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HomeMy WebLinkAbout10148555.pdf& AND JAN. JANITOR L ANGLE JST JOIST a0 AT JT JOINT 0 DIAMETER OR ROUND # POUND OR NUMBER LAM. LAMINATE (E) EXISTING LAV. LAVATORY (N) NEW LB POUND LOC. LOCATION ABV ABOVE LTWP 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 DOT 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.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 D2L NELSON WELDED REBAR P.T.D.F. PRESSURE -TREATED DECOR. DECORATIVE DOUGFIR DBL DOUBLE PTN. PARTITIOONN DEMO DEMOLITION DIET DETAIL Q.T. QUARRY TILE D.F. DOUGLAS FIR DIAL 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.C. 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 SHTG SHEATHING E.S. EACH SIDE SIM SIMILAR EXH EXHAUST S.M.D. SEE MECHANICAL DRAWINGS EXIST. EXISTING SOG SLAB ON GRADE EXP EXPANSION SPECS SPECIFICATIONS EXT EXTERIOR SQ SQUARE 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 STOR. STORAGE IN FIN FINISH STRUC STRUCTURAL LR FLOOR SUSP SUSPENDED FLASH. FLASHING SYMM SYMMETRICAL FLOUR. FLOURESCENT F.O.C. FACE OF CONCRETE T. TREAD F.O.F. FACE OF FINISH T&B TOP AND BOTTOM F.O.M. FACE OF MASONRY T&G TONGUE AND GROOVE F.O.S. FACE OF STUD T.C. TOP OF CURB F.P. FIREPROOFING THK THICK FRMG FRAMING TEL. TELEPHONE F.S. FLOOR SINK THRD THREADED FT FOOT OR FEET THRU THROUGH FTG FOOTING T.O. TOP OF ga GAUGE T.O.C. TOP OF CHIMNEY GALV GALVANIZED T.Q.F. TOP OF FOOTING (GRADE BEAM) GC GENERAL CONTRACTOR T.O.FR. TOP OF FRMING GL. GLASST.O.M. T.O.L. TOP OF LEDGER TOP OF MASONRY GLB GLBEAM 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 Tl'P 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 WJ WITH I.F. INSIDE FACE W.C. WATER CLOSET INCAND. INCANDESCENT WD WOOD INSUL INSULATION WDW WINDOW INT INTERIOR W10 WITHOUT WIP 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. • !. #R 1. ULTIMATE CONCRETE STRENGTH TO BE 2500 P.S.I. AFTER 28 DAYS. 2. PROVIDE : DIAMETER FOUNDATION BOLTS : ! ! ! CONCRETE AND SPACED 6'-0" ON CENTER (MAXIMUM) AND WITHIN 12" OF A CORNER, W/ 2.X2.X3/16- WASHERS. CORROSION r • • RESISTED • SCREED ! , FOUNDATION ,• PLATE LINE WHICH WILL ALLOW TRAPPED TO DRAIN TO THE EXTERIOR iBUILDING. ABOVE GRADE AND 2" ABOVE CONC. SURFACE. 4. DRAINAGE PIPING IN THE GROUND SHALL BE LAIDON A FIRM BED FOR IT'S ENTIRE LENGTH AND BACKFILLED IN THIN LAYERS TO 12"ABOVE TOP OF PIPE WITH CLEAN EARTH. LUMBER AND .7, 1. USE DOUGLAS FIR CONSTRUCTION GRADE #1 FOR 6Xd AND LARGER, D.F. GRADE #2 FOR ALL 4Xd AND SMALLER. 2. ALL LUMBER IN CONTACT• OR MASONRY BE PRESSURE TREATED OR WOOD RESISTANT TO DECAY. 3. RAFTER TIES 4'-O"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• AND BORING• • BRACING OF SHALL CONFORM ! • • r 2001. 7. PLYWOOD ROOF PANELS SHALL : BONDED INTERMEDIATE •. • EXTERIOR AND WHERE EXPOSED TO WEATHER, SHALL BE EXTERIOR GRADE. 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 x ro „r r. kr ZmEjplj� Sy aE - t - rt.�. � `�,�w , 4 Y yy j+y �/ iii k�rl SITE PLAN SCALE: 1/8" = V-101" 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 A1342. 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 X 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 T-6". 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 1/150 OF SPACE VENTILATED, SHALL BE PROVIDED OR 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 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 (1C-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 PUBLC 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-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 FIXTU118" VfI-ROLSWITCH AT THE ACCESS POINT) AT THE FURNACE. as-- (P1 Q3 - PROVIDE A 125 V 15- OR 20-AMP RECEP Ab bt TL°E'--FOR`SE-RVI'CE ,y rw°aw y ps-{"trite ✓� siz. -• tv (q� t�7 �Gr`�acN BUILDING DEPARTMENT NINES SCOPE OF WORK: BUILD 499 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: R-3 1377 SF U-1 0 SF ALLOWABLE AREA: R - UNLIMITED U - 1000 SF OCCUPANT !li REQUIRED SEPARATE PERMIT REQUIRED FOR 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 E-1.1 1ST FLOOR UTILITY PLAN S-1.0 STRUCTURAL NOTES S-1.1 FOUNDATION PLAN S-1.2 FRAMING PLAN SD01 STRUCTURAL DETAILS - FOUNDATION SD02 STRUCTURAL DETAILS - FRAMING M01 T-24 CALCS & FORMS SW1 STRONG WALL SPECS - FIRST FLOOR Swo STRONG WALL SPECS - ALLOW. OPENINGS SWP STRONG WALL SPECS - PORTAL WALLS LEGAL DESCRIPTION: TRACT 560 BLOCK 9 LOT 12 ADDITION TO THE TOWN OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAq RECORDED IN CITY RECORDS. .19 " 1111 Ill i ! o PROPERTY ADDRESS: 2045 S. HICKORY ST, SANTA ANA, CA, 92707 OWNER: STEPHANY PANLILIO 23052-H ALICIA PKWY., #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 624 SF PROPOSED LIVING AREA 696 SF TOTAL LIVING AREA 1320 SF PROPOSED PORCH 48 SF PROPOSED GARAGE 416 SF TOTAL STRUCTURE AREA 1794 SF LOT SIZE SQ.FT. 5508 SF LOT COVERAGE 32.6% REAR YARD AREA 1353 SF FRONT HARDSCAPE AREA N A FRONT LANDSCAPE AREA N/A 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 Alicia Pkwy., #611 Mission Viejo, CA. 92692 TEL: 949.378.2100 PROJECT ADDRESS: 2045 S. HICKORY ST. ZONE: R1 APN: 014-103-28 LEGAL DESCRIPTION: TR 560 BLK 9 LOT 12 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 14 MAR 2005 SUBMITTAL NO.2 11 APR 2005 IIDATE: 03.07 45 NOTED DRAWN BY 50S1H.I MAINAMT11001 LEADER / ARROW zt INTERIOR ELEVATION MARK DIMENSION POINT 12/A608 BREAK LINE SYMBOL NORTH ARROW ca C) CU 5 0 04 DIMENSIONS AL I LiN ALIGNMENT SYMBOL ALIGN z ANGLE SYMBOL CENTER LINE SYMBOL DIAMETER SYMBOL INTERIOR ELEVATION MARK WINDOW TYPE LOUVER TYPE INTERIOR ELEVATION MARK EQUIPMENT NUMBER INTERIOR ELEVATION MARK PARTITION TYPE INDICATOR — I—@>XSEE PARTITION TYPE SHEET X<Xx NEW GRID INDICATORS :10:1:)I DOOR AND/OR RELITE NUMBER EXISTING GRID INDICATORS ROOM NAME ROOM NAME & NUMBER 888 L� �' FLOOR HEIGHT TRANSITION TYPICAL DETAIL INDICATOR Detail Number Sheet Where Drawn +/ 13'-2fl SPOT ELEVATION z1^2 N I � �' VCT E[CPT FLOOR MATERIAL TRANSITION 1A 3 1 J1 BUILDING SECTION INDICATOR EL1320'-O' VERTICAL ELEVATION MARK 3WALL SECTION INDICATOR FF A206 MATCH LINE INDICATOR ZY ^4 EXTERIOR ELEVATION IQ14J INDICATOR REVISION NUMBER FLOOR FINISH TYPE CONCRETE BLOCK WALL CONCRETE BLOCK WALL - 3HR, RATED STEEL STUD WALL SYMBOLOGY WOOD STUD WALL - SEE FRAMING PLANS FOR SIZE WOOD STUD DIVISION WALL SEE ALSO GENERAL NOTES AND DETAILS MIN, SIC 50 SOUND WALL SEE ALSO GENERAL NOTES ON SOUND TRANSMISSION CONTROL AND DETAILS REFER TO FLOOR PLANS FOR DIMENSIONS AND NOTES. 02M&%%\%MM REMOVE WALL E. BEDROOM I NEW WALL E. BATH I ENMESH= FILL EXISTING WALL = EXISTING WALL E. LIVING ROOM : M , 1,.N 1547L EXISTING FLOOR PLAN SCALE: 1/4" = 1'-0" DEMO & NEW WALL PLAN SCALE: 1/4" = V-1 ,!a DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 1 a, PROPERTY OWNER: STEPHANY PANLILIO 23052-41 Alicia Pkwy., #611 Mission Viejo, CA, 92692 TEL: 949.3782100 PROJECT ADDRESS: 2045 S. HICKORY ST. ZONE: R1 APN: 014-103-28 LEGAL DESCRIPTION: TR 560 BLK 9 LOT 12 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 14 MAR 2005 SUBMITTAL NO. 2 11 APR 2005 *TA 'ILI �11 I w-laNkyal 9:1 WAmk Mik SCALE: AS NOTED JOB NO: 05011 DATE: 03.07.05 DRAWNI 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. WINDOW SCHEDULE i MARK TYPE SIZE FINISH MATERIAL NOTES TEMP. WIDTH HEIGHT 101 A 2'-6" 5'-0" PAINT VYL. D.H.; sae T-24 for u & schg values Y. 102 A 2'-6" 5'-0" PAINT VYL. D.H.; see T-24 for u & schg values N 103 A 5'-0" 5'-O" PAINT VYL. SLIDER; see T-24 for u & schg values N 104 A 3'-0" 2'-6" PAINT VYL SLIDER; 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 3'-0" 4'-0" PAINT VYL. D.N.; 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 108 A 2'-0" 3'-0" PAINT VYL SLIDER/OBS, see T-24 for u & schg values N 10g A 5'-0" 4'-0" PAINT VYL. SLIDER; see T-24 for u & schg values N 1110 A 5'-0" 4'-0" PAINT VYL. SLIDER; see T-24 for u & schg values N NOTES: DOOR AND FRAME SCHEDULE FIRE RATING LABEL ENTRY DEAD BOLT SC. / DEAD BOLT MATCH (E) MATCH (E) MATCH (E) MATCH (E) * PROVIDE MIN. 1-3/8" SOLID -CORE DOOR, OR A 20-MINUTE FIRE RATED TIGHT FITTING, SELF -CLOSING DOOR BETWEEN GARAGE AND DWELLING UNIT. DEAD BOLT. F_c EXISTING -------------- 1-----_...----- -- -4" '-0" 10'-0" 3'-0" '-4" 10'-8'" '-4", l07 ► I I I I � I i i AFL. 1a6 lab { E. BATH 2 I (E. CLG.} E. BEDROOM 2 ( FL* j 2 1 I ( CLG.) 1 N. W.I.C.Ii T I I 1 I 5 4 Cp a N. BEDROOM 1 Y. I KITN (MATCH E. CLG.) -.,-_ _F' D- `. i ---_-_ N. PORCH N. FAMILY ROOM C - W. ! --------(MATCH 1 CLG.) �� 3 I _ ENT OUT 41 r- _-- lal I I-T--- _ 11 24 I I - I *FL. �s�---- �a I _ N. UNDRY I ( I I I I 1a� _ los 4s lag I N. W.I.C. I I - - - - - J , iolI _...._ .............._........_...._........_....._......_. I I N. HALL -` - 25 I -- / I I 2s .�lr (-- (MATCH E. CN. CLOSET L .} - - �-J ------ ( .^_.r " _ - E. I F` c I 103 c_ 16 S.D.110V10 ill / r I (TYP.) _--.._. 48 I // FL. " 28 BATH 1 0 {�17 15 E. BEDROOM 4---�y-gpgM-B------ --�- , (E. CLG.) (E. CLG.) 30 i . W.I.0 o ! { i 105 ' I I G. ll0 lag I _----_._._..--.__.._._----.----_._---_.._----_.___-__ --.__- _._i - i I WALL LEGEND 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'-B" 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 A TOP RAIL PER UBC 2406.6 12. EXTERIOR STAIRS AND EXIT BALCONIES SHALL NOT PROJECT INTO AREAS WHERE PROTECTION OF OPENINGS IS REQUIRED PER UBC 1006.2.1 13. PROVIDE 5/8" TYPE "X" DRYWALL ON WALLS AND CEILING OF ENCLOSED USABLE SPACE UNDER STAIRWAYS PER UBC 1006.3.3.9 i ----- -_J A PROPOSED EXISTING A31 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. & MECHANICAL SYSTEM TO BE DESIGN BUILD - CONDENSAR 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. NEW WALL 1 HOUR SEPERATION WALL EXISTING WALL I 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. MAXIM 2 ELBOWS. 14. USE SHATTER -RESISTANT MATERIALS FOR SHOWER ENCLOSURE AND WINDO IF SILL IS LESS THAN T-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. KITCHEN SINK W/ GARBAGE DISPOSAL, W/ AIR GAP FOR DISHWASHER - PROVIDE UNDERSINK WATER PURIFICATION UNIT. 0 BUILT-IN DISHWASHER (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS). PROVIDE AIR GAP AT SINK. R 36" CLEAR REFRIDGERATOR/FREEZER SPACE - PROVIDE RECESSED COLD WATER BIB AND SHUT-OFF FOR ICE MAKER. NOTE: WIDTH MAY VARY WITH BUILDER UPGRADE OPTION - VERIFY. MICROWAVE - PROVIDE SEPERATE ELECTRICAL CIRCUIT. (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS.) 0 COOK TOP W HOOD AND OVEN BELOW (VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS.) TRASH COMPACTOR. 7 DOUBLE OVEN. �$ CUSTOM CABINETS - GC TO PROVIDE SHOP DRAWINGS. Q CUSTOM LINEN CABINET - GC TO PROVIDE SHOP DRAWINGS. 10 ART NICHE 11 SOFFIT ABOVE 12 HEADER ABOVE 13 LINE OF DROPPED CEILING 14 PRE-MANF. SPA TUB W/ MARBLE TILE SURROUND. CONTROL VALVES TO PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPC SEC. 4107, 15 PRE-MANF. 72 X30 SHOWERITUB WITH CERAMIC TILE SURROUND. CONTROL VALVES TO PRESSURE BALANCED OR HERMTATIC MIXING VALVES PER UPC S THERMOSTATIC SEC. 4107. 16 LAVATORY IN BASE CABINET - GC TO PROVIDE SHOP DRAWINGS. 17 WATER CLOSET TO BE MAXIMUM OF 1.6 GALLONS PER FLUSH. MARBLE TILE SHOWER ENCLOSURE. TILE TO EXTEND FROM FLOOR 18 TO CEILING. CONTROL VALVES TO PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER UPC SEC. 4107. 19 SHOWER SEAT. 20 MEDICINE CABINET. 21 PAINT GRADE WOOD SHELVING. 22 UTILITY SINK. 23 WASHING MACHINE SPACE - PROVIDE RECESSED BOX FOR WATER AND WASTE CONNECTIONS. 24 DRYER SPACE - PROVIDE VENT TO OUTSIDE PER UMC SEC.1903 Wl 14, LENGTH & 2 ELBOWS. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL SIZE AND LOCATION OF THE DRYER VENT. 25 30" X 30" ATTIC ACCESS W/ MIN. 30" CLEAR HEADROOM. IF FAU IS USED, PROVIDE SWITCHED LIGHT, 110V OUTLET AND 24" WIDE SOLID FLOORING TO FAU, NOT MORE THAN 29-0" IN LENGTH. 26 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 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 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 7' GYP. BORD ON GARAGE SIDE OF WALLS ADJACENT LIVING AREAS FULL HEIGHT TO ROOF DIAPHRAM OR WALLS, CEILINGS AND HEADERS. 31 PREFABRICATED 42" METEAL FIREPLACE (MAJESTIC MODEL NO. BR/BC42) WI TEMPERED GLASS DOORS, (U.L. #MH6018 VOL. 211CBO NER 404). HEARTH EXTENSIONS TO CONFORM TO THE CONDITIONS OF LISTINGS AND THE MANF. INSTALLATION INSTRUCTIONS PER UBC 3102.5.2 - SEE DETAIL XIX. DECK W/ STONE FLOORING ON SETTING BED OVER DEXOTEX WATERPROOF 32 MEMBRANE - SLOPE 2% TO DRAIN. 33 DECK DRAIN. GUARDRAIL 36" ABOVE HIGHEST ADJACENT F.F. SEE DETAIL X/X PER PLAN. PRE-MANF. WROUGHT IRON GUARDRAIL - GUARDRAIL TO RESIST A LATERAL 35 LOAD OF 20 POUNDS PER SQUARE FOOT PER CBC TABLE 16-B. GC TO PROVIDE SHOP DRAWINGS. 36 EXTERIOR GRADE R/S PLYWOOD CEILING. 37 WOOD GATE - SEE EXTERIOR ELEVATIONS. 38 5/8"" TYPE "'X" GYP. BOARD AT WALLS AND CEILING AT ENCLOSED USABLE SPACE UNDER STAIRS. 39 P91 12" WOOD STAIR TREAD UM 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. WS 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 `IB 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. 50 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 Alicia Pkwy., #611 Mission Viejo, CA. 92692 TEL: 949.378.2100 PROJECT ADDRESS: 2045 S. HICKORY ST. ZONE: R1 APN: 014-103-28 LEGAL DESCRIPTION: TR 560 BLK 9 LOT 12 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 14 MAR 2005 SUBMITTAL NO.2 11 APR 2005 FIRST FLOOR PLAN SCALE: AS NOTED JOB NO: 05011 DATE: 03.07.05 DRAWN BY: S.H. ELEVATION 1 (SOUTH) SCALE: 1/4" = V-0" NOTE: THIS KEY NOTE LIST FOR SHEETS A03 & A04 ONLY. MALL RIDGE ELEVATIONS TO BE MEASURED TO TOP OF FINISH MATERIAL, TYP. ._(U.O.N.) 22 GALV. METAL CHIMNEY CAP SPARK ARRESTOR (15 SQ.FT. MAX), TYP. U.O.N. 0 EXTERIOR STUCCO INTEGRAL COLOR COLOR: TO MATCH EXISTING STUCCO TO BE TROWLED [SMOOTH] [SMOOTH WITH LIGHT TEXTURE] [LIGHT SPANISH LACE] OVER METAL LATH, 60 MINUTE GRADE "D" PAPER AND WIRE. (SEE FRAMING FOR STRUCTURAL SHEAR WALL REQUIREMENTS FOR LATH.) ALL VERTICAL AND HORIZONTAL OUTSIDE TYPE CORNERS SHALL HAVE SQUARE CORNER BEAD. (U.O.N) ALL HORIZONTAL AND VERTICAL INSIDE TYPE CORNERS SHALL BE SQUARE AND/OR SHARP. EXTERIOR 2X6 WOOD RAILING COLOR: TO MATCH TRIM COLOR GALV. METAL RAIN GUTTER AND DOWNSPOUT, TYP. U.N.O. COLOR: TO BE SELECTED BY OWNER W/ TRANSPARENT STAIN a G.I. STUCCO WEEP SCREED, SEE DETAIL 8/DO1 Q FINISH GRADE GARAGE DOOR: ROLL -UP MANUFACTURER: TBD BY GC. COLOR: WHITE WINDOWS: SEE DETAILS 0 MANUFACTURER: TO BE SELECTED BY DEVELOPER COLOR: TO BE SELECTED BY OWNER FRENCH DOOR OR SLIDING DOOR, PAINTED FRAME 10. MANUFACTURER: TO BE SELECTED BY DEVELOPER COLOR: TO BE SELECTED BY OWNER 11. WOOD DECK: CANTILEVER ROOFING MATERIAL: 12. ROOF TILE: 30 YEAR COMP. MANUF: TBD BY GC. COLOR: TO MATCH EXISTING CLASS: A I.C.B.O. NO.: 13. FALSE OUTLOOKERS: TO MATCH EXISTING 14. 2X CONT. R.S. WOOD 15. 14" X 6" SCREEN VENT (TYP.). SEE CALCULATIONS BELOW ON A 3.1. 16 ATTIC VENT 12" X 18" RECTANGULAR METAL LOUVER W/ SCREEN (VENTILATION AREA 121 SQUARE IN.). SEE CALCULATIONS ON A-4.1. 17. LEDGERSTONE ATTACHED TO STUCCO. 18. WOOD WINDOW TRIM 12 (TYP) GENERAL NOTES 1. REFER TO "SPECIFICATIONS," DETAILS AND BUILDER SPECS FOR ADDITIONAL INFO PERTAINING TO THIS ELEVATION. -= - --- < --- 3 (TYP) 2. GLAZING IN DOORS AND FIXED GLAZED PANELS OF MORE THAN 9 18 18 (TYP.) SQ.FT. SHALL HAVE CATEGORY II CLASSIFICATION PER CBC CHAPTER (TYP.) 24 AND UBC STD. 24-2. o 3. ESCAPE OR RESCUE WINDOWS SHALL BE PROVIDED IN ALL SLEEPING Z ROOMS, IN ACCORDANCE WITH 2O01 CBC (SECTION 310.4) 00 w ¢ 17 (TYP.) FINISH FLOOR a 4. PURSUANT TO THE CITY OF SANTA ANA'S SECURITY ORDINANCE AND WWI THE UNIFORM FIRE CODE, STREET NUMBERS SHALL BE DISPLAYED IN A PROMINENT LOCATION ON THE STREET SIDE OF THE RESIDENCE. THE NUMERALS SHALL BE NO LESS THAN FOUR (4) INCHES IN HEIGHT AND EXISTING ADDITION SHALL BE OF CONTRASTING COLOR TO THE BACKGROUND TO WHICH THEY ARE ATTACHED AND ILLUMINATED DURING HOURS OF DARKNESS. ELEVATION (NORUH) SCALE: %4" _ 'I'-01' 5. ALL EXPOSED TRIM, ROOF SHEATHING, BEAMS, ETC. WHERE INDICATED SHALL BE S4S & FREE OF LOOSE KNOTS, SPLITS AND SAP AS POSSIBLE. 6. ALL EXPOSED PLYWOOD TO BE 3/8" 303 SIDING EXT: APA SMOOTH FACE APPLIED OVER 60 MINUTE GRADE "D" PAPER (EXCEPT GARAGE DOORS) & NAILED WITH NON -CORROSIVE NAILS (U.O.N.) 7. ALL ROOF LINES, ROOF MATERIAL AND WINDOWS TO MATCH EXISTING. 12 3 MATCH EXISTING (TYP.)FE-31 FM LA F (TYP.) ;n r -----� 9 18 (TYP.) 0 r 17 (TYP) FINISH FLOOR MOWN EL VATIC D (NEST) SCALE: 1/4" = V-01° ELEVATION C (EAST) SCALE: 1/4" _ V-011 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 Alicia Pkwy., #611 Mission Viejo, CA. 92692 TEL: 949.378.2100 PROJECT ADDRESS: 2045 S. HICKORY ST. ZONE: R1 APN: 014-103-28 LEGAL DESCRIPTION: TR 560 BLK 9 LOT 12 SUBMITTAL, SET REVISION DATE SUBMITTAL NO. 1 14 MAR 2005 SUBMITTAL NO.2 11 APR 2005 ELEVATIONS SCALE: AS NOTED JOB NO: WN 05011' DATE: 03.07.05 DRABY: S.N. SECTION NOTES NOTE: THIS KEY NOTE LIST FOR SHEETS A-4.1 ONLY. ROOF RAFTERS OR TRUSSES PER STRUCTURAL DRAWINGS. D SHEATHING PER STRUCTURAL DRAWINGS. F3. RIDGE BEAM PER STRUCTURAL DRAWINGS. C4] 2X CEILING JOISTS PER STRUCTURAL DRAWINGS. F5. 2X FLOOR JOISTS PER STRUCTURAL DRAWINGS. 2X4 STUDS AT 16" O/C. 17.1 2X6 STUDS AT 16" O/C. DBL. 2X TOP PLATES. 2X P.T.D.F. SILL PLATE 10. 2X SILL PLATE 11. PROVIDE R/3 BATT INSULATION AT EXTERIOR WALLS 12. PROVIDE R30 BATT INSULATION AT CEILING 13. PROVIDE R19 BATT INSULATION ABOVE GARAGE 14. 314" PLYWOOD NAIL 10d @ 6" EDGE & 10' FIELD, GLUE. 15. 1/2' DRYWALL 16. 2X BLOCKING 17. FLUSH BEAM WITH APPROVED HANGERS. 18. DROPPED BEAM WITH GYP BOARD OVER. 19. CONTINUOUS 4X12 BEAM 20. CONCRETE SLAB PER STRUCTURAL DRAWINGS. 21. 2x PURLIN, SAME SIZE AS RAFTER 22 2X4 @ 4'-0' O.G. 45' MIN. ANGLE. USE 4X4 BRACE FOR LENGTHS OVER 6'-0" @ 4'-0' O.C. (FOR ROOF PITCH NOT LESS THAN 4:12). 1. BUILDING FRAMING SECTIONS REPRESENT APPROXIMATE ARCHITECTURAL RELATIONSHIPS ONLY AND DO NOT NECESSARILY REPRESENT STRUCTURAL ENGINEERING CONDITIONS, CONNECTIONS OR MATERIALS. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ALL SUPERCEDING STRUCTURAL REQUIREMENTS. REPORT ANY DISCREPANCIES IMMEDIATELY PRIOR TO PROCEEDING WITH WORK. 2. TOP OF RIDGE, MIDPOINT OF RIDGE, PLATE HEIGHTS, NATURAL GRADE HEIGHT, AND ANY OTHER VERTICAL CONTROL DIMENSION SHOW ON SECTIONS OR ELEVATIONS ARE TO BE FIELD VERIFIED BY GENERAL CONTRACTOR WITH A STRING LINE BEFORE ERECTION OF ROOF FRAMING ELEMENTS. DESIGNER IS TO BE NOTIFIED IF THERE ARE ANY DISCREPANCIES OR CONFLICTS WITH PLANNING DEPARTMENT OR HOMEOWNER'S ASSOCIATION BUILDING HEIGHT AND/OR ENVELOPE REQUIREMENTS. GENERAL CONTRACTOR ASSUMES ALL LIABILITY AND COSTS OF LOWERING ROOF FRAMING IF STRUCTURE IS ERECTED BEFORE STRING LINE CONFIRMATIN IS COMPLETED. 3. ALL OPENINGS AROUND GAS VENTS, DUCTS, PIPES, CHIMNEYS, AND FIREPLACES AT THE CEILING SHALL BE FIR EBLOCKED WITH NON-COMBUSTABLE MATERIALS PER UBC 708.2.1(4), 4. PROVIDE FIRE BLOCKING AT 10 FOOT INTERVALS IN CONCEALED SPACES BOTH HORIZONTALLY AND VERTICALLY PER UBC 708.2.1.1. 5. REFER TO FRAMING PLAN FOR SIZE AND SPACING OF ALL STRUCTURAL MEMBERS. 6. REFER TO SHEET T-1 FOR INSULATION REQUIREMENTS. ATTIC VENT SUMMARY 1. ALL VENTS TO BE COVERED WITH 1 /4" CORROSION RESISTANT WIRE/METAL MESH (1505.3). i M i ii iii 3. ALL VENTS SHALL BE INSTALLED SO AS TO MAKE THEM WATER -PROOF ANS WALL MOUNTED LOUVERS SHALL BE SEALED AN FLASHED WITH "MOISTOP" IN THE SAME MANNER PRESCRIBED FOR WINDOW INSTALLATIONS. 4. PROVIDE APPROVED INSULATION !, S' WHEREi ARE 1 BETWEEN ROOF FRAMING MEMBERS i PREVENT VENT HOLESBEING BLOCKED BY INSULATION. 5. PAINT VENTS TO MATCH TRIM COLOR. ATTIC VENTILATION CALCULATIONS PER U.B.C. 1505.3 ATTIC AREA : A SQ. FT. A S.F. X 1 /300 x 144 = B SQ. IN, AREA AREA #1 AREA #2 A ATTIC AREA 1320 ---- UNIT : SQ. FT. 7 B CALCULATE REQ'D NET 634 ---- FREE VENTING AREA: ( UNIT: SQ. IN. ) PROVIDE NET FREE VENTING AREA EAVE VENTS 17 x 10 1 = 17 SQ. IN. = 170 GABLE VENTS (12X12) 60 x 2 ---- 1 = 60 SQ. IN. = 120 GABLE VENTS (14X24) 141 x 0 ---- 1 = 141 SQ. IN. = 0 GABLE VENTS (18X24) 181 x 2 1 = 181 SQ. IN. = 362 TOTAL PROVIDED 1652 SQ. IN. ---- INSTALLATION NOTES: 1ST: ATTACH 12" MOISTOP FLASHING 4TH FLUSH ALONG THE BOTTOM OF THE OPENING. THE LENGTH OF THE FLASHING MUST BE LONG ENOUGH TO FALL A MIN. OF 12" BEYOND THE OPENING ON BOTH SIDES 50 THAT IT 19 BEYOND THE TWO VERTICALS THAT ARE ATTACHED %/_--2NP IN STEP 2. 2ND 2ND: ATTACH FLA5HIN6 ALONG THE RD VERTICAL SIDES OF THE OPENING FLUSH WITH THE EDGE, MAKING SURE THAT ITS OVER THE BOTTOM HORIZONTAL STRIP. LENGTH OF THE FLASHING MUST BE LONG ENOUGH TO FALL A MIN. OF 12" BEYOND THE OPENING ON TOP AND BOTTOM 5O THAT IT 15 BEYOND THE HORIZONTAL PIECE N THAT 15 ATTACHED IN 5TEP 4 AFTER THE WINDOW 15 PLACED z IN THE OPENIN6. LIS 5RD:INSTALL THE WINDOW PLUMB AND SQUARE BY PRE551NG THE NAILING FLANGE � MATERIALS SPECIFIED: POSITIVELY INTO A CONTINUOUS BEAD OF 5 , H SEALANT WHICH EXTENDS AROUND THE MOISTOP FLASHING PAPER AND BOTTOM AND VERTICAL PERIMETER OF "SUPER JUMBO TEX" 60 MINUTE PAPER THE WINDOW MANUFACTURED BY 4TH: ATTACH THE 4TH STRIP OF FLASHING FORTIF15ER CORPORATION LAST, OVERLAPPIN6 AND SEALED AGAINST PORTLAND, ORE60N THE FULL HEIGHT OF THE OUTER FACE OF THE TOP NAILING FLANGE WITH A 2X STUD WALL GYP. BOARD FIBER BATT INSULATION 7/6" MIN. EXT. CEMENT PLA5TE' a/ PAPER BACKED WIRE LATH 9/ MO I STOP. CONSTRUCTION ADHESIVE 2,I6HT ANGLE METAL ':LASHING ((5ALV) 2X RS WOOD GAP 'AINT TO MATCH TRIM METAL LATH MORTAR 5ETTING BED 5TRON6WALL. PER 5TRUGT. PLAN5 MORTAR JOINT LEDGESTONE VENEER NOTE: REFER TO GENERAL NOTES ON 15/02 v LEDGE5TONE VENEER INSTALL PER UBG 1405 4 MANUF. SPEC. 1/8" MIN. EXT. CEMENT PLASTER 4A 0/ PAPER BACKED WIRE LATH 0/ M015TOP. FASTEN @4" O.G. MAX. W/ I" MIN. PENETRATION. v. NOTES: o.. 1. PROVIDE 2 LAYERS OF GRADE "D" Q PAPER UNDER EXT. PLASTER COVERING WHEN APPLIED 0/ WOOD SHEATHING p _ PER UBG 2506.4 :..;k.- 1. STONE VENEER SHOULD BE ANGHOREE >< TO STUD WALL W/ ANCHOR TIES FOR., EVERY (2) 50.FT. OF WALL AREA PER p" UBG 1405.6.4.2 a a WEEP SCREED PER UBG 2506.5 - 26 CA. GALV. METAL EXTEND 4" UP WALL FACE 4 4 a FIN15H GRADE a. n a I—lil—lil—Tit l U FACT ICE AND WATER SHIELD MANUFACTURED BY CONTINUOUS BEAD OF SEALANT. OUT THE TOP PIECE OF FLASHING SUFFICIENTLY STONE VENEER BASE W.R. 6RACE AND COMPANY LONG 50 THAT IT WILL EXTEND PAST THE CAMBRIDGE, MASS. E06E5 OF BOTH STRIPS OF SIDE FLASHING SHEET METAL WHERE SPECIFIED T`(P. SHALL BE INSTALLED PER 5MAGNA 5TH: STARTING AT THE BOTTOM OF THE WALL SECURE INDEPENDENT SECTIONS RECOMMENDED SPECIFICATIONS LAP THE APPROVED BUILDING PAPER OVER THE WEEP SCREED (WHERE OCCURS) AND OF VENT PIPE TOGETHER AND ANCHOR AND SUPPORT OFF5ET5 NOTE: PROVIDE SOLID BACKING UP THE WALL IN WEATHERBOARD FASHION, TO SUPPORT M015TOP PAPER. WITH A 2" MIN, OVERLAP. INSTALL THE TO ADJACENT FRAMING MAINTAINING FIRST COURSE THAT INTERSECTS THE REQUIRED CLEARANCES STAPLE PERIMETER OF STA WINDOW OPENING BENEATH THE SILL STRIP M01PLEP TO FRAMING MEMBERS I FROM OUTSIDE EDGE TO FLASHING WITH THE SUBSEQUENT COURSES PREVENT WIND DAMAGE. ABOVE APPLIED OVER THE FLA5HIN6 INSTALLATION NOTES 15T: INSTALL G.I. PAN ALONG THE BOTTOM OF THE OPENING IF THE INSTALLATION 4TH 15 OVER WOOD 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 15 OVER THE BOTTOM FLASHING. LENGTH OF FLASHING MUST BE LONG ENOUGH TO FALL A MIN. OF 12" BEYOND THE OPENING. ON TOP AND BOTTOM 50 THAT IT 15 BEYOND THE TOP HORIZONTAL PIECE THAT 15 ATTACHED IN STEP 4 AFTER THE DOOR IS PLACED IN THE OPENING. WW: INSTALL THE DOOR PLUMB AND SQUARE BY PRESSING THE NAILING FLANGE POSITIVELY INTO A CONTINUOUS BEAD OF 2ND SEALANT WHICH EXTENDS THE HULL LENGTH OF THE VERTICAL OPENING EDGES. NAIL THE FLANGE TO THE STUDS. 4TH: ATTACH THE FORTH STRIP OF FLASHING LAST, OVERLAPPING AND SEALED AGAINST THE 'FULL HEIGHT OF THE OUTER FACIE OF THE TOP NAILING FLANGE W1TH A CONTINUOUS BEAD OF SEALANT. GUT THE TOP PIECE OF FLASHING SUFFICIENTLY LONG 50 THAT IT WILL EXTEND PAST THE IST EDGES OF BOTH STRIPS OF 5112E FLASHING. 5TH: NAIL FRAME 4" FROM EACH END AND �� ��'✓'.-. '�. �` 16'" O.G, TO 5TUD5. ,{ 4„ ANCHOR STRAPS AT UPPER - AND LOWER THIRD5 OF VERTICAL DIMENSION OF WATER HEATER WATER HEATER ANCHORED TO PLATFORM PLYWOOD PLAT ANCHORED TO STRUCTURE NON-METALLIC. SPACER I" MIN. 5TUD5 - -- 5/8" X 5" LAG ---5 NOTE: PROVIDE SOLID BACKING BOLT AT EACH END TO SUPPORT M015TOP PAPER. STAPLE PERIMETER OF MO 1 STOP TO FRAMING MEMBERS i" FROM OUTSIDE EDGE TO 1 I/2" AIDE 16 GAGE GALV. PREVENT W1ND DAMA&E. METAL 5TRAP ENCIRGLIN THE WATER HEATER AND SHEET METAL WHERE SPECIFIED TYP. ANCHORED TO THE WALL SHALL BE INSTALLED PER 5MAGNA FRAMING AT THE TOP AND RECOMMENDED SPECIFICATIONS BOTTOM Ili OF THE WATER BY SHEET METAL CONTRACTOR HEATER. KEEP STRAP 4" MINIMUM INSTALLED PRIOR TO DOOR INSTALLATION. 4 W J CS ILI a IU 11$1141i l GaI u d NOTE: SEE 2001 C.P..G. SECTION 510 FOR ADDITIONAL REQUIREMENT5 NOTE: STRAP SHALL BE INSTALLED IN A MANNER WHICH WILL NOT DEPRESS ANY REQUIRED ENERGY INSULATION BLANKET. 2X RAFTERS REFER TO STRUCT. PLANS - 26 GA. GALV. MTL. 2X CEILING DRIP JOISTS WHE FLASHING - OCCURS INSUL. PER ENERGY REPORT INT. FIN15H�5EE PLAN FOR DIM TYPICAL SAVE CONV. FRAMING PLYWOOD 5HT5. o/ 2x RAFTERS @ 16" O.G. PER PLAN "5iMP50N" A35 a 16" O.G.--\ DBL, TOP PLATE — 2x STUDS @ 16" O.G. SHEAR WALL PER PLAN .. # MIN. CLASS 'A' COMPOSITION ASPHALT SHINGLES INSTALL PER MANUF. REG. 30 LB. ROOF FELT -2X EAVE VENT BLOCK. EACH BLOCK PROVIDES APPDX. I't SO. IN. OF VENTILATION IX 50LID 5HEATHING OVERHANG, 1/2" PYWD FIELD COMP051TION SHINGLE STARTER STRIP 24 GA. GALV. MTL. RAIN GUTTER FACTORY PRIMED AND PAINTED. SUPPORT TO OCCUR @ 36" O.C� 1/8" EXTERIOR PLASTER O/ 60 MIN. PAPER BACKED WIRE MESH GYP. BD. FIBER BATT INSULATION 12" MOISTOP FLASHING5 PAPER { EP5 FOAM TRIM 2X TRIMMER STUDS JAMB CONDITION, HEADER AT HEAD CONDITION R STRUCTURAL 11814 4 " Ly.-. s � 2X RESAWN FASCIA, SEAL 4 STAIN, 5LIDING GLA55 1/8" THK. 5 COAT DOOR FRAME INSTALL PER PLASTER FINISH O/ MFGR 5. SPECS. PAPER BACKED MTL. REFER TO DETAIL 111DOI FOR ADDITIONAL FLASHING REQUIREMENTS. LATH 1—of2„_ I i_oll SL. GLS. DOOR 9 HEAD/JAMB MIN. CLA55 A COMP. ASPHALT 5HINOLE5 INSTALL PER MANUF. REG. O/ 30 LB. ROOF FELT PLAN FOR DIM E.N. EXTEND PLASTER UNDER SMOOTH PLASTER FINISH, TYPICAL HEADEF SEE 5TF 1/2" 5HI SPACE INTERIC CASING SLIDING 6LA55 DOOR FRAME INSTALL PER MFGR'5. SPECS. ' SLIDING GLASS DOOR SILL PROVIDE BITUMINOUS COATING ON SILL FOR SEPARATION OF ALUM. CONCRETE OR OTHER APPROVED MEASURE TO ISOLATE AND PROTECT PER UBG SEC. 2804 (G). CONC. STOOP. SLOPE - AWAY FROM DOOR °. a 4 a a a 4 a ° a a MINERAL IMPREGNATED ° FIBER EXPANSION STRIP t 4. CONCRETE SLAB PER 5TRUCT. Emwom EXTERIOR PLASTER 0/ PAPER BACKED WIRE ME5H t "All FIBER BATT IN5ULATION 2X STUD WALL "7/8" EXTERIOR CEMENT PLASTER 0/ PAPER BACKED Gam'. WIRE LATH O/ MOISTOP BOARD FLASHING I X 4 EXPANDED POLY5TYRENE (EPS) FOAM TRIM. FULLY PRIME Ix FOAM SHAPE AND ADHERE TO PRIMER / ADHESIVE PRIMED BROWN GOAT. TROWEL IN 5LA55 FIBER ME5H xx OVER FOAM INTO THE PRIMED SUBSTRATE. EXTEND MESH 3" MINIMUM OVER FOAM INTO THE PRIMED SUBSTRATE. EXTEND MESH 3" MINIMUM Z PAST FOAM TOP AND BOTTOM. APPLY SMOOTH COLOR FIN15H GOAT tL z tL 4X HEADER AT HEAD CONDITION, (2) 2X TRIMMERS {X AT JAMB CONDITION PER O STRUCTURAL DWG.5 rz VINYL. WINDOW FRAME INSTALL PER MFGR'S. SPECS REFER TO DETAIL Ict/DOI FOR ADDITIONAL FLASHING REQUIREMENTS. VINYL WINDOW FRAME BET FLANGE W/ SEALANT I' 12" MOI5TOP FLA5HING PAPER �— STAPLED TO ROUGH 5ILL, LAP (5"DOWN AND EXTEND 6" TO EA SIDE GYP. BOARD IX4 EP5 FOAM TRIM 1/5" EXTERIOR PLA5TER OVER GRADE 'D' 6O MINUTE BUILDING PAPER AND METAL LATH TUCK BUILDING PAPER UNDER WINDOW FLANGE FIBER BATT INSUL. f-- ""---2X STUD WALL REFER TO DETAIL ir-f/DOI FOR ADDITIONAL FLA5HIN6 REQUIREMENT5. S WINDOW SILL 21 12" WIDE M015TOP FLA5HINGG PAPER BEHIND TRIM I -LAYER BITUTHENE, LAP SHINGLE STYLE WITH 60 MIN. BLDG. PAPER IX4 EP5 FOAM TRIM 5.1. FLASHING O/ STUCCO MOULD INTEGRAL OR APPLIED WOOD STUCCO MOULD WOOD DOOR FRAME ENTRY DOOR PER DOOR SCHEDULE VINYL WINDOW FRAME SET FLANGE W/ SEALANT 718" EXTERIOR PLASTER 0/ GRADE 12'60 MINUTE BLDG PAPER AND METAL LATH. (5) 2X FRAMING GYP. BD. INTERIOR F-IN15H REFER TO DETAIL Ir-1/5)OI FOR ADDITIONAL FLASHING REQUIREMENT5. FOR TYPICAL NOTES SEE DETAIL I AND 11 ON TH15 SHEET. 11 EXT. D HEAD/JAMB I, a � ,_0„ 7 WINDOW JAMB POST ° NPINERAL IMPREGNATED ° .a �: FIBER EXPANSION STRIP °.. r CONCRETE STOOP CONCRETE SLAB PER 5TRUGT. R TO DETAIL 20/DOI FOR ADDITIONAL FLASHING REQUIREMENT5. N.T.S.1 12 1 EXT. PLASTER SCREED 1 EXT. DOOR THRESH.�� 5/8" TYPE X GYP. BD. INTERIOR WALL FINISH FIBER BATT INSULATION EXTERIOR DOOR PER ENERGY NOTES PER SCHEDULE Z_ OFFSET STUDS AND 2X OR 3X WOOD FRAMED WALL SILL PLATE AS PER STRUCTURAL REQUIRED TO WOOD DOOR FRAME ACGOMODATE SHEAR EXTERIOR CEMENT PLASTER PANEL. OVER METAL LATH OVER ALUMINUM THRESHOLD P.T.D,F. SILL PLATE MINIMUM i LAYER GRADE SET IN BED OF MASTIC PER STRUCTURAL D BLDG. PAPER ATT ALL IN/ ANCHOR BOLTS, VERTICAL WALLS, 2 LAYERS G 51ZE AND 5PAOING AT ALL SOLID SHEATiN PER STRUCTURAL TOP OF SLAB 1/4"/FT MAX. FOR a d a6 MIN. G.I. WEEP 5CREED - LANDING AREA ONLY 4 W/ HOLES AT a" O.G., TYP. SLOPE TO DRAIN d d aEE AWAY FROM DOOR q d a � a Q R FOUNDATION PER `. v 4: 4a o °. a s a 4 a STRUCT. -� ,y O. °� a <4GRADE LINE v. a 4. G -4 d _ SEE 5TRUCT. FOR SHEAR WALL 4. LOCATIONS. o° 0 DESIGNER: S. HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949,488.8940 PROPERTY OWNER: STEPHANY PANLILIO 23052-H Alicia P"., M 1 Mission Viejo, CA. 92692 TEL: 949.378.2100 PROJECT ADDRESS: 2045 S. HICKORY ST. ZONE: R1 APN: 014-103-28 LEGAL DESCRIPTION: TR 560 BLK 9 LOT 12 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 14 MAR 2005 SUBMITTAL NO.2 11 APR 2005 DETAILS ;CALE: AS NOTED JOB NO: 05011 'ATE: 03.07.05 DRAWN BY: S.M. 9 PROPOSED EXISTING NOTE: THIS KEY NOTE LIST FOR SHEETS A-2.1 & A-2.2 ONLY. F11 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. PROVIDE OUTLET FOR GARAGE DOOR OPENER. 0 PROVIDE CEILING MOUNTED FLUORESCENT FIXTURE TO BE SWITCHED FROM FIRST LIGHT SWITCH AS YOU ENTER KITCHEN/BATH. 0 CLOSET LIGHTING SHALL COMPLY WITH N.E.C. 410-9 FOR MINIMUM CLEARANCE FROM STORAGE SPACE. F5_1(� FINAL SIZE AND LOCATION OF ELECTRICAL PANEL SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR AND SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS. BUILDER SHALL BE NOTIFIED IMMEDIATELY REGARDING ANY PROPOSED DEVIATION FROM THE PLANS. ELECTRIC METER TO BE FLUSH MOUNTED AND PAINTED TO MATCH OR WITHIN AN ENCLOSURE (TO COMPLEMENT HOUSE WITH WOOD SIDING FOR SUCH, METAL BOX PAINTED TO MATCH OK). PROVIDE OUTLET FOR LOW VOLTAGE ADDRESS LIGHT. aIN KITCHENS AND BATHROOMS, PROVIDE FLUURESCENT LIGHTING OR MEANS TO OBTAIN 40 LUMENSIWATT OR GREATER EFFICACY FOR GENERAL LIGHTING. UNDER/ABOVE RECESSED NOT ALLOWED. R8. PROVIDE OUTLET FOR OPTIONAL SECURITY SYSTEM. a PROVIDE SEPERATE CIRCUIT AT MICROWAVE. 10 MECHANICAL VENTILATION - PROVIDE EXHAUST FAN. FAN SHALL BE CAPABLE OF PROVIDING (5) AIR CHANGES PER HOUR IN THE BATHRROMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS AND SIMILAR IF REQUIRED OPENABLE WINDOWS ARE NOT PROVIDED (DUCTLESS FANS ARE NOT ACCEPTABLE IN ROOMS CONTAINING TUBS OR SHOWERS) (UBC 1203.3). 11 PROVIDE WALL BOX DIMMERS TO CONTROL ALL INCANDESCENT LIGHTING. 12 VENT DRYER TO OUTSIDE. EXHAUST DUCT SHALL BE 4" MIN. DIA. AND EQUIPPED WITH A BACKDRAFT DAMPER. EXHAUST DUCT LENGTH IS LIMITED TO 14'-0" WITH TWO ELBOWS (UMC 504.3) 13 ALL HOSE BIBBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICES. (UPC 603.4) SMOKE DECTORS ARE NOT TO BE LOCATED IN KITCHEN, GARAGE OR WITHIN 14 THREE FEET FROM DOOR TO KITCHEN, OR BATHROOM OR SUPPLY AIR REGISTERS. PASSAGEWAY TO MECH. EQUIPMENT IN THE ATTIC SHALL BE UNOBSTRUCTED, 15 NOT LESS THAN 30" HIGH AND 30" WIDE AND HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24" WIDE, NOT MORE THAN 20 FEET IN LENGTH THROUGH THE ATTIC PER UMC SEC 306.3 AND 306.4 18 WALL HEATER. I A GENERAL ELECTRICAL NOTES I ST FLOOR UTILITY PLAN SCALE: 1/4" = 1'- 1 DUPLEX CONVENIENCE OUTLET AT 12" C� EXHAUST FAN CAPABLE OF FIVE AIR CHANGES PER HOUR. ABOVE FLOOR UNLESS NOTED OTHERWISE. EHAUST FANICEILING FIXTURE COMBINATION. (EXHAUST FAN TO BE 1/2 HOT OUTLET. CAPABLE OF FIVE AIR CHANGES PER HOUR). DUPLEX OUTLET WITH GROUND FAULT INTERRUPTER CIRCUIT. COMPUTER NETWORK :E=:�Wp WEATHERPROOF DUPLEX OUTLET WITH GROUND THERMOSTAT. FAULT INTERRUPTER CIRCUIT. L_ PUSH BUTTON. 2 20y 220 VOLT SPECIAL PURPOSE OUTLET ON SEPERATE CIRCUIT. HE CHIME. FLOOR DUPLEX CONVENIENCE OUTLET. TELEVISION JACK, 11— SWITCH. 14 TELEPHONE JACK. THREE-WAY SWITCH. I B I� LOG LIGHTER. h4+ 4 FOUR-WAY SWITCH. }—} FUEL GAS. SURFACE MOUNTED CEILING FIXTURE. 1 , (--`" ROUGH -IN WATER. AFIL HANGING LIGHT. HOSE BIBB. 1I- BRACKET MOUNTED WALL FIXTURE. HOSE BIBB WITH ANTI -SYPHON VALVE. © SQUARE RECESSED MOUNTED CEILING FIXTURE. � RECESSED STUB -OUT FOR ICE -MAKER y P VAPOR PROOF LIGHT FIXTURE. CIRCULAR RECESSED MOUNTED CEILING FIXTURE. *FL CIRCULAR FLUORESCENT RECESSED MOUNTED CEILING FIXTURE. f SMOKE DETECTOR. I-_ == = FLUORESCENT TUBE. A. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE,15- AND 20-AMPERE RECEPTACLES INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) PER ARTICLE 210-12 OF 2001 CBC. B. ALL NEW BEDROOMS REQUIRE ARC -FAULT CIRCUIT INTERRUPTERS (AFCI). IN ADDITIONS TO EXISTING BEDROOMS (OR REMODELLING), AFCI BREAKERS WILL NOT BE NECESSARY TO BE INSTALLED WHEN AN EXISTING CIRCUIT IS EXTENDED AND: L THAT CIRCUIT SHARES A NEUTRAL WITH ANOTHER CIRCUIT. ii. THE LOAD CENTER SERVING THAT CIRCUIT WILL NOT ACCOMMODATE AN AFCI BREAKER. C. PROVIDE ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET IN EVERY HABITABLE ROOM, BATHROOM, HALLWAY, STAIRWAY (EACH LEVEL), ATTACHED GARAGE, AND DETACHED GARAGE WITH ELECTRICAL POWER; AND AT TEXTERIOR SIDE OF OUTDOOR ENTRANCES OR EXITS [210-70-a NEC]. D. IN ALL HABITABLE ROOMS PROVIDE RECEPTACLE OUTLETS SUCH THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FT (1.83m) FROM AN OUTLET. WALL SPACE INCLUDES ANY SPACE 2 FT. OR WIDER, FIXED PANELS IN EXTERIOR WALLS, FIXED ROOM DIVIDERS (EX. FREE-STANDING BAR TYPE COUNTERS, RAILINGS, ETC.) [210-52(A) NEC] E. AT KITCHENS AND DINING SPACE: L WALL COUNTER SPACE - PROVIDE RECEPTACLE OUTLETS AT EACH WALL COUNTER SPACE 12" OR WIDER; AND INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" FROM AN OUTLET. ii. ISLAND AND PENINSULAR COUNTER SPACE - PROVIDE AT LEAST ONE RECEPTACLE OUTLET. iii. PROVIDE TWO OR MORE DEDICATED 20-AMP SMALL APPLIANCE BRACH CIRCUITS. [210-52-B NEC] F. PROVIDE ONE RECEPTACLE OUTLET IN BATHROOMS (WITHIN 36" OF EACH BASIN LOCATION, AND DO NOT INSTALL FACE UP), LAUNDRY AREA (DEDICATED 20-AMP), HALLWAYS (OF 10 FT. OR MORE IN LENGTH), BASEMENT, ATTACHED GARAGE, AND IN EACH DETACHED GARAGE WITH ELECTRICAL POWER; AT EXTERIOR OF BUILDING (ACCESSIBLE AT GRADE LEVEL AT THE FRONT AND BACK OF THE DWELLING, ETC. [210-52 NEC). G. DO NOT INSTALL RECEPTACLE OUTLETS FACE UP IN THE WORKING SPACE OR COUNTERTOP. H. PROVIDE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION (GFCI) FOR ALL 125-VOLT, SINGLE-PHASE 15- AND 20-AMPERE RECEPTACLES INSTALLED IN BATHROOMS, KITCHENS AT COUNTER -TOPS, GARAGES (EXCEPT DEDICATED OUTLETS) AND OUTDOORS WITHIN 6'-6" OF GRADE. I. PROVIDE A DEDICATED 20 AMP CIRCUIT TO SERVE THE REQUIRED BATHROOM RECEPTACLE OUTLETS (THE 2(-AMP CIRCUIT MAY SUPPLY THE ENTIRE BATHROOM FOR THAT BATHROOM ONLY). J. PROVIDE WEATHER PROTECTION FOR ALL RECEPTACLES INSTALLED OUTDOORS. Fk DESIGNER: R HUDGINS DESIGN 27626 PASEO SONATA SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 PROPERTY OWNER: STEPHANY PANLILIO 23052-H Alicia Pkwy., #611 Mission Viejo, CA, 92692 TEL: 949.378.2100 PROJECT ADDRESS: 2045 S. HICKORY ST. ZONE: R1 APN: 014-103-28 LEGAL DESCRIPTION: TR 560 BLK 9 LOT 12 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 14 MAR 2005 SUBMITTAL NO.2 11 APR 2005 It 9%JXJg1g _.A M SCALE: AS NOTED JOB NO: WN 05011' DATE: 03.07.05 DRABY: S.M. 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. L�7T 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......................................................U360 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. NER 481 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 @ MID - SPAN BETWEEN SUPPORTS AS INDICATED ON PLANS. CAMBER AT CANTILEVERED ENDS SHALL BE ZERO. DESIGN - BUILD REQUIRENENTS: 1. THE CONTRACTOR SHALL PROVIDE DRAWINGS AND CALCULATIONS NECESSARY FOR ALL DESIGN ITEMS. THE DRAWING AND CALCULATIONS SHALL BE SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA. 2. DOCUMENTS FOR DESIGN BUILD ITEMS (REFERED TO AS DEFERRED SUBMITTAL DOCUMENTS) SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM WITH A NOTATION. INDICATING THAT THE FEFERRED SUBMITTAL DOCUMENTS HAVE BEEN FOUND TO BE IN GENERAL COMPLIANCE WITH THE DESIGN CONCEPT INFORMATION GIVEN IN THE CONTRACT DOCUMENT PRIOR TO SUBMITTAL TO BUILDING OFFICIAL. THE CONTRACTORS SHALL BE RESPONSIBLE FOR FORWARDING THE SUBMITTAL DOCUMENTS TO THE BUILDER OFFICIAL. RESPONSIBILITY FOR THE DESIGN PROFESSIONAL DEAL APPEARS THEREON. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 3. "DESIGN - BUILD" ITEMS/ELEMENTS (AS DESCRIBED BELOW) SHALL BE DESIGNED BY OTHERS, AND THE GENERAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND THE ARCHITECT. THE ENGINEER OF RECORD HAS NOT DESIGHNED THESE "DESIGN -BUILD" ITEMS. DESIGN SHALL INCLUDE THE DESIGN OF THE ELEMENTS AND ITS CONNECTION TO THE STRUCTURE. SEE NOTE #4 3.1 CURTAIN WALL, WINDOW WALL LOUBRE AND GLAZING SYSTEMS. 3.2 STAIRS, HANDRAILS, GUIDERAILS, AND LANDINGS. 3.3 ELEVATOR GUIERAILS, RELATED SUPPORTS, AND CONNECTIONS. 3.4 SUPPORTS AND CONNECTIONS FOR PIPES, SPRINKLERS, AND WASTE LINES, DUCTS, CONDUITS, SUSPENDED CEILINGS, SOFFITS, LIGHTS, ELECTRICAL EQUIPMENT, AND MECHANICAL EQUIPMENT. 3.5 LADDERS, GATES, AND METAL GRATING 3.6 PRECAST ELEMENTS. 3.7 VENEER ANCHORAGE SYSTEMS. 3.8 ANY STRUCTURE THAT IS NOT SHOWN ON THE STRUCTURAL DRAWINGS BUT IS REQUIRED BY OTHER DISIPLIBES SUCH AS ARCHITECTURAL MECHANICAL, ELECTRICAL, LANDSCAPE, ECT. 1, NO PIPES OR DUCTS ARE TO BE PLACED IN CONCRETE SLABS OR WALLS UN- LESS SPECIFICALLY DETAILED. 2. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33 3. STRENGTH OF CONCRETE SHAL BE AS FOLLOWS: FOUNDATION 150 PCF F'C = 2,500 PSI AT 28 DAYS SLABS ON GRADE 150 PCF F'C = 2,500 PSI AT 28 DAYS WALLS, PEDESTALS 150 PFC F'C = 2,500 PSI AT 28 DAYS 4. REBAR LAP SPLICES PER DETAIL 5. SPLICES IN HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED ... 3" 6. MINIMUM CONCRETE COVERAGE; THE FOLLOWING MINIMUN CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE. SLABS ON EARTH............................................................CENTER OF SLAB CONCRETE BELOW GRADE, FORMED.......................................................3" CONCRETE BELOW GRADE, UNFORMEND ( POURED AGAINST EARTH) 7. DOWELS FOR WALLS SHALL BE THE SAME SIZE SPACING AS THE WALL REIN- FORCEMENT AND SHALL LAP WITH THE WALL REBAR AS NOTED ABOVE UNLESS NOTED OTHERWISE. 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 FOR #3 AND SMALLER AND GRADE 60 FOR #4 AND LARGER. WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A706. 9. ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO THE POURING PF ANY CONCRETE OR GROUT. 10. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPR U.N.O. IN SOILS REPORT WITH A WATER/CEMENT RATIO LESS THAN 0.40 ��'trl:Tm i g g>A 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) T 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 GROUT 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 2'12 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. WOOD FRAME 1. ALL STRUCTURAL LUMBER SHALL NE DOUGLAS FIR OF THE FOLLOWING GRADES, CONFORMING TO STANDARD GRADING RULES FOR WEST COAST LUMBER, NO 17, UNLESS NOTED OTHERWISE: RAFTERS, AND JOISTS............................................................... NO.2 OR BTR. BEAMSAND STRINGERS.........................................................................N0.1 POSTS AND TIMBERS ........ ................. ............................. ........ ........ ........ NO.1 PLATES................................................................................. . . . NO.2 OR BTR. BLOCKING, STRIPPING................................................................STUD GRADE. STUDS.. ... _ . ..... ......... ................................ ............. PER SCHEDULE ON SD-02. 2. PLYWOOD ROOF SHEATHING SHALL BE APA RATED STR. 1, UNLESS NOTED OTHERWISE. USE EXTERIOR TYPE, MINIMUM C-C GRADE, WHERE PLYWOODIS EXPOSED TO WEATHER. PLYWOOD FLOOR SHEATHING SHALL BE APA RATED STR. 1, UNLESS NOTED OTHERWISE. ALL PLYWOOD SHALL BE GLUED WITH EXTERIOR TYPLE GLUE. ALL PLYWOOD SHALL CONFORM TO LATEST U.S PRODUCT STANDARD PS 1. INSTALL SHEATHING W/ 1/8" GAP BETWEEN SHEETS. USE T & G SHEATHING AT UNBLOCKED DIAPHRAGMS. 3. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF THE AMERICAN PLYWOOD ASSOCIATION 4. ALL PLYWOOD NAILS SHALL BE COMMON. NAILING SHALL BE PER CHAPTER 23 OF THE U.B.C. 5. UNLESS NOTED OTHERWISE ALL NAILS USED IN CONSTRUCTION OF THIS PROJECT SHALL BE COMMON NAILS AND CONFORM TO: PENNY PENETRATION DIAMETER WEIGHT (INCHES) (INCHES) 8d 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'-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' - 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 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. % BOLT HOLES IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. ALL BOLTS SHALL HAVE STANDARD CUT WAHSER UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 20, ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF SHEATHING PLASTER, ECT. 21. STUDS MAY BE BORED TO 20 % OF WIDTH MAX EXCEPT INTERIOR NON -BEARING STUDS WHICH MAY BE BORED TO 60 % OF THE WIDTH MAX, BORED HOLES SHALL BE LOCATED @ CENTER OF STUD WIDTH. 22. IN NO CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN V 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' - W 15' - 0" 2x8 16" O.C. 16' - 0" 20'- 0" • e BRIDGING TO JOIST TOE NAIL EACH END ....................... ............... ............ ..................... 2- 8d 1" X 6" SUB FLOOR OR LESS TO EACH JOIST, FACE NAIL...............................................2 - 8d WIDER THAN 1 "X 6" SUB FLOOR TO EACH JOIST, FACE NAIL ... .................................... . ..3 - 8d 2" SUB FLOOR TO GIRDER, BLIND AND FACE NAIL .... ......... ................... ........................2-16d SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL.............................................16d AT 16" O.C. TOP PLATE TO STUD, END NAIL ..................... ................ ................. ...................... ....... 2-16d STUD TO SOLE PLATE ... .............. .......................... ....... ................. ...................... ......... 4- 8d DOUBLED STUD FACE NAILS... .................................. .............. ...... ..... l6d 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 V 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.G. 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 ....... .................. .......... .......3-1Od 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 •nil Iff DESIGNER: 415. HUDGINS DESIGN 27626 PASEO SONATA 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: 949,376.2100 PROJECT ADDRESS: 2045 S. HICKORY ST. ZONE: R1 APN: 014-103-28 LEGAL DESCRIPTION: TR 560 BLK 9 LOT 12 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 14 MAR 2005 SUBMITTAL NO.2 11 APR 2005 r SCALE: AS NOTED JOB NO: 05011 DATE: 03.07.05 DRAWN BY: S.H. FOUNDATION PLAN SCALE: 114" = V_0" TYPE SIZE REFORCING F-1 12" WIDE X 12" DEEP (1)#4 BAR TOP & BOTTOM FIPAD SCHEDULE TYPE AREA DEPTH REFORCING PI 1'-6" SQ. 12" (3) #4 BARS EACH WAY. P2 2'-0" SQ. 12" (2) #5 BARS EACH WAY. >! 1$ O PLAN .A - FI (2) #4 BARS EMBEDDED -q" INTO (E) FTC. USE 5/4" HOLES BY 10" LONG - FILL A/ EPDXY (51<A OR EQUAL). SIMPSON EPDXY TIE ET-22. (1) #4 BAR @ 4'-O" O.G. EMBEDDED b" INTO (E) FTC. USE 3/4" F2� HOLES BY 7" LONG - FILL A/ EPDXY (51KA OR EQUAL), SIMPSON EPDXY TIE ET-22. SEE DETAIL. REFER TO 5HEET5 SAO, SAP, 5NI $ 5N2 FOR ADDITIONAL MANUFACTURER 5PECIFICATION5 AND INSTALLATION REOUIREMENT5. iCBO NO.: PFG-5455 ALL 5TRON6-WALL AND PORTAL FRAME INSTALLATIONS ARE COMPLETED USING THE APPROPRIATE 5TRONG-HALL TEMPLATES AS PROVIDED BY THE 51MP50N STRONG -TIE CO., INC. HOLD-DOAN COUPLER NUTS AITH INSPECTION MOLE SUCH AS 51MP5ON-5TRON6 TIE CNN (OR OTHER L15TEP PRODUCT) 15 USED IN THE INSTALLATION. 51MP50N 5TRONG-NALL5 MAY BE USED ON STEEL OR WOOD BEAMS SUBJECT TO THE FOLLONIN6 CONDITIONS. (a) 7/S" DIAMETER RODS SHALL BE USED AT THE HOLDOANS TO CONNECT TO THE MEMBER BELOA. STRAPS ARE NOT PERMITTED TO CONNECT FROM THE POST TO THE BEAM BELON. (b) THE BEAM SHALL BE D1r516NED, PER CODE, TO RESIST THE FORCES IMP05ED BY THE SHEAR WALL ABOVE. (c.) THE VERTICAL DEFLECTION OF THE BEAM, DUE TO THE OVERTURNING MOMENT OF THE AALL, SHALL BE MULTIPLIED BY THE ASPECT RATIO OF THE AALL AND ADDED TO THE HORIZONTAL DEFLECTION OF THE PANEL. THE TOTAL HORIZONTAL DEFLECTION OF THE PANEL SHALL NOT EXCEED THE ALLONABLE CODE DRIFT. (d) FOLLOA THROUGH WITH ALL LOADIN65 TO THE FOUNDATION. y FOUNDATION NOTF-5 1, FOUNDATION EXCAVATIONS � REINFORCEMENT SHALL BE EXAMINED �f CERTIFIED IN WRITING BY THE PROJECT GEOLOGIGAL ENGINEER PRIOR TO INSPECTION BY BUILDING OFFICIAL AND PLACEMENT OF CONCRETE. 2. THERE SHALL. BE NO TRENCHES OR EXGAVA- TION5 5'--0" OR MORE IN DEPTH INTO NHIGH A PERSON 15 REQUIRED TO DESCEND. OBTAIN PERMIT FROM GA DIV. OF INDUSTRIAL SAFETY PRIOR TO ISSUANCE OF GRADING PERMIT. 3. PLASTER KEEP 5GREE05 TO BE MIN. 26 6A GORRO51ON RESISTANT METAL w/ MIN. 3 112" VERT. ATTACHMENT FLANGE. SGREEDS TO BE MIN. 4" ABOVE FIN. &RAPE OR 2" ABOVE PAVED SURFACES. LAP HEATHER BARRIER w/ EXT. LATH COVER � TERMINATE ON FLANGE, PER U.B.G. 5EGTION 2506.5 4. REFER TO ANCHOR BOLT NOTE FOR BOLT SIZE >$ SPACING & SILL THICKNESS ® SHEAR HALLS. 5. NOT USED. 6. WOOD MEMBERS IN CONTACT w/ CONCRETE SHALL BE PRESSURE TREATED DOUOLAS FIR ( P.T.D.F.) OR FOUNDATION REONOOD wl MARK OR BRAND FROM APPROVED AGENGY. PER U.B.G. SECTION 2517.4 4 2326.6 `J. ELEGTRIGAL OUTLET LOGATIONS IN GONGRETE SLABS SHALL BE VERIFIED w/ ONNER. b. FOR HOLDOHNS @ FOOTINGS SEE DETAIL: HOLDDOHN HARDNARE TO BE SECURED IN PLAGE PRIOR TO FOUNDATION INSPECTIONS. q. STRUCTURAL OBSERVATION PER SECTION 1702 OF THE GBG SHALL BE PROVIDED WHEN 50 DE51ONATED BY THE ARCHITECT OR ENGINEER OF RECORD OR, NHEN 5UGH OBSERVATION 15 5PEGIFICALLY REQUIRED BY THE BUILDING OFFICIAL. TYPICAL NON -SHEAR HALL ANCHOR BOLTS SHALL BE 5/a" DIA. wl 2" 50. X 3\I6" THK MASHERS Cp 48"O.G. ALL ANGHOR BOLT EMBEDMENT TO BE MINIMUM 7" INTO FOOTIN& BEYOND GOLD JOINT. SILL PLATES SHALL HAVE MIN. 2 ANCHOR BOLTS w/ ONE BOLT WITHIN 12" OF EACH END OF SILL. NUT wl NASHER SHALL BE TIGHTENED ON EACH BOLT TO THE SILL PLATE PER U.B.G. SECTION 006.E NON -SHEAR WALL INTERIOR FOOTINGS MAY HAVE "RAMSET" I/4" DIA. SHOT PINS @ 24" O.G., I.G.B.O. NO. 163G, OR APPROVED EQUAL. SNOT PIN EMBEDMENT TO BE MINIMUM 1 1/2" INTO CONCRETE. ALL BOLT HOLES SHALL BE DRILLED 1132" TO 1/16" OVERSIZED. APPROVED PLATE NA5HER5 REQUIRED FOR ALL HOLD--DOHN5 CONNECTOR BOLTS. HOLD-DONNS TO BE TIGHTENED JUST PRIOR TO GOVERIN6 THE NALL FRAM I N6. 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 NALL FRAMING, ANCHOR BOLT 5PAGIN6 AT SHEAR NALL5 SHEAR ANCHOR BOLT 51ZE � SPACING NALL# wl MIN. 2x PTOF 511 L 5/8" DIA. ANCHOR BOLTS @ 54" O.G. 5/5" DIA. ANCHOR BOLTS @ 56" O.G. A5/&" DIA. ANCHOR BOLTS @ 24" O.G. SHEAR. ANCHOR BOLT 51ZE $ 5PAGING NALL# wl MIN. 3x PTDF SILL II 5/&" DIA. ANCHOR BOLTS @ 16" O.G. A3/4" DIA, ANCHOR BOLTS @ 24" O.G. A3/4" DIA. ANCHOR BOLTS © 24" O.G. A5/4" DIA. ANGHOR BOLTS @ 16" O.C. NHERE SHEAR PANELS OCCUR ON BOTH 5IDE5 OF A WALL ANGHOR BOLT SPAGING SHALL BE HALF THAT SPECIFIED IN THI5 5GHEDULE. FOR EXIST, FTC. USE "51MP5ON" EPDXY ET Wl MIN. 6" EMBEDMENT Wl INSPECTION, FOR 51ZE AND SPAGINO OF BOLTS SEE ANCHOR BOLT NOTE ABOVE. 1, ALL 5TUD5 SHALL BE 5PAGED @ 16" O.G. 2. ALL STUDS AND TOP PLATES AND ANCHOR 51LL'S AT HALL #'5 10,11,12,13,$ 14 NITH SHEAR 550 PL.F. a GREATER SHALL BE 3X OR HIDER AT PANEL JOINT5 AND SILL AT FT6.5. 3. ALL NAILS FOR PLYND SHALL BE COMMON NAILS U.N.O. 4. ALL NAILS SHALL BE 5TA06ERED WHERE NAILS SPACED 2 IN6HE5 O.G. 5. ALL LAG BOLTS SHALL HAVE 1.5" MIN. EMBEDMENT INTO SUPPORTING MEMBERS. 6. ALL 20d NAIL HOLES SHALL BE PREDRILLED. -7. ALL PLATE NA5HER5 FOR SILL ANGHOR BOLTS SHALL BE MIN. 2" 50. X 3116" THK AND USED ON EACH BOLT. 5. FOR ANGHOR BOLT LENGTH, REFER TO FOUNDATION DETAILS. ALL ANCHOR BOLTS SHALL HAVE -7" MIN. EMBEDMENT FROM FIRST POUR. WRITTEN DIMENSIONS SHALE BE VERIFIED ON THE JOB SITE. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE x ENGINEER PRIOR TO "THE COMMENCEMENT OF ANY WORK. WRITTEN DIMENSIONS SHALL BE VERIFIED ON THE JOB SITE, DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. 0 3 ADDITION I EXISTING I �--f-----------------------___---- 4X6 HDR. ( (€ I F; EXISTING FRAMIN : ! 2 I WALLS: 2X4 f E002 I I I FLOOR JOISTS: 24 I a f -- ----_-_____ (TYpJ--------- ,�_ II( CEILING JOISTS: 27C8 z i x•_" ______________=T`=Q'�-_-------- t=8'=0 I+ x ROOF:2X8 1 -- : 10 0 10 1 0 c/ 4X6 HDR. 4X6 HDR. �- 4X6 HDR.--- i 4X8 BM. ( , 4X4 HDR. r� f S - 4X8 13M. 6 Rs, f i a: E I �o � I�ry O I x .D j = ! Q cfl 2xE5 RI 2x8 i 10 _ I � I f Q I x 8 BM. SD02 Q p (TYpJ % O O [ 0 X F !, Q 4X4 4 ` 'I 0ly -A- \ _/ 2x8 121t� ---- X- - ----- ............................................................. 4X4 HDR. F. 1 ::::::............_....-`4 6 HDR. f ;m................................._................ .....,........ �.a ySD02 D2x10 RDGE 0 ___-_____ __ ________ -f o (TYp) I co [ I < (TYp) I Lc [� L..............f, ............ I o wN 1 ; 2: jj xI [ .--. � 0-_....------ 4X6 HI ,,--- l ! I I (Trp.) ISI702 [ j ADDITION I EXISTING ! (TYp.) [ I d ---_-- -� -- ��---- -- -- _ _.. _.-......_ L.____---_._---__-___-� �fle�$�_._ _._.--------------J y�1 SD02 I V - N � O 0 I N Io j � SD02 f fa I� = x iy Q X1 4X4 HDR. _-_,E _-___-_ E F::::.14X4 HDR 13 � o ' i0130 02 Lz X N I E : ( 4X6 HDR. I I ( ( I I I I I REMOVE(E)ROOF 1 1ST FLR. FRAMING PLAN SCALE: 114" = V- 0" HANGER 5FF-(::� I F I GAT 10N5 GEILING JOISTS "SIMPSON" HANGER JOIST SIZE JOIST SPAN FACE TOP 2x12 < 26-0" U210 JB212 2xIO < 24'-0" LU28 JB210 2x8 < 21'-0" LU526 JB28 2x6 < 16'-0" LU526 JB26 2x4 <10-0" U24 HU24TF HANGER SPEC I F I C >AT I ONS ROOF RAFTERS "SIMPSON" HANGER JOIST SIZE JOIST SPAN FACE TOP 2x12 < 25'-0" U210 JB212 2xIO < IC-0" LU25 JB210 2x8 < 15'-0" LU526 JB28 2x6 < 11'-0" LUS26 JB26 HANGER5 TO BE SKEWED/SLOPED AS REQUIRED HAN6ER 5FEG I F I C ATI ON5 FLOOR JOISTS "SIMPSON" HANGER JOIST SIZE JOIST SPAN FACE TOP STEEL TJI PR0550 < 25--0" MIU4q ITT411.88 ITT411.25 TJI PR0250 < 20'-0" IUTII ITTII.a5 ITTi1,25 2x12 DJ < 15'-0" U210 JB212 J13210 2xIO DJ < 10'-0" LUS28 JB210 LB28 ROOF SHTG. TO BE 1/2" EXTERIOR GRADE PLYWOOD (32116) w/ 8d @ 6" O.G. BOUNDARIE5 $ PANEL EDGES, � 8d @ 12" O.G. IN FIELD. U.N.Q. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE GOVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. THE UNINCORPORATED AREA OF THE COUNTY 15 GON51DERED TO BE A "SPECIAL WIND REGION." ALL ROOF FASTENER5 SHALL BE INSTALLED PER MANUFACTURER.'5 INSTRUCTIONS. ALL FASTENERS TO RESIST WIND LOAD OF NOT LESS THAN 80 MPH O.G. BLDG. ORD. #38661 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.i. METAL FLASHING AT ALL ROOF 4 WALL INTERSECTIONS. PROVIDE 6,1. METAL FLASHING AT ALL VALLEYS. SEE GENERAL NOTES 4 SPECIFICATIONS FOR ADDITIONAL FRAMING 4 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 ff HALLS BELOW TO HIPS, VALLEYS 4 RIDGES 45 DEG. ANGLE MIN. ATT I G \lNT NOTF- 5EE SHEET A-4.1 FOR ATTIC VENT NOTES RPM BEARING WALL5 2x4 STUDS @ 16" O.C. MAX. HT.: 10'-0" 3x4 STUDS ® 16" O.G. MAX. HT.: 10'-0" 2x6 STUDS @ 16" O.G. MAX. HT.: 14'-0" 2x8 STUDS a 16" O.G. MAX. HT.: 16-0" NON -BEARING WALLS 2x4 STUDS @ 16" O.G. MAX. HT.: 14'-0" 2x3 STUDS @ 16" O.G. MAX. HT.: 14'-O" 2x6 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 CEILING, OR EXCEED 8'-0" IN HEIGHT FOR EXTERIOR AND LOAD BEARING WALLS, OR 10'-0" IN HEIGHT FOR INTERIOR NON -BEARING WALLS. ALL PLUMBING WALL5 TO BE 2 x 6 STUD5 MIN. STUD MAX. HEIGHTS PER U.B.G. TABLE 23-1-R-3. LEGEND 45TRU--SHEAR PANEL PER SCHEDULE ENGINEERS SHEAR WALL # PER S W GTURAL CALCULATIONS L---- PANEL LENGTH M MOMENT FRAME SHEAR PANE( SHEAR PANEL LOCATION # - BEAM ELEVATION PER SCHEDULE ON PLAN BEAM # PER ENGINEERS GALG5. BEAM/ -JOIST LINE FRAMING NOTES 1. USE "SIMPSON" HANGERS OR APPROVED EQUAL AT JOISTS HANGING FROM BEAMS, AND AT ALL BEAM TO BEAM CONNECTIONS PER PLAN. 2. BEAM5 AND HEADERS LARGER THAN 4xIO TO BE SUPPORTED AT EACH END WITH A 4x P05T OR LARGER. BEAM5 AND HEADERS 4xIO OR SMALLER TO BE SUPPORTED AT EACH END BY DOUBLE STUDS EXCEPT AS NOTED ON PLANS. 3. PROVIDE "TJ€-550" OR EQUAL BELOW WALLS EXCEPT AS NOTED OTHERWISE ON PLANS @ GOMP051TE TRU55 FLOOR FRAMING. PROVIDE "TJI" BLOGKINO 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 2-16d R.S. NAILS @ 24" O.G. ALTERNATE 51DE5. SOLID BLOCK BELOW WALLS PERPEN- DIGULAR TO JOISTS. 5. FIREBLOGK ALL DROPPED AND 5OFFITED CEILINGS, TYPICAL. 6. PROVIDE RAFTER TIES @ 48" O.G. IN LOWER 113 OF ATTIC SPACE WHERE CEILING J015T5 ARE NOT PARALLEL TO ROOF RAFTERS. 7. ALL FRAMING HARDWARE TO BE "SIMPSON STRONG, TIE INC." OR APPROVED EQUAL. 8. WHERE DBL. TOP PLATES ARE BROKEN OR INTERRUPTED PROVIDE MIN. I/8" THK.x 1-1/2" WIDE METAL TIE STRAPS, LAP ALL TOP PLATE SPLICES MIN. 4'-0". q. ALL UNSPECIFIED HEADERS TO BE MIN. 4x4. 10. ALL P05T5 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 WALLS TO BE MIN. 2x6 STUDS. 12. GLUED -LAMINATED BEAMS SHALL BE MARKED AN51/AITG STANDARD AI,�O.I. INSPECTOR I PROVIDE FIELD SPED OR WITH APPROVED 3 CERTIFICATION OF INSPECTION" R FOALL GLUED -LAMINATED BEAMS. 14, ALL UPPER FLOOR SHEAR PANELS AND BEARING WALLS TO EXTEND TO ROOF FRAMING MEMBERS. 15. WHERE SHEAR WALLS ARE CONTINUOUS AGROSS OTHER WALLS, POPOUTS OR FURRING, APPLY SHEAR PANEL PRIOR TO OTHER FRAMING TO PRESERVE SHEAR WALL CONTINUITY, 16. STRUCTURAL OBSERVATION PER SECTION 1702 OF THE GBC SHALL BE PROVIDED WHEN 50 DESIGNATED BY THE ARGHITEGT OR ENGINEER OF RECORD OR, WHEN SUCH OBSERVATION 15 SPECIFICALLY REQUIRED BY THE BUILDING OFFICIAL. 17. LAG BOLTS: PROVIDE LEAD HOLE 40% - 70% OF THREADED SHANK DIA, AND FULL DIA. FOR SMOOTH SHANK PORTION. 5HE AR PANEL SCHEDULE E WALL# PLYWOOD 4 NAILINO PER ALLOWABLE SILL NAILING U.B,G. TABU 23-1-K-1 SHEAR 7/5" 5TUGG0 0/ PAPER BACKED LATH wl 16 6A. €� STAPLES @ b"O.G. AT T46 150 PLF 16d @ 8" O.G. PLATES, EDGE OF SHEAR WALL AND ON FIELD A 318" 5TRUGT. Il PLYWD. w/ ad @ b"O.G. BOUND. 4 260 PLF [Cad @ 6" O.G. EDOE5 4 12"O.G. FIELD A 315" 5TRUGT. 11 PLYWD. w/ 8>d a 4"O.G. BOUND, 4 34cl PLF ICad @ 4" O.G. EDOE5 4 12"0.6. FIELD SHEAR ANCHOR BOLT 51ZE 4 5PAGING WALL # W/ MIN 3X PTDF SILL A3/8" 5TRUGT. 11 PLYWD. 20d @ 3" O.G. w/ 8d @ 3"O.G. BOUND. 4 4,40 PLF OR 112"DIA. LAO O EDOE5 4 12"O.C. FIELD BOLTS AT Ib" O.G. 3/5" 5TRUGT, li PLYWD. 20d @ 2-1/2" O.G. wl tad @ 2"O.G. BOUND. 4 ta30 PLF OR 112" DIA. LAO A O EDOE5 4 12"O.G, FIELD BOLTS AT 12" O.G. A 15/32"5TRUGT. 11 PLYWD. 20d @ 2"O.G. wl 10d @ 2"O.G. BOUND. 4 -170 PLF OR 112" DIA. LAG, EDOE5 4 12"0.6. FIELD BOLTS AT 10" Q.G. AGIQ/32" 5TRUGT. 11 PLYWD. 20d @ 2" O.G. wl 10d @ 2"O.C. BOUND. 4 570 PLF OR 112" DIA. LAG EDOE5 4 12"O.C, FIELD BOLTS AT 8" O.G. / 1 INDIGATES SHEAR WALL NOT *V INGLUDED IN 5TRUGT. DE516N FOR SHEAR PANELS 11, 12, 13 4 14 PROVIDE MIN. 3x BOUNDARY MEMBERS 4 SILL PLATE (350PLF) w/ 5TA65ERED NAILIN6 @ BOUNDARIES 4 EDOE5. THE -MAX. HEI&HT TO WIDTH RATIO FOR SHEAR WALL5 15 2:1 UNBLOCKED SHEAR WALLS ARE NOT PERMITTED. WHERE PANELS ARE APPLIED TO BOTH FACE5 OF A WALL 4 NAIL 5PAGiNO 15 LE55 THAN 6" O.G. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMINO MEMBERS OR FRAMINO SHALL BE MIN. 3x W/ NAILS ON EAGH 51DE 5TAO6ERED. SILL NAILING SHALL BE HALF THAT SPFGIFIFD IN TH15 SCHEDULE AND 5TA66FRED wl MIN 3x SILL PL. (1). ALL STUDS SHALL BE SPACED @ Ib" O.G. (2). ALL NAILS FOR PLYWOOD SHALL BE GOMMON NAILS UNO. (5). ALL NAILS SHALL BE STAGGERED WHERE NAILS 5PAGED 2" O.C. (4). ALL FIELD NAILS TO BE IOd @ 12" O.C. (5). ALL LAO BOLTS SHALL HAVE 1-112" MIN. EMBEDMENT INTO 5UPPORTINO WOOD MEMBERS. (b). ALL 20d NAIL HOLES SHALL BE PREDRILLED. - -- BEARING POINT FROM ABOVE ON BEAM 5 A�vl L \/AT I O N NOTE JOIST/RAFTER SPAN, TYPE AND 51ZE PER SCHEDULE I TOP OF BEAM @ TOP OF JOISTS [--- GANTILEVERED JOISTS F 2] TOP of BEAM @ BOTTOM of JO i 5T5 2x6 5TU05 @ 16" Q.G. INTERIOR BEARING WALL TOP OF 2x NAILER ® TOP OF JOISTS CONTINUED POST FROM ABOVE F4] TOP OF 2x NAILER (p BOTTOM OF JOISTS F5] BOTTOM OF BEAM @ BOTTOM OF GLO. J015TS IIJAE3 BUILDING SECTION REFERENCE LETTER 2 BUILDING SECTION SHEET NUMBER F BOTTOM OF BEAM @ TOP OF PLATES 2 DETAIL REFERENCE NUMBER TOP OF BEAM @ TOP OF PLATES 154 DETAIL SHEET NUMBER F51 TOP OF BEAM @ BOTTOM OF BEAM # IN 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 Alicia Pkwy. #611 Mission Viejo, CA. 92692 TEL: 949.378.2100 PROJECT ADDRESS: 2045 S. HICKORY ST. ZONE: R1 APN: 014-103-28 LEGAL DESCRIPTION: TR 560 BLK 9 LOT 12 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 14 MAR 2005 SUBMITTAL NO.2 11 APR 2006 DATE. 03.07 OT5 D DRAWN NO: gY 0501H•I POST PER PLAN 13OLT Et-I9H7MENT INTO CONCRETE 5575 SELECTION TABLE MODEL DIA. LENGTH MIN. EMBED. POST PEP, PLAN MODEL I 2-POUR SSTBIb Wall 11" 12" MTT26 SSTBIb SSTB20 SSTBW 5/8" 21" lb., HD 2A S5TBI6 SSTB20 951-524 5A6" 251, 201, SIMPSON STAB E53OLT HD 5A SSTB20 SSTB24 2X STUDS PER PLAN SST526 l/W 24111 24' OR GB PER PLAN HD 6A S5TB26 55T534 K/ AB.S PER SHEAR 13OLT FOR +401-00014e 2 10 HD OA 55TE326 SST034 HALL HOLDOOM BOLT # 'VMP50N" FV PER rHO-10-A—T 55T62e, cow- 5LA13 PER RE OUNDFATETION PLAN HD2A 55TBI6 PLAN w/!56T5 BOLT SLAB PER H05A SST520 PER SCHEDULE FOUNDATION PLAN = E.N. 59 F06A 55TD26 (IF APPLICABLE) x x HP&A 9ST525 Ss' & HDIOA SST526 2x SILL PLATE A x F014A 1 1/4" (P A.B. w/ ...... ...... . . . . . . J 36" MIN. EMBED..71111= I Mil I 2 3/4" TO EVNSE 13/4" MIN" 4'. PAD PER POUND. PLAN Qp RE -BAR TOP 4 5OTT CONT. PER PLAN RE -BAR PER CONC. FON67 PEP, PADSCHEDULE FOUNDATIONOTIPLAN CONC. FOOTING PER PER PLAN FOUNDATION PLAN PM PLAN NOTE: DEEPEN FT6 AS REGIUIRED TO OBTAIN ANCHOR EMBEDMENT AND CONCRETE- COVER 17 13 HOLD-DOWN N N.T.5. 9 SIMPSON HOEDOWN 5 EXTERIOR FTG 111=11-011 1 'F W./ STAB BOLT iE* a < 1/2" EXPANSION JOINT IT CONCRETE DRIVEWAY CONCRETE 6ARA6E SLAB PER FOUNDATION PLAN ----,,\ PER FOUNDATION SLAB 2 4 1UL03 TIES a 12" O.C. 4. -#4 BARS CONT. 0 TOP 6 STM. PM PLAN 2X STUDS PER PLAN W A.5.'5 PER 5FEAR WALL RETE SLAB PER ' FOUNDATION PLAN E.N.W r rOW L RE -BAR TOP 4 BOTT CONT. PER PLAN GRADE BEAM @ GARAGE INTERIOR FTG A PLYWOOD WHERE OCCURS E. 2x BLOCK- 4"CONC. SLAB Wh 6"x6'-*10/#10 W.W.M. UNO E2 6 MIL. VISQUEEN 0/ 2" SAND BASE SHEET METAL TO - COVER E. WOOD #4 BAR @ 4'4' O.C­ EMBEDDED 6" INTO E. FTG. USE 3/4" HOLES BY 7" LONG - FILL W/ EPDXY. X 0 E. 2x4 STUDS @ 16' D.C. A36S @ 16' O.C. E. SHEATING E. FLR. JOISTS E. FOOTING m ccw­ FOOTING PER FOUNDATION PLAN DET-115 111.11-01, STUDS PER PLAN I— INTERIOR FIN1544 OARA(SE FINISH P.TD.F. SILL W/ ANCHOR BOLT PER FOUNDATION PLAN 316" EXPANSION JOINT GARAGE SLAB PER FOUNDATION PLAN CONCRETE SLAB PER FOUNDATION PLAN —#3 DOWELS 0 12" O.G. 2 FOUR COLD JOINT 4- lb" .g. RE -BAR TOP I BOTT CONT. PER PLAN !c PLAN EXTERIOR FINISH -""""" &J. METAL KEEP SCREED FINISH GRADE----. STUDS PER PLAN 6ARA6E INT. FINISH F.T.D.F. 51LL K/ ANCHOR BOLT PER FOUNDATION PLAN 5/6" EXPANSION JOINT GARAGE SLAB PER FOUNDATION PLAN I 544 MIN. A.. x 11111 Jill a. RE -BAR TOP 4 E30TT CONT. PER PLAN DIMENSION NOTE 6" MIN PER I STORY a, MIN PER 2 STORY a IN DESIGNER: HUDGINS DESIGN 27626 PASEO SONATA I SAN JUAN CAPISTRANO, CA 92675 TEL: 949.322.7922 FAX: 949.488.8940 I w 0 0 w 0 r Z WVJ< 0� 0 "gt z C) I z PROPERTY OWNER. STEPHANY PANILILIO 23052-H Alicia Pkwy., #611 Mission Viejo, CA. 92692 TEL: 949.378.2100 PROJECT ADDRESS: 2045 S. HICKORY ST. ZONE: Rl APN: 014-103-28 LEGAL DESCRIPTION: TR 560 IBLK 9 LOT 12 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 14 MAR 2005 SUBMITTAL NO. 2 11 APR 2005 STRUCTURAL DETAILS I SCALE: AS NOTED JOB NO: 05011 DATE: 03.07.05 DRAWN BY: S.H. 12 L 2 2X PURLIN - SAME 51ZE AS RAFTER - (2) Ibd's MIN. 2X4 Q 4'-0" O.G. WI (4) 16d's MIN. CONT. 2X NAILER W/ (2) Ibd c• EVERY E. RAFTER 8 (1) Ibd e EA. SIDE W/ (1) Ibd TOE -NAIL. E. PLYWD ROOF 5HT5 2X RIDGE BEAM 2x ROOF RAFTERS PER 5TRUGT. PLAN (3) Ibd's - ONE TOE -NAIL MIN. ONE EAGH SIDE DBL. TOP PLATES INTERIOR BEARING WALL PER STRUCT. PLAN MIN. (b)-Ibd NAiL5 AT TO J5T MUR 2: E.N. PLYWD ROOF SHT6 0/ 5FILE N"RAFTERS PER PLANA3SIMP50N" A35SGH PER 5GHEDULE E.N. DBL. TOP PLATE SHEAR WALL PER PLAN -•—}` 2x STUDS a 16" O.G. V 2x STUDS ® Ib" O.G. SHEAR WALL PER PLAN 2x BLOGK(NG "51MP50N" A35 PER SGHEDULE GEILIN6 J015T5 PER PLAN DBL. TOP PLATE 2x STUDS a Ib" O.G. SHEAR WALL PER PLAN 5T5 PER PLAN "51MP50N" A35 5PAGIN6 @ TOP PLATE, U.N.O, ON PLANS SHEAR WALL # PANEL ONE: SIDE PANEL TWO SIDES NONE 52" O.G. G 20" O.G. 10.5" O.G. 10 14" O.G. 7.O" O.G. II II" O_G. 5.5" O.G. I2 S" O.G. 4.5" O.G. 13 "i" O.G. 14 1b" O.G. E. DBL. TOP PLATE E. 2x 5TUD5 Q 16" O.G. RIDGE BEAM OR BOARD PER PLAN "5IMP50N" A35F AT EA SIDE OF P05T 4x KINC POST PER PLAN 'SIMPSON" A35 AT EA SIDE OF POST STUD WALL PER PLAN DBL 5TUD BELOW K.P. HOR OR BEAM WHEN OGGURS PER PLAN eTa a .T. . 'ND ROOF 5HT6 of =TER5 PER PLAN 4T. 2X NAILER WI (2) EVERY E. RAFTER (5) 16d Ibd 0 EA. SIDE 1) Ibd TOE -NAIL. PLYWOOD ROOF SHTG O/ RAFTERS LYWD ROOF 5HT6 PER PLAN SIMPSON A35 @ 24" O.C. EN. 8d @ 6" O.C. + LID + ++� ,BLOCOKING 2x JOISTS PER PLAN SIMPSON A35 RIDGE BEAM @ 48" O.C. ROOF RAFTERS SHEARWALL PER PLAN 0 4 10 6 SHEAR TRANSFER @ EAVE 2 18 N.T.S. 1 SHEAR TRANSFER NEW TO (E) ROOF 1 � Fe.) Ea T ► rirr •1'! rf 12 rim rilkyra Ir' r * # l i r • ' #, i MAX NOTCH 40% OF WIDTH 2x4 - (1 3/8" DEEP NOTCH) 2x6 - (2 1 /8" DEEP NOTCH) , t> �Ye f . ;S r: 1;r oil• c `# r i # it r • it • C] W z z O v ce z 0 0 04 o 0DEPTI z 04 C} fD iv d NOTCHES NOT PERMITTED WITHIN MIDDLE 113 SPAN NOTCHES WITHIN 12 BUT BORED HOLES ARE BORED HOLES ALSO SPAN EACH END PERMITTED PERMITTED # i i FQ _ FO 'SIMPSON" A35 SPAGING @ TOP PLATE, U.N,O. ON PLANS SHEAR WALL # ---PANEL ONE 51DE PANEL TWO 51DES NONE 32" O.G. G 20" O.G. 10.5110.6. 10 14" O.G. "1.0" O.G. O.G. 12 8" O.G. 4.5" O.G. 13 -r O.G. 14 6" O.G. "SIMPSON' A35 PER SGHEDULE NEW ABOVE EXISTING BELOW 5T22 32" O.G. ROOF 5H &. PER PLAN WI "51MPSON" HANCER5 RIDGE BEAM PER PLAN 5T22 a 32" O.G. ROOF 5HTS. PER PLAN ARD PER PLAN RAFTERS PER PLAN PLYWD ROOF 5HT6 of �'`- --- DBL. TOP PLATE ---- NEW CRIPPLE WALL 2x STUDS @ 16" O.G. SHEAR WALL PER PLAN NEW CRIPPLE HALL 2x STUDS @ 16" O.G. SHEAR HALL PER PLAN GONTINUOU5 TO RAFTER N. GEILIN6 JOISTS E.N. PER PLAN ___--- DBL. TOP PLATE EX15TiNO STUDS ® 16" O.G. SHEAR HALL PER PLAN 1. 2. ROOF RAFTERS PER PLANS 3. EDGE NAILING 4. SIMPSON MSTA24 5.4x BEAM OR DBL. JST. PER STRUT. PLANS D ROOF 5HT6 of ER5 PER PLAN .2X NAILER WI (2) EVERY E. RAFTER 6d & EA. 51DE Ibd TOE -NAIL. TWD ROOF 5HT6 9OF RAFTERS 2x PE SIMPSON A35 EA. END 2X BLCKG —� DBL. 2X4 TOP PLATE 2X4 FULL HIGH SHEARWALL PER PLAN 19 "! 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 Alicia P #611 Mission Viejo, CA. 92692 TEL: 949.378.2100 PROJECT ADDRESS: 2045 S. HICKORY ST. ZONE: R1 APN: 014-103-28 LEGAL DESCRIPTION: TR 560 BLK 9 LOT 12 SUBMITTAL SET REVISION DATE SUBMITTAL NO. 1 14 MAR 2005 SUBMITTAL NO.2 11 APR 2005 '. , mv..: CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R Project Title.......... ADDITION TO PANLILIO Date..03/16/05 21:17:52 Project Address........ 2045 S. HICKORY STREET ---------------------- SANTA ANA *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------ MTCROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-PANLILIO Wth-CTZ08s92 Program -FORM CF-1R I User#-MP0820 User-D & N Associates Run -ADDITION TO PANLILIO -------------------------- --------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 696 sf Building Type --- .......... Single Family Detached Construction Type ......... New Building Front Orientation- Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.--------- I Floor Construction Type.... Slab On Grade Glazing Percentage......... 11.1 % of -floor area. Average Glazing U-factor... 0,6 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height----- 8 ft BUILDING SHELL INSULATION CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 C-7-1R Project Title.......... ADDITION TO PANLILIO Date..03/16/05 21:17:52 MICROPAS6 v6.01 File-PANLILIO Wth-CTZ08S92 Program -FORM CF-IR I User#-MPO820 User-D & N Associates Run -ADDITION TO PANLILIO ----------------------------------------------------------------------------- THERMAL MASS ------------ Area Thickness Type Exposed (sf) (in) Location/Comments ------------ ------------- --------- ------------------------ SlabonGrade No 396 3.5 Covered InteriorHorz Yes 300 1.0 KITCHEN HVAC SYSTEMS Refrigerant Tested AIC'CA Equipment Minirmim Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location 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 in this section should be documented on the plans, installed to manufacturer and CEC specifications, and verified during plan check and field inspecticn- This building incorporates non-standard Fenestration Shading. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R Project Title .......... ADDITION TO PANLILIO Date..03/16/05 21:17:52 MICROPAS6-v6.01 File-PANLILIO Wth-CTZ08S92 Program -FORM CF-1R User#-MP0820 User-D & N Associates Run -ADDITION TO PANLILIO ---------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title-24, Parts I 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. HUDG7 NS DESIGN Company. D & N Associates Address. 27626 PASEO SONATA Address. 12277 Baja Panorama SAN JUAN CAPISTRANO Santa Ana, CA 92705 Phone... 949 322 7922 Phone... 714-538-3828 License. Signed.. _.��Ztr 7/2w%'Signed. . (&*) (date) ENFORCEMENT AGENCY Component Frame Cavity Sheathing Total Assembly This building incorporates a High Mass Design. Name_... Type Type R-value R-value R-value U-factor Location/Comments ... Title... ------------ ------- -------- -------- ------- ------- ------------------------ REMARKS Agency.. Wall Wood R-13 R-0 R-13 0.088 WEST, NORTH, SOUTH ------- Roof Wood R-19 R-O R-19 0.051 AttJ _c Phone... Door None R-0 R-0 R-0 0.330 Solid Wood SlabEdge None R-0 R-0 F2=0.760 To Outside Signed.. (date) FENESTRATION Over -- Area. U_ Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins -------------------- ----- Window Front, (W) 25.0 ------ ------ 0.600 0.650 ------------------ Standard --------------- Woven ----- None Window Left (N) 52.5 0.600 0.650 Standard Woven None MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 11 MF-1R Project Title.......... ADDITION ON TO PANLILIO Date..03/16/05 21:17:52 4. - � I Project Address........ 2045 S. HICKORY STREET SANTA ANA *v6_01-k Documentation Author... LAM NGUYEN Building Per -Tait # 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-IR I User#-MP0820 User-D & N Associates 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 requirements listed on the Certificate of Compliance. When this checklist is incorporated into 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. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er meat *150(a.): Minimum R­19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R­Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-factor in metal frame wails (does not apply 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. 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 weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and. 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1- Masonry and factory -built fireplaces have: a. Closeable metal or glass door •x k ky 1101,61, W MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF-1R Project Title.......... ADDITION TO PANLILIO Date..03/16/05 21:17:52 MICROPAS6 v6.011 File-PANLILIO wth-CTZ08S92 Program -FORM MF-IR User#-MP0820 User-D & N Associates Run -ADDITION TO PANLILIO ------------------------------- - ---------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES ---------------------------------------------------- Design- Enforce- er m. e. n t 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems- 150(j): Pipe 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 other 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 sectons 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 T_TL181B. 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 a. -Lid their components shall not be sealed with cloth back 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 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF-IR Project Title.......... ADDITION TO PANLILIO Date..03/16/05 21:17:52 MTCROPAS6 v6.01 File-PANLILIO Wth-CTZ08S92 Program -FORM MF-IR User#-MP0820 User-D & N Associates 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: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- 150 (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 lightir_g shall be controlled by a switch on a readily accessible Lighting control panel at an entrance to the kitchen. 150(k)2: Rooms 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. I50(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. ANNIL- Design- Enforce- er meat CN L? 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A �`! x � LW� t- tY_ F- CL rW- m z C9 I W N °� z X -! ¢� �iJ � `; 0 Y �� - Qtn ri ��0 .-5i Ww M�a� aZ oca� �s °- 0�-Z ,n � C7 NW wso _ �' �`' I 1 Z I Z R wm °.° 0 O N Q- z U C) Z (",j Q 0f?G�OW 0 Z O O o Oaw�tL'C? l N C)CL`�•"'*W - m a'Wt30= O .TGO W 0 t-- Gs=!R m0 w w 0a,� mw0 ar 0m m �> � 0 z t>: = Q: S Z O Z O CC S Z 0 OC = or y 111 R ca W 1 GZ W CO �r 0� Cl �N Cj I �Wz0U-�i- �C.D0 -xW =QD-WV)0 ��da =30 - a- nwo zF- zc� r .- .- Z Z .- z .- .- W r�s Nmm U¢ o a a o a o a 3 3 3 OC>�J SHEATHING 1" MAXIMUM DIAMETER HOLE IN FRAMING 1" MAXIMUM DIAMETER HOLE IN FRAMING MEMBERS. ONLY ONE HOLE PER MEMBER. MEMBERS, ONLY ONE HOLE PER MEMBER. � ws s csr � TYP LO-CATIO OF HOLE alp W M LQQATION OF HO, 7 7 j8" (MAX) DIA. HOLE ONLY ONE HOLE IN ONE CUT OUT IN THE OSB%PLYWD. SHEATHING UP TO 4" (MAX) SQUARE MAY BE LOCATED WITHIN THIS ZONE 1" (MAX) DIA. HOLE THROUGH CL POST. ONLY 1 HOLE PER -------OF POST IN CROSS HATCHED AREA (1) - 1" (MAX) DIA. HOLE (TYPICAL EACH POST) THROUGH OF BLOCKING (1) - 1 " (MAX) DIA. I HOLE THROUGH CL { I OF BLOCKING { i { i I I I { { 1 i { i NOTE: THREE 1" DIAMETER HOLES PREDRILLED IN TOP PLATES " ` 7 NO ADDITIONAL HOLES ALLOWED. NOTE: CL POST STIFFENING STRAP EXTENDS 1 , 37" ABOVE THE HOEDOWN. A 1 DIA. HOLE IS PRE -DRILLED IN THE STRAP 21" ABOVE THE HOLDOWN. 1 " (MAX) DIA. HOLE THROUGH CL OF POST AT 21" ABOVE THE HOLDOWN OR /r AT CROSSHATCHED AREA 37" ABOVE THE HOLDOWN. ' (TYPICAL EACH POST) f f' ,f ff f 1 1 " (MAX) DIA. HOLE THROUGH CL OF POST AT 12" ABOVE THE BASE. (TYPICAL EACH POST) 16" + 22" PORTAL WALL 1 18" + 24� STANDARD OR RF WALL 2 3 NOTE: THREE 1" DIAMETER HOLES 1" MAXIMUM DIAMETER HOLE IN FRAMING PREDRILLED IN TOP PLATES MEMBERS. ONLY ONE HOLE PER MEMBER. NO ADDITIONAL HOLES ALLOWED./ T ., NOTE: 1. STRONG -WALL IS MANUFACTURED AND TRADEMARKED BY SIMPSON POST STIFFENING STRAP EXTENDS ' STRONG -TIE COMPANY, INC.", HOME OFFICE: 4120 DUBLIN BLVD., #400, DUBLIN, CA 9456$ 37" ABOVE THE HOLDOWN. r� NOTE 1" MAXIMUM DIAMETER HOLE IN FRAMING MEMBERS. ONLY ONE HOLE PER MEMBER. s W aP LOCATION OF HOLELOCATION OFNOLE ONE CUT OUT IN THE OSB f PLYWD. UP TO 4" (MAX) SQUARE MAY BE LOCATED WITHIN ONE OF THESE ZONES (1) - 1 " (MAX) DIA. HOLE THROUGH CL OF BLOCKING ' INTERIOR STUDS MAY HAVE--- � (1) - 1 " (MAX) DIA. HOLE 7s PLACED IN ANY POSITION AT THE CL OF THE STUD VA I I/ 37" ABOVE THE HOLDOWN. 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT A 1" DIA. HOLE IS PRE -DRILLED IN CONFORMANCE TO THESE DRAWINGS AND THE STRONG -WALL THE STRAP 21"' ABOVE THE HOEDOWN. INSTALLATION GUIDE, T-SWGUIDE. MODIFICATIONS TO THIS -1 (MAX) DIA. HOLE THROUGH CL OF PRODUCT AND ASSOCIATED SYSTEMS OR CHANGES IN THE f POST AT 21" ABOVE THE HOEDOWN OR INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE f AT CROSSHATCHED AREA 37" ABOVE INSTALLATION GUIDE SHOULD ONLY BE MADE BY A QUALIFIED f THE HOEDOWN. ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER. THE PERFORMANCE fff (TYPICAL EACH POST) OF SUCH MODIFIED PRODUCTS OR ALTERED INSTALLATION f PROCEDURES IS THE SOLE RESPONSIBILITY OF THE DESIGNER. REFER TO I.C.B.O. PFC-5485 FOR FURTHER INFORMATION. ref f 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, f ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG -WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG -WALL IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT DRAWINGS. 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING OFFICIAL. 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND ANY OTHER LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE 1 (MAX) DIA. HOLE THROUGH CL OF DESIGNER. % POST AT 12" ABOVE THE BASE. (TYPICAL EACH POST) 8. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. 9. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. 32w STANDARD OR RF WALL. 4 48'p STANDARD OR RF WALL 5 NOTES 6 10 r 6iI TEL: (800) 999-5099, FAX: (925) 875-0826 A 1" DIA. HOLE IS PRE -DRILLED IN THREE 1" DIAMETER HOLES "SIMPSON STRONG -TIE COMPANY, INC." IS AN ISO 9001 REGISTERED THE STRAP 21" ABOVE THE HOEDOWN. PREDRILLED IN TOP PLATES COMPANY. — 1" (MAX) DIA. HOLE THROUGH OF WE LOCATION OE HOLE NO ADDITIONAL HOLES ALLOWED. l POST AT 21" ABOVE THE HOEDOWN OR NOTE: f AT CROSSHATCHED AREA 37" ABOVE / THE HOEDOWN. POST STIFFENING STRAP EXTENDS f (TYPICAL EACH POST) ff f fj ff ONE CUT OUT IN THE OSB%PLYWD. UP TO 4" (MAX) SQUARE MAY BE LOCATED WITHIN ONE OF THESE ZONES (1) - 1 " (MAX) DIA. HOLE THROUGH CE __... OF BLOCKING 1 " (MAX) DIA. HOLE THROUGH CE OF POST AT 12" ABOVE THE BASE. (TYPICAL EACH POST) 'N INTERIOR STUDS MAY HAVE -- 1 -1" (MAX) DIA. HOSE PLACED IN ANY POSITION AT THE CL. OF THE STUD Ilk Vo -------------- r- r— a NAME S.H. DATE 01-31-01 SCALE NONE CHECKED R.R. , J.G. SHEET swo OF SHEETS JOB NO. NOTE: CONNECTOR EMBED LINE REFER TO CURRENT SIMPSON CONNECTOR AT HEADER, FIELD NAIL THRU SHEATHING AND FULL LENGTH GARAGE HEADER .......... CATALOG S L A ATALOG FOR SSTB INSTALLATION AND METAL STRIP WITH 10d COMMON NAILS OR 16d USE 318 PLYWOOD/OSB SHIM UNDER M TS. T REQUIREMENTS. STRAP WHEN HEADER IS 3-1/8 GLB (DESIGN BY OTHERS) 3/8 SHIM AT 3 1/8- GLB RLEBARLENGTH LREQUIREMENTS. SINKERS AT LOCATIONS MARKED BY PAINTED DOTS 1/2" SHIM IS PROVIDED WITH 4' MINIMUM SIZE SHALL BE: F_ SEE DET. 4 m PRE -INSTALLED I j WALL, BUT IS NOT REQUIRED 5- /K.-PLATE WASHER 3 1/2 x 11 7/8" PARALLAM PSL HDQ8 HOLDOWN NU AND 4 x 12 DFL TOP OF PANEL e 3 1/2 x 11 7/8" TIMBEIRSTRAND (1.5E) ....•............... . .......... uj 3 1/8 X 12 GLB 10 go. STRAP -SEE DET. /4 4 m IA IA A ON PLATE WASHER I "FRONT" STAMPED < AV _j I- 3- MIN. a Z SHEATHING TO HEADER..._..... THREAD ROD z 0 5" MAX. r) SEE DET. SSTB28 — . I _j V) 0 0 0 0 0 COUPLER NUT # 4 R E 8 A R FIELD NAIL 10ga STRAP AS REQUIRED 00 01 HEADER-/ TO POST & HEADER —FOR SSTB TOP PLATES OF STRONG -WALL WITNESS HOLES t o 0 WITH (10) 10d COMMON VISIBLE FOR 0 HEADER (BY OTHERS) I SPECTI NOTE: NAILS OR (10) 16d SINKER VIEW A -A • NAILS AT TOP AND BOTTOM .A GARAGE HEADER ROUGH OPENING HEIGHT 1 11 1 POSITION HEADER FLUSH OF EACH STRAP, ............ ............. PANEL SHEATHING AGAINST STRONG -WALL SDS1/4"x6" SCREWS MODEL H CURB W/O SHIM* WITH SHIM* SHEATHING. .4 SW16x7-4HD •"I SW22x7-4 6 7'-0" 7'-0 1/2" A,- r 5/8".0 x 12" AB PERIMETER METAL U-CHANNEL 4 - -6HD SW16x7 FOUNDATION -6 7 7--1 7'-1 1/2$* W/ 7 MIN. CONCRETE SCREWS SW22x7 BEARING PLATE W/ SDS 1/4" X 6 -_ "' 4 1 1 , - •SIDS 1/4 x 2 1/2" (DESIGN BY OTHERS) EMBEDMENT SWl6x8-4HD SCREWS PROVIDED SW22x8-4 6" 8--0" 8,-0 1/2" WITH WALL. SW16x8-6HD 4" 7" 81-11$ 8'-1 1/2" SW22x8-6 SSTB PER DETAIL 1/2" SHIM PROVIDED WITH WALL SSTB ANCHORAGE 1 PORTAL WALL SILL 2 TOP OF WALL CONNECTION 3 TOP OF WALL CONNECTION 4 4w PORTAL WALL SECTION 5 FULL LENGTH GARAGE HEADER .................................. . ...................... DRAG TIE ACROSS BEAM SPLICE It (DESIGN BY OTHERS) tBEAM SPLICE (DESIGN BY OTHERS) MINIMUM SIZE SHALL BE: l5 MIN. HEADER SEE DETAIL OR iDIAMEU Nm IN SHEATHING 6x12 SINGLE PORTAL SYSTEM mumom awy ONE PER mumm OR 5 1/8 x 12 GLB DOUBLE PORTAL SYSTEM OR 5 1/4 x 11 7/8 PARALLAM PSL I i -4 r % TYP CATION OF NO 10 go. STRAP -SEE DET. LSTA STRAP (MIN. AT BEAM TO POST MIN. HEADER SEE DETAIL�'6 ORJ`� LSTA STRAP (MIN.) 7/8" (MAX) DIA. HOLE p SHEATHING TO HEADER------ 7-,/ AT BEAM TO POST ONLY ONE HOLE IN 8' MIN. 18'6" MAX. i Pzc==Mzmd SHEATHING 3 SEE DET. 8' MIN, 18'6" MAX. HEADER SUPPORT POS� (DESIGN BY OTHERS) 1 (MAX) DIA. HOLE THROUGH Z (3)-LTP4 AT SUPPORT OF POST. ONLY 1 HOLE PER POST TO STRONG -WALL 16'4" MAX. POST IN CROSS HATCHED AREA (MAX) DIA.,,,,. POST (TYPICAL EACH POST) TOP PLATES OF STRONG -WALL 06" HOLE THROUGH CE 1\ OF BLOCKING HEADER SUPPORT POST STHD10 HOLDOWN (MIN.) (DESIGN BY OTHERS) In I %H SDS1/4"x6" SCREWS I• 4 CURB COLUMN BASE (DESIGN BY OTHERS} OLUMN BASE DESIGN BY OTHERS) s Y 5 /4­ 5.75" PORTAL WALL SECTION 6 SINGLE + DOUBLE PORTAL ASSEMBLY 7 SINGLE PORTAL ASSEMBLY 8 16" + 22" PORTAL WALL OPENINGS 9 NOTIEt 5/8' DIA. ALL NECESSARY HARDWARE, FOR MUDSILL A.B. SSTB28 PANEL INSTALLATION, IS SSTB28 NOTE, PRE -ATTACHED OR PROVIDED, EXCEPT I, MAX. TO THE CURRENT SIMPSON FOR TEMPLATE AND ANCHOR DOLTS, IT CONNECTOR CATALOG FOR TEMPLATE SELECTION CHART, TOP OF CONCRETE 1. STRONG -WALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG TIE COMPANY, INC.", HOME OFFICE: 4120 DUBLIN BLVD., #400 DUBLIN, CA 94568 TEL: (800) 999-5099, FAX: (925) 875-0826 SWT EXTERIOR TEMPLATE "SIMPSON STRONG -TIE COMPANY, INC." IS AN ISO 9001 REGISTERED (FOR 2x FORM BOARDS) COMPANY. FULL LENGTH GARAGE HEADER 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE (DESIGN BY OTHERS) TO THESE DRAWINGS AND THE STRONG-WALL7 INSTALLATION GUIDE, T-SWGUIDE. WITH MINIMUM SEE SHEET MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED SYSTEMS OR CHANGES SIZE AS SHOWN SWO FOR IN THE INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE 4- —ALLOWABLE ON DET 5 & 6 1 INSTALLATION GUIDE SHOULD ONLY BE MADE BY A QUALIFIED ARCHITECT, OPENINGS CIVIL, OR STRUCTURAL ENGINEER. THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES IS THE SOLE W :z RESPONSIBILITY OF THE DESIGNER. REFER TO I.C.B.O. PFC-5485 Ll XA, 5/8" DIA. r FOR FURTHER INFORMATION. SSTB28 MUDSILL A.B. SSTB28 0- 3 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS CONDITIONS 10 EMBED LINE AT TOP OF j CONC E TOP OF CONCRETE II Illb SWTI INTERIOR TEMPLATE If ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG —WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY cc u.j SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR TO CONSTRUCTION. W 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG —WALL ca IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT DRAWINGS. T 1 7 7 TUr7 A000nX/Al nC' TUC' LOCAL I I J. uor_ ur- ir-110 Fr\uuu�ll I-) --auOWL-k� u PROVIDED WITH WALL (FOR 2x4 ABOVE CONCRETE) 1/2" SHIMI BUILDING OFFICIAL. 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE OF WITH THE LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE 4.4 AND ANY OTHER LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY, VERIFY DESIGN REQUIREMENTS WITH THE LOCAL 4- `4 f BUILDING DEPARTMENT. > CONCRETE DESIGN 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING BY OTHERS SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDINGS LATERAL cl) FORCE RESISTING SYSTEM, INCLUDING A COMPLETE LOAD PATH a_ NECESSARY TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO GARAGE PORTAL WALL TABLE THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. TOP OF NUMBER OF NUMBER OF NUMBER OF MUDSILL HOLDOWN ASSEMBLED CONCRETE MODEL W (in) H (in) T (in) FASTENERS IN ANCHOR ANCHOR WALL WT. 8. SIMPSON STRONG —TIE COMPANY, INC. RESERVES THE RIGHT TO SWTPF TEMPLATE SET UP TOP OF WALL BOLTS BOLTS (Ibs) CHANGE SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR (FOR PLYWOOD PANEL FORMS) SW1 6x7-4HD 16 78 4 B-SDS 1/4x6 2-5/8"0 2-SSTB28 90 LIABILITY FOR SUCH CHANGES. SW1 6x7-6HD 16 78 5.75 1 8-SDS 1/4x6 2-5/8"o 2-SSTB28 112 9. ALL HARDWARE CALLED 0IT Iq qWg" STRONG —TIE. A SW16x8-4HO 16 GID 4 8_SDS 1/4x6 2-5/8.0 2-SSTB28 95 SW16x8-6HD 16 90 5.75 8-SDS 1/46 2-5/8.0 2-SSTB28 120 SW22x7-4 22 1 78 4 10-SDS 1/46 2-5/8"0 2-SSTB28 95 SW22x7-6 22 78 5.75 10-SDS 1/4x6 2-5/8"0 2-SSTB28 117 SW22x8-4 22 90 4 1 -SDS 1/46 2-5/8"0 2-SSTB28 105 SW22x8-6 22 90 5.75 10-SDS 1/44 2-5/8-0 2-SSTB28 130 12 13 STRONG -WALL TEMPLATES 14 PORTAL WALL SPECIFICATIONS 15 NOTES 16 GARAGE HEADER ROUGH OPENING HEIGHT MODEL H CURB WZO SHIM* LN11H SHIM* SW1 6x7-4HID SW22x7-4 6. 7'-0" 7'-0 1/2" SW1 6x7-6HD SW22x7-6 7" 7'-1" 7'-1 1/2" SW1 6x8-4HD 61, 8 . -0" 8'-0 1/2- SW22x8-4 SW16x8-6HID SW22x8-6 7" I 00 L0 N 0)0 .00 Z 3 LO m N Z) 0) (:5 0 0) 00 c; > L0 w-j uj m I 0) a) zm 0 ►D :0 0 w 00 0 0 92 I r�j DATE 01/31/01 SCALE NO SCALE CHECKED IRA. ) J.G. SHEET swp OF SHEETS