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Home My WebLink About10149778.pdfs n � 0 & AND JAN. JANITOR L ANGLE JST JOIST @ AT JT JOINT 0 DIAMETER OR ROUND # POUND OR NUMBER LAM. LAMINATE (E) EXISTING LAV. LAVATORY (N) NEW LB POUND LOC. LOCATION ABV ABOVE LTWT LIGHT WEIGHT ACOUS, ACOUSTICAL LVL LEVEL A.B. ANCHOR BOLT ADD'L ADDITIONAL MAX MAXIMUM ADJ ADJACENT MECH MECHANICAL ALUM. ALUMINUM M.E.P. MECHANICAL, ELECTRICAL ANG ANGLE PLUMBING DOCUMENTS APPROX APPROXIMATE MFR MANUFACTURER MIN MINIMUM BLDG BUILDING MISC MISCELLANEOUS BLK BLOCK M.O. MASONRY OPENING BLKG BLOCKING MTD. MOUNTED BM BEAM MTL METAL B.N. BOUNDARY NAILING MUL. MULLION B.O. BOTTOM OF B.O.F. BOTTOM OF FOOTING N NORTH 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.l, CAST IRON OC ON CENTER C.J. CONSTRUCTION JOINT O.D. OUTSIDE DIAMETER CLG CEILING O.F. OUTSIDE FACE CLR CLEAR O.RC.i, OWNER FURNISHED / 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 02L NELSON WELDED REBAR P.T.D.F. PRESSURE -TREATED DECOR. DECORATIVE DOUGLAS FIR DBL DOUBLE PTN. PARTITION DEMO DEMOLITION DET DETAIL Q.T. QUARRY TILE D.F. DOUGLAS FIR DIAG ' DIAGONAL R. RISER DIA DIAMETER RAD RADIUS DIM DIMENSION REF REFERENCE DK, DKG DECK, DECKING REINF REINFORCING DN DOWN READ 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.F.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.R. SEE MECHANICAL DRAWINGS EXIST_ EXISTING SOG SLAB ON GRADE EXP EXPANSION SPECS SPECIFICATIONS EXT EXTERIOR SQ SQUARE F.A.U. FORCED AIR UNIT SS S.S.D. STAINLESS STEEL SEE STRUCTURAL DRAWINGS F.D. FLOOR DRAIN STAG STAGGER, STAGGERED F.H.C. FIRE HOSE CABINET STD STANDARD FDN FOUNDATION STL STEEL F.F. FINISHED FLOOR STflR. STORAGE IN FIN FINISH STRUC STRUCTURAL F FLOOR SUSP SUSPENDED FLASH. FLASHING SYMM SYMMETRICAL FLOUR. FLOURESCENT F.Q.C. FACE OF CONCRETE T. TREAD F.O.F. FACE OF FINISH T&B TOP AND BOTTOM F.O.M. FACE OF MASONRY T&G TONGUE AND GROOVE F.O.S. FACE OF STUD T.C. TOP OF CURB F.P. FIREPROOFING THK THICK FRMG FRAMING TEL. TELEPHONE F.S. FLOOR SINK THRD THREADED FT FOOT OR FEET 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, T.O.L. TOP OF FRMING TOP OF LEDGER GL GLASS T.O.M. TOP OF MASONRY GLB GLUE -LAM BEAM T.O.P. TOP OF PARAPET GR GRADE T.O.PL. TOP OF PLATE GYP GYPSUM T.O.S. TOP OF STEEL TS TUBE STEEL H.B. HOSE BIBS T1'P TYPICAL H.C. HOLLOW CORE HD HOLDOWN UON UNLESS OTHERWISE NOTED HDR HEADER URM UNREINFORCED MASONRY HDWD HARDWOOD HGR HANGER VERT(V) VERTICAL HCGT. HEIGHT VEST VESTIBULE H.M. HOLLOW METAL V.G.D.F. VERTICAL GRAIN HORIZ,(H) HORIZONTAL DOUGLAS FIR HT HEIGHT VIF VERIFY IN FIELD I.D. INSIDE DIAMETER W/ WITH I.F. INSIDE FACE W.G. WATER CLOSET INCAND. INCANDESCENT WD WOOD INSUL INSULATION WDW. WINDOW INT INTERIOR W10 WITHOUT W/P WATERPROOFING W.H. WATER HEATER WT WAINSCOT WSCT. WEIGHT CODES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 CALIFORNIA BUILDING, PLUMBING, MECHANICAL, AND ELECTRICAL CODES, AND LOCAL ORDINANCES. GENERAL: 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OR REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 2. ALL MATERIALS AND FIXTURES ARE TO HAVE APPROVAL FROM AN APPROVED TESTING AGENCY. • It-* ULTIMATE 1. CONCRETE . STRENGTH TO :r 11 P.S.I. AFTER 28 DAYS. PROVIDEDIAMETER FOUNDATION BOLTS IMBEDDED 7" IN CONCRETE AND SPACED i ON y OF /. C A CORROSION RESISTED WEEP SCREED AT FOUNDATION PLATE LINE WHICH WILL ALLOW TRAPPED , .. li TO DRAIN TO THE EXTERIOR OF THE y ABOVE GRADE AND 2" ABOVE CONC. SURFACE. 4. DRAINAGE PIPING IN THE GROUND SHALL BE LAIDON A FIRM BSO FOP, IT'S ENTIRE x 1! : 1 II IN THIN LAYERS ABOVE !. • I� WITH CLEAN ! r -• • r :• • - LUMBER ARD - 1 T M IG 1. USE DOUGLAS •CONSTRUCTION GRADE • r i • AND LARGER, D.F. GRADE FOR , 2. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR WOOD RESISTANT TO DECAY. 3. RAFTER TIES 4'-0" O.C. ARE REQUIRED IMMEDIATELY ABOVE CEILING JOISTSWHEN RAFTERS DO NOT PARALLEL CEILING JOISTS. 4. PLYWOOD EDGES AT SUBFLOOR SHALL HAVE• AND GROOVE OR SOLID BLOCKING 5. WALLS CONTAINING 3" OR 4" DRAIN, WASTE AND VENT PIPING SHALL BE SIZED TO ALLOW CUTTING, NOTCHING AND BORING (2X6 MIN.) 6. BRACING OF WALLS SHALL CONFORM WITH CBC 2001. 7. PLYWOOD ROOF PANELS SHALL : BONDED WITH INTERMEDIATE • r EXTERIOR r AND WHERE EXPOSED TO WEATHER, SHALL BE EXTERIOR GRADE. 8. NO STRUCTURAL MEMBER SHALL BE SERIOUSLYOR WEAKENED OR IMPAIRED BY NOTCHINGCUTTING OR NOTCHING. 9. CUTTING, OR BORING FRAMING MEMBERS SHALL ACCORDANCE Pp e CA 7 `> aka REQUIRED FOR �� <'`.�s1�'�11L PLANS I l q aaga,lg 1$$ 1 ggS I lfic.at$I k�€;Ig�gt e peptonlth¢; g It $§ Uc ;lisavjf �l t 4d akL ud@9 �aFsl £�3 '*vT i ) � on same ItIIDUt � 1(t rITIISSIDCI from (I with 5 A. The gotept!"ice of this pIgn and speelfl, SHALL NOT e ICI �� I I Mt 6 �z w��4 � i t�� III s to prww': � �F 1 18'-3' EXISTING 6-0" BLOCK WALL ADDITION (797 SO. FT.) L4 EXISTING GARAGE .,,, , ,,- RESIDENCE (400 SQ.FT.) J 0 NORTH S f T E P LAN SCALE: 1 /8" = 1,-0« WITH CBC 2001. WALLS/FLOORS CONTAINING DRAIN, WASTE AND VENT PIPES, GAS AND/OR ELECTRICAL PIPING CONDUIT SHALL COMPLY WITH CBC 2001. 10. TWO (2) LAYERS OF GRADE "D" PAPER 9FELT) OVER PLYWOOD SHEAR WALLS. BUILDING: 1. ALL DOORS AND SWINGING WINDOWS SHALL BE WEATHER STRIPPED. 2. ALL METAL WINDOWS AND SLIDING GLASS DOORS SHALL BE IN COMPLIANCE WITH ANSI STANDARDS Al341 OR 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 AND VENTILATION: 1. ROOMS USED FOR LIVING, SLEEPNG, EATING OR COOKING SHALL BE PROVIDED WITH NATURAL LIGHT EQUAL TO ONE TENTH OF THE FLOOR AREA WITH A MIN. OF 10 SQ.FT. 2. ROOMS USED FOR LIVING, SLEEPNG, EATING OR COOKING SHALL BE PROVIDED WITH NATURAL VENTILATION EQUAL TO ONE TWENTIETH OF THE FLOOR AREA WITH A MIN. OF 15 SQ. FT. 3. BATHROOMS, LAUNDRY AND SIMILAR ROOMS SHALL HAVE NATURAL VENTILATION NOT LESS THAN 1/20 OF THE FLOOR AREA OR 1.5 SQ.FT. OR PROVIDE MECHANICAL VENTILATION WITH A MIN. OF 5 AIR CHANGES PER HOUR. DISCHARG POINT SHALL BE 3' FROM NEAREST OPENING. 4. BEDROOMS MUST HAVE AT LEAST ONE OPERABLE WINDOW OR DOORR APPROVED FOR EMERGENCY ESCAPE OR RESCUE WHICH SHALL OPEN DIRECTLY TO AN OPEN YARD. THE MIN. NET CLEAR AREA OF THE WINDOW SHALL HAVE 5.7 SQ.FT. WITH A MIN. WIDTH OF 20" AND A MIN. HEIGHT OF 24". THE MAX. SILL HEIGHT IS 44" ABOVE FINISHED FLOOR. 5. EVERY DWELLING ROOM SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 70 DEGREES AT ANY POINT T ABOVE THE FLOOR. 6. A DOOR IS NOT PERMITTED FROM THE GARAGE TO ANY BEDROOM. 7. EXTERIOR DOORS REQUIRE AN EXTERIOR LIGHT FIXTURE AND A LANDING. 8. WHEN APPLYING STUCCO OVER PLYWOOD, THE MOISTURE BARRIER SHALL CONSIST OF TWO LAYERS OF GRADE "D" PAPER, MINIMUM. 9. SMOKE DETECTORS SHALL BE INSTALLED IN AREAS GIVING ACCESS TO SLEEPING ROOMS ON OR NEAR THE CEILING, IN EACH SLEEPING ROOM, IN EACH STORY OF A MULTIPLE STORY DWELLING AND WHERE CEILING HEIGHT EXCEEDS THE HALLWAY HEIGHT BY 24." HARDWIRED/BATTERY BACKUP/AUDIBLE ALARM. 10. HABITABLE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 71-611. ALL OTHER ROOMS SHALL HAVE A MIN. CEILING HEIGHT OF T-0" 11. ATTIC ACCESS OF 22"X30" (MIN.) WITH 30" OF HEAD ROOM ABOVE OPENING. 30"X30" IF FAU IS INSTALLED IN THE ATTIC AND SHALL BE READILY ACCESSIBLE. 12. ATTIC VENTILATION, EQUAL TO 11150 OF SPACE VENTILATED, SHALL BE PROVIDED OR AS REQUIRED FOR FORCED AIR UNIT. 13. PROVIDE A MIN. OF TWO 3i4" HOSE BIBS, ONEREADILY ACCESSIBLE TO THE FRONT AND ONE READILY ACCESSIBLE TO THE BACK, PROVIDE ANTI -SYPHON DEVICE. 14. DETAILS OF STAIRWAY MUST COMPLY WITH CBC 2001. 15. DETAILS OF GUARDRAILS AT FLOOR AND ROOF OPENINGS, BALCONIES, OR PORCHES MORE THAN 30" ABOVE GRADE, AND OCCUPIED ROOFS SHALL COMPLY WITH CBC 2001. 16. ALL RECEPTACLES ABOVE COUNTER IN BATHROOMS, KITCHEN, AND GARAGE TO BE PROTECTED BY GFI'S. EXTERIOR RECEPTACLES W/ WATERPROOF COVER. INSULATION: 1. CONTRACTOR SHALL POST THE INSULATION CERTIFICATE (CF-6R) FORM AND INSULATION CERTIFICATE (lC-1) FORM IN A CONSPICUOUS SPACE OR KEPT WITH PLANS AND MADE AVAILABLE TO THE INSPECTOR. SECURITY NOTES: 1. SLIDING GLASS DOORS AND WINDOWS LESS THAN 16 FT ABOVE ANY SURFACE AVAILABLE FOR USE BY THE PUBLIC SHALL BE CAPABLE'OF BEING LOCKED SECURELY. MOVABLE PANELS SHALL NOT BE EASILY REMOVED FROM THE FRAME. 2. ALL MAIN OR FRONT ENTRY DOORS TO DWELLINGS SHALL BE ARRANGED SO THAT THE OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE WITHOUT OPENING THE DOOR. A DOOR VIEWER, A VIEWPORT, WINDOW OR OTHER OPENING MAY PROVIDE SUCH VIEW. 3. EXTERIOR WOODEN DOORS SHALL BE SOLID CORE CONSTRUCTION OR SHALL BE COVERED ON THE INSIDE FACE WITH 16 GAUGE SHEET METAL ATTACHED WITH SCREWS AT 6 INCH ON CENTER AROUND THE PERIMETERS. 4. ALL SWINGING DOORS SHALL BE EQUIPPED WITH A DEADBOLT WITH A MIN. THROW OF ONE INCH AND EMBEDMENT OF NOT LESS THAN 5/8". 5. THE INACTIVE LEAF OF A PAIR OF DOORS $ THE UPPER LEAF OF A DUTCH DOOR SHALL BE EQUIPPED WITH A DEADBOLT. 6. NON -REMOVABLE PINS SHALL BE USED IN PIN TYPE HINGES THAT ARE ACCESSIBLE FROM THE OUTSIDE WHEN THE DOOR IS CLOSED. 7. UNFRAMED GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN 1/2" THICK. 8. NARROW FRAMED GLASS DOORS SHALL BE FULLY TEMPERED GLASS NOT LESS THAN 1/4" THICK. 9. ANY GLASS THAT IS LOCATED WITHIN 40" OF THE LOCKING DEVICE ON A DOOR SHALL BE FULLY TEMPERED OR HAVE APPROVED METAL BARS, SCREENS OR DOORS. 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 -OPERABLE 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 ALIGHT FIXTI q91 IT, L� D BY A SWITCH AT THE ACCESS POINT) AT THE FURNACE. r4 - PROVIDE A 125 V 15 OR 20-AMP RECEPTACEE_ YLEfi 1= i E t /il✓� h:+48 ^S .&F' :.Tl Lqv. R, As ...., .r 2...... . .. 13,{:I 6xi 27 ;. {/ .. ct t ) ! % SCOPE OF WORK: BUILD 797 SQ.FT. 1ST FLOOR ADDITION AT REAR OF EXISTING RESIDENCE. CONDITIONS OF APPROVAL: CODES USED: 2001 C.B.C., C.P.C., C.M.C., C.E.C., AS AMENDED BY STATE OF CALIFORNIA AND LOCAL JURISDICTION ARE APPLICABLE TO THIS PROJECT. OCCUPANCY: R-3 U-1 CONSTRUCTION TYPE: V - N (R-3 & U-1) LOCATION ON PROPERTY: WALL <5' ONE HOUR CONST. NO OPENINGS SHAFTS: ONE HOUR BUILDING AREA: ALLOWABLE AREA: R-3 1197 SF R - UNLIMITED U-1 169 SF U - 1000 SF OCCUPANT LOAD: N/A EXITS REQUIRED: N/A SEPARATE PERMIT REQUIRED FOR FENCES. A-1.1 SITE PLAN ROOF PLAN A-2.0 EXISTING FLOOR PLAN & DEMO PLAN A-2.1 FIRST FLOOR PLAN A-3.1 ELEVATIONS A-4.1 SECTIONS D01 DETAILS S-1.0 STRUCTURAL NOTES S-1.1 FOUNDATION PLAN S-1.2 FRAMING PLAN SDO1 STRUCTURAL DETAILS M01 T-24 CALCS & FORMS PLANNING DEPARTMENT NOTES ALL ROOF LINES, ROOF MATERIAL AND WINDOWS TO MATCH. GENERAL NOTES LEGAL DESCRIPTION: TRACT 696 BLK J LOT 13 ADDITION TO THE TOWN OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP' RECORDED IN CITY RECORDS. A.P.N. 014-111-24 PROPERTY ADDRESS: 1912 S. CEDAR ST, SANTA ANA, CA, 92707 OWNER: STEPHANY PANLILIO 23052-H ALICIA PARKWAY, #611 MISSION VIEJO, CA, 92692 TEL: 949.378.2100 APPLICANT: CHRIS MILLER, PACIFIC MAINTENANCE & REPAIRS TEL: 714.754.4111 SITE STATISTICS PRESENT ZONING R1 EXISTING LIVING AREA 400 SF PROPOSED LIVING AREA 797 SF TOTAL LIVING AREA 1197 SF EXISTING GARAGE 169 SF TOTAL STRUCTURE AREA 1366 SF LOT SIZE SQ.FT. 4729 SF LOT COVERAGE 28.9% REAR YARD AREA 2253 SF FRONT HARDSCAPE AREA N A FRONT LANDSCAPE AREA N A 1 • WUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 tot 1 " ' 6whotw PROJECT PROPERTY OWNER: STtF`'kf1Sr PROJECT ADDRESS: 1912, �: CEDAR ST. ZONE: R1 APN: 014-1111-24 LEGAL DESCRIPTION: TR 690 BLK J LOT 13 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 1 JUN 2005 SUBMITTAL NO.2 SCALE:SITE PLAN 1 JOB 050 0i #-' M REFER TO FLOOR PLANS FOR DIMENSIONS AND NOTES. LEADER / ARROW —�— BREAK LINE SYMBOL NORTH ARROW 0 0 Ln 3S , S00 DIMENSIONS F L LLNILK LINL �TMBUL DIAMETER SYMBOL C P E CONCRETE BLOCK WALL �.- CONCRETE BLOCK WALL - 3HR, RATED 7K7\7K75Z STEEL STUD WALL INTERIOR ELEVATION MARK 12IA608 121A608 INTERIOR ELEVATION MARK T 4 1Z/A608 INTERIOR ELEVATION MARK IM-40 INTERIOR ELEVATION MARK NEW GRID INDICATORS EXISTING GRID INDICATORS DIMENSION POINT WINDOW TYPE A LOUVER TYPE I00 EQUIPMENT NUMBER PARTITION TYPE INDICATOR 1__A xSEE PARTITION TYPE SHEET XX DOOR AND/OR RELITE NUMBEF 101 ROOM NAME ROOM NAME & NUMBER 1 � FLOOR HEIGHT TRANSITION TYPICAL DETAIL INDICATOR Detait Number 13f_�re Sheet Where Drawn f SPOT ELEVATION FLOOR MATERIAL TRANSITION BUILDING SECTION INDICATOR E_L13200 f _Ore VERTICAL ELEVATION MARK FF WALL SECTION INDICATOR A206 MATCH LINE INDICATOR EXTERIOR ELEVATION INDICATOR A REVISION NUMBER FLOOR FINISH TYPE ! 1 A WOOD STUD WALL - SEE FRAMING PLANS FOR SIZE WOOD STUD DIVISION WALL SEE ALSO GENERAL NOTES AND DETAILS MIN. STC 50 SOUND WALL SEE ALSO GENERAL NOTES ON SOUND TRANSMISSION CONTROL AND DETAILS k E. KITCHEN E. LIVING ROOM EXISTING FLOOR PLAN SCALE: 1/4" = l'-O" 11 REMOVE WALL NEW WALL -�-I EXISTING WALL I� DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 S21,1211101:10 i PROPERTY OWNER: STEPHANY PANLILIO 23052-H Alicia Pkwy., #t611 Mission Viejo, CA. 92692 TEL: 949.376.2100 PROJECT ADDRESS: 1912 S. CEDAR ST. ZONE: R1 APN: 014-111-24 LEGAL DESCRIPTION: TR 696 SLK J LOT 13 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 1 JUN 2005 SUBMITTAL NO.2 11+1v A�� SCALE: AS NOTED ♦: 1 i 06.01.05 DRAWN SYMBOLOGY DEMO & NEW_ -WALL PLAN SCALE: 1/4" = l'-O" WRITTENj BE ! D ON THE •: SITE, DISCREPANCIES BE BROUGHT ENGINEER PRIOR TO THE COMMENCEMENT OF ANY •` MARK TYPE SIZE FINISH MATERIAL NOTES TEMP. WIDTH 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 103 A 4'-0" 1'-6" PAINT VYL. SLIDER/OBS; see T-24 for u & schg values N 104 A 2'- 0- 4'-0" PAINT VYL. DH.; see T-24 for u & schg values N 105 A 5'-0" 4'-0" PAINT VYL. SLIDER; see T-24 for u & schg values N 106 A 2'-0" 4'-0" PAINT VYL. DH; see T-24 for u & schg values N 107 A 5'-0" 4'-0" PAINT VYL. SLIDER; see T-24 for u & schg values N 8 NOTES: DOOR AND FRAME SCHEDULE ❑'❑ MARK TYPE DOOR FRAME FIRE RATING LABEL NOTES SIZE MATERIAL WIDTH HEIGHT THICK. GLAZING MATERIAL 101 A 2'-6" 6'-8" 1 3/8" WD. - WD. - MATCH (E) 102 1 A 2'-6" 6'-8" 1 3/8" WD. - - MATCH (E) 103 A 5'-0" 6'-8" 1 3/8" WD. - MTL. - BI-PASS 104 A 5'-0" 6'-8" 1 3/8" WD. - MTL. - BI-PASS 105 A 2'-6" 6'-8" 1 3/8" WD. - WD. - MATCH (E) 106 1 A 2'-4" 6'-8" 1 3/8" WD. - WD. - MATCH (E) 107 A 5'-0" 6'-8" 1 3/8" WD. - MTL. - BI-PASS 108 A 2'-6" 6'-8" 1 3/8" WD. - WD. - MATCH (E) 109 A 2'-6" 6'-8" 1 3/8" WD. - WD. - MATCH (E) 1101 A 2'-0" 6'-8" 1 3/8" WD. - WD. - MATCH (E) 111 A 2'-4" 6'-8" 1 3/8" WD. - WD. - MATCH (E) NOTES: 101 12- 1 NEW WALL x 1 HOUR SEPERATION WALL ❑ ❑ EXISTING WALL B A31 IF il --._- - ._HB. ----I- iQ3--. S.O.v.W i az N. BATH 2 1 a4 16 FL/ as 0 O N. BEDROOM 2 (11'-0" X I V-0") ---------- CV W.P. 9.F.I.L �- { _ E { log 49 ( - S.D. 11 { (TYP = 3'-4" 7'-2" �. { �r I � { I os N. EDROOM 4 (18," X 13'-2") LU I - ! �'r I I . a 0 7' R1 PROPOSED I EXISTING EO 1 I I I EO N. HALL_ -_ i11 -------------------�- ,10`-6�� _6„ 17'-9" ----------------------- -7 I I ( I ( I J { I I I E. 1- AR GARAGE LIJ 30 { 30 � I I zmy N. LAUNDRY\ .r: I i I O FL. I GFI +44" 48 N. LIVING RM. ioi fir: f,.� m (� f. w -9" � 1 V-4" I W.PI G.F.I. LL � cn � wG� __E� I tFC r if I. d I N. KI CWEN j cUj N. NOOK I I Xy 2 \\I I I F -I I G.FA { E. 3030 ( E. 6030 H.B. V1� - - - - - - - - - - - - - - - - L - - - - - - - - - - - - S.O.V --j 1 71-9" EXISTING 1 ST FLOOR LAN SCALE: 1 /4" =1'-0" I. 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 GENERAL NOTES 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 & 2406A 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. GENERAL NOTES 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. FLOOR PLAN NOTES NOTE: THIS KEY NOTE LIST FOR SHEETS A-2.1 & A-2.2 ONLY. a 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. 0 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. 47, MICROWAVE - PROVIDE SEPERATE ELECTRICAL CIRCUIT. (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS.) 57, COOK TOP W HOOD AND OVEN BELOW (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS.) U TRASH COMPACTOR. 7 DOUBLE OVEN. CUSTOM CABINETS - GC TO PROVIDE SHOP DRAWINGS. 7 CUSTOM LINEN CABINET - GC TO PROVIDE SHOP DRAWINGS. 16 ART NICHE 11 SOFFIT ABOVE 12 HEADER ABOVE 13 LINE OF DROPPED CEILING 14 PRE-MANF. SPA TUB W/ MARBLE TILE SURROUND. CONTROL VALVES TO PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPC SEC. 4107. 15 PRE-MANF. 72%30 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. 0_ MEDICINE CABINET. 21 • PAINT GRADE WOOD SHELVING. 22 UTILITY SINK. 23 WASHING MACHINE SPACE - PROVIDE RECESSED BOX FOR WATER AND WASTE CONNECTIONS. DRYER SPACE - PROVIDE VENT TO OUTSIDE PER UMC SEC.1903 W/ 14' LENGTH & 24. 2 ELBOWS. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL SIZE AND LOCATION OF THE DRYER VENT. 30" X 30" ATTIC ACCESS W/ MIN. 30" CLEAR HEADROOM. IF FAU IS USED, PROVIDE 25 SWITCHED LIGHT, 110V OUTLET AND 24" WIDE SOLID FLOORING TO FAU, NOT MORE THAN 20'-0" IN LENGTH. FAU IN ATTIC PER UMC 319. PROVIDE LIGHT, POWER, GAS, ACCESS AND 3V WIDE 26 WORK SPACE. PROVIDE PRIMARY CONDENSATE DRAIN TO TAIL PEICE OF LAVATORY LOCATED IN "BATH 2". PROVIDE SECONDARY CONDENSATE DRIN LINE TO OUTSIDE. VENT TO OUTSIDE AND COMBUSTION AIR PER UMC CHAPTER 7. WATER HEATER ON 4" CONC. PLATFORM PER CITY STANDARDS W/ (2) SEISMIC STRAPS - (1) TOP AND (1) BOTTOM. PROVIDE PRESSURE RELIEF VALVE W/ DRAIN 27 TO OUTSIDE. VENT TO OUTSIDE. COMBUSTION AIR PER UMC CH. 7. FINAL LOCATION OF THE WATER HEATER VENT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR AND SHALL CONFORM TO THE APPLICABLE CODES AND REGULATIONS. 28 2X6 PLUMBING WALL 29 DOUBLE -SIDED WALL HEATER. SEE T24 CALCULATIONS. OCCUPANCY SEPARATION PER U.B.C. SEC. 302.4 BETWEEN GARAGE (U-1) AND 30 LIVING (R-3) WALLS - 5/8" TYPE "X" GYP. BORD ON GARAGE SIDE OF WALLS ADJACENT LIVING AREAS FULL HEIGHT TO ROOF DIAPHRAM OR WALLS, CEILINGS AND HEADERS. PREFABRICATED 42" METEAL FIREPLACE (MAJESTIC MODEL NO. BR/BC42) W/ 31 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 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. 3g 12" WOOD STAIR TREAD 40 ISOKERN MASONRY FIREPLACE WITH METAL FLUE - SEE TYP. DETAIL FP-01. 41 14"X6" GARAGE EXHAUST VENT SCREEN'D AND LOUVER'D 6" ABOVE GARAGE F.F. 42 CONC. PAD AND STAIR PER CITY STANDARDS. 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.C. SEC. 310.9.1. DETECTOR TO BE ❑PERMANENTLY WIRED AND WITHOUT A DISCONNECTION SWITCH OTHER THAN 49. THOSE REQUIRED FOR OVER CURRENT PROTECTION. ALL SMOKE DETECTORS TO BE WIRED TOGETHER FOR SIMULTANIOUS ALARM. ALL SMOKE DETECTOR'S SHALL HAVE APPROVED BATTERY BACKUP. 56 10" DIA. TUBE SKYLIGHT. Iff DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX:949.488.8940 PROPERTY OWNER. STEPHANY PANLILIO 23052-H Aliaa Pkwy, #611 Mission Viejo, CA. 92692 TEL: 949.378,2100 PROJECT ADDRESS: 1912 S. CEDAR ST. ZONE: R1 APN: 014-111-24 LEGAL DESCRIPTION: TR 696 BLK J LOT 13 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 1 JUN 2005 SUBMITTAL NO.2 13 JUN 2005 FIRST FLOOR PLAN SCALE; AS NOTED JOB NO: 05024 DATE: 06.13.05 DRAWN BY: S.H. m DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA I SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488-8940 PROJECT INFORMATION PROPERTY OWNER: STEPHANY PANLILIO 23052-H Alicia Pkwy., #611 Mission Viejo, CA. 92692 TEL: 949.378.2100 PROJECT ADDRESS: 1912 S. CEDAR ST. ZONE: Rl APN: 014-111-24 LEGAL DESCRIPTION: TR 696 BLK J LOT 13 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 1 JUN 2005 SUBMITTAL NO. 2 13 JUN 2005 SITE REVISION NO. 1 28 JUL 2005 ATIONS E L EVr-% 1 SCALE: AS NOTED JOB NO: 05 DATE: 07.28.05 DRAWN BY: v "t - I 1 *0 a I z I no 1*1 V IT, UAN R-01 IT PROPERTY OWNER: STEPHANY PANLILIO 23052-H Alicia Pkwy., #611 Mission Viejo, CA. 92692 TEL: 9493782100 PROJECT ADDRESS: 1912 S. CEDAR ST. ZONE: R1 APN: 014-111-24 LEGAL DESCRIPTION: TR 696 BLK J LOT 13 SUBMITTAL SET REVISION DATE SUBMITTAL NO. I I JUN 2005 SUBMITTAL NO. 2 13 JUN 2005 SITE REVISION NO. 1 28 JUL 2005 �' SCALE: AS NOTED JOB NO: �I5024 DATE: 07.28.05 DRAI MIN. CLASS 'A' COMPOSITION ASPHALT SHINGLES INSTALL .......... . ....... .,. 1/5" EXTERIOR PLASTER 0/ 60 . . . . . . . ...................... ............. . .. ... .... PER MANUP. REQ. FIBER BATT INSULATION MIN. PAPER BACKED AIRE MESH . . . . . . . . . . . 2X RAFTERS REFER . . . . . . . .... . ..... ..... ... .......... ........................ . . . . . . . . . . . . . . . . . . . . . . . . . . 50 LB. ROOF FELT TO STRUCT. PLANS BD. . . . . . . . . ... 1/5" THK. 3 COAT PLASTER .... ...... . . . . . . . . . . . . . . . . . ........ FINISH 0/ PAPER BACKED J I FIBER BATT INSULATION 2X STUD AALL --12" MOISTOP ............ . MTL. LATH. EXTEND UNDER. "1/5" EXTERIOR CEMENT ......... ... .... A .... FLASHING PAPER SYR ............. . .......... IX SOLID SHEATHING @ BOARD-) PLASTER 0/ PAPER BACKED Y41RE LATH 0/ M015TOP OVERHANIS5, 1/2" I`P�rAD FLASHING Y400D TRIM TO MATCH @ FIELD .... 6OMP051T(ON SHINGLE ............ ..... STARTER STRIP TRIMMER 5TUD5 DESIGNER: 24 GA. &ALV. MTL. RAIN SUTTER AT JAMB CONDITION, FACTORY PRIMED AND FAINTED. 4X HEADER AT HEAD CONDITION WOOD TRIM TO MATCH HUDGINS DESIGN SUPPORT TO OCCUR @ 561, 01(;1 PER STRUCTURAL 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 z TEL: 949.322.7922 z FAX: 949A88.8940 26 &A. v :::. &ALV. MTL. T_ < zDRIP < 4X HEADER AT HEAD 2X CEILING FLASHING CONDITION, (2) 2X TRIMMERS .JOISTS AHE WOAD TRIM TO ,IAMB AMB CONDITION PER, - OCCURS MATCH EX15TIN6, SLIDING GLASS 0 STRUCTURAL DY46.5 INSUL. PER SEAL 4 STAIN. DOOR FRAME INSTALL PER w ENERGY REPORT- MF&R,S. 51*1=05. V IN*,rL. WINDOW FRAME __1_) 2X RE5AAN FASCIA, INSTALL PER MF6R'5. SPECS INT. FIN15H SEE PLAN FOR DIM SEAL 4 STAIN. REFER TO DETAIL 1441DOI FOR, ADDITIONAL FLA5HIN& REQUIREMENTS. REFER TO DETAIL Idt/DOI FOR ADDITIONAL FLASHING REQUIREMENTS, ;QMENTS. NTH17 TYPICAL E VE @ 9 SL. GLS. DOOR 511=11-oll 5 www INDO W HEAD/JAMB 511=11-oll 1 CONV. FRAMING HEAD/JAMB PLyk40OD!5HT0. a/ MIN. 6LA55 A COMP. VINYL AINPOVS1 2x RAFTER5 a lb" ASPHALT 5HIN6LE5 FRAME SET FLANGE INSTALL PER MANUF. REG, INSTALLATION NOTES- O.G. PER PLAN 0/ 30 LB. ROOF FELT SLIDING GLASS A/SFALANT DOOR FRAME INSTALL PER isT: ATTACH iv mowrolb FLASHING MF&RIS. SPECS. 4TH FLUSH ALONG TT4E BOTTOM OF THE OPENING. THE LENGTH OF THE 'SIMPSON" A35 @ 16" O.G. 13 FLASHING MUST BE LONG ENOUGH TO FALL A MIN. OF iz, styoto THE OPENING ON BOTH SIDES 90 THAT IT 19 BEYOND THE TAO SLIDING CLASS DOOR SILL VERTICALS THAT ARE ATTACHED PROVIDE BITUMINOUS /-2ND IN STEP 2. T COATING ON SILL FOR 12" M015TOP FLASHING PAPER uj 2ND. ATTACH FLASHING ALONG THE SEPARATION OF ALUM. s STAPLED To ROUGH SILL, LAP SRD VERTICAL 510M OF THE OPENING CONCRETE OR OTHER POI#NN AND EXTEND ro" To EA 51DE fn AN APPROVED MEASURE To JORNIL FLUSH WITH THE EDGE, MAKING 6*11P. WOOD TRIM To MATCH SURE THAT ITS OVER THE BOTTOM 150LA17E AND PROTECT PER BOARD u HORIZONTAL STRIP. LE�TH OF UBC SEC. 2804 (0). 5; THE FLASHING MUST BE LONG DBL. TOP PLATE F,N* ENOUGH TO FALL A MIN. OF 12" SLOPE 7/5" EXTERIOR PLASTER OVER -CONC. STOOP. BEYOND THE OPENING ON TOP \\\\-EXTEND PLASTER UNDER A.. AWAY FROM POOR PAPER 'D'60 MINUTE BUILDING F_ AND BOTTOM 50 THAT IT 15 R AND METAL LATH BEYOND THE HORIZONTAL PIECE 2x 5TUD5 @ 16" O.G. TUCK BUILDINe PAPER UNDER THAT 15 ATTACHED IN STEP 4 AIND,Olesl FLANGE AFTER THE MINDOA 15 PLACED A IN THE OPENING. d MNER.AL IMPREGNATED FIBER BATT INSUL. ASTER FIBER EXPANSION STRIP 5MOOTH PLASTER SRO:INSTALL THE )NINVOM PLUMB AND 5GUARE -2 THE NAILING FLANGE 15 BY PRESSING FINISH, TYPICAL POSITIVELY INTO A CONTINUOUS BEAD OF SHEAR WALL PER PLAN N11 ,-I uj MATERIALS SPECIFIED: TH SEALANT WHICH EXTENDS AROUND THE CONCRETE SLAB PER. 5TRUCT. ____--2X5TUD WALL M015TOP FLASHING PAPER AND BOTTOM AND VERTICAL PERIMETER OF "SUPER JUMBO TEX" 60 MINUTE PAPER THE AINDO?i MANUFACTURED BY 4TH: ATTACH THE 4TH STRIP OF FLASHING REFER TO DETAIL lol/POI FOR ADDITIONAL FLASHING REGUIREMENT5. Z FORTIF15ER CORPORATION LAST, OVERLAPPING AND SEALED AGAINST PORTLAND, OREGON THE FULL HEIGHT OF THE OUTER FACE OF THE TOP NAILING FLAN&E WITH A W% "51TUTHENE" ICE AND WATER SHIELD CONTINUOUS BEAD OF SEALANT. CUT W MANUFACTURED BY THE TOP PIECE OF FLASHING SUFFICIENTLY TYPICAL BARGE @ 1- 1/2 =I SL. GLS. DOOR It I -oil ww ww W.R. GRACE AND COMPANY LONG 50 THAT IT WILL EXTEND PAST THE 14 10 =1 6 WINDOW SILL 2 uj CAMBRIDGE, MASS. EDGES OF BOTH 5MP5 OF SIDE FLASHING V® FRAMING THRESHOLD METAL WHERE SPECIFIED TYP. 5TH; STARTING AT THE BOTTOM OF THE WALLL) zSHEET SHALL BE INSTALLED PER SMAcNA 5ECUR.E INDEPENDENT SECTIONS ---,� RECOMMENDED SPECIFICATIONS LAP THE APPROVED 5UILDIN& PAPER OVER OF VENT PIPE TOGETHER AND GYP. 5D. THE WEEP SCREED (AHERE OCCURS) AND OR■ NOTE; PROVIDE SOLID BACKING TME AALL IN 0EATHe;Z5oARD FASHION, ANCTO ADJACENT I�QAND SUPPORT OFFSETS ACENT FRAMING MAINTAINING To SUPPORT M015TOP PAPER, WITH A 2" MIN. OVERLAP. INSTALL THE DOOR HEADER- -1/8" EXTERIOR PLASTER 0/ -VINYL WINDOW FRAME SET u FIRST COURSE THAT INTERSECT5 THE REOUIRED CLEARANCE-5 I STAPLE PERIMETER OF AINVOA OPENING BENEATH THESIll STRIP SEE 5TRUCT. PAPER BACKED WIRE MESH FLANGE A/ SEALANT M015TOP To FRAMING MEMBERS FLAS"I'NS YYTH THE SUBSEQUENT COURSES 11, FROM OUTSIDE r-DISE To ry PREVENT WIND DAMAGE. ABOVE APPLIED OVER THE FLASHING THRESHOLD Ill" SHI 12" AIDE! NONSTOP FLASHING ANCHOR STRAPS AT UPPER PAPER BEHIND TRIM AND LOWER THIRDS OF FLOOR 5HT'O. SPACE T VERTICAL DIMENSION OF WATER HEATER, WINDOW FLASHINL10*3 NTH WATER HEATER INSTALLATION NOTES IST. INSTALL G.I. PAN ALONG THE BOTTOM OF THE OPENING IF THE INSTALLATION 4TH 15 OVER POOO FLOOR. SEE PAN VIASRAM I (I FOR DIMDOONS. 4 2ND. ATTACA412" M015TOP ALONG THE VERT- ICAL SIDES OF THE OPENING, FLUSH Y41TH THE EDGE, MAKINIS5 SURE THAT IT 19 OVER PER PLAN I -LAYER BITUTHENFE, LAP 5HIN6LE INTERIO STYLE AITH 60 MIN. BLDS. PAPER CONCRETE SLAB CASING -7/6" EXTERIOR PLASTER 0/ IL < PER PLAN GRADE 1.7'60 MINUTE 5LD& Trr WOOD TRIM To MATCH PAPER AND METAL LATH. U) (5) 2X FRAMING z E31TUTHENE G.I. FLASHING 0/ STUCCO MOULD INTEGRAL OR APPLIEI;) rL 6z WOOD 5TUCc0 MOULD 5D. INTERIOR FIN15H WOOD DOOR FRAME cp < z ENTRY DOOR PER < DOOR SCHEDULE < PROJ REFER TO DETAIL IcI/VOI FOR ADDITIONAL FLASHING REQUIREMENTS. FOR TYPICAL NOTES SEE DETAIL I AND Idl ON THIS SHEET. PROPERTY OWNER STEPHANY PANLILIO 23052-H Alicia Pkvvy, #611 AC- ; xj; t1A 01�a THE rxj I I f.1m PLASHING. LENGTH rr 4�0`T_ ^IxL11t11L11jTKz; I L., 11 aD IN�Sw v 0. Viejo, . FLASHING MUST BE LONG ENOUGH TO PLATFORM TEL: 949.378.21100 FALL A KN. OF 12" BEYOND THE OPENING. 11 EXT. DR HEA011(JAMB 7 xvAwllNDOw.w JAMB POST 3 92 ON TOP AND 50170M 50 THAT IT 15 THRESHOLD BEYOND THE TOP HORIZONTAL PIECE THAT IS ATTACHED IN STEP 4 AFTER THE DOOR z PROJECT ADDRESS: 1912 S. CEDAR ST. R11 5Rv 15 PLACED IN THE OPENING. F 5/61, TYPE X GYP. 5v.- 11 ZONE: APN: 014-111-24 PLATFORM INTERIOR AALL FINISH FIBER BATT INSULATION EXTERIOR DOOR 5RDt INSTALL THE E70M PLUMB AND SWARE PL`rAOOI;� f -3 �1 LEGAL DESCRIPTION: TR 696 BLIK J LOT 13 B'Y'PRESSING THE NAILING FLANGE ANCHORED TO PER ENERGY NOTES PER SCHEDULE :2ND` POSITIVELY INTO A CONTINUOUS BEAD OF STRUCTURE .1 z 2ND SEALANT AHICH EXTENDS THE FULL LENGTH BEAM PER PLAN OFFSET STUDS AND OF THE VERTICAL OPENING W&ES. NAIL 2X OR, 5X WOOD FRAMED WALL SUBMITTAL SET THE FLANGE TO THE STUDS. SILL PLATE AS PER STRUCTURAL 4TH: ATTACH THE FOURTH 57TUP OF FLASHING REQUIRED TO WOOD DOOR FRAME LAST, OVERLAPPING AND SEALED AGAINST ACCOMOPATE SHEAR EXTERIOR CEMENT PLA5TER, REVISION DATE THE FULL HEIGHT OF THE OUTER FACE ELEVATION PANEL. OVER METAL LATH OVER. OF THE TOP NAILING FLANGE WITH A ALUMINUM THRESHOLD SUBMITTAL NO. I I JUN 2005 CONTINUOUS BEAD OF SEALANT. CUT NON-METALLIC, SPACER MINIMUM I LAYER OF GRADE Ti-E TOP PlBar-_ OF FLASHING SUFFICIENTLY I" MIN. RTD.F. SILL PLATE D BLDG. PAPER AT ALL SET IN BED OF MASTIC SUBMITTAL NO. 2 LONG, W T14AT IT AILL EXTEND FFLASHING. ST TE PERSTRUCTURAL VERTICAL WALLS, 2 LAYERS IST EDGES Of! BOTH STRIPS OF SIDE FLASHIN& STUD`5 & ANCHOR BOLTS, AT ALL SOLID 5HEATIN(5 5TI4- NAIL FRAME 4" P14CM EACH END AND SIZE AND SPACING, loll O.C. TO 571im. PER STRUCTURAL TOP OF SLAB 1/4"/FT MAX. FOR 00,5,::_,� . <_ . . + < . I .. . . -26 MIN. 6.1. NEFF 5CREEP LANDING AREA ONL . . YV HOLES AT CI" O.G. TYP. 4SLOPE TO DRAIN - .0 . AWAY FROM DOOR OPENINO PER PLAN 5/611 X 511 LAS BOLT AT EACH END f=Ep 4 loan NOTE: PROVIDE 50LID SACKING FOUNDATION' 41 'SIMP50N" A35 ANCHOR 4 TO SUPPORT M015TOP PAPER. STAPLE PERIMETER OF 5TRUCT. V. IrANERAL IMPREGNATED I MOISTOP To FRAMING MEMBERS f�BER EXPANSION STRIP T511PE EDGE TO 4 4 11, FROM OUTSIDE 1 1/2" AIDE 16 GAGE & 4 4 < PREVENT WIND DAMA&E. METAL STRAP ENCIRC, IN NOTE: SEE 2001 C.R.C. DOUBLE J015T 4 d4 I GRADE LINE SHEET METAL WHERE SPECIFIED TYP, ADDITIONAL REQUIREMENTS CONCRETE STOOP THE WATER HEATER AND SECTION 510 FOR PER PLAN . .. .- - . . .1 ANCHORED TO THE WALL 4 SHALL BE INSTALLED PER SMACNA FRAMING AT THE TOP AND DETAILS [26 &A. G.I. PAN RECOMMENDED SPECIFICATIONS BOTTOM 1/5 OF THE WATER PLAN NOTE: STRAP SHALL BE 5EE5TRUCT, FOR BY SHEET METAL CONTRACTOR INSTALLED IN A MANNER CONCRETE SLAB PER STRUCT. d. INSTALLED PRIOR TO 1;�OOR. INSTALLATION. 55 ABOVE CONTROLS. LOCATIONS. SCALE: AS NOTED JOB NO: 05024 HEATER. KEEP STRAP 4" MINIMUM YSHICH WILL NOT DEPRESS J015T5 PER PLAN SHEAR WALL ANY REQUIRED ENERGY INSULATION BLANKET. REFER TO DETAIL 201VOI FOR ADDITIONAL FLASHING REOUIREMENT5. DATE: 06.01.05 DRAWN BY: S.H. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ........... ... 11 I -oil WATER HEATER NTS N.T.5. Zj Nk NT5 16 ROUGH OPEN I N G 12 EXT. P L A z" 3"T E R SCREED 8 EXT. DOOR THRESH. DOOR FLAto"MR1103 2""'o 11w 4 ..... ... ...... .. SEISMIC TIES . .... ..... . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . ........................ ........... . . . . . . . . . . . 1777-7 lu OWNERSHIP OF DOCUMENTS 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 EXPENSIVS INCLUDING ATTORNEYS FEES ARISING OUT OF SUCH UNAUTHORIZED REUSE OF THE ENGINEER'S INSTRUMENTS OF SERVICE BY THE OWNER OR BY OTHERS ACTING THROUGH THE OWNER. �J#zI#: 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. PLYWOOD WEB JOISTS 1. MANUFACTURER SHALL SUPPLY TO ARCHITECT, ENGINEER AND BUILDING DEPAR- TMENT,CALCULATIONS AND SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ALL CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED BY A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER. SHOP DRAWINGS SHALL SHOW ALL CRITICAL DIMENSIONS FOR DETERMINING FIT TO THE BUILDING AND THE LOADS THE JOISTS ARE DESIGNED TO SUPPORT. 2. IT SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER TO OBTAIN ARCHITECT AND ENGINEER APPROVAL OF CALCULATIONS AND SHOP DRAWINGS PRIOR TO FABRICATION. 3. JOISTS SHALL BE DESIGNED AND FABRICATED TO SAFELY SUPPORT ALL SUPER- IMPOSED DEAD, LIVE, WIND AND LATERAL LOADS; SPECIAL LOADING SUCH AS MECHANICAL EQUIPMENT, ECT.; AND TO ACCOMMODATE ALL SPECIAL FRAMING CONDITIONS FOR THE SPANS AS INDICATED OR REQUIRED. 4. DEFLECTIONS SHALL BE LIMITED TO THE FOLLOWING: FLOOR JOIST - LIVE LOADS............................................................. ........ ......... L/480 - DEAD LOAD PLUS LIVE LOAD......................................................L/360 5. MINIMUM TOP CHORD SHALL BE 2x4 UNLESS NOTED OTHERWISE 6. ALL CONNECTORS SHALL BE ICBO APPROVED AND OF ADEQUATE STRENGTH TO RESIST ALL STRESSES DUE TO THE LOADINGS AS OUTLINED IN NOTE 3 ABOVE 7. CROSS BRIDGING AND/OR BRACING SHALL BE PROVIDED AND DETAILED AS TO ADEQUATELY BRACE ALL JOISTS. SPECIFIED BY MANUFACTURER. 8. LOADS: AS SHOWN ON DRAWINGS PARALLAM "PSL" BEAMS AND HEADERS 1. ALL BEAMS AND HEADERS NOTED AS "PSL" SHALL BE MANUFACTURED/ ENGINEERED BEAMS FROM TRUSS JOIST MAC MILLAN IN ACCORDANCE WITH i.C.B.O. REPORT No. NER481 2. MINIMUM DESIGN PROPERTIES AS FOLLOWS: E = 2.Ox10 PSI F(b = 2900 PSI F(V) = 290 PSI MICROLLAM "LVL" LOISTS AND BEAMS 1. ALL BEAMS AND HEADERS NOTES AS "LVL" SHALL BE MANUFACTURED/ ENGINEERED BEAMS FROM TRUSS JOIST MAC MILLAN IN ACCORDANCE WITH I.C.B.O. REPORT No NER 481 2. MINIMUM DESIGN PROPERTIES AS FOLLOWS: TYPICAL: E = 1,900 KSI F(b) = 2,600 KSI F(v) = 285 KSI GLUE LAMINATED BEAMS 1, ALL GLUED -LAMINATED BEAMS SHALL BE INDUSTRIAL APPEARANCE WITH EXTIOR GLUE UNLESS OTHERWISE NOTED. 2. CANTILEVERED AND CONTINUOUS BEAMS SHALL BE 23F - V8 3. SIMPLE SPAN BEAMS SHALL BE 24F - V4 4. CERTIFICATE OF INSPECTION FOR EACH GLU - LAM BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED TO AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO ERECTION. 5. ALL LAMINATIONS SHALL BE 2" NOMINAL. 6. BEAMS SHALL BE CAMBERED cx 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 MINIMUN CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE. SLABS ON EARTH............................................................CENTER OF SLAB CONCRETE BELOW GRADE, FORMED.......................................................3" CONCRETE BELOW GRADE, UNFORMEND ( POURED AGAINST EARTH) 7. DOWELS FOR WALLS SHALL BE THE SAME SIZE SPACING AS THE WALL REIN- FORCEMENT AND SHALL LAP WITH THE WALL REBAR AS NOTED ABOVE UNLESS NOTED OTHERWISE. 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 FOR #3 AND SMALLER AND GRADE 60 FOR #4 AND LARGER. WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A706. 9. ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO THE POURING PF ANY CONCRETE OR GROUT. 10. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPR U.N.O. IN SOILS REPORT WITH A WATER/CEMENT RATIO LESS THAN 0.40 STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A992 2. ALL FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST STANDARD EDITION OF THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 3. NO FIELD CUTTING OR BURNING OF STRUCTURAL STEEL SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/STRUCTURAL ENGINEER 4. ANCHOR BOLTS AND UNFINISHED BOLTS SHALL CONFORM TO ASTM A307 5. ALL WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS USING PROPER E70xx APPROVED COATED RODS AND PERFORMED BY CERTIFIED WELDERS. ALL FABRICATION AND WELDING SHALL BE PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR. WELDING MAY BE PERFORMED IN THE SHOP OF AN ARC PROCESS WITH AUTOMATIC WELDING (SAW-1). LOW HYDROGEN ELECTODES SHALL BE USED IN WELDING OF REINFORCING BARS. 6. ALL PIPE SHALL CONFORM TO ASTM A53 GRADE "B" (35 KSI) 7. ALL TUBE SHALL CONFORM TO ASTM A500 GRADE "B" (46 KSI) 8. MANUFACTURER SHALL SUBMIT COMPLETE SHOP DRAWINGS TO THE ARCHITECT/ STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. 9. ALL STEEL SHALL BE FABRICATED BY A CODE APPROVED FABRICATOR. MASONRY 1, ALL CONCRETE BLOCK SHALLCONFORM TO ASTM C90, GRADE N-1. USE OPEN END BLOCK AS REQUIRED TO ACCOMMODATE VERTICAL REINFORCING, 2. LAP ALL BARS A MINIMUM OF 40 BAR DIAMETER (2" - 6" MINIMUM) AT SPLICES UNLESS NOTED OTHERWISE. 3. ALL MASONTY SHALL BE REINFORCED GROUTED MASONRY. GROUT SOLID ALL CELLS. 4. SPLICES OF HORIZONTAL REBAR IN WALLS SHALL BE STAGGARD. 5. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIXE AND SPACING AS THE WALL OR COLUMN REINFORCEMENT AND SHALL LAP WITH THE WALL OR COLUMN REBAR AS NOTED ABOVE. 6. ALL REINFORCEMENT, BOLTSM ETC, SHALL HAVE A MINIMUM BROUT COVERAGE OF 3/4". PROVIDE 1" GROUT ALL AROUND EACH BOLT BETWEEN BOLT AND BLOCK SHELL, 7. MORTAR SHALL BE TYPE "S" AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH AT 28 DAUS OF 1800 PSI AND MIXED IN THE PROPORTIONS OF 1 PART PORTLAND CEMENT TO 1/2 TO 1/4 PARTS LIME PUTTY TO 2 M2 TO 3 TIMES THE SUM OF THE CEMENT PLUS LIME PUTTY PARTS OF SAND. 8. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS AND SHALL BE MIXED IN PROPORTIONS OF 1 PART PORTLAND CEMENT TO 1/10 PART LIME PUTTY TP 2 TO 3 PARTS SAND TO A MAXIMUM OF 2 PARTS GRAVEL/ 9. RELATIVELY NON -EXPANSIVE FILL SHOULD BE USED IN BACK FILLING BEHIND WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING THE BACK FILL OPERATION. % 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. �lm 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 POSTS AND TIMBERS... ....................................... ...... ......... ......... NOA PLATES...................................... ............ .................... .............. NO. 2 OR BTR. BLOCKING, STRIPPING.. ....................... ...... .......... ...... _ ...STUD GRADE. STUDS........................................................................PER SCHEDULE ON SD-02. 2. PLYWOOD ROOF SHEATHING SHALL BE APA RATED STIR. 1, 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 1 /8 0.192 6. USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL BY THE PROJECT ARCHITECT OR STRUCTURAL ENGINEER, THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVED IN 5/16" PLYWOOD, IF NAIL HEAD PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMYM ALLOWABLE EDGE DISTANCE ARE NOT MAINTAINED THE PERFORMANCE WILL BE DEEMED UNSTATISFACTORY. 7. ALL BEAMS SHALL HAVE POST OR MULTIPLE STUDS BELOW w/ SIMPSON "PC" OR "EPC" CAP, TYPICAL U.N.O. 8. PROVIDE SIMPSON "LU" HANGERS AT ALL JOIST CONNECTIONS 9. PROVIDE SIMPSON "HU" HANGERS AT ALL BEAM CONNECTIONS, TYP. U.N.O. 10. PROVIDE SOUBLE JOISTS UNDER PARTITIONS WHICH ARE PARALLEL TO THE JOISTS. 11. PROVIDE SOLID FULL DEPTH BLOCKING UNDER PARTITIONS WHICH ARE PERPENDICULAR TO THE JOISTS. 12. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUG FIR. 2 13..TOP PLATE OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE AS STUDS. SPLICES TO LAP 4'-O" MIN. AND BE NAILED WITH 16-16d MINIMUM EACH SIDE OF JOINT. 14. PROVIDE 1 X 6 DIAGONAL LET - IN BRACING (AT APPROX. 45 DEGREES) EVERY 25' - O" 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 NOMINAL 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 @ 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" 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 STUD TO SOLE PLATE. ............... ..................... ...................... ............ .......... 4- 8d DOUBLED STUD FACE NAILS............................................................................16d AT24" O.C. DOUBLED TOP PLATES. FACE NAILS...............................................................16 d AT 16"O.C. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL .................................................... 2-16d CONTINUOUS HEADER, TWO PIECES... ............. ............................... .2 ROLLS 16d AT 16" O.C. CONTINUOUS HEADER TO STUD, TOE NAIL ....................... ................................... .......... 4- 8d CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL ............................ ........................... 3-16d 1" X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL ................................. ........... 2- 8d WIDER THAN 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL ... ................. ................. .3-8d 1" BRACE TO EACH STUD AND PLATE, FACE NAIL ........ .......... ........... ........ ............... .......2- 8d BUILT UP CORNER STUDS...............................................................................16d AT 24" O.C. BUILT UP GIRDER AND BEAMS... ... ........... ......................... _20d AT 32" O.C. AT TOP AND BOTTOM AND STAGGARD......................................................................... 2- 20d AT ENDS AND AT EACH SPLICE 2" PLANKS.............................................................................................. 2-16d AT EACH BEARING JOIST OR RAFTERS TO SIDES OF STUDS EIGHT (8) - INCH JOIST OR LESS ........................ .................. ................... ................ 3-16d FOR EACH ADDITIONAL FOUR (4) INCHES IN DEPTH OF JOIST ... ............... ................. 1-16d... JOISTS OR RAFTERS AT ALL BEARINGS, TOE NAILS, EACH SIDE ... 2............................ ......2-1Od 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 III DESIGNER: p HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 PROPERTY OWNER: STEPNANY PANLILIO 23052-H Alicia Pkuy., #611 Mission Viejo, CA. 92692 TEL: 949.378.2100 PROJECT ADDRESS: 1912 S. CEDAR ST. ZONE: R1 APN: 014-111-24 LEGAL DESCRIPTION: TR 696 BLK J LOT 13 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 1 JUN 2005 SUBMITTAL NO.2 SCALE: AS NOTED JOB NO: DATE: 06.01.05 DRAWN BY: 3 " E (Trp) 14 'Y""h cl Px s r I � &7 FOUNDATION PLAN SCALE: 1/4" = i PAD SCHEDULE TYPE AREA DEPTH REFORCING 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. 040111 r 1 N'112 _ I. FOUNDATION EXCAVATIONS 4 REINFORCEMENT SHALL BE EXAMINED $ CERTIFIED IN WRITINO BY THE PROJECT OEOLOOICAL ENGINEER PRIOR TO INSPECTION BY BUILDINO OFFICIAL AND PLACEMENT OF CONCRETE. 2. THERE SHALL BE NO TRENCHES OR EXGAVA- TIONS 5'-0" OR MORE IN DEPTH INTO WHIGH A PERSON 15 REQUIRED TO DESCEND. OBTAIN PERMIT FROM GA DIV. OF INDUSTRIAL SAFETY PRIOR TO 155UANGE OF GRADING PERMIT. 3. PLASTER WEEP SCREEDS TO BE MIN. 26 OA GORRO51ON RE515TANT METAL w/ MIN. 3 1/2" VERT, ATTACHMENT FLANOE. SCREEDS TO BE MIN. 4" ABOVE FIN. ORADE OR 2" ABOVE PAVED SURFACES. LAP WEATHER BARRIER w/ EXT. LATH COVER 4 TERMINATE ON FLANGE. PER U.B.G. 5EGTION 2506.5 4. REFER TO ANCHOR BOLT NOTE FOR BOLT 51ZE $ 5PAGING 4 SILL THICKNESS @ SHEAR WALL5. 5. NOT USED. 6. WOOD MEMBERS IN CONTACT w/ CONCRETE SHALL BE PRE55URF TREATED DOUOLA5 FIR (P.T.D.F.) OR FOUNDATION REDWOOD w/ MARK OR BRAND FROM APPROVED AGENGY. PER U.B.G. 5EGTION 2317.4 $ 2326.6 7. ELECTRICAL OUTLET LOCATIONS IN CONCRETE SLABS SHALL BE VERIFIED wl OWNER. 8. FOR HOLDOWN5 @ FOOTIN05 SEE DETAIL: HOLDOOWN HARDWARE TO BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTIONS. G. STRUCTURAL OBSERVATION PER SECTION 1702 OF THE GBG SHALL BE PROVIDED WHEN 50 DESIGNATED BY THE ARCHITECT OR ENOINEER OF RECORD OR, WHEN SUCH OBSERVATION 15 SPECIFICALLY REQUIRED BY THE BUILDING OFFICIAL. TYPICAL NON -SHEAR WALL ANCHOR BOLTS SHALL BE 5/8" DIA. w/ 2" 50. X 3\16" THK WA5HER5 @ 4&"O.C. ALL ANCHOR BOLT EMBEDMENT TO BE MINIMUM 7" INTO FOOTING BEYOND GOLD JOINT. SILL PLATES SHALL HAVE MIN. 2 ANCHOR BOLTS wi ONE BOLT WITHIN 12" OF EACH END OF SILL. NUT w/ WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE SILL PLATE PER U.B.G. SECTION 1806.6 NON-5HEAR WALL INTERIOR FOOTIN65 MAY HAVE "RAMSET" 1/4" DIA. SHOT PINS @ 24" D.G., I.G.B4O. NO. 163a, OR APPROVED EQUAL. SHOT PIN EMBEDMENT TO BE MINIMUM 1 1/2" INTO CONCRETE. ALL BOLT HOLES SHALL BE DRILLED 1132" TO I/16" OVERSIZED. APPROVED PLATE WA5HER5 REOUiRED FOR ALL HOLD-DOWNS CONNECTOR BOLTS, HOLD-DOWN5 TO BE TIGHTENED .JUST PRIOR TO GOVERINO THE WALL FRAM I NO. FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE WASHER UNDER EACH NUT AND THE NUTS SHALL TO BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. ANCHOR BOLT 5PAGIN0 AT SHEAR WALL5 SHEAR ANCHOR BOLT 51ZE a 5PAG INO WALL# w/ MIN. 2x PTDF SILL Aa 5/8" DIA. ANCHOR BOLT5 @ 54" O.G. A5/&" DIA. ANCHOR BOLTS @ 36" O.G. A5/8" DIA. ANCHOR BOLTS @ 24" O.G. ANCHOR BOLT 5PAGINO AT SHEAR WALL5 SHEAR ANCHOR BOLT SIZE a SPACING WALL# w/ MIN. 3x PTDF SILL A5/5" DIA. ANCHOR BOLT5 @ 16" O.G. 12 3/4" DIA. ANCHOR BOLTS @ 24" O.C. 13 3/4" DIA. ANCHOR BOLTS @ 24" O.G. A5/4" DIA. ANCHOR BOLTS @ 16" O.G. WHERE SHEAR PANELS OCCUR ON BOTH SIDES OF A WALL ANCHOR BOLT SPACING SHALL BE HALF THAT SPECIFIED IN THIS SCHEDULE, FOR EXIST, FTC. USE "SIMPSON" EPDXY ET W/ MIN. 6" EMBEDMENT W/ INSPECTION, FOR 51ZE AND 5PAGINO OF BOLTS SEE ANCHOR BOLT NOTE ABOVE. 1. ALL STUDS SHALL BE SPACED @ 16" O.G. 2_ ALL STUDS AND TOP PLATES AND ANCHOR 51LL'S AT WALL #'5 10,11,12,13,4 14 WITH SHEAR 350 P.L.F. 4 GREATER SHALL BE 3X OR WIDER AT PANEL ..JOINTS AND SILL AT FTO.'S. 3. ALL NAILS FOR PLYWD SHALL BE COMMON NAILS U.N.O. 4. ALL NAILS SHALL BE STA60ERED Y-IHERE NAILS SPACED 2 INGHE5 O.G. 5. ALL LAG BOLT5 SHALL HAVE 1.5" MIN. EMBEDMENT INTO SUPPORTING, MEMBERS. 6. ALL 20d NAIL HOLES SHALL BE PREDRiLLED. 7. ALL PLATE WASHERS FOR SILL ANCHOR BOLTS SHALL BE MIN. 2" 50. X 3/16" THK AND USED ON EACH BOLT. 8. FOR ANCHOR BOLT LENGTH, REFER TO FOUNDATION DETAILS. ALL ANCHOR BOLTS SHALL HAVE 7" MIN. EMBEDMENT FROM FIRST POUR. BE$ S- #, ; .. HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322,7922 FAX: 949.488.8940 `' i Lei :4 � PROPERTY OWNER STEPHANY PANLILIO 23052-H Alicia Pkwy., #611 Mission Viejo, CA. 92692 TEL: 949.378.2100 PROJECT ADDRESS: 1912 S. CEDAR ST. ZONE: R1 APN: 014-111-24 LEGAL DESCRIPTION: TR 696 BLK J LOT 13 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 1 JUN 2005 SUBMITTAL NO.2 13 JUN 2005 SITE REVISION NO. 1 28 JUL 2005 FOUNDATIOff [i SCALE: AS NOTED JOB NO: 0502 DATE: 07.28.05 DRAWN BY: SJ FRAM N6 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. 1ST t FRAMING HAN K 5f=r..IFISATI0N5 GEILING JOISTS "SIMPSON" HANGER JOIST SIZE JOIST SPAN FACE TOP 2x12 < 26'-O" U210 JB212 2xIO < 24'-O" LU2& JB210 2xb < 21'-0" LU526 J52& 2x6 < 16'-0" LU526 JB26 2x4 < 10-0" U24 HU24TF HAN(5F-R SPE:G I F I C /AT I OILS ROOF RAFTERS "SIMPSON" HANGER J015T 51ZE JOIST SPAN FACE TOP 2x12 < 23'-0" U210 JB212 2xi0 < IC,-01" LU2f3 J5210 2xb < 15'-0" LUS26 JB2b 2x6 < 11'-0" LU526 JB26 HANGERS TO BE SKEWED/SLOPED AS REGUIRED HAN(5R SFFEC I F I GAT I CN5 FLOOR JOISTS "51MP50N" HANGER JOIST SIZE JOIST SPAN FACE TOP STEEL TJI PRO550 < 23'-0" MIU49 ITT411.55 ITT411.25 TJI PR0250 < 20'-0" IUTII ITTll.bb ITTII.25 2x12 DJ < 15'-O" U210 JB212 JB210 2xIO DJ < 10'-0" F:L7U75287JE3210 LB28 ROOF SHTG. TO BE 1/2" EXTERIOR GRADE PLYNOOD (52/16) w/ bd @ 6" O.G. BOUNDARIES 4 PANEL EDGES, 6 bd @ 12" O.G. IN FIELD. U.N.O. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE GOVERING. FAGS GRAIN OF PLYN000 SHALL BE PERPENDICULAR TO SUPPORTS. r THE UNINCORPORATED AREA OF THE COUNTY 15 CONSIDERED TO BE A "SPECIAL WIND REGION." ALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFAGTURER'5 IN5TRUGTION5. ALL FASTENERS TO RESIST HIND LOAD OF NOT LE55 THAN 50 MPH O.G. BLDO. ORD. #38bci SEE DETAIL: 15/0-12 ROOFING MANUFACTURER TO PROVIDE SAMPLES OF COLORS AT JOB SITE FOR OWNER AND D.G.A. APPROVAL PRIOR TO ORDERING OF MATERIALS. PROVIDE G.1. METAL FLASHING AT ALL ROOF 4 WALL INTERSECTIONS. PROVIDE 6.1. METAL FLASHING AT ALL VALLEYS. SEE GENERAL NOTES $ 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 WALLS, BEAMS OR FULL HT. SHEAR HALLS BELOW. PROVIDE 2x6 KICKERS FROM BEARING POINTS > NALL5 BELON TO HIPS, VALLEYS 4 RIDGES @ 45 DEG. ANGLE MIN. ATT IO \/ENT NOTF- SEE SHEET A-4.1 FOR ATTIC, VENT NOTES ADDITION I EXISTING i I-- '-------------- T ---------------- 7 (iYPJ BEARRINO WALLS 2x4 STUDS @ 16" O.G. MAX. HT.: 10'-0" 3x4 STUDS @ 16" O.G. MAX. HT.: 10'-0" 2xb STUDS @ lb" D.G. MAX. HT.: 14'-0" 2x8> STUDS @ 16" Q.G. MAX. HT.: I6-0" NON -BEARING NALL5 2x4 STUDS @ lb" O.G. MAX. HT.: 14'-O" 2x3 STUDS @ 16" O.G. MAX. HT.: 14'-0" 2xb STUDS @ 16" O.G. MAX. HT.: 20'-0" UTILITY GRADE STUDS SHALL NOT BE SPACED MORE THAN 16" O.G., OR SUPPORT MORE THAN ONE ROOF AND GEILINO, OR EXCEED b'-O" IN HEIGHT FOR EXTERIOR AND LOAD BEARING HALLS, OR 10'-0" IN HEIGHT FOR INTERIOR NON -BEARING NALL5, ALL PLUMBING HALLS TO BE 2 x 6 STUDS MIN. STUD MAX. HEIGHTS PER U.B.G. TABLE 23-1-R-3, I w I I I I I I w I I I I I I I I I I I I I I I I SHEAR PANEL PER SCHEDULE ENGINEERS SHEAR NALL # PER S W STRUCTURAL CALCULATIONS L (--:----- PANEL LENGTH A-- MOMENT FRAME SHEAR PANEL SHEAR PANEL LOCATION # BEAM ELEVATION PER SCHEDULE ON PLAN BEAM # PER ENGINEERS GALGS. QED BEAM/JOIST LINE BEARING POINT FROM ABOVE ON BEAM JOIST/RAFTER SPAN, TYPE AND 51ZE PER SCHEDULE GANTILEVERED JOISTS 2xb 5TUD5 @ 16" O.G. INTERIOR BEARING WALL CONTINUED POST FROM ABOVE ///EN�' BUILDING SECTION REFERENCE LETTER 12 BUILDING 5EGTION SHEET NUMBER 2 DETAIL REFERENCE NUMBER D4 DETAIL SHEET NUMBER L 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 EACH END WITH A 4x POST OR LARGER. BEAMS AND HEADERS 4xI0 OR SMALLER TO BE SUPPORTED AT EACH END BY DOUBLE STUDS EXCEPT AS NOTED ON PLANS. 3. PROVIDE "TJI-550" OR EQUAL BELOW WALLS EXCEPT AS NOTED OTHERWISE ON PLANS @ GOMP051TE TRUSS FLOOR FRAMING. PROVIDE "TJI" BLOCKING BELOW WALLS PERPENDICULAR TO JOISTS, 4. PROVIDE DOUBLE JOISTS BELOW NON -BEARING, AND TRIPLE .JOISTS BELOW BEARING WALLS EXCEPT AS NOTED OTHERWISE ON PLANS @ 2x STANDARD FLOOR FRAMING. BOND 2x'5 WITH 2-I6d R.5. NAILS @ 24" O.G. ALTERNATE SIDES. SOLID BLOCK BELOW WALLS PERPEN- DIGULAR TO JOISTS. 5, FIREBLOGK ALL DROPPED AND 5OFFiTED GEILIN65, TYPICAL. 6. PROVIDE RAFTER TIES @ 4b" O.G. IN LONER 1/3 OF ATTIC 5PAGE NHERE CEILING JOISTS ARE NOT PARALLEL TO ROOF RAFTERS, 7. ALL FRAMING HARDNARE TO BE "SIMPSON STRONG TIE ING." OR APPROVED EQUAL. b. NHERE OBL. TOP PLATES ARE BROKEN OR INTERRUPTED PROVIDE MIN, I/b" THK.x 1-1/2" W1DE METAL TIE STRAPS. LAP ALL TOP PLATE SPLICES MIN. 4'-0" cf. ALL UNSPECIFIED HEADERS TO BE MIN. 4x4. 10. ALL POSTS 4x4 AND LARGER TO HAVE "SIMPSON" A-35 EAGH SIDE OF POST TO TOP AND BOTTOM PLATES U.N.O. ON PLANS. 11. ALL PLUMBING HALLS TO BE MIN. 2xb STUDS. 12. GLUED -LAMINATED BEAMS SHALL BE MARKED ANSI/AITG STANDARD AlaO.l. 13. PROVIDE FIELD IN5PEGTOR WITH APPROVED "GERTIFIGATION OF INSPECTION" 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 NALL5, POPOUTS OR FURRING, APPLY SHEAR PANEL PRIOR TO OTHER FRAMING TO PRESERVE SHEAR WALL CONTINUITY. lb. STRUCTURAL OBSERVATION PER SECTION 1702 OF THE GBG SHALL BE PROVIDED WHEN SO DESIGNATED BY THE ARCHITECT OR ENGINEER OF RECORD OR, NHEN 5UGH OBSERVATION I5 SPEGIFIGALLY REGiUIRED BY THE BUILDING OFFICIAL, 17, LAG BOLTS: PROVIDE LEAD HOLE 40% - 70% OF THREADED SHANK DIA. AND FULL DIA. FOR SMOOTH SHANK PORTION. 5HEAR PANEL 5GHED1JLE WALL# PLYW000 4 NAILiNO PER ALLOWABLE SILL NAILING U.H.G. TABLE 23-1-K-1 SHEAR -I/5" 5TUGCO 0/ PAPER A5BACKED LATH wl 16 6A. STAPLES @ b"O.G. AT T4t3 150 PLF 16d @ b" O.G. PI ATE5, EDGE OF SHEAR WALL AND ON FIELD A 3/b" 5TRUGT. 11 PLYWD. w/ 5d @ b"O.G. BOUND. 4 26O PLF Ibd @ 6" O.G. EDGES 4 12"0.6. FIELD 3/b" 5TRUGT. 11 PLYWD. w/ A bd @ 4"O.C. BOUND. 4 34G PLF Ibd @ 4"O.G. FDGF5 4 12"0.6. FIELD SHEAR ANCHOR BOLT SIZE 4 5PAGING WALL # kV MIN 3X PTDF SILL 3/5" 5TRUGT. 11 PLYWD. 20d @ 3" O.G. w/ bd @ 3"O.G. HOUND. 4 4,40 PLF OR 112" DIA. LACE 12 E EDGES 4 12'"O.C. FIELD B0LT5 AT Ib" O.G. 515" 5TRUGT. 11 PLYWD. 20d @ 2-1/2" O.G. wl 5d @ 2"O.G.. BOUND. 4 650 PLF OR 112" DIA. LAG A G EDOE5 4 12"O.G. FIELD BOLTS AT 12" O.G. 15/32" 5TRUGT. II PLYWD. 20d @ 2" O.G. wl IOd @ 2"O.G. BOUND. 4 110 PLF OR 112" DIA. LAC A FDOE5 4 12"O.G. FIELD BOLTS AT 10" O.G. 19/32" 5TRUGT. II PLYWD. 20d @ 2" O.G. w/ IOd @ 2"O.G. BOUND. 4 570 PLF OR 112" DIA. LAC A C EDGE5 4 12"O.G. FIELD BOLT5 AT 5" O.G. AINDIGATES SHEAR WALL NOT �INCLUDED IN 5TRUGT. DE516N FOR SHEAR PANELS 11, 12, 13 4 14 PROVIDE MIN. 3x BOUNDARY MEMBERS 4 SILL PLATE (350PLF) wl 5TA66ERED NAILING @ BOUNDARIES 4 EPOE5, THE77AX. HEIGHT TO WIDTH RATIO FOR SHEAR WALL5 15 2:1 UNBLOCKED SHEAR WALLS ARE NOT PERMITTED. WHERE PANELS ARE APPLIED TO BOTH FAGES OF A WALL 4 NAIL SPACING 15 LE55 THAN 6" O.G. PANEL JOINTS SHALL BF OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE MIN, 3x W/ NAILS ON FAGH 51DE 5TACGERED. SILL NAIL.INC SHALL BE HALF THAT 5PECIFIED IN THIS SCHEDULE AND 5TAOOERED w/ MIN 3x SILL PL. (1). ALL STUDS SHALL BE 5PAGED @ 16" O.G. (2). ALL NAILS FOR PLYWOOD SHALL BE COMMON NAILS UNO. (3). ALL NAILS SHALL BE 5TA66EREP WHERE NAILS 5PAGFD 2" O.G. (4). ALL FIELD NAILS TO BE 10d @ 12" Q.G. (5). ALL LAO BOLTS SHALL HAVE 1-1/2" MIN. EMBEDMENT INTO SUPPORTING WOOD MEMBERS. (b). ALL 20d NAIL HOLES SHALL BE PREDRILLED. aTOP OF BEAM @ TOP OF JOISTS F2] TOP OF BEAM @ BOTTOM OF JOISTS 110 1:fl TOP OF 2x NAILER @ TOP OF JOISTS F-41 TOP OF 2x NAILER @ BOTTOM OF JOISTS F5] BOTTOM OF BEAM @ BOTTOM OF GLG. J015T5 BOTTOM OF BEAM @ TOP OF PLATES -7] TOP OF BEAM @ TOP OF PLATES TOP 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 •-y M ZMA . PROPERTY OWNER: STEPHANY PANLILIO 23052-H Alicia Pkwy., #611 Mission Viejo, CA. 92692 TEL:949.378.2100 PROJECT ADDRESS: 1912 S. CEDAR ST. ZONE: R1 APN: 014-111-24 LEGAL DESCRIPTION: TR 696 BLK J LOT 13 REVISION DATE SUBMITTAL NO. 1 1 JUN 2005 SUBMITTAL NO.2 13 JUN 2005 SCALE: AS NOTED JOB NO: 05024 DATE: 06.13.05 DRAWN BY: S.H. MIN. W-Irod NAILS AT Ir_-r TO PA (EACH 2x 5 2A t MIN. NAIL TO F (EAC JOISTS PER F WALL PER PL 1 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 2X4 STUDS @ 16" O.C. 16d @ 8"O.C. PLYWOOD WHERE OCCURS A35's @ 141 2x6 F.J. PER PLAN B.N. >< MAX BORE 60% OF WIDTH 2x4 - (2 1/8" DIA. HOLE) MIN. 24" WIDE x 18" HIGH 2x6 - (3 3/16" DIA. HOLE) CRAWL SPACE ACCESS 3/4" CDX T&G PLYWOOD SHEATHING W/ 10d @ 6- O-C, 4" WIDE CURB WALL. 1 AT EDGES AND 10" O.C. IN FIELD - P.I. 32/16, GLUE. V R-19 BATT. INSUL. >yl fill MAX NOTCH 40% OF WIDTH 1 2x4 - (1 3/8" DEEP NOTCH) :2� 5 #4 BARS 2x6 - (2 1/8" DEEP NOTCH) N T -TOWTINEW 0 A RIDGE BEAM OR BOARD PER PLAN '5IMP5ON' A35F AT EA SIDE OF POST 4X KING P05T PER PLAN "SIMPSON" A35 AT EA 51DE OF P05T STUD WALL PER PLAN DBL STUD BELOW K.P. HDR OR BEAM WHEN OCCURS PER PLAN MIN. (b)-l(od NAIL S AT. TO J5T P; '00 B. I ivi v� llvA I 2X6 P.T. D.F. SILL WITH 5/8" DIA. X 10- ANC. BOLTS @ 72" O.C. 5T5 PER PLAN ago 10 PLYII ROOF SHTO SIMPSON" RAFTERS PER PLAN A35 PER "5IMP5ON" A35 56HEDI)LE PER SCHEDULE EN DBL. TOP PLATE SHEAR WALL PER PLAN 2x 5TUD5 c9 16" O.G. 2x 5TUD5 @ lb" O. G. SHEAR MALL PER PLAN 2x 5LOCKINO "51MP50N" A35 FR5GHF1?L)LE CEILING JOISTS PER PLAN DBL. TOP PLATE 2x 5TUD5 @ 16" O.C. SHEAR WALL PER PLAN SIR! [Jill 'SIMPSON" A55 5PACINO 6 TOP PLATE, U.N.O. ON PLANS SHEAR WALL # PANEL ONE 51DE PANEL TWO SIDES NONE 32" O.r- Ll 20" O.C. 10,5" O.G. 10 14" O.C. 1.0,, O.G. D.G. 5511 O.G. 12 5" O.G. 1 4.5" O.C. '111 D.G.13 14 fill 0_G. 5T22 @ 32" O.G. ROOF 5HT 6, PER PLAN ARE> PER PLAN PLYX<OOD WHERE OCCON'S E. 2x BL&K SHEATHING 0/ FLOOR JOISTS PER PLAN 2X LEDGER W/ 1/2" D 16- LAG BOLTS ST 'D 16" BOLTS O.C. IN PRE- eILLED HOLES. f F A35 PER 2x6 P.T. D.F. SILL MIN, 05L STUDS SCHEDULE WITH 5/8" DIA X 10" END OF SHEAR PANEL E.N. ANC. BOLTS @ 72" HP PER PLAN DEL. TOP PLATE O.C. WITHIN 12"OF (E) SILL PLATE NEWCRIPPLE HALL ENDS B.M 2x 5TUD5 a 16" O.G. (E) CONIC. SLAB O\/ER E. FOOTINO SHEAR HALL PER PLAN NEW CRIPPLE WALLSIMPSON GH46-6 Ton 2x STUDS @ 16" O.G. Z GIRDER HANGER 1 <II SHEAR WALL PER PLAN 'SIMPSON" A35 5FACANO CONTINUOUS TO RAFTER TOP PLATE, U.N.O. ON PLANS SHEAR PANEL PANEL HALL # ONE SIDE TWO 51DE5 E.N. NONE 52" O.C. NEW ABABOVE N. ' GEILINO -JOISTS PER PLAN 3" EDGE DISTANCE q 20" O.G. 10.5" O.G. EX15TINC, #4 BARS 10 14" O.G. -1.0" O.G.E.N. SIMPSON SET EPDXY BELOW RIR #252-7q TOP PLATE C\l 11 fill O.C. 5.5" O.C. 1 12 1 5" O.G. 1 4.5" O.G. EX15TINO 5TUD5 @ 160" O.C. 13 -v O.C. 14 6" D.G. SHEAR HALL PER PLAN III Illilliq • ;0 04 2X4 STUDS @ 16" Q.C. 16d 0- 8" O.C. 36s @ 16" O.C. 2X6 F.J. @ 16" O.C. R-19 BATT. INSUL. #4 BARS\ E. STUD WALL WHERE OCCURS A35's 6" O.C. SHEATING E. FLR, JOISTS ZA3 &S SHEAl N. 6/8" DIA. AB.S X 8" W/ EPDXY. CONCRETE PIER BARS EACH WAY PER FDl PLAN 7 BARGE DETAIL 16d @ 8- O.C. A35 @ 16- O.C. WHEN 2X4 STUDS @ 16' Q.C. NO SHEAR OCCURS PLYWO HERE 3/4" CDX T&G PLYWOOD OCCUR� SHEATHING WI 10d @ 6" O.C. AT EDGES AND 10" O.C. I 2x6 BLOCK FIELD - P.I. 32116, GLU B.N. 2X6 F.J. @16- O.C. 2x6 P.T. D.F. SILL WITH 5/81, SILL 5/8.. 4x6 GIRDER DIA. X 10" ANC. BOLTS @ 72- FIT. DF. D.C. WITHIN 12"OF NENDS o B-N, I 66T EA. SIDE 4x4 POST PT. DF. Lu A35 EA. SIDE N Ur - B.N. 2x6 BLC 3/4" CDX T&G PLYWOOD SHEATHING W/ 10d @ 6- O. AT EDGES AND 10" O.C. IN FIELD - P. 1. 32116 2X6 MUD SILL W/ 3/16" X 31 POWER DRIVEN PIN W/ 16 GA. WASHER 4X6 GIRDER\ —66T EA. SIDI 4X4 POST **7 111 Xi (5) 16d 2x RAFTERS PER PLAN PER PLAN SIMPSON A35 @ 48" O.C. SIMPSON A35 @ 24" O.C. EN. 8d @ 6" O.C. 2x SOLID BLOCKING 2X4 FULL HIGH NO BREAK @ CLG LEVEL FIREBLOCK A36s; @ 16" O.C. !X6 F.J. @ 16" O.C. 4x6 GIRDER 66T EACH SIDE 4X4 POST A35 EACH SIDE RETE 2 1 31 16d @ 8- O.C. A36s @ 16" O. JA 3/4" T&G PLYWOOD EATHING W/ 10d @ 6" O.0 AT EDGES AND 10" O.C. IN FIELD - P.I. 32/16, GLUE. 35 '5 @ 16" 0. - 3/4" T&G PLYWOOD EATHING W/ lod 2X6 @16- O.C. R-19 BAIT. INSUL. 2x6 MUD SILL D W/ 3/16" X 3 1/2""#4 B POWER DRIVEN 04 Pr ----------- PIN W1 16 GA. z WASHER WITH"SIMPSO ONCRETE NOTE: WHEN EXISTING FTG ANCHOR BOLT TO BE PLACED LN"ET22 3/8" P R DIA. SPACED TO MATCH SCH. ON FDN, PLAN w/ MIN. 9.6'EMBEDMENT INTO EXISTING 81, SQ. FDN. INSTALL PER MANUF. SPECS. 1.75" MIN. EDGE DISTANCE TO A. BOLT if '\-8 EXT. 1 STORY FTG. 4 ire DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 PROPERTY OWNER STEPHANY PANLILIO 2305241 Alicia 11 #611 Mission Viejo, CA, 92692 I TEL: 949.378.2100 PROJECT ADDRESS: 1912 S. CEDAR ST. ZONE: Rl APN: 014-11124 LEGAL DESCRIPTION: TR 696 BLK J LOT 13 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 1 JUN 2005 SUBMITTAL NO. 2 13 JUN 2005 STRUCTURAL DETAILS SCALE: AS NOTED JOB NO: 05024 DATE: 06.13.05 DRAWN BY: S.H.11: CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R Project Title.......... ADDITION TO PANLILIO Date..06/04/05 07:46:04 Project Title.......... ADDITION TO PANLILIO Date..06/04/05 07:46:04 Project Address........ 1912 S. CEDAR STREET***** --------------- -- SANTA ANA 92707 *v6.01* MICROPAS6 v6.01 File-PANLILIO Wth-CTZ08S92 Program -FORM CF-1R j Documentation Author... LAM NGUYEN******* Building Permit # I User#-MP0820 User-D & N Associates Run -ADDITION TO PANLILIQ D& N Associates--------------------_--------------------------------------------------- 12277 Baja Panorama Plan Check Date Santa Ana, CA 92705 714-538-3828 Field Check./ Date Climate Zone........... 08--------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ==MICROPAS6 v6.01 File-PANLILIQ Wth-CTZ08S92 Program -FORM CF-1R I User#-MP0820 User-r & N Associates Run -ADDITION TO PANLILIO GENERAL I N'FORMAT ION Conditioned Floor ,Area..... 797 sf Building Type .............. Single Family Detached Construction Type ......... Addition Alone Building Front Orientation. Front facing 90 deg (E) Number of Dwelling Units,.. 1 Number of Stories.....,.... 1 r Floor Construction Type.... Slab On Grade Glazing Percentage......... 12.8 % of floor area Average Glazing U-factor... 0.6 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling H'eight..... 8 ft BUILDING SHELL INSULATION Component -------------- --------- Frame Cavity sheathing Total Assembly Type Type R-value R-value R-value U-factor Location/Comments - ______ Wall _ wood R-13 R-O R-13 0.088 SOUTH, WEST, NORTH Roof Wood R-30 R-0 R-30 0.035 Attic SlabEdge None R-0 R-O F2=0.760 To Outside FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading -------------- Fins ----- -------------------- window ----- ------ ---„----------------- Left (S) 28.0 0.600 0.650 Standard haven None Window Back (W) 28.0 0.600 0.650 Standard Woven None window Right (N) 46.0 0.600 0.650 Standard Woven None MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF--1R Project Title.......... ADDITION TO PANLILIO Date..06/04/05 07:46:04 Project Address........ 1912 S. CEDAR STREET ****** _ - ----_- SANTA ANA 92707 *v6.01** _____,_�__ _ Documentation Author... LAM NGUYEN ****** Building Permit # D & N Associates 12277 Baja Panorama Plan Check / Date Santa Ana, CA 92705 714-538-3828 Field Check/ Date Climate Zone. ,..... 08 _ Compliance Method...... MICROPAS6 v6.01 for 2001 Standards -by Enercomp,-Inc. _ _ MICROPAS6 v6.01 File-PANLILIO Wth-CTZ08S92 Program -FORM MF-1R _ ____User#-MP0820--User- ^ -` D&NAssociates-_ _T --Run-ADDITION TO PANLILIO -_________ Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used- Items marked with an asterisk (*) may be superseded by more stringent compliance re s listed on the Certificate of Compliance. When this checklist is incorporated tinto the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. 13UILDING ENVELOPE MEASURE` -------------------------- Design- Enforce- *150(a): Minimum R-19 ceiling insulation. er �/ ment 150(b): Loose fill insulation manufacturer's labeled R-Value. *150(c): .Minimum R-13 wall insulation in wood framed walls or equivalent U-factor in metal frame walls (does not apply .fir to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in .framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 Perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. t 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between Conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U-factor, certified. Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstxipped; all joints and penetrations caulked and sealed. ISO (g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150 M : Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door ►, r SLAB SURFACES Area Slab Type (sf) __-Standard Slab 672 HVAC SYSTEMS - Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat __.Type_____ -Efficiency- Airflow--Locationq R_value Leakage -_D __ _-_Type Furnace 0.780 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback SPECIAL FEATURES AND MODELING ASSUMPTIONS * * items inthissectionshouldbe documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Fenestration Shading. REMARKS MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF-1R Project `Title .......... -ADDITION �TO PANLILIO- gate-.06/04/05M07:4- _4 6.04 MICROPAS6 v6.01 File-PANLILIO Wth-CTZ08S92 Program -FORM MF-1R User#-MP0820_ user-D & N Associates Run -ADDITION TO PANLILIO ---_-_-_---------- __------------ ------------ --r------ b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING,WATERHEATINGANDPLUMBINGSYSTEM MEASURES - - - -- - Design- Enforce- 110-113: HVAC equipment, water heaters, showerheads and er ment faucets certified by the' Commission. 150(h): Heating acid/car cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150'j): Pape and Tank insulation 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 of R-12 or greater. 2. First 5 feet Of pipes Closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or ether indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping .insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. 150 (m) : Ducts and Fans 1. All ducts and, plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectins. 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level. of R-4.2 or enclosed entirely in conditioned space, Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth knack rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114; Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric CERTIFICATE OF COMPLIANCE: RESIDENTIAL _ Page 3 CF-1R Project Title......, ..-ADDITION�T'O�PANLILIO - Date..06/04/05 07- MICROPAS6 v6.01 File-PANLILIO- Wth-CT208S92- Program-FORMµCF-1R --_-i _User#`M.P0820 - User_ - - - -_ D&N.AssociatesRun_A.DDITION- - TOPANLILIO -_-_ COMPLIANCE STATEMENT This certificate of compliance lasts the building features and performance Specifications needed to comply with Title-24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement 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' is varied is indicated in the Special. Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... SCOTT HUDGINS Name..,. LAM NGUYEN Company. Company. D & N Associates Address. 27626 PASEO SC)NATA Address. 12277 Baja Panorama SAN JUAN CAPISTRANO Santa Ana, CA '92705 Phone... 949 322 7922 Phone... 714-538-3828 License. Signed.." Signed..?/'/a (date) ENFORCEMENT AGENCY Name.... Title... Agency., Phone.._ Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF-1R ?roject Title.......,.. ADDITION �TO�PANLILIO Date..06/04/05 07:46:04 MICROPAS6 v6.01 File-PANLILIO Wth-CTZO8S92 Program -FORM MF-?R - User#---------User-D-&-N---Iodates----------------------- ------ -- Run. -ADDITION TO PANLILIO _____ __ resistance heating and no pilot light. 2. System is installed with a. At least 36 .inches of pipe between filter and heater for future solar heating. b. Cover .for outdoor pools or outdoor spas, 3. Pool system has directional inlets and a circulation PUMP time switch. 115: Gas -fired central furnaces, pool heaters, spa heaters or - household cooking appliances have no continuously burning pilot .light (Exception: -Nan -electrical conking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES - 50(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Roams with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2., and recessed ceiling fixtures are IC (insulation cover) approved. 11 Design- Enforce- er ment 0� !I DESIGNER: >_15 HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 r OTd►�k,19[01,11L PROPERTY OWNER: STEPHANY PANLILIO �¢ 2305241 Alicia PWy. #f611 Mission Viejo, CA. 92692 TEL: 949.378.2100 PROJECT ADDRESS: 1912 S. CEDAR ST. ZONE: R1 APN: 014-111-24 LEGAL DESCRIPTION. TR 696 BLK J LOT 13 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 1 JUN 2005 SUBMITTAL NO.2 ESCALE: AS NOTED JOB NO: WN 05024) DATE: 06.01.05 DRABY: S.H.