THIS PROJECT. OCCUPANCY: R-3 U-1 CONSTRUCTION TYPE: V - N (R-3 & U-1) LOCATION ON PROPERTY: WALL <5' ONE HOUR CONST. NO OPENINGS SHAFTS: ONE HOUR BUILDING AREA: ALLOWABLE AREA: R-3 1323 SF R - UNLIMITED U-1 192 SF U - 1000 SF OCCUPANT LOAD: N/A EXITS REQUIRED: N f A SEPARATE PERMIT REQUIRED FOR FENCES. A-1.1 SITE PLAN ROOF PLAN A-2.0 EXISTING FLOOR PLAN & DEMO PLAN A-2.1 FIRST FLOOR PLAN A-3.1 ELEVATIONS A-4.1 SECTIONS D01 DETAILS S-1.0 STRUCTURAL NOTES S-1.1 FOUNDATION PLAN S-1.2 FRAMING PLAN SDO1 STRUCTURAL DETAILS - FOUNDATION SD02 STRUCTURAL DETAILS - FRAMING I M01 I T-24 CALCS & FORMS ALL ROOF LINES, ROOF MATERIAL AND WINDOWS TO MATCH. LEGAL DESCRIPTION: TRACT:• BLOCK• • ADDITION ! THE TOWNOF i ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP IECORDED IN CITY RECORDS. PROPERTY ADDRESS: 2011 S. BROADWAY ST, SANTA ANA, CA, 92704 OWNER: PACIFIC MAINTENANCE & REPAIRS, INC. 2109 S. WRIGHT ST., SUITE 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 1079 SF PROPOSED LIVING AREA 453 SF DEMO LIVING AREA -209 SF TOTAL LIVING AREA 1323 SF EXISTING PORCH 98 SF EXISTING GARAGE 192 SF TOTAL STRUCTURE AREA 1613 SF LOT SIZE SQ.FT. 6250 SF LOT COVERAGE 25.8% REAR YARD AREA 2322 SF FRONT HARDSCAPE AREA N/A FRONT LANDSCAPE AREA N/A �r AUDGINS DESIGN 27587 PASEO SEGOVIA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 EMAIL: hudginsdesign@oox.net Elm # o )v t vowswnts" wi_ c+n, .nd PROPERTY OWNER: PMR, Inc. 2109 S. WRIGHT ST-, #F SANTA ANA, CA, 92705 TEL: 714.754.4111 (W) PROJECT ADDRESS: 2011 S. BROADWAY ZONE: R1 APN: 015-067-03 LEGAL DESCRIPTION: TR 289 BLK Q LOT 9 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 24 OCT SUBMITTAL NO.2 SCALE: AS NOTED JOB NO: DATE: 10.15.05 DRAWN BY: LEADER / ARROW —4— BREAK LINE SYMBOL INTERIOR ELEVATION MARK INTERIOR ELEVATION MARK NTERIOR ELEVATION MARK NEW GRID INDICATORS EXISTING GRID INDICATORS TYPICAL DETAIL INDICATOR Detu/i Number Sheet Where Drawn + DIMENSION POINT 73 \ */ WINDOW TYPE � A) LOUVER TYPE EQUIPMENT NUMBER - 4PARTITlON TYPE INDICATOR xx x m%[E PARTITION TYPE SHEET I Ll DOOR AND/OR RELITE NUMBER ROOM NAME & NUMBER FLOOR HEIGHT TRANSITION SPOT ELEVATION r-----� REMOVE WALL NEW WALL EXISTING WALL ALIGN FLOOR MATERIAL TRANSITION Eli BUILDING SECTION INDICATOR � ALIGNMENT SYMBOL -� -� E� 320' O^ `� ~^ VERTICAL ELEVATION NARK FF w«u xscrzow /wozcxTne A2 06 ALIGN MATCH LINE INDICATOR / ANGLE SYMBOL J^4 EXTERIOR ELEVATION INDICATOR C CENTER LINE SYMBOL --/ R[vISlDN NUMBER ' � DIAMETER SYMBOL FLOOR F]m[%x TYPE ..... ~----~ � CONCRETE BLOCK WALL H8DD STUD WALL - %E[ FRAMING PLANS FOR SIZE CONCRETE BLOCK WALL - 3HR. RATED WOOD STUD DIVISION WALL --- SE[ ALSO GENERAL NOTES AND DETAILS STEEL STUD WALL �� MIN. STC 5O SOUND WALL SEE ALSO GENERAL NOTES ON SOUND | | TRANSMISSION CONTROL AND DETAILS ,!I HUDGINS DESIGN GROUP, In TEL: 949.322.7922 FAX: 949.488Z94O EMAIL: hudginsdesign@cox.net PROJECT INFORMATION PROPERTY OWNER: PIVIR, Inc. PROJECT ADDRESS: xmoS.onomzwm/ ZONE: Rl |QAPm 0115-067-03 LEGAL DESCRIPTION: TRooeaLxo LOT SUBMITTAL SET REVISION DATE SCALE: AS NOTED JOB NO: 05044 SYMBOLOGY &K N�� 0 H PLAN SCALE:i/4" =1LO" � i NOTE: THIS KEY NOTE LIST FOR SHEETS A-2.1 & A-2.2 ONLY. SHALLWRITTEN DIMENSIONS BE VERIFIED ON !: SITE. DISCREPANCIES BE BROUGHT TO THE ATTENTIONOF ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. WINDOW SCHEDULE (L MARK TYPE SIZE FINISH MATERIAL NOTES TEMP. VdIDTH HEIGHT 101 A 5'-0" 4'-0" PAINT VYL. SLIDER; see T-24 for u & schg values N 102 A 5- 0- 4'-0" PAINT VYL. SLIDER; see T-24 for u & schg values N 1031 A 1 2'- 0- 1 4'-0" PAINT VYL. DH/OBS; see T-24 for u & sch -,malttes-.� Y VYy, SLIDER; see T 2_"r u chg values Py DOOR AND FRAME SCHEDULE Boom WON FIRE RATING LABEL �mmm' mmmmmmm�� mmmmmmm�� - m mmmmm MATCH (E) NOTES: 1. INSULATION: HOT WATER PIPE TO BE INSULARTED FROM THE WATER HEATER TO THE KITCHEN. 2. KITCHEN LIGHTING: 50% OF ALL "WATTAGE" MUST BE HIGH EFFICACY (EG. FLUORESCENT). HIGH EFFICACY FIXTURES AND NON -HIGH EFFECICAY FIXTURES MUST BE SWITCHED SEPARATELY. 3. LIGHTING: LIGHTING W BATHROOMS, GARAGES, LAUNDRY ROOMS AND/OR UTILITY ROOMS MUST BE HIGH EFFICACY OR MUST BE CONTROLLED BY A MANUAL -ON OCCUPANCY SENSOR. 4, LIGHTING: LIGHTING IN ALL OTHER ROOMS, INCLUDING HALLWAYS, DINING ROOMS, BEDROOMS, FAMILY ROOMS, MUST BE HIGH EFFICACY; OR MUST BE CONTROLLED BY A MANUAL -ON OCCUPANCY SENSOR; OR A DIMMER. CLOSET SPACE LESS THAN 70 SQ.FT. IS AN EXCEPTION TO THIS REQUIREMENT. 5, RECESSED LIGHTS: RECESSED LIGHTS THAT ARE TO BE INSTALLED IN AN INSULATED CEILING OR CAVITY ARE REQUIRED TO HAVE: a.) A ZERO CLEARANCE INSULATION COVER (1C). b.) TO BE THAT THEY ARE AIR TIGHT c.) T OBE SEALED WITH A GASKET OR CAULK BETWEEN HOUSING AND THE CEILING. 6, OUTDOOR LIGHTING: IF ATTACHED TO A BUILDING IT MUST BE HIGH EFFICACY OR CONTROLLED BY A MOTION SENSOR WITH AN INTEGRAL PHOTOCONTROL. 19 b I+ 1. MEANS OF EGRESS MUST BE CONTINUOUS, UNINTERUPTED AND TERMINATE IN A PUBLIC WAY OR EXIT COURT LEADING TO A PUBLIC WAY. 2. REQUIRED EXIT DOORWAYS SHALL BE NOT LESS THAN 36" IN WIDTH AND NOT LESS THAN 6-8" IN HEIGHT. UBC 1003.3.1.3a. 3. WIDTH OF HALLWAYS INSIDE DWELLING UNITS SHALL BE 36" MINIMUM WIDTH. UBC 1004.3.3.2. 4. MAXIMUM 8" RISE AND MINIMUM 9" RUN. 6'-8" VERTICAL HEADROOM MINIMUM. 5. MINIMUM CLEAR WIDTH OF 36" 6. HANDRAILS TO BE 34" TO 38" HIGH. 7. THE HAND GRIP PORTION OF THE HANDRAIL SHALL BE GREATER THAN 1 1/4" AND LESS THAN 2" IN CROSS SECTIONAL DIMENSION. 8. MAXIMUM CLEARANCE BETWEEN BALUSTERS TO BE LESS THAN 4" 9. HANDRAIL END SHALL HAVE ROUNDED TERMINATION OR BENDS. 10. GUARDRAILS TO RESIST 20#/FT. HORIZONTAL LOAD AT TOP OF RAIL. UBC TABLE 16-B. MAXIMUM CLEAR OPENING LESS THAN 4" 11. GLASS GUARDRAILS REQUIRE ATOP RAIL PER UBC 2406.6 12. EXTERIOR STAIRS AND EXIT BALCONIES SHALL NOT PROJECT INTO AREAS WHERE PROTECTION OF OPENINGS IS REQUIRED PER UBC 1006.2.1 13. PROVIDE 5/8" TYPE "X" DRYWALL ON WALLS AND CEILING OF ENCLOSED USABLE SPACE UNDER STAIRWAYS PER UBC 1006.3.3.9 W03 NEW WALL 1 HOUR SEPERATION WALL B C�� EXISTING WALL -- 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 CMG SEC. 702. 4. CEMENTITIOUS BACKER BOARD TO BE USED UNDER ALL TILE WORK AT ALL SHOWERS AND BATHS TO A MINIMUM HEIGHT OF 70" ABOVE DRAIN INLET. 5. TOILET SPACES SHALL BE AT LEAST 30" WIDE, WITH AT LEAST 24" CLEAR IN FRONT OF WATER CLOSET PER SEC. 2904. 6. BASE MATERIAL BENEATH SHOWER PANS SHALL BE SLOPED TO DRAIN PER UPC SEC. 410.5. 7. ALL NEW GLAZING (FENESTRATIONS) WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THE U-VALUE. & 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. 11D 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 5'4' ABOVE TUB OR SHOWER FLOOR. 15. BATHROOM RECEPTACLES SHALL BE GFCI AND SHALL BE ON A SEPARATE CIRCUIT. m M. m m Im 35 KITCHEN SINK W/ GARBAGE DISPOSAL, W/ AIR GAP FOR DISHWASHER - PROVIDE UNDERSINK WATER PURIFICATION UNIT. BUILT-IN DISHWASHER (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS). PROVIDE AIR GAP AT SINK. 36" CLEAR REFRIDGERATOR/FREEZER SPACE - PROVIDE RECESSED COLD WATER BIB AND SHUT-OFF FOR ICE MAKER. NOTE: WIDTH MAY VARY WITH BUILDER UPGRADE OPTION - VERIFY. - PROVIDE SEPERATE ELECTRICAL CIRCUIT. VERIFY DIMENSIONS MICROWAVE ( WITH MANUFACTURER'S SPECIFICATIONS.) COOK TOP W HOOD AND OVEN BELOW (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS.) TRASH COMPACTOR. DOUBLE OVEN. CUSTOM CABINETS - GC TO PROVIDE SHOP DRAWINGS. CUSTOM LINEN CABINET - GC TO PROVIDE SHOP DRAWINGS. ART NICHE SOFFIT ABOVE HEADER ABOVE LINE OF DROPPED CEILING PRE-MANF. SPA TUB W/ MARBLE TILE SURROUND. CONTROL VALVES TO PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPC SEC. 4107. PRE-MANF. 72"X30" SHOWERITUB WITH CERAMIC TILE SURROUND. CONTROL VALVES TO PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPC SEC. 4107, LAVATORY IN BASE CABINET - GC TO PROVIDE SHOP DRAWINGS. WATER CLOSET TO BE MAXIMUM OF 1.6 GALLONS PER FLUSH. MARBLE TILE SHOWER ENCLOSURE. TILE TO EXTEND FROM FLOOR TO CEILING. CONTROL VALVES TO PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPC SEC. 4107. SHOWER SEAT. MEDICINE CABINET. PAINT GRADE WOOD SHELVING. UTILITY SINK. WASHING MACHINE SPACE - PROVIDE RECESSED BOX FOR WATER AND WASTE CONNECTIONS. 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 1S USED, PROVIDE 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 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 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. 2X6 PLUMBING WALL DOUBLE -SIDED WALL HEATER. SEE T24 CALCULATIONS. OCCUPANCY SEPARATION PER U.B.C. SEC. 302.4 BETWEEN GARAGE (U-1) AND 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. BRBC42) W/ TEMPERED GLASS DOORS, (U.L. #MH6018 VOL. 21ICBO NER 404). HEARTH EXTENSIONS TO CONFORM TO THE CONDITIONS OF LISTINGS AND THE MANF. INSTALLATION INSTRUCTIONS PER UBC 3102.5.2 - SEE DETAIL X/X. DECK W/ STONE FLOORING ON SETTING BED OVER DEXOTEX WATERPROOF MEMBRANE - SLOPE 2% TO DRAIN. DECK DRAIN. GUARDRAIL 36" ABOVE HIGHEST ADJACENT F.F. SEE DETAIL XIX PER PLAN. PRE-MANF. WROUGHT IRON GUARDRAIL - GUARDRAIL TO RESIST A LATERAL LOAD OF 20 POUNDS PER SQUARE FOOT PER CBC TABLE 16-B. GC TO PROVIDE SHOP DRAWINGS. EXTERIOR GRADE RIS PLYWOOD CEILING. WOOD GATE - SEE EXTERIOR ELEVATIONS. 5/8" TYPE "X" GYP. BOARD AT WALLS AND CEILING AT ENCLOSED USABLE SPACE UNDER STAIRS. 12" WOOD STAIR TREAD ISOKERN MASONRY FIREPLACE WITH METAL FLUE - SEE TYP. DETAIL FP-01. 14"X6" GARAGE EXHAUST VENT SCREEN'D AND LOUVER'D 6" ABOVE GARAGE F.F. CONC. PAD AND STAIR PER CITY STANDARDS. FIREPLACE FLUE FROM BELOW. ELEC. METER - PROVIDE ACCESS DOOR TO MATCH TRIM. VEGETBLE SINK W/ GARBAGE DISPOSAL x Y• BAR SINK W/ GARBAGE DISPOSAL. PEDESTAL SINK. PROVIDE MECHANICAL VENTILATION CAPABLE OF PROVIDING FIVE AIR CHANGES 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 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. 10" DIA. TUBE SKYLIGHT. Iff DESIGNER: HUDGINS DESIGN GROUP, In 27587 PASEO SE:GOVIA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 EMAIL: hudginsdesign@cox.net PROPERTY OWNER: PMR, Inc. 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754.4111 (W) PROJECT ADDRESS: 2011 S. BROADWAY ZONE: R1 APN: 015-067-03 LEGAL DESCRIPTION: TR 289 BLK Q LOT 9 REVISION DATE SUBMITTAL NO. 1 24 OCT 2005 SUBMITTAL NO.2 10 JAN 2006 ENE FIRST FLOOR PLAN SCALE: AS NOTED DATE: 01.10.06 O: 0. ie Wf\ ■ PESIGNER: WUDGI 27587 PASEO SEGOVIA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 EMAIL: hudginsdesign@cox.net laig.1viff 0-11" PROPERTY OWNER- PMR, Inc. 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754AI 11 (W) PROJECT ADDRESS: 2011 S. BROADWAY ZONE: RI APN: 015-067-03 LEGAL DESCRIPTION: TR 289 BLIK 0 LOT 9 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 24 OCT 2005 SUBMITTAL NO. 2 10 JAN 2006 4A U13 SCALE: AS NOTED JOB NO: DATE: 01.10.06 DRAWN BY: NOTE: THIS KEY NOTE LIST FOR SHEETS A-4.1 ONLY. 15132" CDX PLWD. OR OSB SHT'G. P.I. 32/16 NAIL 8d a@ 6" EDGE & 12" FIELD l SECT1 A SCALE: 1/4" = 1'-0" 1� ROOF RAFTERS OR TRUSSES PER STRUCTURAL DRAWINGS. SHEATHING PER STRUCTURAL DRAWINGS. 3] RIDGE BEAM PER STRUCTURAL DRAWINGS. 2X CEILING JOISTS PER STRUCTURAL DRAWINGS. 2X FLOOR JOISTS PER STRUCTURAL DRAWINGS. 2X4 STUDS AT 16" OIC. 17.1 2X6 STUDS AT 16" O/C. DBL. 2X TOP PLATES. a 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 (TYR) 16. 2X BLOCKING 17. FLUSH BEAM WITH APPROVED HANGERS. l8. DROPPED BEAM WITH GYP BOARD OVER. l9. CONTINUOUS 4X12 BEAM 20. CONCRETE SLAB I. BUILDING FRAMING SECTIONS REPRESENT APPROXIMATE ARCHITECTURAL RELATIONSHIPS ONLY AND DO NOT NECESSARILY REPRESENT STRUCTURAL ENGINEERING CONDITIONS, CONNECTIONS OR MATERIALS. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL SUPERCEDING STRUCTURAL REQUIREMENTS. REPORT ANY DISCREPANCIES IMMEDIATELY PRIOR TO PROCEEDING WITH WORK. 2. TOP OF RIDGE, MIDPOINT OF RIDGE, PLATE HEIGHTS, NATURAL GRADE HEIGHT, AND ANY OTHER VERTICAL CONTROL DIMENSION SHOW ON SECTIONS OR ELEVATIONS ARE TO BE FIELD VERIFIED BY GENERAL CONTRACTOR WITH A STRING LINE BEFORE ERECTION OF ROOF FRAMING ELEMENTS. DESIGNER IS TO BE NOTIFIED IF THERE ARE ANY DISCREPANCIES OR CONFLICTS WITH PLANNING DEPARTMENT OR HOMEOWNER'S ASSOCIATION BUILDING HEIGHT AND/OR ENVELOPE REQUIREMENTS. GENERAL CONTRACTOR ASSUMES ALL LIABILITY AND COSTS OF LOWERING ROOF FRAMING IF STRUCTURE IS ERECTED BEFORE STRING LINE CONFIRMATIN IS COMPLETED. 3. ALL OPENINGS AROUND GAS VENTS, DUCTS, PIPES, CHIMNEYS, AND FIREPLACES AT THE CEILING SHALL BE FIR EBLOCKED WITH NON-COMBUSTABLE MATERIALS PER UBC 708.2.1(4). 4. PROVIDE FIRE BLOCKING AT 10 FOOT INTERVALS IN CONCEALED SPACES BOTH HORIZONTALLY AND VERTICALLY PER UBC 708.2.1.1. 5. REFER TO FRAMING PLAN FOR SIZE AND SPACING OF ALL STRUCTURAL MEMBERS. 6. REFER TO SHEET T-1 FOR INSULATION REQUIREMENTS. 1. ALL VENTS TO BE COVERED WITH 1 /4" CORROSION RESISTANT WIRE/METAL MESH (1505.3). 2. FRAMER SHALL BE RESPONSIBLE FOR COORDINATING LOCATION TO ACCOMMODATE ALL ATTIC VENTS. PROVIDE4. APPROVED INSULATION DAMS (BAFFLES) MEMBERSWHERE VENT BLOCKS ARE USED BETWEEN ROOF FRAMING ! PREVENT VENT HOLES BEING BLOCKED BY INSULATION. 5. PAINT VENTS TO MATCH TRIM COLOR. ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION CALCULATIONS PER U.B.G. 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 1323 - - - - ( UNIT : SQ. FT. ) B CALCULATE REQ'D NET 635 ---- FREE VENTING AREA: ( UNIT : % IN. ) PROVIDE NET FREE VENTING AREA EXISTING GABLE VENTS (24X12) 100 x 2 1 = 190 SQ. IN. = 200 GABLE VENTS (12X18) 133 x 2 ---- 1 = 133 SO. IN. = 266 DORMER VENTS 135 x 2 ---- 1 = 135 SQ. IN. = 270 TOTAL PROVIDED 736 SQ. IN. ---- D HUDGINS DESIGN GROUP, 27587 PASEO SEGOVIA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 EMAIL: hudginsdesign@cox.net PROPERTY OWNER: PROJECT ADDRESS: ZONE: APN: LEGAL DESCRIPTION: REVISION SUBMITTAL NO. 1 SUBMITTAL NO.2 PMR, Inc. 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754.4111 (W) 2011 S. BROADWAY R1 015-067-03 TR 289 BLK Q LOT 9 DATE 24 OCT 2005 SCALE: AS NOTED JOB NO: 050' DATE: 10.15.05 DRAWN BY: S. MIN. CLA55'A'COMPOSITION ASPHALT SHINS-7LES INSTALL -7/5" EXTERIOR PLASTER 0/ 60 F15ER BATT IN5ULATION EM .. .. .. . PER MANUF. REG. MIN. PAPER BACKED WIRE MESH 2X RAFTERS REFER . . . . . . . . . . .... . . ...... lz . . . .... ..... 50 L5. ROOF FELT TO 5TRUCT. PLANS 5D. . . . . . . . . . . . . . . . . . ............ 1/6' THK. 3 COAT PLASTER 2X 57UI;� WALL FIBER BATT INSULATION FINISH 0/ PAPER BACKED h d . . . . . . . . . . . . . . . . . MTL. LATH. EXTEND UNDER. 1:21, MOISTOP 1/5" EXTERIOR CEMENT FLASHINGPAPER vrp. PLASTER 0/ PAPER BACKED . IX 50LID SHEATHING @ E30AFZD AIRE LATH 0/ M015TOP OVERHAN6,1/2" P"00 FLA5HIN6 ...... . ... JNOOD TRIM TO MATCH .......... . . . ...... . . . . .... . .... .. . . ... . . ........... @ FIELD ..... .......... COMPOSITION SHINGLE STARTER STRIP (2) 2X TRIMMER 5TUD5 DESIGNER: s4axal—is. 24 (SA. (SALV. MTL. RAIN GUTTER AT JAMB CONDITION, FACTORY PRIMED AND PAINTED. 4X HEADER AT HEAD CONDITION ROOD TRIM TO MATCH HUDGINS DESIGN GROUP, Inc SUPPORT TO OCCUR @ 36" 0.0 PER STRUCTURAL 27587 PASEO SEGOVIA SAN JUAN CAPISTRANO, CA 92675 116 TEL: 949.322.7922 z FAX: 949.488.8940 26 CA. fl EMAIL: hudginsdesign@cox.net - wn- DRIP 0 x z 4X HEADER AT HEAD C7ALV. MTL. < :z < 2X CEILIN(9 FLASHING woIY O F�� X .JOISTS ^HE WOOD TRIM TO AT.JCONE)ITIONAM5 CONDITION PER TRIMMERS OCCURS MATCH EXISTING,SLIDIN6 GLASS STRUCTURAL PA6.5 _ INSUL. PER SEAL 6 STAIN, DOOR FRAME INSTALL PER "'��\/IiL.UoAINPON FRAME ENERGY REPORT— - MFGR'S. SPECS. 2X RE5AAN FASCIA, INSTALL PER MF&R'S. SPECS INT. FIN15H 5=-E PLAN FOR DIM SEAL 4 STAIN. REFER TO DETAIL Icl/POI FOR, ADDITIONAL FLASHING REQUIREMENTS. REFER TO DETAIL 141/D01 FOR ADDITIONAL FLASHING REQUIREMENTS. Oft r%,ovm& 100& NTH 17 T`T`P I ( ' ;`A L EAVE @ 9 SL. GLzi. DOOR 511=11-oll 5 W INDC� W HEAD/JAaMAB 511=11-011 1 C 0' ICI V". F R A M I N G" HEAD/JAMt'ms% PLYN000 5HTC-7. of MIN. CLA55 A COMP. VINYL WINDOW ASPHALT 5HINOLF5 FRAME SET FLANGE2x RAFTERS @ lb" INSTALL PER MANUF. REG. SLIDING I57LA55 A/ SEALANT INSTALLATION N071=-5: 0.6. PER PLAN 0/ 30 LB. ROOF FELT POOP, FRAME INSTALL PER 1ST: ATTACH 12" MOISTOP FLASHING 20 IL 4TH FLUSH ALONG THE BOTTOM OF THE OPENING. THE LENGTH OF THE "51MP50N" A35 @ 1611 0 6 0 1 :C r TO FALL A MIN. or 12" BEYOND FLASHINISMUST BE LONG ENOUGH F-N_ THE Ofr=NIN6 ON BOTH 51VES 50 THAT IT 15 BEYOND THE TWO SLIDING (9LA55 DOOR SILL VERTICALS THAT ARE ATTACHED PROVIDE BITUMINOUS 2NP IN STEP 2. COATING ON SILL FOR 12" M015TOP FLASHING PAPER 'N'l 2ND: ATTACH FLASHING ALONG THE SEPARATION OF ALUM. $ 1771 STAPLED To ROUGH SILL, LAP &if VERTICAL51DE5 Or THE OPENING CONCRETE OR OTHER DOWN AND EXTEND b" TO EA 511;IE FLUSH WITH THE EDGE, MAKING �kFLIGYP. WOOD TRIM TO MATCH SURE THAT ITS OVER THE BOTTOM AN FOR DIM APPROVED MEASURE TO 150LATE AND PROTECT PER BOARD >< HORIZONTAL STRIP. LENGTHT OF THE FLA5HIN(5 MUST BE LONG E.N. UBC, SEC. 2504 (C). DBL. TOP PLATE ENOUGH TO FALL A MIN. OF 12" CONO. STOOP. SLOPE -7/5" EXTERIOR PLASTER OVER BEYOND THE OPENING ON TOP EXTEND PLASTER UNDER AWAY FROM POOP, GRADE 'D'60 MINUTE BUILDING 0 AND BOTTOM 50 THAT IT 15 PAPER AND METAL LATH BEYOND THE HORIZONTAL PIECE 2x 5TU05 16" O.G. TUCK BUILDING PAPER UNDER L THAT 15 ATTACHED IN STEP 4 6 4 4 WINDOW FLANGEi AFTER THE WINDOW15 PLACED 4 IN THE OPENIN6. 4 MNERAL IMPREGNATED FIBER BATT IN5UL. 5R,V! INSTALL THE WINDOW PLUMB AND SQUARESMOOTH PLASTER FIBER EXFAN51ON 5TRIP w >. BY PRE55IN6 THE NAILING FLANGE FINISH, TYPICAL F051TIVELY INTO A CONTINUOUS BEAD OF SHEAR HALL PER PLAN MATERIALS SPECIFIED: STH SEALANT WHICH EXTENDS AROUND THE 2X STUD WALLCONCRETE SLAB PER STRU(:,T. %off MOISTOP FLASHING PAPER. AND BOTTOM AND VERTICAL PERIMETER OF "SUPER JUMBO TEX" 60 MINUTE PAPER THE WINDOW ui MANUFACTURED BY 4TH: ATTACH THE 4TH STRIP OF FLASHING REFER TO DETAIL 1411DOI FOR ADDITIONAL FLASHING REQUIREMENTS.FORTIF15ER CORPORATION LAST, OVERLAPPING AND SEALED A&AIN5T PORTLAND, ORE(SON THE FULL HEIGHT OF THE OUTER FACE 0 "51TUTHENE" ICE AND IoNATER, SHIELD OF THE TOP NAILING FLANGE WITH A 0 CONTINUOUS BEAD OF SEALANT. OUT mow& 0 0% R FLASHING SUFFICIENTLY -all SL. UL%^m U ONF& U I-oll vw -all z MANUFACTURED 5*1' TYPICAL BAR%G*`E @ =1 2 ui 0 W% COMPANY THE TOP PIECE OF FLA5' 4 0% 1 ff 1-1/2 < N.R. GRACE AND C LONG 50 THAT IT WILL EXTEND PAST THE ■ 1 6 WINDOW SILL CAMBRUD6E, MASS. EPC5E5 OF BOTH STRIPS OF SIDE FLASHING UONV. FR&AMING 0 THRESHOLD SHEET METAL WHERE SPECIFIED TYP- 5TH: STARTING AT THE BOTTOM OF THE WALL SECURE INDEPENDENT SECTIONS, SHALL BE INSTALLED PER, 5MACNA LAP THE APPROVED BUILDING PAPER OVER RECOMMENDED SPECIFICATIONS THE WEEP SCREED (WHERE OCCURS) AND OF VENT PIPE TOGETHER AND GYP. BD.Z NOTE. PROVIDE SOLID BACKING UP THE WALL IN WEATHERBOARDFASHION, ANCHOR AND SUPPORT OFFSETS TO ADJACENT FRAMING MAINTAINING EXTERIOR PLASTER 0/ TO SUPPORT MOISTOP PAPER. WITH A 2" MIN. OVERLAP. INSTALL THE DOOR HEADER- VINYL AINI20N FRAME SET FIRST COURSE THAT INTERSECTS THE REQUIRED CLEARANCES PAPER BACKED WIRE MESH it FLANGE N1 SEALANT STAPLE PERIMETER OF WINDOW OPENING BENEATH THE SILL STRIP SEE 5TRUCT. MOISTOP TO FRAMING MEMBERSFLA5HINrz, WITH THE 5U55EOUENT COURSES 11, FROM OUTSIDE EDGE TO ABOVE APPLIED OVER THE FLASHING —12" AIDE M015TOP FLA5HINC7 PREVENT WIND PAMA6E. THRE5HOLD 1/21, BHIM----\ uj ANCHOR STRAPS AT UPPER PAPER BEHIND TRIM A&W Ao AND LOWER THIRDS, OF FLOOR 5HT'O. I ir VERTICAL DIMENSION OF WATER HEATER W I N D 0' W F L A %`3" H I N G NTH 19 WATER HEATER INSTALLATION NOTES 15T: INSTALL 6.1. PAN ALONG THE BOTTOM OF THE OPENINGS IF THE INSTALLATION 4TH 15 OVER A000 FLOOR. SEE PAN DIAGRAM FOR DIMENSIONS. 2ND: ATTACH 12" M015TOP ALONG THE VERT— ICAL SIDES OF THE OPENING, FLUSH WITH THE EDGE, MAKING SURE THAT IT IS OVER PER PLAN . _y INTERIO STYLE . AITH 60 MIN. BLD6PAPER ve?,, EXTERIOR PLASTER 0/ CONCRETE SLAB CASING GRADE '0' (50 MINUTE 5LDC7 z D_ < qr� 0 ��PER PLAN PAPER AND METAL LATH. WOOD TRIM TO MATCH < z 0 (5) 2X FRAMIN6 vi BITUTHENE G.I. FLA5HINC7 0/ STUCCO MOULD L r\ INTEGRAL OR APPLIED WOOD STUCCO MOULD &"(P. BD. INTERIOR FINISH Cp A0OP DOOR FRAME Z JU v ENTRY DOOR PER D_ < I DOOR SCHEDULE q) REFER TO DETAIL Icl/P01 FOR ADDITIONAL FLASHINGREGUIREMr-NT5. FOR TYPICAL NOTES SEE DETAIL I AND la ON THIS SHEET. PROJECT INFORMATION PROPERTY OWNER PMR, Inc. THE BOTTOM FLASHING. LENGTH OF 2109 S. WRIGHT ST., #F f%_ R It, .44.0-0z"A"IN f%. SANTA ANA, CA, 92705 ANCHORED 1 1-011 5 = I — 0 r% TEL: 714.754.4111 (W) FLASHING MUST BE LONG ENOUGH TO PLATFORM ww ww FALL A Mlhl� Or 12" BEYOND THE OPENING. 1114i u 11 EXT. D*K"% AD/JAMro% 7 WINDUW JAMb FUb t ON TOP AND BOTTOM 50 THAT IT 115 THRESHO"'LD gri BEYOND THE TOP HORIZONTAL PIE -CC THAT z PROJECT ADDRESS: 2011 S. BROADWAY 15 ATTACHED IN STEP 4 AFTER THE DOOR 13 5/811 TYPE X GYP. ZONE: RI 5RD 15 PLACED IN THE OPENING. PLYWOOD PLATFORM &.olLr. r APN: 015-067-03 5RD: INSTALL THE DOOR PLUMB AND SQUARE INTERIOR WALL FIN15H FIBER BATT INSULATION EXTERIOR DOOR LEGAL DESCRIPTION: TR 289 BLK Cl LOT 9 B`( PRES&ING7 THE NAILING FLANGE ANCHORED TO PER ENER&Y NOTES PER SCHEDULE 2ND P051TIVEL-Y INTO A CONTINUOUS BEAD OF STRUCTURE 2ND SEALANT WHICH EXTENOS THE FULL LENGTH j= BEAM PER PLAN OFFSET STUDS AND OF THE VERTICAL OPENING ED&P-5. NAIL 2X OR 5X 1,1000 FRAMED WALL THE FLAN6E TO THM5TUDS. SILL PLATE AS PER STRUCTURAL SUBMITTAL SET 4TH: ATTACH THE FOURTH STRIP OF FLA5HINS REQUIRED TO WOOD POOR FRAME REVISION DATE LAST, OVERLAPPING AND 5EALFD AGAINST ACCOMOPATE SHEAR :f—EXTERIOR CEMENT PLASTER THE FULL HEIGHT OF THE OUTER FACE OF THE TOP NAILING FLANGE WITH A ELEVA"nON PANEL. OVER METAL LATH OVER ALUMINUM THRESHOLD SUBMITTAL NO. 1 24 OCT 2005 CONTINUOUS BEAD OF SEALANT. CUT NON-METALLIC SPACER MINIMUM I LAYER OF GRADE ALUMINUM IN BED OF MASTIC THE TOP PIECE OF FLASHING SUFFICIENTLY I" MIN. P.T.D.F. SILL PLATE D BLDIS. PAPER AT ALL SUBMITTAL NO. 2 LONG SO THAT IT WILL EXTEND PAST THE PER STRUCTURAL VERTICAL WALLS, 2 LAYERS 15T r=P6MS OF BOTH STRIPS OF SIDE f=LASHIN&. STUDS A/ ANCHOR. BOLTS, AT ALL SOLID 5HEATIN6 5Ti+ NAIL FRAME 4" FROM EACH END AND 51ZE AND 5PACIN6 161, O.C. TO STUDS. PER STRUCTURAL TOP OF SLAB I/4"/FT MAX. FORRIM- 0LANDING AREA ONLY ---2(o MIN. G.I.IWEEP SCREED A/ HOLES AT 11 O.r TYP. SLOPE TO DRNN 4 AWAY FROM DOOR 5/61, X 311 LAGOPENIN6 PER PLAN BOLT AT EACH EN1";) PER 4-' let E 4' NOTE: PROVIDE 50LID 5ACKIN6 FOUNDATION 4 4 4. .4 �l v TO SUPPORT M015TOP PAPER. STRUcT. STAPLE PERIMETER OF "51MP50N" A35 ANCHOR 4 NANOZAL IMPREGNATED MOISTOP TO FRAMIN6 MEMBERS -FIBER EXPANSION STRIP I" FROM OUTSIDE EDGE TO 1 1/2" AIDE 16 RAGE6ALV. NOTE: SEE 2001 O.R.C. 4 4 4 <4 GRADE LINE PREVENT WIND DAMAGE. METAL STRAP ENCIRCLIN DOUBLE J015T 4, THE WATER HEATER AND SECTION 510 FOR PER PLAN 4 - SHEET METAL WHERE SPECIFIED TYP. ANCHORED TO THE WALL ADDITIONAL REQUIREMENTS 4. 4 CONCRETE STOOP SHALL RE INSTALLED PER SMACNA FRAMING AT THE TOP AND DETAILS 26 &A.&J. PAN RECOMMENDED SPECIFICATIONS BOTTOM 143 OF THE WATERPLAN NOTE. 15TIPZAF SHALL BE SEE 5TRUGT. FOR CONCRETE SLAB PER 5TRUCT. INSTALLED PRIOR TO DOOR INSTALLATION. 4. ABOVE CONTROLS, LOCATIONS. SCALE: AS NOTED JOB NO: 05044 ANY REQUIRED ENERGY BY SHEET METAL CONTRACTOR HEATER. KEEP STRAP 4" MINIMUM INSTALLED IN A MANNER J015T5 PER PLAN SHEAR WALL < WHICH WILL NOT DEPRESS INSULATION BLANKET. REFER TO DETAIL 20/1;101 FOR ADDITIONAL FLASHING REQUIREMENTS. DATE: 10.15.05 DRAWN BY: S.H. -all -all WATER HEATER ___ ... ......... . . . . . . . . . . . . DOOR FLASHING NTS�(�N75 16 ROUGH OPENING N.T.S. 12 EXT.PLASTER SCREED EXT. DOOR T H R ES% H 4 .. ....... ........ .............. ......... . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ................... ............... %*-4 %5 E IS MAIC TIES - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . ......... . Lu (I l< lu �Lz 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 EXPENSIES 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. GENERAL 1. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS NOTED OTHERWISE. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. 3. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO THE DETAILS SHOWN FOR THE RESPECTIVE MATERIALS. 4. PROVIDE OPENINGS & SUPPORTS FOR MECHANICAL EQUIPMENT, DUCTS, PIPING, VENTSM ETC. AS REQUIRED. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL OPENINGS AND EQUIPMENT NOT SHOWN ON STRUCT- URAL. ALL SUSPENDED EQUIPMENT TO BE PROVIDED WITH APPROVED LATERAL BRACING. 5. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 2001 CALIFORNIA BUILDING CODE (CBC). 6. CONTRACTOR MUST VERIFY ALL DIMESIONS AND SITE CONDITIONS BEFORE START WORK. ENGINEER SHALL BE NOTIFIED OF ANY DESCREPANCIES. 7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUC- TURE. UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTIONS OF PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR THE SAME. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT/ENGINEER DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT/ ENGINEER, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING 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 ..................... ................................. Li360 5. MINIMUM TOP CHORD SHALL BE 2x4 UNLESS NOTED OTHERWISE 6. ALL CONNECTORS SHALL BE ICBO APPROVED AND OF ADEQUATE STRENGTH TO RESIST ALL STRESSES DUE TO THE LOADINGS AS OUTLINED IN NOTE 3 ABOVE 7. CROSS BRIDGING AND/OR BRACING SHALL BE PROVIDED AND DETAILED AS TO ADEQUATELY BRACE ALL JOISTS. SPECIFIED BY MANUFACTURER. 8. LOADS: AS SHOWN ON DRAWINGS PARALLAM "PSL" BEAMS AND HEADERS 1. ALL BEAMS AND HEADERS NOTED AS "PSL" SHALL BE MANUFACTURED/ ENGINEERED BEAMS FROM TRUSS JOIST MAC MILLAN IN ACCORDANCE WITH LC.B.O. REPORT No. NER 481 2. MINIMUM DESIGN PROPERTIES AS FOLLOWS: E = 2.Ox10 PSI F(b = 2900 PSI F(V) = 290 PSI MICRiOLLAM "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 @ 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. 32 STAIRS, HANDRAILS, GUIDERAILS, AND LANDINGS, 3.3 ELEVATOR GUIERAILS, RELATED SUPPORTS, AND CONNECTIONS. 3.4 SUPPORTS AND CONNECTIONS FOR PIPES, SPRINKLERS, AND WASTE LINES, DUCTS, CONDUITS, SUSPENDED CEILINGS, SOFFITS, LIGHTS, ELECTRICAL EQUIPMENT, AND MECHANICAL EQUIPMENT. 3.5 LADDERS, GATES, AND METAL GRATING 3.6 PRECAST ELEMENTS. 3.7 VENEER ANCHORAGE SYSTEMS. 3.8 ANY STRUCTURE THAT IS NOT SHOWN ON THE STRUCTURAL DRAWINGS BUT IS REQUIRED BY OTHER DISIPLIBES SUCH AS ARCHITECTURAL MECHANICAL, ELECTRICAL, LANDSCAPE, ECT. 1. NO PIPES OR DUCTS ARE TO BE PLACED IN CONCRETE SLABS OR WALLS UN- LESS SPECIFICALLY DETAILED. 2. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33 3. STRENGTH OF CONCRETE SHAL BE AS FOLLOWS: FOUNDATION 150 PCF F'C = 2,500 PSI AT 28 DAYS SLABS ON GRADE 150 PCF F'C = 2,500 PSI AT 28 DAYS WALLS, PEDESTALS 150 PFC F'C = 2,500 PSI AT 28 DAYS 4. REBAR LAP SPLICES PER DETAIL 5. SPLICES IN HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED...3" 6. MINIMUM CONCRETE COVERAGE; THE FOLLOWING MINIMUN CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE. SLABS ON EARTH............................................................CENTER OF SLAB CONCRETE BELOW GRADE, FORMED.......................................................3" CONCRETE BELOW GRADE, UNFORMEND ( POURED AGAINST EARTH) 7. DOWELS FOR WALLS SHALL BE THE SAME SIZE SPACING AS THE WALL REIN- FORCEMENT AND SHALL LAP WITH THE WALL REBAR AS NOTED ABOVE UNLESS NOTED OTHERWISE. 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 FOR #3 AND SMALLER AND GRADE 60 FOR #4 AND LARGER. WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A706. 9. ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO THE POURING PF ANY CONCRETE OR GROUT. 10. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPR U.N.O. IN SOILS REPORT WITH A WATER/CEMENT RATIO LESS THAN 0.40 STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A992 2. ALL FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST STANDARD EDITION OF THE RISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 3. NO FIELD CUTTING OR BURNING OF STRUCTURAL STEEL SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/STRUCTURAL ENGINEER 4. ANCHOR BOLTS AND UNFINISHED BOLTS SHALL CONFORM TO ASTM A307 5. ALL WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS USING PROPER E70xx APPROVED COATED RODS AND PERFORMED BY CERTIFIED WELDERS. ALL FABRICATION AND WELDING SHALL BE PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR. WELDING MAY BE PERFORMED IN THE SHOP OF AN ARC PROCESS WITH AUTOMATIC WELDING (SAW-1). LOW HYDROGEN ELECTODES SHALL BE USED IN WELDING OF REINFORCING BARS. 6. ALL PIPE SHALL CONFORM TO ASTM A53 GRADE "B" (35 KSI) 7. ALL TUBE SHALL CONFORM TO ASTM A500 GRADE "B" (46 KSI) 8. MANUFACTURER SHALL SUBMIT COMPLETE SHOP DRAWINGS TO THE ARCHITECT/ STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. 9. ALL STEEL SHALL BE FABRICATED BY A CODE APPROVED FABRICATOR. MASONRY 1. ALL CONCRETE BLOCK SHALLCONFORM TO ASTM C90, GRADE N-1. USE OPEN END BLOCK AS REQUIRED TO ACCOMMODATE VERTICAL REINFORCING. 2. LAP ALL BARS A MINIMUM OF 40 BAR DIAMETER (2" - 6" MINIMUM) AT SPLICES UNLESS NOTED OTHERWISE. 3. ALL MASONTY SHALL BE REINFORCED GROUTED MASONRY. GROUT SOLID ALL CELLS. 4. SPLICES OF HORIZONTAL REBAR IN WALLS SHALL BE STAGGARD. 5. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIXE AND SPACING AS THE WALL OR COLUMN REINFORCEMENT AND SHALL LAP WITH THE WALL OR COLUMN REBAR AS NOTED ABOVE. 6. ALL REINFORCEMENT, BOLTSM ETC, SHALL HAVE A MINIMUM BROUT COVERAGE OF 3/4", PROVIDE 1" GROUT ALL AROUND EACH BOLT BETWEEN BOLT AND BLOCK SHELL. 7. MORTAR SHALL BE TYPE "S" AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH AT 28 DAUS OF 1800 PSI AND MIXED IN THE PROPORTIONS OF 1 PART PORTLAND CEMENT TO 112 TO 1/4 PARTS LIME PUTTY TO 21/2 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 GRAVED 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.... . ............................ ....................................... NOA 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) (INCHES) 8d 1 1/2 0.131 10d 1 5/8 0.148 16d 1 3/4 0.162 20d 2 118 0.192 6. USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL BY THE PROJECT ARCHITECT OR STRUCTURAL ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVED IN 5/16" PLYWOOD. IF NAIL HEAD PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMYM ALLOWABLE EDGE DISTANCE ARE NOT MAINTAINED THE PERFORMANCE WILL BE DEEMED UNSTATISFACTORY. 7. ALL BEAMS SHALL HAVE POST OR MULTIPLE STUDS BELOW w/ SIMPSON "PC" OR "EPC" CAP, TYPICAL U.N.O. 8. PROVIDE SIMPSON "LU" HANGERS AT ALL JOIST CONNECTIONS 9. PROVIDE SIMPSON "HU" HANGERS AT ALL BEAM CONNECTIONS, TYP. U.N.Q. 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 1132" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. ALL BOLTS SHALL HAVE STANDARD CUT WAHSER UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 20. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF SHEATHING PLASTER, ECT. 21. STUDS MAY BE BORED TO 20 % OF WIDTH MAX EXCEPT INTERIOR NON -BEARING STUDS WHICH MAY BE BORED TO 60 % OF THE WIDTH MAX, BORED HOLES SHALL BE LOCATED @ CENTER OF STUD WIDTH. 22. IN NO CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 1" TO THE EDGE OF A STUD, CEILING JOIST SCHEDULE SIZE SPACING MAX. SPAN PLASTER MAX. SPAN GYP BD 2x4 16" O.C. 8' - 0" 10, - 0" 2x6 16" O.C. 12'. O" 16- 0" 2x8 16" O.C. 16' - O" 20' - 0" NAILING SCHEDULE 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.G. TOP PLATE TO STUD, END NAIL. .................................... .................. ...... -.2-16d STUDTO SOLE PLATE..................................................................................................4-8d DOUBLED STUD FACE NAILS. ..... ....... .................. .................... ........... 16d AT 24" Q.C. DOUBLED TOP PLATES. FACE NAILS.. . . ... ...... ............. .............. ...... .......... 16 d AT 16"O.C. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL ............ ..................... ....... ........... .2-16d CONTINUOUS HEADER, TWO PIECES.................................................2 ROLLS 16d AT 16" O,C. CONTINUOUS HEADER TO STUD, TOE NAIL ... ............ ....... ................ ................... ........... 4-8d CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL ........................... ........................ ....3-16d 1" X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL............................................2- 8d WIDER THAN 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL .............................. ........ 3- 8d 1" BRACE TO EACH STUD AND PLATE, FACE NAIL ............ ................................... .......... ..2-8d BUILT UP CORNER STUDS...............................................................................16d AT 24" O.C. BUILT UP GIRDER AND BEAMS.........................................................................20d AT 32" O.C. AT TOP AND BOTTOM AND STAGGARD...................... ........ ........ ......... ........................... 2- 20d AT ENDS AND AT EACH SPLICE " 2" PLANKS ............... ........................ ......................................... ...................... .............2-16d AT EACH BEARING JOIST OR RAFTERS TO SIDES OF STUDS EIGHT (8) - INCH JOIST OR LESS. .... ............ ................................... ........ _3-16d FOR EACH ADDITIONAL FOUR (4) INCHES IN DEPTH OF JOIST .... ....................... ........1-16d.,. JOISTS OR RAFTERS AT ALL BEARINGS, TOE NAILS, EACH SIDE ... 2..................................2-10d BLOCKING BETWEEN JOISTS OR RAFTERS TO JOISTS OR RAFTERS - TOE NAILS, EACH SIDE, EACH END. . ........... ............ .2- 1 Od 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 Lu l DESIGNER:. HUDGINS DESIGN GROUP, 27687 PASEO SEGOVIA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.399.7922 FAX: 949.488,8940 EMAIL: hudginsdesign@cox.net PROJECT INFORMATION PROPERTY OWNER: PMR, Inc. 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754.4111 (W) PROJECT ADDRESS: 2011 S. BROADWAY ZONE: R1 APN: 015-067-03 LEGAL DESCRIPTION: TR 289 BLK Q LOT 9 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 24 OCT 2005 SUBMITTAL NO.2 lot SCALE: AS NOTED JOB NO: DATE: 10.15.05 DRAWN BY: DESIGNER: SA-16-4:4�i HUDGINS DESIGN GROUP, Inc 27587 PASEO SEGOVIA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7999 FAX: 949.488.8940 EMAIL: hudginsdesign@cox.net PROPERTY OWNER PMR, Inc. 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754.4111 (W) PROJECT ADDRESS: 2011 S. BROADWAY ZONE: RI APN: 015-067-03 LEGAL DESCRIPTION: TR 289 BLK 0 LOT 9 (SUBMITTAL SET I REVISION DATE SUBMITTAL NO. 1 24 OCT 2005 SUBMITTAL NO. 2 10 JAN 2006 FOUNDATION PLAN SCALE: AS NOTED JOB NO: 05044 DATE: 01.10.06 DRAWN BY: A 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. EXISTING I ADDITION I (Trp) EXISTING ( ADDITION m G P i ST F RAM A SCALE: 1 /4n = 1- On HANG R SFF- I F I COIAT I ONS GEILIN6 JOISTS `SIMPSON" HANGER JOIST SIZE JOIST SPAN FAGE TOP 2x12 < 26'-O" U210 JB212 2xIO < 24'-0" LU2& JB210 2x& < 21'-0" LU526 JB28 2x6 < 16'-O" LU526 JB26 2x4 <10-0" U24 HU24TF HAN(5F-R SFF-G IF I C�)AT IONS ROOF RAFTERS "SIMP5ON" HANGER J015T SIZE JOIST SPAN FACE TOP i 2x12 /y < 23'-011 U210 JB212 2x10 < Iq-0" LU2& J5210 2x8 < 15-0" L_U526 JB28 2x6 < II'-0" LUS26 JB26 HANGERS TO BE SKEHED/SLOPED AS REQUIRED HAN6 5F C� I F I C A T I ONS FLOOR JOISTS "SIMPSON" HANGER J015T SIZE J015T SPAN FACE TOP STEEL TJI FRO550 < 25'-0" MIU4q 117411.55 ITT411.25 TJI PR0250 < 20'-0" IUTII ITTII.88 ITTI1.25 2x12 DJ < 15'-0" U210 J6212 JB210 2x10 DJ < 10'-O" LU528 JB210 LB2b ROOF SHTG. TO BE 1/2" EXTERIOR GRADE PLYWOOD (32/I6) w/ 5d @ 6" O.G. BOUNDARIES 4 PANEL EDGES, � 8d @ 12" O.G. IN FIELD. U.N.O, ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE: GOVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. N07E5 THE UNINCORPORATED AREA OF THE COUNTY 15 GONSIDERED TO BE A "5PEGIAL WIND REGION." ALL ROOF FA5TENER5 SHALL BE INSTALLED PER MANUFACTURER'S IN5TRUGTIONS. ALL FASTENERS TO RESIST HIND LOAD OF NOT LE55 THAN 8O MPH O.G. BLDG. ORD. #386q SEE DETAIL: 15/0-12 ROOFING MANUFACTURER TO PROVIDE SAMPLES OF COLORS AT JOB 51TE FOR ONNER AND D.G.A. APPROVAL PRIOR TO ORDERING OF MATERIALS. PROVIDE 6.1. METAL FLASHING AT ALL ROOF 4 NALL INTERSECTIONS. PROVIDE 6.1. METAL FLASHING AT ALL VALLEYS. SEE GENERAL NOTES � 5PEGIFIGATION5 FOR ADDITIONAL FRAMING 4 MATERIALS NOTES. ALL RIDGE HEIGHTS ARE TO TOP OF FINISH ROOFING MATERIALS. HATGHIN0 INDIGATES "CALIF." ROOF FRAMING. SHADED AREAS INDICATE INTERIOR BEARING HALLS, BEAMS OR FULL HT. SHEAR HALLS BELOH, PROVIDE 2x6 KIGKER5 FROM BEARING POINTS 4 HALLS BELON TO HIPS, VALLEYS 4 RIDGES @ 45 DEG. ANGLE MIN. TT 1 G \' NT N07 SEE SHEET A-4.1 FOR ATTIC, VENT NOTES BEARING AALL5 2x4 STUDS Cap 16" O.G. MAX. HT.: 3x4 STUDS @ 16" O.G. MAX. HT.: 10'-0" 2x6 STUDS @ 16" O.G. MAX. HT.: 14'-O" 2x8 STUDS ta3 16" O.G. MAX. HT.: 16-O" NON -BEARING NALL5 2x4 STUDS @ 16" O.G. MAX. HT.: W-O" 2x3 STUDS @ 16" D.G. MAX. HT.: 14`-O" 2x6 STUDS (9 16" O.G. MAX. HT.: 20'-0" UTILITY GRADE STUDS SHALL NOT BE SPADED MORE THAN 16" O.G., OR SUPPORT MORE THAN ONE ROOF AND 6EILIN6, OR EXGEED 5'-0" IN HEIGHT FOR EXTERIOR AND LOAD BEARING HALLS, OR 10'-0" IN HEIOHT FOR INTERIOR NON -BEARING HALLS. ALL PLUMBING HALLS TO BE 2 x 6 STUDS MIN. STUD MAX. HEIGHTS PER U.B.G. TABLE 23-1-R-3. ASTRU--SHEAR PANEL PER 5GHEDULE ENGINEERS SHEAR HALL # PER S.N CTURAL CALGULATlONS L- 1 -i - - PANEL LENGTH A --MOMENT FRAME SHEAR PANEL SHEAR PANEL LOCATION # -- BEAM ELEVATION PER 5GHEDULE ON PLAN BEAM # PER ENGINEERS GALC5. BEAM/JO15T LINE - --x BEARING POINT FROM ABOVE ON BEAM QED JOIST/RAFTER SPAN, TYPE AND SIZE PER 5GHEDULE GANTILEVERED JOISTS 2x6 STUDS @ 16" O.G. INTERIOR BEARING HALL CONTINUED F05T FROM AE30VE //I^E3 BUILDING SEGTION REFERENGE LETTER 12 BUILDING SEGTION SHEET NUMBER 2 DETAIL REFERENCE NUMBER D4 DETAIL SHEET NUMBER 1. USE "51MP5ON" HANGERS OR APPROVED EQUAL AT JOISTS HANSINO FROM BEAMS, AND AT ALL BEAM TO BEAM GONNEGTIONS PER PLAN. 2. BEAMS AND HEADERS LARGER THAN 4x10 TO BE SUPPORTED AT EAGH END WITH A 4x P05T OR LARGER, BEAMS AND HEADERS 4XI0 OR SMALLER TO BE SUPPORTED AT EAGH END BY DOUBLE STUDS EXGEPT AS NOTED ON PLANS. 3. PROVIDE "TJI-550" OR EQUAL BELOW WALLS EXGEPT A5 NOTED OTHERN15E ON PLAN5 t� GOMPO5ITE TRU55 FLOOR FRAMING. PROVIDE "TJI" BLOGKIN6 BELOW WALLS PERPENDIGULAR TO JOISTS. 4. PROVIDE DOUBLE J015TS BELOW NON -BEARING, AND TRIPLE JOISTS BELOW BEARING WALLS EXGEPT AS NOTED OTHERNI5E ON PLANS @ 2x STANDARD FLOOR FRAMING. BOND 2x'5 KITH 2-16d R.5. NAILS @ 24" O.G. ALTERNATE SIDES. SOLID BLOGK BELOW WALLS PERPEN- DIGULAR TO JOISTS. 5. FIREBLOGK ALL DROPPED AND SOFFITED CEILINGS, TYPICAL. 6. PROVIDE RAFTER TIES @ 45" O.G, IN LOWER 1/3 OF ATTIC 5PAGE NHERE CEILING JOISTS ARE NOT PARALLEL TO ROOF RAFTERS. -7. ALL FRAMING HARDWARE TO BE "SIMPSON 5TRON6 TIE ING." OR APPROVED EQUAL. 5. WHERE DBL. TOP PLATES ARE BROKEN OR INTERRUPTED PROVIDE MIN. Val' THK.x 1-1/2" WIDE METAL TIE STRAPS, LAP ALL TOP PLATE SPLIGE5 MIN. 4'-O". q. ALL UNSPEGIFIED HEADERS TO BE MIN. 4x4. 10. ALL POSTS 4x4 AND LARGER TO HAVE 'SIMPSON" A-35 EACH SIDE OF POST TO TOP AND BOTTOM PLATES U.N.O. ON PLANS. 11. ALL PLUMBING WALLS TO BE MIN. 2x6 STUDS. 12. 6LUED-LAMINATED BEAMS SHALL BE MARKED AN51/AITG STANDARD AIgO.I. 13. PROVIDE FIELD INSPEGTOR 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 CONTINUOUS ACROSS OTHER WALLS, POPOUT5 OR FURRING, APPLY SHEAR PANEL PRIOR TO OTHER FRAMING TO PRESERVE SHEAR WALL CONTINUITY. 16. STRUCTURAL OBSERVATION PER 5EGTION 1-702 OF THE GBG SHALL BE PROVIDED NHEN 50 DESIGNATED BY THE ARGHITEGT OR ENGINEER OF RECORD OR, WHEN SUCH OBSERVATION 15 5PEGIFIGALLY REQUIRED BY THE BUILDING OFFICIAL. li. LAG BOLTS: PROVIDE LEAD HOLE 40% - 70% OF THREADED SHANK DIA. AND FULL DIA. FOR SMOOTH SHANK PORTION. SHEAR PLYWOOD 4 NAILING PER ALLOWABLE SILL NAILING WALL # U.B.G. TABLE 23-1-K-1 SHEAR IA5" 5TU000 0/ PAPER LATH w/ 16 GA. AbBACKED STAPLES @ 6110.G. AT T4B IbO PLF 16d @ 8" O.G. PLATES, EDGE OF SHEAR WALL AND ON FIELD 5TRUGT. II PLYWD. A5A5" w/ 8d @ b"O.G. BOUND. 4 260 PLF Irod @ roll O.G. EDGE5 4 12"0.6. FIELD 3/9>115TRUGT. 11 PLYWD. A w/ Od @ 4"0.G. BOUND. 4 34q PLF Ibd @ 4" O.G. EDSE5 4 12"0.6. FIELD STRUGT. 11 PLYWD. 20d @ 3" O.G. A318" w1 8d @ 3110.G. BOUND. 4 4qO PLF OR 112" DIA, LA6 ED6E5 4 12"0,6. FIELD BOLTS AT 16" O.G. STRUGT. it PLYWD. 20d @ 2-1/2" D.G. A31&" w/ 8d rot 2"O.G. BOUND. 4 630 PLF OR 112" DIA. LA6 E06E5 4 12"O.G. FIELD BOLTS AT 12" O.G. 15/32" 5TRUGT. 11 PLYWD. 20d @ 2" O.G. 14 w1 IOd @ 2"O.G. BOUND. 4 7y0 PLF OR 112" DIA. LA6 6 EDGE5 4 12"O.G. FIELD BOLTS AT 10" O.G. 1aI32" 5TRUCT. 11 PLYWD. 20d @ 2" O.G. A w/ IOd @ 2"O.C. BOUND. 4 510 PLF OR 112" DIA. LA6 6 EDGE5 4 12"O.G. FIELD BOLTS AT 6" O.G. AINDICATES SHEAR WALL NOT INCLUDED IN 5TRU6T. DE516N FOR SHEAR PANELS 11, 12,13 4 14 PROVIDE MIN. 3x BOUNDARY MEM5ER5 4 SILL PLATE (350PLF) w/ 5TAG6ERED NAILING @ BOUNDARIES 4 EDGES, THE-1'AX. HEIGHT TO WIDTH RATIO FOR SHEAR WALL5 15 2:1 UNBLOCKED SHEAR HALL5 ARE NOT PERMITTED. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF A HALL 4 NAIL SPAGNG 15 LE55 THAN roll O.G. PANEL JOINT5 SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE MIN. 3x W/ NAILS ON EACH SIDE 5TAGGERED. SILL NAILING SHALL BE HALF THAT 5PEGIFIED IN TH15 SCHEDULE AND STAGGERED w/ MIN 3x SILL PL. (1). ALL STUDS SHALL BE 5PAGED @ I6" O.G. (2). ALL NAILS FOR PLYWOOD SHALL BE GOMMON OR SHORT NAILS UNO. (3), ALL NAILS SHALL BE 5TA66ERED HHERE NAILS 5PAGED 2" O.C. (4). ALL FIELD NAILS TO BE 10d @ 12" O.G. (5). ALL LA6 BOLTS SHALL HAVE 1-1/2" MIN. EMBEDMENT INTO SUPPORTING HOOD MEMBERS. (b). ALL 20d NAIL HOLES SHALL BE PREDRILLED. 1-11 TOP OF BEAM ® TOP OF J015T5 [ 2] TOP OF BEAM @ BOTTOM OF JOISTS F-31 TOP OF 2x NAILER o TOP OF JOISTS ETOP OF 2x NAILER @ BOTTOM OF J015T5 F-51 BOTTOM OF BEAM @ BOTTOM OF GLG. JOISTS 1-61 BOTTOM` OF BEAM J' TOP*OF PLATES aTOP OF BEAM @ '' -OP OF PLATES TOP OF BEAM @ BOTTOM OF BEAM # Iff 27687 PASEO SEGOVIA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 EMAIL: hudginsdesign@cOx.net PROPERTY OWNER: PROJECT ADDRESS: ZONE: APN: LEGAL DESCRIPTION: REVISION SUBMITTAL NO. 1 SUBMITTAL NO.2 PIVIR, Inc. 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754.4111 (W) 2011 S. BROADWAY R1 015-067-03 TR 289 BLK O LOT 9 DATE 24 OCT 2005 10 JAN 2006 NOTEDSCALE: AS #C NO: ! i DATE: 01.10.06 !' in SO. 4Y4 POST 314"COXT&G PLYWOOD SHEATHING W/ 10d @ 6" O.C, AT EDGES AND ID"O.C. IN FIELD - PJ. 32/16, GLUE -2x6 Rl @16- O.C. -SIMPSON HUS46 -4A BLOCKING - 66T EA. SIDE .4x4 POST PT. DF. SIMPSON PBS44A (OR SIM) CONCRETE PIER (2) #4 BARS BOTH WAYS BOLT emaErHENT INTO 00WIRM MODEL DIA. LENGTH MIN, EMBED. 55TE!46 5/6" rr 12" 55TE320 5/6" 21 " 161, 5ST524 5/5" 25" 201, 55TB7 7/5'. 241" 24' SOLT FOR HOLDIPOHNS HOLDOOM BOLT # H02A 5STBI6 H05A SSTB20 HDbA 56TE326 H06A 55T528 HVIOA 55T52f8 1014A � 1 1/4" 0 A.B. W 36" MIN. EMBED.� 2 3/4" TO EDGE- VS_HvST5 N.T.S. POST PER PLAN '�51MP50N" HD PER PLAN N/ 55T5 BOLT PER SCHEDULE 2x SILL PLATE GONG. FOOTING, PER FOUNDATION PLAN SIMPSON STAB BOLT OR G5 PER PLAN SLAB PER. -` FOUNDATION PLAN (IF APPLICABLE) PAD PER FOUND. PLAN RE -BAR, PER PAD SCHEDULE SM-ECT11ON TAEgJ=- MODEL I I -POUR 2-POUIR. Mrr2& SST516 95TB20 HIP 2A SSTBI& SSTE320 HIP 5A S5TB20 9STB24 HD 6A 55T52& 55TE334 21/2' C 012 142' HIP &A 55TB2&1 55TE04 HDIOA 55TE32&1 55TB34 IQ 1 va % ' C . � - &' �p' - - ----- '�All 7 lz _R PLAN NOTE: DEEPEN FTC? AS REQUIRED TO OBTAIN ANCHOR EMBEDMENT AND CONCRETE COVER 2X STUDS PER PLAN K/ AB.S PER SHEAR WALL CONCRETESLAB PER FOUNDATION PLAN E.N. X—. X PM 15/4" MIN.,, RE -BAR TOP 4'BOTT x CONT. PER PLAN ij r CONC. FOOTING PER FEW. M-AN FOUNDATION PLAN FTG REINFORCED SIMPSON HOLDOWN STAB BOLT w MIAT (E) RAISED FLR EXTERIOR FTG MIN DBL STUDS 0 END OF SHEAR PANEL HD PER PLAN 1/2" EXPAN510N JOINT AL Or SILLPLATE CONCRETE DRIVEWAY CONCRETE GARAGE 51-AB (E) CONC. SLAB OVER E. FOOTING PER FOUNDATION PLA11--. PER FOUNDATION SLAB Ilk V HL43 o' TIES v 12" O.C. —2_#4 BARS cow. a TOP 6 5TM. 3" EDGE DISTANCE SIMPSON SET EPDXY RR #252lq rm PL I aiLo I i A- 0 ! !�. NEW 2X STUD I 4A _L EX15T 2x 5TUO ]AIAL.L. NEW COW- 5LAB 6 FTC, I-V #4 DokeL5 o TOP 4 507T. X15T CONC, 51-AJ 9 FT6 ai EMBEDED kV "EPDXY" ............ .......... . ........... ........ ... z < 00 00 C19.0 �o 1?b rie, MIN. EPDXY EMBEDMENT AT EXISTING PTO. NOTE: SPECIAL INSPECTION REQUIRED PER C5C SEC 1'701 ook rM' E. FTG. TO N. FTLjm CONN. 5/5" DI& X 12" AT 46" O.C. MIN. AT %EAR WALL SEE FDN PLAN 4 SHEAR WALL SCHEDULE FOR BOLT SIZES AND SPACING ANCHOR BOLT MAY BE E REPLACED W '�51MFWN" ET22 SHEAR WALL PER PLAN H 5/8" tP SPACED TO MATCH 56H. ON FOUNDATION PLAN w/ MIN. b" EMBEDMENT INTO EXIST. FOOTING. INSTALL PER MANUFACTURERS SPECS. 1.75" MIN. EDGE DISTANCE EXISTING CONCRETE SLAB TO CENTER OF A. BOLT fl �,7 t[r"15TIN6 FOOTING 20 16 N8 ANCHOR BOLT (E) FDN.--- FLYWOOD —'- WHERE OCCURS (E) 2X STUDS NEW SLAB PER FOUNDATION PLAN 16, a. EX15TIN6 CONCRETE 51-AD E.N. x x— #4 BAR 31-oll O.G. EMBEDDED 6" INTO E. FTS'. W 3/4" DIA. HOLES BY q LONG FILL W/ EPDXY PER MANUF SPED. EXTEND16" INTO NEW SLAB. pm �LAN -"EXISTING, GONG. FOOTING PROPOSED EXISTING CONDITION SCOOP FTu. TO (E) SLAB FDN. PLYWOOD WHERE OCCURS E, 2x BLOCK-- 4" CONC. SLAB Wt- 6IX6"-#10/#10 W.W.M. LINO 6 MIL. VISQUEEN 01 Z'SAND BASE SHEET METAL TO - COVER E, WOOD #4 BAR @ 24- D.C. EMBEDDED 8" INTO E. FTG. USE 34' HOLES BY 7* LONG - FILL W/ EPDXY. 2X STUDS PER PLAN H/ A.5.'5 PER SHEAR WALL CONCRETE SLAB PER FOUNDATION PLAN E,Nl� Qp )0�'—=X—l_ 0 _x RE -BAR TOP 4 BOTT CONT. PER PLAN COW-. FOOTING PER FOUNDATION PLAN Ill M. STUDS PER PLAN INTERIOR FIN15H GARAGE F11115H P.TDF, SILL K/ ANCHOR BOLT PER FOUNDATION PLAN 3/5" EXPANSION JOINT GARAGE SLAB PER FOUNDATION PLAN CONCRETE SLAB PER FOUNDATION PLAN _#3 ookc-Ls 0 2 POUR COLD JOINT llIII 1 0/4' RE -BAR TOP I BOTT GONT. PER PLAN. PM PLAN STUDS PER PLAN 6ARAC7E INT. FINISH EXTERIOR FIN15H P.T.D.F. SILL W/ ANCHOR E. 2A STUDS @ 16' O.C. BOLT PER FOUNDATION PLAN 6.1. METAL WEEP SCREED A36's 16" : FINISH GRADE D.C. 5/&"EXPAN51ON JOINT GARAGE 5LAD PER E. SHEATING FOUNDATION PLAN MIN 154 X E. FLR. JOISTS L! IIIIIIIIII 71� 12 SCOOP FTG. TO (E) RAISED FDN. w RE -BAR TOP 4 BOTT r Q A CONT. PER PLAN E. FOOTING P—M PLAN DIMENSION NOTE w 61, MIN PER I STORY 6" MIN PER 2 STORY IV 8 I-oll GARAGE FIG 11 =1 4 t I DESIGNER: LL HUDGINS DESIGN GROUP, Inc 27587 PASEO SEGOVIA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 EMAIL: hudginsdesign@cox.net PROPERTY OWNER-. PMR, Inc. 2109 S. WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754.4111 (W) PROJECT ADDRESS: 2011 S. BROADWAY ZONE: RI APN: 015-067-03 LEGAL DESCRIPTION: TR 289 BLK 0 LOT 9 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 24 OCT 2005 SUBMITTAL NO. 2 ai 4 M A STRU CTU rxt-%L D ETAI LS AS NOTED JOB NO: 05044i DATE: 10.15.05 DRAWN _vORVq;ItrlK 5HT6. 'LAN ONE 5/8" MIN. EDGE DIST. MAX BORE 60 % OF WIDTH 2x4 - (2 118- DIA HOLE) 2x6 - (3 3/16" DIA. HOLE) �5/8" MIN, EDGE DIST, MAX NOTCH 40 % OF WIDTH 2x4 - (13/8' DEEP NOTCH) 2x6 - (2 1/8' DEEP NOTCH) W. NIN-BEARING WALL NOTCHNG N117TH MAX BORE 40 % OF WIDTH 2x4 - (1 3/8' DIA. HOLE) 2x6 - (2 1/8" DIA HOLE) MAX BORE 60% OF WIDTH ON DBL. STUDS. NO MORE THAN 2 PER DBL. STUD 2x4 - (2 1/8- DIA. HOLE) 2x6 - (3 3/16" DIA HOLE) MAX NOTCH 25% OF WIDTH 2x4 - (7/8' DEEP NOTCH) 2x6 - (13/8' DEEP NOTCH) * STUD LEFT SHALL BE SOUND WOOD, & HAVE NO KNOTS, BREAKS, SPLITS, EXCESSIVE SLOPE OF GRAIN, ETC. EXT. OR BE WALL NOTCHM WALL NOTCHING NTS 19 TITLE HANGER PER PI -AS Um MIN. (b)-Ibd NAILS TO K A& A& ff-MIZAW �MM_ MIN. (0-16d NAILS TO FA (EACH 2x B t. 2. ROOF RAFTERS PER PLANS 3. EDGE NAILING 4. SIMPSON MSTA24 5.4x BEAM PER STRUCT- PLANS 6.(3) 2X4 STUDS 7. DBL, TOP PLATES pf-ma, MIN. MAIL TO F (EAC JOISTS PER F WALL PER PL 17FRIOPE FINIGH A 2x CRIPPLES a 1611 O.C.- 2x SOLID BLOCKING (EXCEPT WHERE ENDS OF JOISTS ARE NAILED TO A HEADER AND/OR RIM JOIST OR TO AN ADJOINING STUD OR BY OTHER APPROVED MEANS). z w IU HEADER PER PLAN---/ 0 15r z 0 a cv'5111',;SON" 5Tb224 ®EACH CORNER OF OPENING- L= 10 0 ta� KING STUD ------ --- TRIMMER STUD, 2 �-_4x SOLID BLOCK 0 FIRST STUD BAY HATCHING INDICATES SHEAR WALL PER PLAN 4x R.O. SILL NOTCHES NOT PERMITTED \-'Y WITHIN MIDDLE 1/3 SPAN NOTCHES WITHIN 1/2 BUT BORED HOLES ARE BORED HOLES ALSO SPAN EACH END PERMITTED PERMITTED FLOOR JOIST NOTCHING NTH 20 TITLE N.T.S. 16 STRAPPED) WDwww N.T.5 5TS PER PLAN RIDGE BEAM OR BOARD PER PLAN "SIMP50IN" A35F AT EA SIDE OF P05T 4x KING P05T PER PLAN 'SIMPSOWA-35 AT EA Sim OF POST STUD WALL PER PLAN DBL STUD BELOW K.P. HVIR OR BEAM WHEN OCCURS PER PLAN AKING P05T GONNEGTION AT 2X STUD NALL 2X PIARtLIN - SAME SIZE AS RAFTER - (2) l6d's MIN. 2X4 0 4'-0" O.G. W (4) lbdo MIN.-, EQ. 5T22 a 5211 O.C. ROOF SHT6. PER PLAN DN" HANGERS AM PER PLAN 5T22 a 5211 O.G. ROOF SHT6. x FLYHP ROOF SHT6 ol RAFTERS PER PLAN E.N. zzol, "SIMPSON" A35 MIN. (5)-Ibd 0 .32 " O.C. NAILS AT JST x TO RIFTR. x "SIMPSOIN" A35 x PER SCHEDULEEN. C-L6 J9T5 PER PLAN 5H15AR WALL. M> R PLAN DBL. TOP PLATE 2x 5TX75 a 16" O.C. PER PLAN ARD PER PLAN 5 SHEAR TRANSFER @ EAVE RIDGE BEAM OR BOARD PER PLAN "SIMPSON" A�15f= AT EA SIDE OF POST 4x KING P05T PM PLAN "SIMPSON" A35 AT EA SIDE OF P05T Da_ C.J. OR BEAM WHEN OCCURS MR PI -AN 0=_R "SIMPSON' A35 SPAGIN6 0 TOP PLATE, U.N.O. ON PLANS SHEAR WALL # PANEL ONE 51DE PANEL TWO 50155 NONE 3211 O.G. q 20' O.G. 105" O.C. 10 14" O.C. 11 1.00' O.G. II 11,10.0. 5.51,016. 12 6" O.C. 45' O.C. 14 0.r- e2l,"� O.G. i If] pie] I ilk gog ol **,I Eel ig fel 27587 PASEO SEGOVIA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.79" FAX: 949.488.8940 EMAIL: hudginsdesign@cox.net PLykv ROOF SHT6 o/ RAFTERS PER PLAN L-1'5'MP6ON" ,, A35 PER "SIMPSON" A35 SCHEDULEPER SCHEDULE E.N. DBL. TOP PLATE SHEAR WALL PER PLAN 2x STUDS a 16" O.C. u w >m t-l— 2x STUDS o ib- O.G. gm" KINO P05T GONNEGTION SHEAR WALL PER PLAN tJ AT 2X GEILINO J015T N.7.5. SHEAR TRANSFER 6 0 ROOF 5f4T6 o/ ER5 PER PLAN .2X NAILER W (2) EVERY E. RAFTER bd 0 EA. SIDE 16d TOE -NAIL. YloO ROOF SHT6 9OF RAFTERS CONT,:2X NAILER I-V (2) Ibd a EVERY E. RAFTER 4 (1) Ibd @ EA. SIDE W (1) Ibd TOE -NAIL. E. PLYWV ROOF SHT6 - 2X RIDGE BEAM � 2x ROOF RAFTERS PER STRLCT. PLAN (a) lbdls - ONE TOE -NAIL MIN. ONE EACH SIDE DBL. TOP PLATES INTERIOR BEARING HALL PER 5TRIJOT. PLAN v NOTE, 1. USE 4X4 BRACE FOR LEN6TH5 0/ 6-0" W5PArIN6 a 4'-0" NOTE: 2. DETAIL NOT APPLICABLE FOR ROOF PITCH LE-95 THAN 4d2 12 Ru0F PURLIN N.T.S. 115IMP50N" A55 SPACINGa TOP PLATE, U.N.O..N.O. ON PLANS 0 ROOF 5f4T6 o/ ER5 PER PLAN .2X NAILER W (2) EVERY E. RAFTER bd 0 EA. SIDE 16d TOE -NAIL. YloO ROOF SHT6 9OF RAFTERS CONT,:2X NAILER I-V (2) Ibd a EVERY E. RAFTER 4 (1) Ibd @ EA. SIDE W (1) Ibd TOE -NAIL. E. PLYWV ROOF SHT6 - 2X RIDGE BEAM � 2x ROOF RAFTERS PER STRLCT. PLAN (a) lbdls - ONE TOE -NAIL MIN. ONE EACH SIDE DBL. TOP PLATES INTERIOR BEARING HALL PER 5TRIJOT. PLAN v NOTE, 1. USE 4X4 BRACE FOR LEN6TH5 0/ 6-0" W5PArIN6 a 4'-0" NOTE: 2. DETAIL NOT APPLICABLE FOR ROOF PITCH LE-95 THAN 4d2 12 Ru0F PURLIN N.T.S. 115IMP50N" A55 SPACINGa TOP PLATE, U.N.O..N.O. ON PLANS SHEAR WALL # PANEL ONE SIDE PANEL THO SIDES NONE 321, O.G. — q 20' O.G. 105" O.C. lo 14" O.G. 7,01 O.C. 11 11" O.C. 5.51, O.C. 12 W O.C. 45" O.G. 13 1" O.G.14 6' O.C. 115IMPSONII AA35 SPACING a TOP PLATE, U.N.O. ON PLANS SHEAR PANEL PANEL WALL # ONE SIDE TP40 SIDES NONE 32" O.C. ot :20" O.G. lovo.a. 10 14" O.C. IDII O.C. 11 Ir O.G.O.G.I 13 55. O.G..-11, O.C. 14 611 D.G. r i Itmi;ljli ;l SIMPSON" A35 PER SCHEDULE ISIMP50NII A35 SPACING a TOP PLATE, U.N.O.-LAN r i Itmi;ljli ;l SIMPSON" A35 PER SCHEDULE ISIMP50NII A35 SPACING a TOP PLATE, U.N.O.-LAN SHEAR HALL # PANEL ONE SIDE PANEL T4O '11, ES q 201, O.G. lo.S.- or-. 10 14" O.C. 11.01, O.G. II [III O.C. 55"O.G. 12 61, O.C. 45" OC 13 *71, D.C. 14 6" O.C. - W z 2 ui �C u 0 RAFTERS PER PLAN glk.AwA 00% Lu v i IPLYP0 ROOF SHT6 o/ uj ■�` lul`Z E.N. O� DBL. TOP PLATE CRIPPLE HALL zNEW 2x STUDS a 16" O.G. 0 2ot Ckl , SHEAR WALL PER PLAN 0 z CN V NEW CRIPPLE HALL q _,x STIJL-* a I&, O.G. l "o E. ClEILIN6 JOISTS ��dfioll PER PLAN SHEAR WALL PER PLAN CONTINUOUS TO RAFTER z CEILING JOISTS NEW ABOVE E.N. N PER PLAN EX15EXISTING5EL& E.N. _05L. TOP PLATE EX15TIN6 STUDS o 1611 O.C. SHEAR HALL PER PLAN A35 PER SCHEDULE PROJECT INFORMATION PROPERTY OWNER PMR, Inc. 2109 S. WRIGHT ST., #F SAWA ANA, CA, 92705 3 TEL: 714154.4111 (W) PROJECT ADDRESS: 2011 S. BROADWAY ZONE: Rl APN: 015-067-03 RAFTERS PER PLAN LEGAL DESCRIPTION: TR 289 BLK 0 LOT 9 2X BLOCKING PLYIAV ROOF 9HT6 ol SUBMITTAL SET ---- - --- - REVISION DATE EX SUBMITTAL NO. 1 24 OCT 2005 05L. TOP PLATE SUBMITTAL NO. 2 A35 EACH END CONTINUOUS 2x STUDS a 16" O.C. NO BREAK a 01-6. SHEAR HALL PER PLAN 91 CONTINUOUS TO RAFTER CEILING JOISTS PER PLAN BLOCKING S0 A TRUCTUINI-IL DETAILS SCALE: AS NOTED JOB NO: 05044 DATE: 10.15.05 DRAWN BY: S.H. Component Type (Wall, Roof, Floor, Slab Edge, Doors) Frame Type (Wood or Metal) Cavity Insulation R-Value Continuous Insulation R-Val____ Assembly U- factor (for wood, metal frame and mass assemblies) Joint Appendix IV Reference Roof Radiant Barrier Installed Yes or No Location Comments (attic, garage, typical_,et �,) CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2of5) CF-IR Project Title Date $1,11C t(,V_W�cl M_ I j*L-Ljj),*,0S Fenestration #/Type/Pos, Orien- (Front, Left, i tation, Rear, Right, 'NIS, E, 1 W Skyli4ht) Area (fi?) 1 U-factot2 U-factor Source3 SH 4 GC Exterior Shading/OverhangS6, 7 SHGC v1 box if WS-3R is , included Source 0 0 12 0 0 0 ❑ Heating Equipment Type and Capacity �furnace, beat pump, boiler, etc,) Minimum Efficiency (AFL or HSPF) Distribution Type and Location j Duct or Piping ducts, attic, etc.) R-Value f Thermostat Configuration i (spht or pickage) Cooling Equipment Type and Capacity (A/C, heat pump, evap. cooling) Minimum Efficiency (SEER or EER) Duct Location (attic, etc.) Duct R-Value I Thermostat Type Configuration (split or package Name: 1 Name: Title/tirin: L -,L� mnt4s _-j JD Title/Firm: __ Address: A UA,1 Address: n ;,I Z*Yt 421 -7 • OQ47 IS' Telep lt,4 Telephone, License #: (signature) _ (date E (signature) A /&X (date) K Seated Ducts (all climate zones) (installer testing and certification and HERS rater field Verification required.) ❑ TXVs, readily accessible (climate zones 2 and 8-15 only) Installer testing and certification and HERS Rater field verification required.) ❑ Refrigerant Charge (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater field verification required.) Check box if system meets criteria of a "Standard" system. Standard system is one gas -fired water heater per 0 dwelling unit. If the water heater is a storage type, 50 gallons is the maximum capacity and recirculation system is not allowed. ❑ Check box when using Preapproved Alternative Water Heating table, Table 5-4 in Chapter 5 in the Residential Manual. No water heating calculations are required, and the system complies automatically. Check box if system does not meet criteria of "Standard" system, and does not comply with the Preapproved ❑ Alternative Water Heating table, In this case, the Performance Method must be used and must be included in the submittal. Check box to verify that a tirric control is required for a recirculating system pump for a system serving multiple units Rated Energy Tank Input) Tank Factor' or External Water Heater Distribution Number (kW or Capacity Thermal Standby' insulation IyPelu_el T e Type ja§ystem Btulhr) (gallon Efficiency Loss (%) _jL_Value Water Heater Type Distribution Type Number in System Rated Inputs (kW or Btulhr) Tank Capacity (gaq2ps) Energy Factors or Thermal Efficiency Standby Loss (I/Io) Tank External insulation R-Value nESCRIPTION \LA Desi-ner Enforce -nient L Building Envelope Measures: i § I 50(a): Minimum R- 19 in wood frame ceiling insulation or equivalent U-factor in metal frame ceiling, 1:1 0 §150(b): Loose fill insulation manufacturer's labeled P -Value: Minimum R 13 wall insulation in wood framed walls or equivalent U-factor in metal frame walls (does not apply to exterior mass walls). §150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U-factor. § 1 50(c): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs, 1. Masonry and factory -built fireplaces have: a. closeable metal or glass door covering the entire opening of the firebox b, outside air intake with damper and control, flue damper and control 2. No continuous burning gas pilot lights allowed. El 11, § 1 50(f); Air retarding wrap installed to comply with § 151 meets requirements specified in the ACM Residential Manual. ❑ El § I 50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only, ❑ 0 § 1 50(t): Slab edge insulation - water absorption rate for the insulation material alone without facings no greater than 0.3%, water vapor permeance rate no greater than 2.0 germ/inch. n § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include CF-6R Form: I —A Ej 0 § I 16-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. 1. Doors and windows bctween conditioned and unconditioned spaces designed to limit air leakage, El [3 2. Fenestration products (except field -fabricated) have label with certified U-factor, certified Solar Hut Gain Coefficient (SHGC), and infiltration certification. Ong W< F1 F1 3. Exterior doors and windowsweathersuripped; all joints and penetrations caulked and sealed, ❑ El Space Conditioning, Water Heating and Plumbing System Measures: § I I Q-§ 113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission, §150(h): Heating Ind/or cooling loads calculated in accordance with AS KRA E, SMACNA or ACCA, §150(i): Setback thermostat on all applicable heating and/or cooling systems. n F1_ §150(j): Water system pipe and tank insulation and cooling systems line insulation. ❑ 0 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance ofR-12 or greater. QRI 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or IZ-16 internal insulation and indicated on the exterior of the tank showing the R-value. El 11 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water beater tank, non -recirculating systems, and entire length recirculatin sections of hot water i es shall be insulated to Table 150B. ❑ 0 2, Cooling system piping (suction, chilled water, or brine lines), piping insulated between heatingsource and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. ❑ r] L4. Stearn hych onic heating systems or hot water systems > 15 psi, meet requirements of'rable 123-A. 6a ❑ 0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 4 of 5) CF-IR Project Title Id Date to Feature Forms (if a licable) Descriotion [ 0 —3eqwired Metal Framed Walls 5 CFAR 'X 1 Radiant Barriers CF-IR ❑ �,ExtcriorSha�dcs WS-4R 0 Cool Roof N/A; Attach CRRC Label to Forms. 0 Dedicated Hydronic Heating Performance Calculation SY_Stem_ Required; Attach Run to Forms. 0 _ Combined Hydronic System Performance Calculation Aired, Attach Run to Forms. Performance Calculation ❑ogling Gas C Re uired. ❑ Buried Ducts N/A; Indicate on building plans. See Section 5,6.2 Distribution 0 Kitchen Pipe Insulation Systems in Residential Manual. 0 Multiple Water Heaters Per See Table 5-13 or use Performance Calculation and Dwelling Unit attach Run to Forms. Central Water Heating System Performance Calculation and ❑ Serving Multiple Dwellings attach Run to Forms. 0 Non-NAECA Large Water CFAR Heater 1 See Table 5-13 or use 0 f Indirect Water Heater l Performance Calculation and attach Run to Forms See Table 5-13 or use 0 Instantaneous Gas Water Heater Performance Calculation and attach Run to Forms See Table 5-13 or use 0 Solar Water Heating System Performance Calculation and attach Run to Forms Performance Calculation and 0 Wood Stove Boiler attach Run to Forms ✓ Feature gnuired Forms (if applicable) Description —Duct Sea CF-6R part 4 of 12 Refrigerant Charge CF-6R part 5 of 12 R�T CF-6R part 6 of 12 MANDATORY MEASURES SUMMARY: RESIDENTIAL (Page 2 of 2) MF-IR Space Conditioning, Water Heating and Plumbing System Measures: (continued) Enforce- NA'-/ Designer Mont 5. lusul8tion must be protected from damage, including that due to sunlight. moisture, equipment maintenance, and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in El 0 conditioned space. 7. Solar water -heating systems/collectors are certified by the Solar Rating and Certification Corporation, ❑ §150(m): Ducts and Fans 1, All ducts and plenums installed, sealed and insulated to meet the requirement of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable 0 0 requirements of UL 181, UL 18 IA, or UL 181B or aerosol sealant that meets the requirements of UL 723. lfmastic ortape is used to seal o2enings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and ❑ support platforms may contain ducts. Ducts installed in cavities and support platfornis shall not be compressed to cause reductions in the cross -sectional area of the'ducts, 3, joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes ps 171 unless such tape is used in combination with mastic and draw bands, 4. Exhaust fan systems have back draft or automatic dampers. go❑ 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated ri dampers. 6. Protection of Insulation, Insulation shall be protected from damage, including that due, to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 7. Flexible ducts -cannot have porous inner coves, § 114: Pool and Spa Heating Systems and Equipment, 1, A thermal efficiency that complies with the Appliance Efficiency Regulations, pri-off switch mounted outside of the 0 treater, weather proof operating, instructions, no electric resistance heatingand no pilot light, 2. System is installed with: a, at least 36" of pipe between filter and heater for future solar heating El 0 b. cover for outdoor pools or outdoor spas f El 0 3. Pool system has directional inlets and a circulation pump time switch, ❑ 171 § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously 0 burning pilot light, (Exception; Non -electrical cooking appliances with pilot < 150 Buillur) §1 18(i): Cool Roof material meets specified criteria ❑ Residential Lighting Measures: § 150(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps -.s - outlined in Table 150-C, and do not contain a medium screw base socket (E24!E26). Ballast for lamps 13 watts or greater El El are -electronic and have an output frequency no less than 20 kHz I 50(k) 1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 06 11 150-C, luminaire has factory installed HID ballast § I 50(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires, Up to 50 percent of the wattage, as determined in § 130 (c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy ❑WN luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires, § I 50(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms utility rooms shall be high efficacy luminaires, OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that does not turn on automatically or have an always on option, §150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry roo s,andutility rooms shall be high efficacy luminaires (except closets less than 710ff): OR are controlled by a dimmer svilitch OR are El 0 com, oiled b� in occupant sensor that complies with Section 119(d) that does not turn on automatically or have an always kr onoption. §1150(l,k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulatio-c-_Vel(1c) and are certified airtight to ASTM E283 and labeled as au tight (AT) to less than 2.0 CFM at 75 Pascals, § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other El JK a Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). §1 50(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sec. 130, 132, and 147. Lighting for parkinarages for 8 or more vehicles shall have lihting that complies with See. 130, 131, and 146, §1 50(k)8: Permanently installed fighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d). Iff ESIGNER: SAI—tait; UDGINS DESIGN GROUP, Inc '587 PASEO SEGOVIA \N JUAN CAPISTRANO, CA 92675 :_L: 949.399.7922 \X: 949,4883940 AAIL: hudginsdesign@cox.net PROPERTY OWNER: PMR, Inc. 2109 S_ WRIGHT ST., #F SANTA ANA, CA, 92705 TEL: 714.754,4111 (W) PROJECT ADDRESS: 2011 S. BROADWAY ZONE: RI APN: 015-067-03 LEGAL DESCRIPTION: TR 289 BLK 0 LOT 9 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 24 OCT 2005 SUBMITTAL NO. 2 T24 CALCS & FORMS SCALE: AS NOTED JOB NO: 05044 DATE: 10-15.05 DRAWN BY: S.H.