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HomeMy WebLinkAbout10148312.pdfABBREVIATIONS SHEET INDEX A-0 TITLE SHEET A,F.F. ABOVE FINISHED FLOOR LT. LIGHT ALUM. ALUMINUM MAINT. MAINTENANCE P. AMPERE a AMAXMAXIMUM A-4 GENERAL NOTES BD. BOARD MECH. MECHANICAL BLD`0 BUILDING MEfi METAL i `. BLLC'G BLOCKING Ml MANUFACTURER � s °` BOB. BOTTOM MIN. MINIMUM A-2 SITE / ROOF PLAN CAB. CABINET MISC, MISCELLANEOUS VIC ILO. CEILING Amoll MTO. MOUNTED C CENTERLINE NO. METAL A DEMOLITION / FOUNDATION FLANS CLR. CLEAR MUL MULLION COL COLUMN NO. NUMBER �,@3 a.e�E - CONC. CONCRETE N.I.C. NOT W CONTRAC ov CONT. CONTINUOUS WT.& NOT TO SCALE GUZMA,r%,.. .,D..3,..➢ a,r,..,. _.tea u� ..,:r, .dos3. «,s .w i'..., .,..,.,., r,�.,.e CONTR. CONTRACTOR 0/ OVER `"�_ A 4 FIRST FLOOR PLAN / SECOND FLOOR D}EO. DEDICATED O.C. CN4 CENTER ... - RESIDE ICE DET. DETAIL OFF, OFFICE s D.F. DRINKING FOUNTAIN PLAS. TAM. PLASTIC LAMINA , � .. _. Ada CIA DIAMETER PL PLATE DIAL. DIAGONAL PLUMB. PLUMBING DIMOIMENSION PLYWD. PLYWOOD DillDOWN PR. PAIR A-5 SECOND FLOOR FRAMING / DWG. DRAWING PTN. PARTITION�A DWR. DRAWER R. RADIUS EA. EACH REF, REFERENCE .-- ELECT. ELECTRICAL REFR. REFRIGERATOR ELEV. ELEVATION REQ'D REQUIRED 4 ROOF FRAMING EO. EQUAL R.N. RIGHT HANG EXT. S EXTERIOR RM. O ROOM A-g ELEVATIONS EX13T'G EXISTING R.O. ROUGH OPENING ADDITI N F.D. FLOOR DRAIN SCH£D. SCHEDULE 0 F.E.C. FIRE EXTINGUISHER CABINET S.C. SOLID CORE F.H,Q. FIRE HOSE CABINET SECT. SECTION' r Ill FIN. FINISH S.F. SQUARE FEET IT FIXTURE SH7. SHEET FLUOR. FLUORESCENT SIN. SIMILAR , _tea` T ', RA-7 SECTIONS DETAILS F.O.C. FACE OF COLUMN SPED. SPECIFICATION 'tl ' [ ;1 pv [ ✓ 11 F.O.S FACE OF STUD S,S, STAINLESS STEEL r�y t _PLAc F.O.W. FACE OF WALL STL STEEL t V 1 � , Ti l lk F.S. FLOOR SINK srrt, STORAGE A-S DETAILS PURR, FURRING STRUGI STRUCTURAL S�I �e FURN. FURNISH (ED) FURNITURE SUSP. SUSPENDED830 E. BISHOP STREET j GA. GAUGE SYM. SYMMETRICAL GL GLASS TELEG TELEPHONE a'y ('=J rev: zone, GYP,BD. GYPSUM BOARD TEMP. TEMPERED a.,..�- A-S DETAILS H. HIM THK. THICK _ 7_�..� p pill H,C. HOLLOW CORE T.O.W. TOP OF WALL z:.�� HOWR. HARDWARE TYP. TYPICAL a t=$" n � H.M. HOLLOW METAL U.L UNDERWRITERS LABORATORY< .." L1ta, j q p �a HORN HORIZONTAL U.N,O. UNLESS NOTED OTHERWISE A- 0 DETAILS SANTA ANA, CALIFORNIA HR. HOUR V. VOLT _` w „F. .,u i LTC? $ c�a :a HT. HEIGHT V.C.T. VINYL COMPOSITION 11LE H.d.A.C. HEATING, VENTILATION, VEST. VERTICAL A 1 ENERGY COMPLIANCE FORMS AIR CONDITIONING VEST: VESTIBULE INSUL INSULATION V.I.F. VERIFY IN FIELD TNT. INTERIOR W/ WITHt r ' - { a JAN. JANITOR WC WALL COVERING I `" J-BOX JUNCTION BOX W.C. WATER CLOSET 3 TAM. LAMINATE W.H. WATER HEALER .....-m. .«.�._. �,. �.� ...,..... � �,, LAM. PLAS, LAMINATED PLASTIC W.P. WATER PROOF q LAV. LAVATORY W.R. WATER RESISTANT Ta .AN SIF -m LH, LEFT HAND PL . GENERAL NOTES : a� (1) 7-2700 ?s'a _. 1.01 ALL WORK PERFORMED SHALL COMPLY WITH APPLICABLE LAWS INCLUDING, BUT NOT LIMITED THE UNIFORM BUILDING CODE, IA3 ALL. PENETRA71ONS AT ONE OR TWO HOUR PARTITIONS SHALL BE PROTECTED 1.30 CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY 1.45 SUORE ACCEPTANCE BY THE OWNER, THE COMPLETED CONSTRUCTION SHALL BE 1.61 ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. 3,07 UNDER FLOOR AND ATTIC VENTILATION EQUAL TO 1 SO. FT. FOR EACH 1998 CAUFORNIA BUILDING CODE (CBC), ELECTRICAL (CEG), BY FIRE DAMPERS. OF EXISTING FIRE RATED WALL$ (i.e. NO GAPS, HOLES, VOIDS, UNSEALED CLEANED, LABELS REMOVED AND ALL OTHER TOUCH-UP COMPLETED. ALL BOLT HOLES IN WOOD SHAD. BE DRILLED 1j32" CIA, LARGER THAN NORMAL BOLT 150 SO. FT. OF FLOOR AREA LOCATED TO CREATE CROSS VENTILATION. ENERGY AL AM), MECHANICAL (CMG}, AND PLUMBING {CPC} PENETRATIONS. ETC. BEYOND THAT WHICH CODE ALLOWS). DIAMETER WITH COCAIN AMENDMENTS, CURRENT 1.48 WORK INCLUDES DEMOLITION, REMOVAL AND REINSTALLATION WHERE REQUIRED, REMOVE TITLE-24 AND AMERICAN WITH DISABILITIES ACT Aq,A) 1.14 CONTRACTOR SHALL PROTECT ALL EXISTING AREAS. 1,31 ALL CONTRACTORS MD/OR SUPPUER REQUESTS FOR SUBSTITUTIONS OF SPECIFIED REVISE, RELOCATE AND REINSTALL AS REQUIRED. ITEMS TO BE REMOVED SHALL BE SNOB ALL ROOMS USED FOR LIVING C SLEEPING PURPOSES TO HAVE 10 S.F. WITH ALL LOCAL AND STATE CODES. ORDINANCE . AND REGULATIONS. 1.62 PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. OR 1 j10 OF FLOOR AREA, WHICHEVER I$ GREATER, OF WINDOW AREA CODES. ORDINANCES AND REGULATIONS SHALL TAKE PRECEDENCE OVER 1.15 CONTRACTOR SHALL SUBMIT CONFIRMATION WITH DELIVERY DATES FOR POD CT IN B£ SUBMITTED IN WRITING. ACCOMPANIED WILL B BY THE RED ONLY IF MATERIALS AS DIRECTED BY OWNER F PROPERTY DISPOSED DAILY OF OFF -SITE, SITE DEM�ITIDN THE DRAWINGS AND CONTRACTOR SHALL COMPLY WITH MOST RECENT EDITIONS. ORDERS OF MATERIALS AND EQUIPMENT OF ANY LONG LEAD TIME ORDERS PRODUCT INFORMATION, TO THE DESIGNER AND WILL BE CONSIDERED THEY if IT DOES MATERIALS SHALL DISPOSED t# iXf-ATEI A DABY BASS. 1j2 CI THIS REQUIRED AREA TO BE OPENABLE WHICH MAY AFFECT THE SCHEDULE. NOT SACRIFICE QUALITY, APPEARANCE AND FUNCTION. UNDER NO CIRCUMSTANCES 1.83 PROVIDE BLOCKING OR BRIDGING PER CHAPTER 23 tE THE 199? UBC. WILL THE DESIGNER BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR 1.47 THE CONTRACTOR SHALL PROVIDE PROTECTION AS REQUIRES} TO PREVENT ANY DAMAGE 1.64 TOP PLATES OF ALL WOOD STUD WADS TO BE 2-2X (SAME WROTH OF STUDS), UNLESS 3,09 ADDITIONS OR ALTERATIONS VALUED AT S1,000 OR MORE, REQUIRE THAT SUBSTITUTE IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. TO MATERIALS FOR CONSTRUCTION PREVIOUS TO AND DURING OCNSTRUCTION AND SMOKE DETECTORS BE INSTALLED IN ALL BEDROOMS AND ALL LEVELS. 1O2 THESE DRAWINGS ARE SUBJECT TO THE APPROVALS OF STATE AND LOCAL 1.16 PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STAND PIPES,ING OTHERWISE NOTED. LAP 48'(MIN.) WITH NOT LESS THAN 8-t6d NABS AT EACH LAP BUILDING AND FIRE DEPARTMENT APPROVALS. SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS, MUST BE SUBMITTED TO 1.32 INSTALLATION OF ALL SELECTED MATERIALS SHAD. BE COMPLETE IN ALL RESPECTS AFTER WHERE ALSO S.REPA CONSIRUCACE WITH AND ADJACENT TO THE JOB AND NOT MORE THAN 12' BETWEEN NABS AND APPROVED BY THE FIRE DEPARTMENT OFFICIALS BEFORE EQUIPMENT IS SITE. WHEE DAMAGE OtXMURS, REPAIR CXN REPLACE A5 REQUIRED TO THE OWNER'S 3.10 WINDOWS AND DOORS SMALL COMPLY WITH SECURITY ORDINANCE 1.03 EXAMINATION OF THE SITE AND PORTIONS THEREOF, WHICH WILL AFFECT THE INSTALLED. PRIOR TO FINAL ACCEPTANCE, ANY MISCELLANEOUS ITEMS OR MATERIALS NOT APPROVAL AT NO ADDITIONAL COST. 1.65 BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM FOR RESIDENCE, SPECIFICALLY NOTED, BUT REQUIRED FOR PROPER INSTALLATION SHALL BE FURNISHED WORK, SHALL BE MADE BY GENERAL CONTRACTOR, WHO SHALL COMPARE AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHAM FURNISH TO TEE 1.48 ANY REVISIONS OR ADDITIONAL WORK REQUIRED BY THE CLIENT FED CONDITIONS OR SUPPORTING ORDER, BEAM, WALLS MORE THAN MST DEPTH, 3.11 MAXIMUM ALLOWABLE STANDARD GLASS + .20 X FLOOR AREA FOR RESIDENCE, 17 WITH THE DRAWINGS AND SATISFY HIMSELF TO CONDITIONS UNDER WHICH IA7 INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN OWNER ALL. WARRANTIES AND GUARANTEES REQUIRED AT THE CONCLUSION OF WORK. LOCAL GOVERNING AUTHORITIES $CALL BE BROUGHT TO THE ATTENTION OF THE OWNER DUAL PANE GLASS REQUIRED, WORK IS 7O BE PERFORMED, CONFLICTS, OMISSIONS, ETC. SHALL BE STRICT ACCORDANCE NTH THE MANUFACTURER'S SPECIFICATIONS. BEFORE PROCEEDING REGARDLESS OF COST; TIME 0R MATERIAL INCREASE1,66 FRAMING CONTRACTOR TO RAT PROOF AND MINERAL PACK ALL FIRE BL0Ci5 AND REPORTED TO THE SPACE PLANNER BEFORE PROCEEDING WITH ANY WORK. 1,33 THE CONTRACTOR SHALL SUBMIT GUT SHUTS OF ALL FIXTURES, SHOP DRAWINGS AND PLATES DISTURBED BY OTHER WORK. 312 FLASH ALL EXTERIOR OPENINGS WITH APPROVED FLASHING. t.04 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO 1.18 CONTRACTOR FOR THE PROJECT SHALL BE RESPONSIBLE FOR OBTAINING ALL SCHEDULES TO THE ARCHITECT FOR APPROVAL BEFORE ORDERS ARE PLACED -AND 1.49 WALLS AND STRUCTURAL FRAMING SHALL BE ERECTED TRUE AND PLUMB IN 2.01 CONCRETE MIX: 2000 PSI 0 28 DAYS TYPE It CEMENT CONCRETE STANDARDS: ACI 301 REQUIRED BUILDING PERMITS. RELATED WORK IS BEGUN. ANY FABRICATION DONE PRIOR 70 THE APPROVAL OF ACCORDANCE WITH THE DESIGN, BRACING SHALL BE PLACED DURING ERECTION STARLING THE WORK. ANY DISCREPANCIES AND/OR OMISSIONS IN THE *SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS':AC1 347 "RECOMMENDED CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE 1.19 ALL WORK NOTED 'N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED SHOP DRAWINGS BY THE INTERIOR DESIGNER SHALL, BE AT THE CONTRACTOR'S RISK, WHEREVER NECESSARY TO TAKE CARE OF ALL LOADS TO WHICH THE STRUCTURE MAY PRACTICE FOR CONCRETE FRAMEWORK`: ACI 304 "RECOMMENDED PRACTICE FOR 3,14 RECESSED LIGHTS AT INSULATED CEILINGS SHAD. BE U.L LISTED SPACE PLANNER PRIOR TO PROCEEDING WITH WORK. BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT 1.34 ALL WORK SHALL BE SCHEDULED AND PERFORMED SO AS NOT TO DISTURB OR CAUSE BE SUBJECTED, MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE': COMPLY WITH FOR DIRECT CONTACT WITH INSULATION, (LC.T. TYPE). 1.05 MATERIALS ARE SPECIFIED BY THEIR BRAND NAMES TO ESTABLISH STANDARDS TO BE PART OF THE CONSTRUCTION AGREEMENT, THE GENERAL DAMAGE 70 ANY ADJACENT AREAS SCHEDULE AND COORDINATE ALL WORK AND 1.50 THE CONTRACTOR SHAD. PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING APPLICABLE PROVISIONS EXCEPT OTHERWISE INDICATED. REINFORCING ASTM A-615 GR. OF QUALITY AND PERFORMANCE. ANY REQUEST FOR SUBSTITUTION $HALL BE CONTRACTOR SHAD. COORDINATE WITH "OTHER" CONTRACTORS AS TRASH REMOVAL THROUGH THE OWNER. HANGERS OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, CADINETiRY, FURNISHINGS 60• 3.15 EXTERIOR STUCCO SHALL COMPLY WITH WITH CHAPTER 25 U.B.C. SUBMITTED WITHIN FIVE DAYS OF THE AWARD OF THE CONTRACTOR TO THE REQUIRED PER REQUIREMENTS ESTABLISHED BY OWNER, 'TENANT, OR BOTH. AND ALL 01HER ITEMS REQUIRED THE SAME. REFERENCE ARCHITECTURAL DRAWINGS CONCRETE SLAB MINIMUM 6" ABOVE FINISH GRADE. FOOTINGS SHALL BE TO THE DEPTH PROVIDE SEPERATE INSPECTION FOR EACH PHASE OF EXTERIOR PLASTER AS FOLLOWS: 1.35 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ANY EXISTING SCRATCH COAT, BROWN COAT AND COLOR COAT. STAPLES ARE NOT PERMITTED FOR SPACE PLANNER FOR R5 EW OF EQUIVALENT QUALITY AND PERFORMANCE AND 1.20 "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY CONSTRUCTION DEFECTS TO THE OWNER, THE GENERAL CONTRACTOR SHALL ALSO 1.51 THE CONTRACTOR SHALL PROVIDE THREE 3) SETS OF SHOP DRAWINGS TO THE 2.02 BELOW GRACE INDICATED ON PLANS, FOR ATTACHING WIRE. PROVIDE ONLY FURRING NAILS AT WIRE LATHE THAT SUPPORTS STUCCO. SHALL NOT BE PURCHASED OR INSTALLED WITHOUT WRITTEN APPROVAL LOCATE FINISH FACES IN THE SAME PLANE. TAKE ON THE RESPONSIDIUTY TO ENSURE THAT CORRECTIONS OF SUCH DEFECTS ARE ARCHITECT FOR DESIGN APPROVAL AFTER HE HAS REVIEWED THEM FIDE CONSTRUCTION 1.06 ALL WORK LISTED, SHOWN, OR IMPLIED, ON ANY CONSTRUCTION DOCUMENTS PERFORMED PRIOR OR DURING CONSTRUCTION TO CORRECT THESE DEFTCUCIES. AND CONFORMANCE WITH THE CONTRACT DOCUMENTS FINISH FLOOR SHALL BE MIN, 6" ABOVE GRACE PER SECTION 1806.1 AND 4" AT 3.18 PROVIDE 60 MINUTE MINIMUM BUILDING PAPER AT ALL STUCCO LOCATIONS SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR, EXCEPT 1,21 "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE 2.03 WEEPSCREED, SECTION 2506;5. THAT DO NOT HAVE PLYWOOD BACKING. TWO LAYERS OF GRADE D PAPER SHALL BE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THE CONTRACTOR MALL SUBMIT SAMPLES O MATERIAL FINISHES TO THE ARCHITECT [ WHERE NOTED. OTHERWISE. THE GENERAL CONTRACTOR SHALL CLOSELY 1.36 'SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE ELEVATION NOTED. VERIFY 1.52 APPLIED OVER ALL WOOD BASE SHEATHING. CBC 2508.4 THROUGHOUT, UNLESS OTHERWISE NOTED. F�tICRR TO POURING OF CONCRETE CONTRACTOR MALL MAKE SURE ALL EMBEDDED COORDINATE HIS WORK WITH THAT OF OTHER CONTRACTORS, OR DIMENSIONS AND ORIENTATION ON PLAN. FOR APPROVAL PRIOR TO INSTALLATION, FAILURE TTO DO $0 WILL BE 1HE TOTAL 2.04 MATERIALS AND ITEM$ ARE IN PLACE AND SECURELY ANCHORED. 3,17 ALL NEW GLAZING SHALL COMPLY WITH STANDARDS OF THE U.S. CONSUMER PRODUCTS VENDORS, TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT ALL WORK 1.22 DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL ONLY ONCE WHEN RESPONSIBIUTY AND LIABILITY OF THE CONTRACTOR WHETHER SPECIFIED CORRECTLY OR SAFETY COMMISSION. MANUFACTURER TO SUPPLY CERTIFICATE OF COMPLIANCE TO OWNER. SHALL BE DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. THEY FIRST OCCUR, AND ARE REPRESENTATIVE FOR SIMILAR CONDITIONS 1.37 ALL DIMENSIONS ARE TO FACE OF FINISH. U.N.O. PLACE PARTITION CENTERLNNE ON INCORRECTLY ON THE CONTRACT DOCUMENTS, THIS REQUIREMENT IS FOR THROUGHOUT, UNLESS OTHERWISE NOTED. COLUMN OR MULLION CENIERUNE, U.N.O. DOUBLE-C HECIONG PURPOSES. ALL FILL MATERIAL TO BE COMPACTED TO 90% OF MAXIMUM DENSITY (OR MORE AS ALL GLAZING WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF A DOOR AND WITHIN L07 THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET 2.05 DIRECTED). 60 INCHES OF THE FLOOR SHALL BE TEMPERED. [CBC 2406.4(5)3 OF CONSTRUCTION DOCUMENTS ON THE 408 SITE DURING ALL PHASES OF L23 COLUMN CENTERLINE (ALSO REFERRED TO AS GRID LINES) ARE SHOWN FOR 1.38 WORK NOT SPECIFICALLY DETAILED OR SPECIFIED SHAD, BE PROVIDED IN ACCORDANCE 1-53 REMOVAL OF EXCESS MATERIALS. TOOLS AND EQUIPMENT RELATED TO EACH PORTION CONSTRUCTION AND SHALL PROVIDE ALL SUBCONTRACTORS WITH CURRENT DIMENSIONING PURPOSES. W11H DETAILS OR SIZES COVERING SIMILAR WORK FOR EXISTING CONSTRUCTION, O' THE WORK SHALL BE THE RESPONSIBILITY O THE CONTRACTOR INVOLVED, V440 3,18 ALL EXTERIOR WINDOWS WILL BE CERTIFIED 80 MPH WIND PRESSURE CONSTRUCTION DOCUMENTS AS REQUIRED. SHALL REMOVE THEM FREQUENTLY DURING CONSTRUCTION AND UPON COMPLETION SNOT ANCHOR BOLTS SHALL BE 5/8" X 12" EMBED 9" 1N CONCRETE AT 48' O,C, WITH AN EXPOSURE C. 1.24 ALL NEW INTERIOR DOORS & HARDWARE ARE TO MATCH EXISTING, HOWEVER, 1.39 "DIE CONTRACTOR SHALL UNDERCUT INTERIOR DOORS AS REQUIRED TO CLEAR HIS WORK PLACE ANCHORS AT 12" FROM ENDS OF SILLS, 1.08 THE GENERAL CONTRACTOR SHALL, REMOVE ALL RUBBISH AND WASTE ALL DOORS MUST HAVE LEVER TYPE HARDWARE FINISHED FLOORING BY )i ALL RATED DOOIS, IF ANY. SHALL BE ORDERED SO AS INSTALL ANCHOR BOLTS WITH 2" X 2" X 3/16" PLATE WASHERS, 3.19 SLIDING GLASS DOORS (PATIO TYPE) SHALL HAVE CATAGORY B CLASSIFICATION PER MATERIALS OF ALL SUBCONTRACTORS AND TRADES DAILY TO CLEAR FINISHED MOOR BY W, U.N.O. 1.54 DAMAGE TO OTHER WORK BY A SUB -CONTRACTOR SHALL BE REPAIRED BY THE TRADE CBC CHAPTER 24 AND UBC STD. 24-2. AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY 1.25 ALL VERTICAL DIMENSIONS SHOWN ARE TO FLOOR SLAB, UNLESS WHOSE WC#IC CS DAMAGED ANQ SHAD C HARCED TO THE SUB -CONTRACTOR. 3.02 FOOTING SILLS TO BE EMBEDDED IN MORTAR OR HAVE FULL BEARING ON THE DIRT, DEBRIS OF DUST FROM AFFECTING, IN ANY WAY, FINISHED AREAS IN OR OTHERWISE NOTED, 1.40 DOM OPENINGS IN GYPSUM BOARD PARTITIONS NOT DIMENSIONED ARE TO BE FOOTING WALL AND BE PRESSURE TREATED WOOD, OUTSIDE OF JOB SITE, CONTRACTOR IS RESPONSIBLE TO SCRAPE OUT, LOCATED 4' FROM DOOR JAMB TO ADJACENT WAD, U.N.O. T.55 VERIFY WITH MECHANICAL DRAWINGS FOR MECHANICAL OPENING SIZE AIL} LOCAilON3 IN 3,20 GLAZING IN DOORS AND FIXED GLAZING PANELS OF 9 S.F. OR LESS SHALL HAVE 0 TYPE) SHALL, HAVE 1.26 DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. LARGE SCALE DETAILS CATAGORY I CLASSIFICATION PER CBC CHAPTER 24 AND UBC STD, 24-1 CLEANUP AND REMOVE ALL DEBRIS RELATED TO THE BUILD -OUT. GOVERN OVER SMALL SCALE DETAILS. ONTACT ARCHITECT . PARTITIONS, SEAL BETWEEN DUCTS AND PARTITIONS WHEREVER REQUIRED, 3.03 PROVIDE A MIN. OF 3.5" OF CONCRETE BETWEEN WOOD AND EARTH FILL ARCHITECT IS NOT RESPONSIBLE FOR DETEC71O N OR REMOVAL OF IMM IA l Y� tkj y[Ajj �,#dEi�$iON QI�CREPANCIES. 1,41 ACCESS PANELS SHALL BE PROVIDED FOR ELECTRICAL. PLUMBING AND AIR ANY HAZARDOUS MATERIALS. CONDITIONING CO NIROLS AND SYSTEMS, LOCATIONS SHALL BE REVIEWED WITH THE 1.56 THE CONTRACTOR SHALL HOLD HARMLESS THE OWNER, ARCHITECT, AND THEIR ARCHITECT, REPRESENTATIVES OF ANY SUITS CIO ANY LEGAL ACTION ARISING FROM THE 3,04 PLYWOOD 70 BE AEX1LL HAVE ROOF, SHEAR PANELS 70 BE GROOVE E J I. S OR SH EDGES t.O9 THE CONTRACT DOCUMENTS AND COPIES THEREOF ARE LEGAL INSTRUMENTS 1.27 ALL WORK PERFORMED BY THE CONTRACTOR SHAD CONFORM TO THE CONTRACTORS WORK. AT SUBETED SHAD. HAVE APPROVED ROUNCE AND NGSHA SHALL N SHALL BE EXISTING BUILDING STANDARDS SUPPORTED WITH BLOCKING. PLYWOOD ROOF SHEATHING SHALL BE BONDED BY CO SERVICE FOR THE USE OF THE OWNER AND AUTHORIZED REPRESENTATIVES, 1.42 CONTHE COMPLETE O {O THE JOB SHALL FURNISH OWNERS WW1H AS -BUILT DRAWINGS AT, 1.57 ALL LUMBER TO 1E DOUG;LAS FIR. MINIMUN GRATE OF FRAMING LUMBER 70 BE INTERMEDIATE OR EXTERIOR GLUE. COMPLY WITH TABLE 25-Q. U.B.C. REGARDING FOR 1H£ DESIGNATED ARE PROPERTY ONLY. THE CONTRACT DOCUMENTS AND THE COMPLETION THE PROJECT. STANDARD GRADE OR NO.2. ALL HORIZONTAL BEAM MEMBERS -JOISTS, RAFTERS, POSTS REQUIRED NAILING SCHEDULE. COPIES THEREOF ARE PROPERTY OF KDC. 1.28 THE STARTING OF ANY WORK BY ANY CONTRACTOR OR SUBCONTRACTOR SHALL BE CONSIDERED PRIMA FACIE EVIDENCE THAT HE HAS INSPECTED 1.43 THE CONTRACTOR SHALL PROVIDE ALL TOOLS, TRANSPORTATION, UTILITIES, LABOR, AND HEADERS TO BE Ni GRADE OR AS NOTED. ALL FRAMING LUMBER TO BE GRADE 1.10 CONTRACTOR SHALL PATCH ANY EXISTING WALLS, COLUMNS AND jOR AND ACCEPTED ALL CONDITIONS INVOLVED IN HIS WORK AND FINDS MATERIALS, EQUIPMENT AND OTHER SERVICES AND RELATED TAXES NECESSARY FOR MARKED. 3.45 PROVIDE t X 8 LET IN GE AT EACH CORNER AND EVERY CE LJNGS AS NEEDED TO REFURBISH THE WORK AREA AND REPAIR ALL THEM SATISFACTORY. PROPER EXECUTION OF THE NEW IMPROVEMENTS. 25 FEET OR EQUAL BRACCINING. CONTACTDAMAGES. 1.58 ALL LUMBER IN CONTACT WITH TREATED O OR MASONANY LESS THAN 6" FROM THE 4 PER FOOT. RAFTER TIES 2'-8" O.C. 1.29 BARRICADES SHALL BE ERECTED PER LOCAL DEPARTMENT OF BUILDING 1.44 ANY AND ALL REVISIONS SHALL BE WRITTEN IN CHANGE ORDER FORM AND APPROVED GROUND SNAIL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD.3.06 MINIMUM ROOF PITCH TO BE 1/" 111 PREPARE ALL FLOORS AND WALLS TO RECEIVE NEW FINISHES, U.N.O. AND SAFETY AND AS REQUIRED FOR SECURITY. AND AUTHORIZED BY THE OWNER BEFORE BEGINNING WORK, IMMEDIATLY ABOVE CEIUNG JOISTS MEN RAFTERS DO NOT 1.59 ALL FRAMING ANCHORS, POST CAPS, COLUMN BASES, ETC. SHALL BE AS PARALLEL CEILING JOISTS. 1.12 CONTRACTOR AND ARCHITECT TO REVIEW CHALK LINES PRIOR TO MANUFACTURED BY THE "SIMPSCON COMPANY' OR EQUAL COMMENCEMENT OF CONSTRUCTION, 1.80 UNLESS OTHERWISE NOTED ALL NAILING SHALL CONFORM TO TABLE 23-IQQ (2001 CBC OR 1997 UBC). ELECT. & 1..ltaHTINiG LE"Wl'd D STANDARD SYMBOLS PARTITION I. IEGEl' D Pimi"A0JECT TEAM C-"'UILD1NG DATA SM SYM. DESCBUILDING CODE : 1997 UNIFORM BUILDING CODE DESCR SYNC DEC PiK3N �IPTM WTAz. DUPLEX WALL OUTLET _ S .sin'.J ov#*R ARCHffW' OCCUPANCY : R, DIVISION 3 DWELLING 0 DETAIL NUMBER Iwaawele CONSTRUCTION TO REMAIN DUPLEX WALL OUTLET ON SEPARATE CIRCUIT EXISTING CONSTRUC Dt SHEET NUMBER "� WILLIAM LUSHBAUGH BUILDING TYPE TYPE [ SC N ], FULLY SPRINKLERED [ ]YES [ X ] NO FOURPLEX WALL OUTLET ----= DEMOLITION DETAIL ? N d c� U.C.B.O, MARCOS GUZMAN NUMBER L9 ca a o NUMBER 830 E. BISHOP STREET 32 FALLBROOK DEDICATED FDURPLEx WALL CXanET O SECTION NUMBER a 0 O m SANTA ANA, CA, 92701 IRVINE, CA 92604 AREA OF CONSTRUCTION 10$$ EXIST. SQUARE FEET m N M cc N N .- N 22 714/285-9240 949/584-2166 488 S.F. ADDITION AREA (FIRST FLOOR) D1 SHEET NUMBER NEW CEILING HEIGHT STANDARD PARTITION 1715 °al TEL£jDATA WALL OUTLET � �. EMAIL: blushbaughGQoLCam D1 NOTE: TELEPHONE WALL OUTLET 1 ELEVATION NUMBER 841 S,F, ADDITION AREA (SECOND FLOOR) G) DATA WALL OUTLET A5 SHEET NUMBER NEW CEIUNG HEIGHT STANDARD PARTITION 1715 �� ICI] SPECIAL EQUIPMENT REQUIREMENTS AS NOTED WITH INSULATION NOTE: 1329 S.F. ADDITION AREA (TOTAL} Dt J N ENGINEERING SPECIAL 220 VOLT OUTLET FoolWINDOW NUMBER 1734 E. BANYON AVE. 2417 TOTAL NEW SQUARE FOOTAGE as NEW LOW PARTITION AT +42" A.F.F. TO _ 1716 ANAHEIM, CA, 92805 FLUSH MOUNTED FLOOR POWER OUTLET OR FURNTURE SYSTEM ,/������ NOTE: 714-319-9878 ADDRESS: 830 E. BISHOP STREET POWER FEED �! PARTITION TYPE FLUSH MOUNTED TELE/DATA OUTLET OR FURNITURE SYSTEM 1715 TELE/DATA FEED f„� SANTA ANA, A. 927 1 FURNITURE SYSTEM POWER FEED u REVISION NUMBER D1 NOTE: ELECTM 8401 CONMCTOR FURNITURE SYSTEM TELGPHQNE/DATA FEED ��?}----------� KEY NOTE NUMBER izil 171s ALL CONSTRUCTION SHAD[. COMPLY WITH THE 1997 EDITIONS OF THE UNIFORM BUILDING NOTE: MECHANICAL, PLUMBING, ELECTRICAL CODE, AND SECURITY CODES AND THE 1995 EDITION SHADED AREA INDICATES NEW/EXISTING CEILING AS NOTED ON PLAN OF THE NATIONAL ELECTRICAL CODE. INDICATES GYPSUM BOARD CEILING 1715 LEGAL DESCRIPTION: B.S. 2 X 2 SUSPENDED CEILING GRID &TILES, UPGRADE FOR SIZ£MNC ENERGY REQUIREMENT �1 NOTE: & COMPRESSION STRUTS IF REO., SEE DETAIL 3-4/01 WCHAW1715 CONM HVAC REGISTERS & LIGHT FIXTURE REMOVED OR RELOCATED NOTE:` ECM�' CT OR EXISTING 2 X 4 FLUORESCENT LIGHT FIXTURE TQ REMAIN THIS ADDITION CONFORMS TO THE REQUIREMENTS OF THE CALIFORNIA 1715 VICINITY i MAIF-F176 B.S. 2 x 4 FLUORESCENT LIGHT FIXTURE RELOCATED ENERGY COMPLIANCE STANDARDS. REFER TO ATTACHED ENERGY NOTE: B.S NEW 2 X 2 FLUORESCENT LIGHT FIXTURE, U.N.O COMPLIANCE FORMS. BUILDING EMERGENCY NIGHT LIGHT„ REFER TO ENGINEERINGWONIM:' B.S. 2 X 4 FLUORESCENT LIGHT FIXTURE MgfllWAL CCNM 'CT COWMC'T q B.S, LIGHT SWITCH ti 9 b3 B.S, ILLUMINATED EXIT SION - ON SEPARATE CIRCUIT 0 B.S, RECESSED DOWN LIGHT FIXTURE E. FIRST STREET Q BLS WALL WASHER LIGHT FIXTURE ( EXHAUST FAN ITE a A81<;EVIAipNB m "E" DENOTES EXISTING TO REMAIN G 5 4 "N" DENOTES NEW E. BISHOP N"R" DENOTES RELOCATION OF EXISTING -n * w r • • •` • M•uj • mj S m 00 0 _j LL s ry • r♦ • n Ci Mi • co STAMP REVISIONS: 1 /26/02 DESIGN REVIEW 1/17/03 BLDG DEPT CORR I 2/25/03 BLDG DEPT CORR II 5/23/03 BLDG DEPT CORR 11 7/21/00 [DATE: OB NO: 20(RAWN BY: B. L. HECKED BY: SCALE: 0mi PART 1 - GENERAL 1.01 r • A. WORK INCLUDED: PROVIDE ALL WOOD, NAILS, BOLTS, SCREWS, FRAMING, ANCHORS, AND OTHER ROUGH HARDWARE,i ALL OTHER ITEMS NEEDED FOR ROUGH ! FINISHED CARPENTRY IN THIS WORKNOT SPECIFICALLY DESCRIBED IN OTHER SECTIONS; SPECIFICATIONS.THESE 1.02 QUALITY A. STANDARDS- COMPLY NTH ALL PERTINENT CODES AND ► WITH THE STANDARDSr IN SECTIONS.THIS CONFLICTB. IN THE EVENT OF • It AND REGULAIONS AND THE REQUIREMENTSOF REFERENCE STANDARDS OR THESE SPECIFICATIONS, PROVISION OF #`E STRINGENT SHALL COVERN. `PRODUCTS 2.{ GRADESTAMPS:A. FRAMING B INDENTIFY ALL FRAMING LUMBER BY GRADETHE OF is INSPECTION GRADE,B. PLYWOOD: IDENTIFY ALL PLYWOOD AS TO SPECIES, r GLUE TYPE BY THE STAMP OF AMERICAN PLYWOOD ASSOCIATION. C. •THER: IDENTIFY ALL OTHER MATERIALS OF SEC11ON BY THE APPROPRIATE- OF LISTED IN THE REFERENCE STANDARDS,OR BY SUCH OTHER APPROVED ._#r 2.02 MATERIALS: A. ALL IALS, UNLESS THERWISE SPECIFICALLY P.-• • IN ADVANCE_ • MEET O EXCEED THE FOLLOWING: ITEM DESCRIPTION STUDS:DOUGLAS FIR NO. POSTS i BEAMS: DOUGLAS FIR, STRUCTURAL NO. ALL OTHER HORIZONTAL:DOUGLAS FIR CONSTRUCTION GRADEFRAMING MEMBERS • ALL OTHER VERTICAL: DOUGLAS FIR STANDARD OR FRAMING MEMBERS BETTER GRADE • PLYWOOD: GRADESTRUCTURAL SHEATHING: ! STRUCTURAL 1. CONFORMINGs PS 1-95 PLYCLIPS: PSC BY SIMPSON STEEL HARDWARE: ASTM A7 OF A36 (USE GALVANIZED AT EXTERIOR LOCATIONS) MACHINE BOLTS: ASTM A307, GRADE A LAG BOLTS: FED SPEC. FF-B-561 NAiLS: COMMON (EXCEPT AS NOTED), FED. SPEC. FF-N-1-1 (USE GALVANIZED AT EXTERIOR LOCATIONS) SCREWS: COMMERCIAL STANDARDS JOIST HANGERS: SiMPSON, OR EQUAL CONNECTORS: SIMPSON, OR EQUAL (USE GALVANIZED AT EXTERIOR LOCATIONS). 2.03 OTHER MATERIALS: A. MEET TO EXCEED THE FOLLOWING: BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION AS INDICATED ON THE DRAWINGS, SHALL BE NEW, SUITABLE FOR INTENDED USE, AND SUBJECT TO THE APPROVAL OF THE ARCHITECT. PART 3 - EXECUTION 3.01 CAREFULLY INSPECT THE WORK OF OTHER TRADES TO ASCERTAIN THAT ALL WORK IS COMPLETE TO THE POiNT WHERE ROUGH CARPENTRY MAY PROPERLY COMMENCE. DO NOT START WORK UNTIL ALL DISCREPENCIES HAVE BEEN RESOLVED. 3.02 WORKMANSHIP: A. ALL ROUGH CARPENTRY SHALL PRODUCE JOINTS TRUE, TIGHT, AND WELL NAILED, NTH ALL MEMBERS ASSEMBLED IN ACCORDANCEWITH DRAWINGS AND WITH ALL PERTINENT CODES AND REGULATIONS. B. SELECTION OF LUMBER PIECES: 1. CAREFULLY SELECT ALL MEMBERS. SELECT INDIVIDUAL PIECES SO THAT KNOTS AND OBVIOUS DEFECTS WILL NOT INTERFERE WITH PLACING BOLTS OR PROPER NAILING OR MAKING CONNECTIONS. 2. CUT OUT AND DISCARD ALL DEFECTS WHICH WILL RENDER A PIECE UNABLE TO SERVE ITS INTENDED FUNCTION. LUMBER MAY BE REJECTED BY THE ARCHITECT, WEATHER OR NOT IT HAS BEEN INSTALLED, FOR EXCESSIVE WARP, TWIST, BOW, CROOK, MILDEW, FUNGUS, OR MOLD AS WELL AS FOR IMPROPER CUTTING OR FITTING. C. SHIMMING: 1. DO NOT SHIM SILL, JOIST, SHORT STUDS, TRIMMERS, HEADERS, LINTELS OR OTHER FRAMING MEMBERS. 44R 4 3.03 GENERAL FRAMING: ADDITION # ALL FRAMINGOPERATING NORMAL • FABRICATION AND EREC11ON IN- DICATED ON DRAWINGS, BACKING REQUIRED •" WORK OF HORIZONTAL2. SET ALL OR SLOPED MEMBERS CROWN DUCTS,3. DO NOT NOTCH, BORE OR CUT MEMBERS FOR ! i OR OTHER SHOWNEXCEPT AS ON DRAWINGS OR AS SPECIFICALLY`• i IN ADVANCE THE ARCHITECT, B. BEARINGS: 1. MAKE ALL BEARINGS FULL UNLESS OTHERWISE INDICATED ON DRAWINGS. 2. FINISH ALL BEARING SURFACES ON STRUCTURAL MEMBERS ARE • REST SO AS TO GIVE SURE i EVEN SUPPORT. SLOPE,FRAMING MEMBERS OR NOTCH THE ENDS AS REQUIRED TO GIVE UNIFORM PARTITIONS.BEARING SURFACE. 3. DOUBLE JOIST ARE REQUIRED UNDER PARALLEL BEARING 3.05 BLOCKINGAND BRIDGING BLOCKINGA. BLOCKING : 1. INSTALL ALL REQUIRED TOSUPPORT ITEMS • r TO CUT OFF ALL CONCEALED HOR- IZONTAL, BETWEEN CEILING AND FLOOR 2. FIRE -BLOCKS, OF WOOD ►WIDTH OF OPENINGBLOCKED. 3. FIRE -BLOCK • •SPECIFIC • i A. IN ALL STUD WALLS AT CEILING ► FLOOR B. IN ALL r WALLS, INCLUDINGFURRED SPACES, ! THAT THE MAXIMUM DIMENSIONS OF • # SPACE IS NOT• - THAN r. C. ALL OTHER LOCATIONS OPENINGS • i BLOCKAFFORD PASSAGE FOR RODENTS OR FIRE. 4. . OF ! ait A. ON • RECEIVE A FINISHED WALL OR CEILING, ALIGN THE FINISH SURFACE TO VARY NOT MORE THAN 1/8- FROM THE PLANE OF SURFACES OF r AND FURRING 3.09 INSTALLATION OF PLYWOOD PLYWOODA. PLACEMENT. 1. PLACE ALL WITH FACE GRAIN PERPINDICULAR # SUPPORTS AND OVER • SUPPORTS,EXCEPT SPECIFICALLY INDICATED ON THE DRAWINGS JOINTS2. CENTER OVER •••• SHOWNUNIESS OTHERWISE SPECIFICALLY ON DRAWINGS,THE • OF PLYWOOD PANELS TO ACHIEVE A MINIMUM OF • OF • B. PROTECT ALL PLYWOOD FROM MOISTURE BY USE OF ALL REQUIRED WATERPROOF PLYWOOD HAS BEEN COVERED SUC- CEEDING! »! OF C. ROOF PLYWOOD DIAPHRAGM EXTERIORPER ► z D. i!` PLYWOOD DIAPHRAGM SHALL BE 3/4- THICK, STRU EXTERIOR . r . 3.10 FASTENING: A. BOLTING: 1. DRiLL HOLES 1/16 INCH LARGER IN DIAMETER THAN THE BOLTS BEING USED. DRILL STRAIGHT AND TRUE FROM ONE SiDE ONLY. BOLT THREADS SHALL NOT BEAR ON WOOD. USE WASHERS UNDER HEAD AND NUT WHERE BOTH BEAR ON WOOD: USE WASHER ON ALL NUTS. B. SCREWS: FOR LAG SCREWS AND WOOD SCREWS, PRE -BORE HOLES SAME DIAMETER AS ROOT OF THREAD; ENLARGE HOLES TO SHANK DIAMETER FOR LENGTH OF SHANK. SCREW, DO NOT DRIVE ALL LAG SCREWS AND WOOD SCREWS. SCHEDULE:C. NAILS: NAILING ► • ON THE DRAWING OR REQUIRED PER11NENT CODES r REGULATIONS, FOLLOWING NAILING: lt�'LOCKING # TO JOIST BEARING: BLOCKING TO JOIST OR i ONE #H BRACE TOSTUD: # INCH BRACE #. EACH STUD; BRIDGING # BUILT-UP BEAMS EIGHT INCHES ORLESS IN► ` JOISTS OR TOSUPPORT: JOISTS:MULTIPLE JOISTS! SILL OR GIRDER: ONE FURRINGUNDERSIDE OF # • INCH FURRING TO UNDERSIDE OF • STUDES TOENAILED TO PLATE: STUDS r NAILEDTOGETHER: STUDS►TOGETHER: UPPER TO LOWER: AT SPLICES: PLATE LAP AT CORNERS: TWO 10d TOE NAILED EACH SIDE • 10d TOE NAILED EACH SIDE • 8. FACED NAILED • l6d FACED NAILED t 8d TOENAILED 16d 0 12" O.C. STAGGERED • 10d TOENAILED EACH SIDE FOUR 16d FACE NAILED O.C.► • 16d TOE NAILED • 8d (1-STRAIGHT, 1-SLANTED • ► ! 1 ►. EACH SIDE », t .. 0 1V O.C.► .. 0 1Z O.C.M TWO .d FACED NAILED • 16d FACED NAILED 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE RISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (LATEST EDITION AND SUPPLEMENTS). 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION A--36 UNLESS OTHERWISE NOTED. 3. PIPE COLUMNS SHALL CONFORM TO ASTM DESIGNATION GRADE A-53 GRADE 'B' ALL STEEL TUBES SHALL CONFORM TO ASTM A-500 GRADE W. 4. ALL BOLTS SHALL CONFORM TO ASTM A-307, GRADE 'A' EXCEPT AS NOTED. 5. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STEEL FOR ARCHITECTS REVIEW BEFORE FABRICATION 6. BOLT HOLES IN STEEL SHALL BE 1/16 IN. LARGER DIAMETER THAN NOMINAL SiZE OF BOLT USED, EXCEPT AS NOTED. 7. ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE OR MASONRY OR ARE ENCASED BY BUILDING FINISH, SHALL BE LEFT UNPAINTED. 8. ALL WELDS SHALL BE MADE IN CONFORMITY WITH THE CODE FOR WELDING IN BUILDING CONSTRUCTION (AWS D1.1-96) OF THE AMERICAN WELDING SOCIETY. 9. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. 10, WELDING TESTS AND INSPECTIONS - SEE SPECIAL INSPECTION. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318 LATEST APPROVED EDITION), AND THE 'MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' (LATEST APPROVED EDITION) BY THE C.R.S.i. AND THE W.C.R.S.I. AS MODIFIED BY THE PROJECT DRAWINGS AND SPECIFICATIONS. 2. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 GRADE 60. 3. WLEDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN ELECTRODES IN CONFORMANCE WITH 'RE- COMMENDED PRACTICES FOR WELDING REINFORCING STEEL, ETC., AMERICAN WELDING SOCIETY, AWS D1.4-96 SPECIF- ICATIONS. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND A-82. LAP 2" SPACES (9" MIN.) 5. DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS SHALL CONFORM TO ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCING CONC, STRUCTURES. 6. REINFORCING SPLICES SHALL BE MADE ONLY WHERE INDICATED ON THE DRAWINGS. NO WELDING OF REINFORCEMENT. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 7. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCING, RESPECTIVELY. 8• ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN -PLACE INSPECTION IS MADE. 9. LAP REINFORCING IN CONC. 48 DIAMETER (24" MIN.) 10. WHEN REQUIRED CONT. INSPECTION OF CONC. SHALL INCLUDE INSPECTION OF INSTALLATION OF REINFORCING STEEL. 11. BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BOND. GLUE -LAMINATED BEAMS 1. GLUE LAMINATED BEAMS SHALL BE DOUGLAS FIR, COMBINATION "24F-V4" INDUSTRIAL APPEARANCE WHERE NOT EXPOSED AND ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED. 2. EXTERIOR GLUE SHALL BE USED WHERE LAMINATED BEAMS ARE EXPOSED TO THE WEATHER. 3. ALL STRUCTURAL GLUED -LAMINATED LUMBER SHALL BE INSPECTED DURING LAMINATION BY AN APPROVED INSPECTION AGENCY, PROVIDE CERTIFICATE OF INSPECTION TO THE BUILDING DEPARTMENT. 4. EACH PIECE OF STRUCTURALGLUED-LAMINATED STAMPEDSHALL BE NTH AN IDENTIFYINGAND SHALL BE ACCOMPANIED BY A CERTIFICATE OF -' • CODE.AS REQUIRED IN SEC11ON (5006-B) OF THE UNIFORM BUILDING 5. INDUSTRIAL APPEARANCE LAMINATED BEAMS MAY BE GROUP WRAPPED. ARCHITECTURAL APPEARANCE LAMINATED BEAMS SHALL BE INDIVIDUALLY WRAPPED. 6. ADEQUATE BRACING SHAH BE PROVIDED DURING ERECTION. 7. THE LAMINATED BEAMS SHALL BE FURNISHED AND DETAILED BY A LICENSED FABRICATOR, SPECIALIZING IN THIS TYPE OF WORK. 8. THE •- AND THE INSPECTION APPROVED BUILDINGDEPARTMENT PRIOR TO FABRICATION. CONCRETE GENERAL 1. ALL PHASES OF WORK PERTAINING TO THE CONCRETE 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRiOR CONSTRUCTION SHALL CONFORM TO THE 1997 UBC SECTION 1809 TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE REQUIREMENTS FOR REINFORCED CONCRETE' 318-99) NOTIFIED OF ANY DISCREPENCIES OR INCONSISTENCIES. CONCRETE SHALL BE NORMAL WEIGHT TYPE �t%l LBS. PER CUBIC FOOT) TYPE OF FOOTING: SHALLOW SPREAD FOOTING SYSTEM. MIN EMBED 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN SHALL BE 12" BELOW LOWEST ADJACENT NATURAL GRADE ON DRAWINGS. OR COMPACTED FILL. DESIGN SOIL PRESSURE SHALL CONFORM 1997 UBC TABLE 18-1-A. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 2. CONCRETE MIXES SHALL BE DESIGN BY A QUALIFIED TESTING LABATORY AND REVIEWED BY THE STRUCTURAL 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF ENGINEER' THE FOLLOWING CODE - THE 1997 EDITION OF THE UNIFORM BUILDING CODE, AND OTHER REGULATING AGENCIES WHICH 3. SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTHS HAVE AUTHORITY OVER ANY PORTION OF THE WORK, AND TYPES. NO SPECIAL INSPECTION REQUIRED. CONCRETE MIX INCLUDING THE STATE OF DIVISION OF INDUSTRIAL SHALL CONFORM TO 1997 UBC, SECTION 1905. SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. LOCATION IN STRUCTURE STRENGTH PSI TYPE SLAB ON GRADE 2500 HARD ROCK 5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING - FOUNDATIONS 2500 HARD ROCK SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPTED AS NOTED. 4. PORT LAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE I & It, SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR LOW ALKALI. NON -BEARING PARTITIONS. SIZE AND LOCATION OF ALL CONCRETE CURBS,FLOOR 5. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, ALL REQUIREMENTS AND TESTS OF ASTM C-33 AND CHAMPHORS, GROOVES, INSERTS, ETC. PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED SiZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. EXCEPT AS SHOWN. FLOOR AND ROOF AND FINISHES. 6. FORMS AND CONCRETE SHALL BE LAiD OUT AND CONSTRUCTED STAIR FRAMING AND DETAILS (EXCEPT AS SHOWN). TO PROVIDE THE SPECIFIED CAMBERS SHOWN ON THE DRAWINGS. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 7. NON SHRINK GROUT UNDER BASEPLATES, SiLL PLATES, ETC. 6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS MUST HAVE ICBO APPROVAL NUMBER. FOR THE FOLLOWING - PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND B. CONCRETE MIXING OPERATION, ETC., SHALL CONFORM TO SLAB OPENINGS, ETC. EXCEPT AS SHOWiN AS NOTED. ASTM C-94 ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS iN WALLS AND SLABS. 9. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR 614 AND PROJECT SPECIFICATION. SANDBLAST ALL CONCRETE PLUMBING FIXTURES. SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MONITOR MOUNTS. 10. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING 7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFI- BARS SHALL BE PER 1997 UBC, 1907.7.1 AS FOLLOWS: CATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO CONCRETE POURED DIRECTLY AGAINST EARTH, 3 IN. CLEAR NOT INDICATE THE METHOD OF CONSTRUCTION. THE TO REINFORCING. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO STRUCTURAL SLABS ON GRADE, 1 IN. CLEAR (TOP AND BOTTOM) PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH FORMED CONCRETE BELOW GRADE WITH EARTH BACKFiLL, 2 IN. CLEAR MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BEAMS, 2 IN. CLEAR TO FACE OF MAIN REINFORCING, EXCEPT BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION AS NOTED. EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY COLUMNS, 2 iN. CLEAR TO FACE OF VERTICAL REINFORCING, THE STRUCTURAL ENGINEER SHALL NOT INCLUDE IN - EXCEPT AS NOTED. SPECTION OF THE ABOVE ITEMS. 11. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE B. OPENINGS, POCKETS, ETC. LARGER THAN 6 INCHES SHALL INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO NOT BE PLACED iN CONCRETE SLABS, DECK BEAMS, JOISTS, PLACING CONCRETE. COLUMNS, WALLS, ETC., UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL 12. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING POCKETS, ETC., LARGER THAN 6 INCHES NOT SHOWN ON WHICH MAY CONFLICT. CORING IN CONRETE IS NOT PERMITTED THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED iN EXCEPT AS SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN STRUCTURAL MEMBERS. ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. 9. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE 13. CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED 30 OFF THE LATEST REVISIONS. PERCENT OF SLAB THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY 10. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, OPENINGS ARE PROVIDED. FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 14. PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4 IN. CHAMFER, UNLESS 11. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS. PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. 15. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE A RESILIENT TILE FINISH SHALL BE APPROVED BY THE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. TILE MANAFACTURE BEFORE USE. 16. SLUMP FOR SLAB ON GRADE SHALL NOT EXCEED 5 IN. FOR ALL CONCRETE. 17. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MIN. OF 5 DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATIFACTORY PREFORMANCE CAN BE ASSURED. rz`�►T:lol l !' 1. SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, APPROVED BY THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT, SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK. a - ALL CONCRETE WORK FOR STRENGTHS GREATER THAN 2500 P.S.I. b - ALL FIELD WIELDING (EXCEPT METAL STUDS, FURRING CHANNELS, ETC.). SHOP WELDING FOR PROCEDURES AND MULTIPLE PASS WELDS. c - MASONRY WORK WHERE NOTED ON THE DRAWINGS, AND DURING ALL HIGH LIFT GROUTING OPERATIONS. 1. THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, OR ANOTHER ENGINEER OR ARCHITECT DESIGNATED BY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN SECTION 220. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR AND THE BUILDING OFFICIAL. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORT DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RE5OVED. LWAIll r A 11CI 1. FOOTINGS ARE DESIGNED BASED ON ALLOWABLE SOIL PRESSURE OF 1000 PSF. BOTTOM OF FOOTINGS TO BE A MINIMUM OF 12" BELOW THE LOWEST ADJACENT GRADE. 2. CONTRACTOR TO PROVIDE FOR DE -WATERING OF EXCAVATIONS FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE. 3. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH BANKS, 4. EXCAVAIDN FOR FOOTINGS SHALL BE APPROVED BY THE FOUNDATION ENGINEER PRIOR TO PLACING THE CONCRETE AND REINFORCING. CONTRACTOR TO N01iFY FOUNDATION ENGINEER WHEN INSPECTION OF EXCAVATION IS READY. FOUNDATION ENGINEER TO SUBMIT LETTER OF COMPLIANCE TO THE OWNER. 5. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED, DO NOT PLACE BACKFILL BEHIND RETAING WALLS BEFORE CONCRETE HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTiL ATTATCHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS, AND INSTALLATION OF SUCH BRACING 6. FOOTINGS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN ON DRAWINGS. SHOULD SOiL ENCOUNTERED AT THESE DEPTHS NOT BE APPROVED BY THE FOUNDATION ENGINEER, FOOTING ELEVATIONS WILL BE ALTERED BY CHANGE ORDER. 7. FOOTING BACKFILL AN U11UTY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS. TO THE APPROVAL OF THE FOUNDATION ENGINEER. FLOODING WILL NOT BE PERMITTED. 8. ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTO UNDISTURBED SOILS. s' • , ujto .j i 0 to 0 t• Yf• Lo ui 0 STAMP REVISIONS: 1 /26/02 DESIGN REVIEW A 1/17/03 BLDG DEPT CORR I 2/25/03 BLDG DEPT CORR II 5/23/03 BLDG DEPT CORR III DATE: 7/21/00 JOB NO: 2004 DRAWN BY: B. L. CHECKED BY: SCALE: SHEET NO: A-1 offemiNm ��0 �°�� � N�" PLAN SITE =� SCAM VV CONSTRUCTION NOTES GENERALNOTE NOTE: "INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS." 1' AREA OF NEW CLASS ^A" ASPHALT COMPOSITION ROOF OVER NEW ROOF STRUCTURE. 2. AREA UFNEW CLASS °A" ASPHALT COMPOSITION ROOF OVER [%/3T. ROOF STRUCTURE, 3. EXIST. ROOF RIDGE LINE TYP, 4. NEW ROOF RIDGE LINE TYP, 5. LINE OF NEW ADDITION BELOW. 8. LINE OF EXISTING EXTERIOR WALL BELOW. 7. LINE OF EXIST. ROOF VALLEY 8. B0S[ BRICK FENCE BOLLARD. g. EXIST. WROUGHT IRON FENCE Lu ui z< cl LL- cc < z cl V) CL 0 IN m 0 0 co Sm L- C) x w If, co ramomm NOM DEMOLITION PLAN SCALE GENERAL NOTES: REFER TO SHEET A-0 FOR ADDITIONAL DEMOLITION NOTES, 1, DEMO EXIST. PATO SLAB. 2. LOCATION OF EXIST. ELECT. METER AND PANEL. PROVIDE TEMP. SUPPORT TO KEEP POWER SUPPLY INTACT. 3. LINE OF EXIST. ROOF STRUCTURE TO BE REMOVED. 4. DEMO EXIST. WALLS, DOORS AND WINDOWS AS SHOWN. PROVIDE TEMP. SHORING FOR EXIST. CONSTRUCTION WHERE REQUIRED. 5. EDGE OF DEMOLITION. SAWCUT EXIST. SLAB ALONG EDGE OF GARAGE WALL. 6. DEMO PORTION OF EXIST. CONC. SLAB AS SHOWN. 7. EDGE OF DEMOLITION, SAWCUT EXIST. CONC. SLAB AS SHOWN. 8. DEMO PORTTION OF PITCHED ROOF ABOVE FOR INSTALLATION OF NEW RIDGE EXTENSION. HOUSE PANEL, 9. REMOVE AND STORE EXIST. CABINETS FOR REUSE. 10. LINE OF EXIST ROOF TO REMAIN. PROVIDE TEMP, SHORING FOR EXIST. ROOF STRUCTURE WHERE REQUIRED. 11, DEMO PORTION OF EXIST. GARAGE WALL AS READ. FOR NEW DOOR OPENING. 12. EDGE OF EXIST. ROOF TO BE DEMOLISHED. ALIGN WITH ROOF RIDGE. PROVIDE TEMP. SUPPORT AS REQUIRED. 13. REMOVE: EXISTING ASPHALT COMPOSITION ROOFING AND BUILDING PAPER. In C114 FOUNDATION PLAN W-AU FOUNDATION NOTES GENERAL NOTES: REFER TO SHEET A-0 FOR ADDITIONAL DEMO AND C UC NOTES, t NEW CONC. SLAB 5" THICK ON GRADE REINF. W #4 0 14" 0, EA. WAY '1 0 OVER 2" SAND LAYERS AND 6 MIL VAPOR BARRI OVER 2- AND LAYER. OST 2, SIMPSON HOLD DOWN HD5A TYP. 0 EA. CORNER W/ U40ST PER 7/A-9. 3, SIMPSON STRAP TIE HOLD DOWN STHD8 W1 4 x 4 POST. 4. POST FOOTING: 3'—(Y' X 3'-0" X 12" DEEP. REFER TO 10/A-8. 5. CONCRETE FOOTING. 6, SHEAR WALL PER SCHEDULE: 1/2" PLYWD. STRU. I EN= 10d 0 6" O.C. FIELD= 10d 0 12" O.C. SILL & TOP PLATE ATTACHMENT 2 ROW 16d 08" O.C. STAGGERED. 7. 4 X 4 POST W/ PHD5—SDS3 9. 8. EXW.-�,-SLAB—TO -REMA(NZ 9. SIMPSON HOLD DOWN HD6A W/ 4 x 6 POST PER 7/A-9. to IN 0) As Ilk Lu UJ v E —(o 0 40 0! Rf vo tr 0') < cl z 0 z -j < < cl aV) 0 r V) 0 AV rit 00 STAMP z. '§sm REVISIONS: 1/26/02 DESIGN REVIEW 1/17/03 BLDG DEPT CORR I 2/25/03 BLDG DEPT CORR 11 5/23/03 BLDG DEPT CORR III DATE; 7/21/00 JOB NO: 2004 DRAWN BY. B. L. CHECKED BY: SCALE: SHEET NO: AA�3 GENERAL NOTES, 1. COMBINATION EXHAUST FAN / LIGHT. 2. VANITY LIGHT, 3. EXTERIOR FLOOD LIGHT 014 M01ION SENSOR. 4`J-8OX FOR CEILING FAN /UQHl 5.J-BD%FOR CEILING LIGHT. 8.WSTC 28 8,4X6 POST 9,4X4 POST WITH HD5A PER 7/A-9 10,LOCATK]N OF HARD WIRED 3#8K[ DETECTOR NTH BATTERY BACK UP, 11. O^ WOOD STUD PLUMBING WALL 12,LOCATK2N OF NEW FURNACE UNIT, 80S[ ELECTRIC WALL HEATERS TO BE REMOVED. HuAC DRAWINGS AND WORK TO BE UNDER SEPERATE PERMIT. 13,EX|3T 3'-O°X6'-8° DOOR NTH 32^ CLEAR OPENING. 14.N[VY 4'X4' CONC. LANDING 1^ BELOW HOUSE SLAB. 2'-8" X 6'-8' SOLD CORE WOOD DOOR AND FRAME NTH PASSAGE HARDWARE 2'-B" X 0'-8" SOLD CORE WOOD DOOR AND FRAME WITH PRIVACY LOCK, 2'-8" X8'-8"STEEL DOOR (WITH WINDOW) AND FRAME NTH D2ADBOLTL8CK. 2^-8^ X 0^-8"SOUD CORE WOOD 20W|N. RATED DOOR AND FRAME WITH DEADBCLTL0Ok. WINDOW SCHEDULE: ��I'-0"X4!-0" DUAL. PANE- VINYL CASEMENT WINDOW BY MILLOUARD OR EQUAL. ��2'-O~ X 4`-0^ DUAL. PANE VINYL CASEMENT WINDOW BYW|LLGUARD OR EQUAL. �j2'-0" X 1'-6^ DUAL PANE VINYL SLIDING WINDOW 8YM|LLGVARD DR EQUAL ��J^-O^ X 3'-0^ DUAL. PANE- VINYL SLIDING WINDOW BY W!LL8UARD OR EQUAL �D18'-O" X W-8^ DUAL PANE VINYL SLIDING GLASS DOOR gYM|LLGU&RD OR EQUAL. 08'-O" X 4'-0~ DUAL. PANE VINYL SLIDING WINDOW BYM|LLQUARD DR EQUAL. <:7D3'-0" X 4-O~ DUAL. PANE- VINYL SLIDING WINDOW BYM|LLQUARO OR EQUAL S4`-D= X 4-O~ DUAL PANE VINYL SLIDING WINDOW BY W|LL0UARD OR EQUAL. ��4^-O° X 4`-0" DUAL PANE' VINYL SLIDING WINDOW BYM|LLGUARD OR EQUAL. 02'-0" X 4/-0" DUAL. PANE VINYL CASEMENT WINDOW 8YW/LLQUARD OR EQUAL. �52^-0" X V-O^ DUAL. PANE VINYL CASEMENT WINDOW BYW|LLQUARD OR EQUAL 3^-0" X 2'-0^ DUAL. PANE- VINYL SLIDING WINDOW BY N|LLQUARD OR EQUAL. 2'-0" X Iy-O^ DUAL. PANE VINYL SLIDING WINDOW BYW|LLGUARD OR EQUAL. 2^-0" X 2'-0" DUAL. PANE- VINYL SLIDING WINDOW BYM|LLQUARD OR EQUAL. �52'-0" X 4/-0~ DUAL. PANE VINYL CASEMENT WINDOW 8YW|LLQUARD OR EQUAL. 02^-0^ X 4'-U" DUAL. PANE- VINYL CASEMENT WINDOW BYW|LLQUARD DR EQUAL. SECOND FL""OR NOTES GENERAL NOTES: REFER TO SHEET A-0 AND A-1 FOR ADDITIONAL AND CONSTRUO11ON NOTES 1' COMBINATION EXHAUST FAN / LIGHT. 2. VANITY LIGHT. 3.NOT USED. 4`J-B8X FOR CEILING FAN / LIGHT. 5'J-BOX FOR CEILING LIGHT. 8.MST 37 7. MSTC 28 8.4 X 4 POST W/ MD2A PER d/A-8 8.LDCATION OF HARD WIRED SMOKE DETECTOR WITH BATTERY BACK UP. 10.L0CAT0N OF 22 X 30 INCH ATTIC ACCESS WITH W|W. 30^ HEADROOM. 11. LOCATION VF8" N0 STUD PLUMBING WALL SCAU 1/4'=11-^o* REFER TO SHEET A-0 FOR ADDITIONAL CONSTRUCTION NOTES. (B) 2'-8"X$'-O SOLID CORE WOOD DOOR AND FRAME WITH PRIVACY LOCK. (B) 2'-8^ X 6'-8' SOLID CORE WOOD DOOR AND FRAME WITH PRIVACY LOCK. () 2'-8^ X 6'-8^ SOLD CORE WOOD DOOR AND FRAME WITH PASSAGE HARDWARE. 2'-15~ X 8`-8" SOLID CORE WOOD DOOR AND FRAME WITH PRIVACY LOCK, �82'-8° X 6'-8" SOLID CORE W00Q DOOR AND FRAME WITH PRIVACY LOCK. 2'-8^ X 6^-8^ S0UCLCORE 00UO DOOR AND FRAME WITH PASSAGE HARDWARE. 2'-6^ X 6'-8~ SOLID CORE WOOD DOOR AND FRAME WITH PRIVACY LOCK. DATE: 7/21/00 - - - - - - - - - - - - -- - - - - - - - - - - - - --- - - - - - - - - - - F---1 F - - - - - - - - - - - - - - ---- - II II II I1 it II II fJ 3I II It 11 II — — — — — — — — — — — — — — — — — — -- — — — — - r - — — — — — — --- — — — — — — 71 SCAU 1/4"-1'-O" A i Al SEC.e`OND FLOOR FRAMINC3 NOTEOZ3 GENERAL NOTES: REFER TO SHEET A-0 AND A-1 FOR ADDIT10NAL CONSTRUCTION NOTES. 1. 4 x 4 POST, 2. LINE OF NEW FIRST FLOOR WALLS BELOW, 3. OPENING FOR STAIRWELL, 4. 2- 2 X 6 CEILING JOIST. 5. 2 X 12 FLOOR JOIST & 12" O.C. WITH 3/4" T & G PLYWD, GLUED AND NAILED TO JOIST, 6. 5 1/8 X 18 GLB. (24F-V4) 7. LINE OF EXIST. FIRST FLOOR WALLS BELOW. & 5 1/8 X 15 01-13. (24F-V4) 9. 2 X 6 CEILING JOIST & 16" O.C. 10.4X6 POSE )A 4 NEW 2X CEILING' JOIST 0 16" O.C. 0% V- EXIST. CLG, JOIST TO REMAIN 4-10d @ 18" LAP SPLICE EXIST. STUD WALL TO REMAIN II II II II II it II II II II II 11 II II II II II II II II II 8d 6" 12d 0 12" O.C:-\ STAG@GERECD.C, I SHEATHING SHEATHING NEW 2X R. R.—/ \—EXIST. 2X R, R. "OECTION ROOF FRAMING NOTES p JI GENERAL NOTES: REFER TO SHEET A-0 FOR ADDITIONAL DEMO AND CONSTRUCTION NOTES, 1. NEW 2 X 8 RIDGE BOARD. 2. AREA OF NEW ROOF STRUCTURE AT LOWER LEVEL. MATCH EXIST ROOF PITCH. 3. NEW4X4 POST. 4. 2X8 LEDGER CONT. TYP. BELOW. -------------- I /I Il -1 kAJIM -1 if A Tl 11A t- REFER TO 121/1-10 FOR CONTINUATION OF THIS DETAIL �SECYION 55555 • rw • STAMP sir REVISIONS: EVISIONS: 11 /26/02 DESIGN REVIEW 1/17/03 BLDG DEPT CORR I 2/25/03 BLDG DEPT CORR If REVIEW CORR CORR F,S/23/03 BLDG DEPT CORR III DATE: 7/21/00 JOB NO: 200.4 DRAWN BY. S. L. CHECKED BY. SCALE: SHEET NO: AL A 0 UKM NEY4 STUCCO FINISH TO MATCH EXIST. NOTE: PROVIDE REOUIRM ATTIC. VENTELATION AREA FOR ATTIC, o 1/150 SF. INSTALL 4-1-0104 PROFILE SHINGLE VENTS VV'70 50. IN. NET FREE VENT AIRMA EA. FOR 5M R-106E AND 5M VENT AREA AT EAVES. 0 A NEVI STUC40 FINISH TO MATCH EXIST-. EXIST. GARAGE STRUOTURE A 50-r*j SCAl i/ir-11-40 EXIST HOUSE STRIXOTLRE SCAl pzill m U i"I'lo J T4p• EXIST. OARA&E 5TFWCTUFM ROOF VENT. SEE NOTE SCVTH ELEVATION NEN CLASS "A" ASPHALT COMPOSITION ROOF Ic lktt--#Al o- I A U A U A deg=-1 A I -r EXIST. foLlSE STRUCOTLRE WEST ELEVATION NEA CLAW "A" ASPHALT COMP051TION ROOF NEN STUCCO FINISH TO MATCH EXIST. NEW GLASS "A" ASPHALT COMPOSITION ROOF NEN STUCCO FINISH TO MATCH EXIST. NEK CLASS "A" ASPHALT COMPOSITION ROOF OVER EXIST. ROOF STRUCTURE EXIST. 6ARA6E STRUCTURE r �. SCALE 11W.11-0* EXIST. HOUSE STRIXTURE E 0 CID c*4 (7) 0 0 1 0 < Z o U- LU :3 0 z 5; E 0 T- 0 to 0 Of (n 00 U) I < U• 0) 0- ui 0 z (Y z • LU z < z cl < n U) N m 00 STAMP REVISIONS: 1/26/02 DESIGN REVIEW 1/17/03 BLDG DEPT CORR I 2/25/03 BLDG DEFT CORR 11 5/23/03 BLDG DEFT CORR III RE VISIONS: VISIONS' 1 /26/0 1 /1 7/0 2/25/0 5/23/0 DATE: DATE: 7/21/00 JOB NO: 2004 DRAWN BY: B. L. D J A 0 T B E* NO: 7 DRAWN 13 2 2 0 Y_ CHECKED BY: SCALE: SHEET NO: A 1 /2" PLYWOOD BN=8d @ 6" O.C. 8d @ 6" O.C. 2-16d EA. R.R. • 2x8 FASCIA' JOIST CONT. 3x BLKG CONT: SIMPSON H2.5A — 2'— 8" O.C. E.N. A-35 @ 12"O.C. 2x ROOF RAFTER 2x CEILING JOIST @ 16" ©.C.. WHERE APPLICABLE 4-16d MIN. 2-2X4 TOP PLATES 1 /2" PLYWD SHEATHING 2 x 4 STUDS AT 16" 1 /2" PLYWOO SHEATHING 2 x R. R.@ 16 SIMPSON LU HANGER TYP. nr.i— 0-3 ";b 6" O.C. RIDGE �RD 'A30@ 0" 0. C. 2— 5/8" DIA. THRU rBOLTS W/ BEVEL WASHER J i �— 2x 10 RIDGE BD PLAID 10 RIDGE BD. T W/ COL CAP � M 4 6-MIL \/APO _ BARRIER —III=11I— + a M 4 4 2-#4 CONT. TOP AND BOTTOM #4 VERT. @ 14" O.G. 5" GONG. 5LA5 REINFORCED AITH #4 REBAR5 @ 14" O.G. EA. AAY ON 2" SAND LEVELING BED ON 6 MIL. POLYVINYL VAPER BARRIER ON 2" SAND LEVELING BED 1/2" GROUT 3 X 4 PRE55URE TREATED 51 LL PLATE A/ 5/8" DIA. X 1'-4" LONG A.B. IN GONG. @ 4'-0" O.G. (5EE 5HEAR 5GHED) AND 12" FROM ENDS HOLD PLATE 1/2" FROM 5LAB. U5E 2 1/211X2 1/2"XI/4" • --- E.N. AA5HER5 TYP. FIN. GRADE FASCIA DETAIL ,,,���� 1 RIDGE DETAIL „r`,��`: 2 RIDGE/ HIP DTL Vz�c,=�12AI FOOTING SECTION��� Q. r XNo"LA w 14Im Ralf A-7 axa � naMn a . n wavwe Gam' >s 121 n 2 X a ROR APT"NO AT! 20 0 r� s x + cw.m Jd! + w• cry. myr MAL rai6 VATS 14111. Tau WA-1 1" rJCToom twit. OOM WA4 2)64 Up FLAIM Y.r. mcnown vv" im�eR ltfA-1 t+w�ar 0 w• oc. 9 X 61xtACM AT Rr *Ad; - MASTER MASTER BEDROOM � BATHROOM .-� � oac► WN 202 MAWR JOTW s wD.A. de w oA m " t!M 2)42 rLftR J0W + w" oA 9*v9w ttxm wtlom TT't! w"0vim Ma A-7 I tTrw ©m. ca+ana mm To Pmmw 1p� oil am& mm RArTleaes+ w• or % ten �4 t+IOMlR trTeont RtD1i0 e►t. itl"2* mim jow +w'oA tw. am 10" O f4K#m EXISTING i'�AiOTt Ttt.Al1 �rabmm mr CP IMP" 011169 r j DBL. CONT. TOP PL. SEE PLANS —� STUD WALL W/ 2X4 WOOD STUDS @ 16" O.C. 5/8" THK. DRYWALL W/ 6d COOLER @ 7" O.C. TYP. ALL EDGES 2X OR 3X P.T. SILL PL. W/ 5/8"X1'-4" LONG ANCHOR BOLTS @ 48" 0. C. STUCCO 1 /4"0 FURRING WAD WALL CONSTRUCTION 14 GA. NAIL @ 4" O.C. AT TOP PLATE LATH PER 1997 U.B.C. 1 /4"0 FURRING WAD INSULATION AS REQUIRED STUCCO SEE ARCH'L 15# MIN. FELT. PAPER 11 GA. NAILS @ 6" O.C. TYP. PLYWOOD WHERE OCCURS -PROVIDE 11 GA.x 1 1 /2" FURRING NAILS @ 4" O.C. AT SILL PL. 6w1>t i ,J • r • • r , 1 • ii a • M f i • • f f rr • STAMP REVISIONS: 1 /26/02 DESIGN REVIEW 1/17/03 BLDG DEPT CORR I 2/25/03 BLDG DEPT CORK 11 5/23/03 BLDG DEPT CORR 111 F DATE: 7/21/00 JOB NO: 2004 DRAWN BY: B. L. CHECKED BY: SCALE: SHEET NO: A-7 CONTINUOUS PANEL EDCE JOINTS RAFTERS OR JOISTS FIELD (INTERMEDIATE PERIMETER BOUNDARY BEARING) o NAILING (8N) EDGE OF PLYWOOD A N A o SHEETS - EDGE N AA7UN0 (EN) PLYWOOD PS 1-85 STRUCT L TYP SEE PLAN FOR 2'-0' INtCKNESS MIN. WIDTH 7JX4 FLAT 8tX G 0 EDGE JOINTS OF PLYWOOD SHEATHING (ONLY WHERE GILLED FOR ON ROOF PLAN) SEE DETAIL A BELOW. NOTES. (ONLY WHERE CALLED FOR ON ROOF PLAN) I. RUN LONG DIMENSION OF PLYWOOD SHEETS ACROSS 7. FRAMING AT ADJOINING PANEL EDGES SHAD. BE 3' NOMINAL (PERP90CULAR TO) RAFTERS OR WIDER AND NAILS SHALL BE STAGGD?ED WHERE SPACED Z STAGGER END JOINTS 2'-O" MIN. AS SHOWN. J" OR LESS ON -CENTER. J. NAtUNG.• SEE ROOF PLAN (USE NAILING BELOW 8. HEAD OF NAILS SHALL NOT BREAK 70P LAYER OF PLYWOOD. UNLESS NOTED OTHERWISE) Q MIN. SIZE PER PLYWOOD SHEET SHALL BE 2'--O' x 4'--01. AN = 10d M 6" OC ® ROOF BOUNDARY, 10; 2x SOLID BLOCKING MAY BE SUBSTITUTED AS CROSS BRIDGING. PLATE LINES, CHORDS, 77ES AND AS CALLED FOR ON DRAW AM EN = 10d M 6' OC - ALL BE4RING ENDS AND EDGES OF EACH PLYWOOD SHEET. FIELD - 10d M 12' OC 0 ROOF - 10d ® 10' OC & FLOOR ALL INTERIOR BEARING. 4. NAILS SHALL HAVE A MIN. 3/8' EDGE DISTANCE AT 2x FRAMING MIN 1112` EDGE INSTANCE AT 3x OR WIDER FRAMING. 5 WHERE RAFTER LAP SPLICE OCURS AND PLYWOOD END JOINTS ARE OFFSET - SEE DETAIL B BELOW. 6. ALL JOISTS AND RAFTERS SHALL BE LAID OUT IN A 4'-0' MODULE TO COINCIDE W/ PLYWOOD PATTERN. EDGE NAILING EDGE NAILING �—JX4 FIAT BLK'G V2LJOOCK W/ 2-10d TOE NAILS OR 6' OC 7' CUPS EACH END BEYOND M RAFTER SPLICE DETAILJTN NAILING DTL. �_ SCALE: 1/2"=1'-O" Jx JOIST DEPTH 12" MIN,,3x JOIST DEPTH TO SUPPORT MAX. TO SUPPORT MAX. DEPTH OF NOTCH V10 JOIST JOIST MAX. DEPTH (MAX.) Ap- 16GA. STRAP WITH 16 EACH END TYP. DRILL STARTER HOLES SAME D!A AS NOTCH DEPTH NOTES: 1. NO OTHER NOTCHES IN JOIST ARE ALLOWED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 2. NO NOTCH OR HOLE PARALLEL THE DEPTH OF THE JOIST. 3. NOTCH SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN PER CBC 2J20A,&.3. JOIST NOTCH (ELEVATION) (W) MAX ^ 12" MIN. -DRILL HOLE ® CENTER LINE ------= A`. 1/8" THKX3'X4" TIMES "W" W/ (4) 6d EA. END NOTES.• 1. NO OTHER NOTCHES LARGER THAN 1 j2" ALLOWED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 2. THIS DETAIL IS NOT TO BE USED AT SHEAR WALLS WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. JOIST NOTCH (PLAN VIEW, 24"LONG BLOCKING ® 4 •-O" H 3-16d EA. STUD WAL'. 16d ® 12' EA SIDE STUD WAL PLAN AT PARTITION SHEAR PANEL PER PLAN, TYP 24"LONG BLOCKING 0 4'-0" w 3--16d EA. STUD WALL 16d @ 12" FA SIDE STUD WALL WHERE SILL PLATE IS DRILLED OR NOTCHED MORE THAN 1/3 THE PLATE WIDTH, INSTALL ON BOLT EACH SIDE OF NOTCH `— FOR ANCHOR BOLT SIZE AND SPACING SEE PLANS, DETAILS AND GENERAL NOTES NOTE - MIN END DISTANCE = 5" JOIST NOTCHES BOLT PLACEMENT b NOTES: 1. BORING OF MORE THAN TWO 607 MAX STUD — SUCCESSIVE DOUBLE STUDS WIDTH BORE IS NOT PERMITTED 2 "0 MAX AT 2x4 STUDS 2. NOTCHING AND BORING IS 3 1/4 "0 MAX NOT TO OCCUR IN THE SAME AT 2x6 STUDS STUD SECTION. J. THIS DETAIL IS NOT TO BE DOUBLE STUDS USED AT SHEAR WALLS WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 60Y MAX STUD WIDTH BORE 2'"0 MAX AT 2x4 STUDS WIDTH OF STUD MAX. 3 1/4 "0 MAX AT TYP ALL STUDS 2x6 STUDS 5/8" MIN EDGE 40% MAX NOTCH DISTANCE TYP 1 3/8" MAX AT 2x4 STUDS ALL STUDS 2 1/8" MAX AT 2x6 STUDS NON —BEARING STUDS 409 MAX STUD WIDTH BORE 1 3/8"0 MAX AT 2x4 WIDTH OF STUD MAX. STUDS, 2 1/8"0 MAX AT TYP ALL STUDS 2x6 STUDS 5/8" MIN EDGE 251w. MAX NOTCH DISTANCE TYP 718" MAX AT 2x4 STUDS ALL STUDS 1 3/8" MAX AT 2x6 STUDS 0 1CA /-) onIAICN CA CA(-E- nC- ni A=- "UD NOTCHES ,;,'`�;—{ 3 TOP PL SPLICEti SCALE: 1/2„-1,_O„ V I !b" BEAM PER PLAN 4VT I 1 114" VE`RT V0017 1005T SLOTTED HOLE ° °SEEFLANAll F" 4q E a 0 0 a---- to t3 ° Q GOL." FOrIaTIN& 0 0 I Q� POST PER PLAN SIMPSON "ECC" ° ° © Z c" OR QEEC 4 a I ©. low o POST CAP SEE LL .0 FRAMING PLAN �j J I'Inn A PLAN BEAM PER PLAN SPLICE WHERE OCCURS 0 ��..--+►-� VYUC�T3 POS C�oL. $,+SSE �= to SEE PLAN SIN� G$Q44-' 05= 0 to 1 114" VERT REI Y N SLOTTED HOLE SEE PLAIN 06.4 d- a . 0 ao Gi #i I! N �.. I e :tv to °41 Ie0) 6 MIL POST PER PLAN SIMPSQN CC BARRIER -i I- ! i�� I I i� 1- fii POST CAP SEE FRAMING PLAN 4- #4 EA. WAY B SEE PLAN A SECTION 2x BLOC 2x FLAT 16d TYP W/ PLATE WASHER PER SCHED. H JOIST < c-'I w Q JOIST cn �, rco TYP DBL JOIST HANGER OR HEADER HANGER 16d 0 12" OC STAGGERED .,Sc� C) ROOF OPENING mm SILL PLATE GROUT WHERE REQ'D WALL FOOTING DETAIL WOOD STUDS Q 16" OC 2x SILL W/ 0.170 SHANK DIA, & "RAMSET" POWER DRIVEN ANCHOR (ICBO# 1639) OR EQUAL @ 2,_B" W/ 1 1/2 " MIN PENETRA TION DEPRESSED SLAB WHERE OCCURS S`ilr-;�, I $ STUD WALL ON SLAB TYP JOIST OR HEADER HANGER SCALE: HEADER BEAM PER SCHEDULE 2-2x CONT TOP PLATES SEE ZZ—FOR DETAIL LOCK'G SIMPSON A35 OR TYP 5 2x 8 MID-HEIGHT8'-O' MAX UNO .}I LL rcfc NOTE 3 ANCHOR BOLT SEE NOTE 5 2x STUDS 0 OPNG 3'-O" OR LESS 2-2xSTUDS 0 OPNG 3`-O" TO 6'-O' —16d NAILS, 1 PER POINT OF HDR SPAN, MIN 16d WINDOW WINDOW OPENING SHOWN DOOR OPENING SIMILAR STUDS 0 16' OC 10d 0 12" OC 3x SILL PLATE - P.T. END OF WALL OR CORNER " MIN 9 ` MAX A Alk STUDS " OC LL W/ � x 14" IT 4'-0" DEPRESSED SLAB WHERE OCCURS SCALE: it HEADER SCHEDULE d SPAN # 1 SPAN # 2 3 1 j2" 4'-0" OR LESS 3'-0" OR LESS 5 1 /2" 4'-0" TO 7'-0" 3'-0" TO 5'-0" 7 1/4' 7'-0" TO 10'-0" 5'-0" TO 7'-0" 9 1/4" 10'-0" TO 13'-0" 7'-0" TO 10'-0" 11 1/4" 13'-0" TO 16'-0" 10'-0" TO 14'-0" NOTES• 1. SPAN i1 SUPPORTS ROOF ONLY. SPAN 12 SUPPORTS ROOF AND FLOOR OR FLOOR ONLY. 2. WIDTH OF HEADER SAME AS SUPPORTING STUDS 3, 2-2x PLATES UNLESS OPENING IS 3'-O" IN WDTH OR LESS, IN WIDTH USE 1-2x Pt USE 2-10d TOE NAIL EACH SIDE OF PLATE 4. SEE NAILING SCHEDULE FOR ALL OTHER NAILING CONDITIONS. 5. USE 2x SILL Pt W/ 518.0 ANCHOR BOLTS x 14' LG 0 4'-0' OC TYP UNO. 6. FOR. METAL, s-rKAr ArZOtAr4 O f 5NirJ,* 50"TI4 WAL4,,., SEE i5TAfL.. IA- q . SCALE: 12 ui• ilr 0 Lu zcl rl 1 0 Li •• REVISIONS: 1 /26/02 DESIGN REVIEW 1/17/03 BLDG DEPT CORR I 2/25/03 BLDG DEPT CORR II 5/23/03 BLDG DEPT CORR III n� L� Zk F 1/00 04 B. L. : SHEET NO: A�8 4x END POST SEE PLAN 2x STUDS - C� 16" OC SILL BOLT CONT SILL PL 1 /2" GROUT CONC FTG CORNER POST PT'P DI AAl HOLDIDOWN DTL. �p�E SHEATHING 16GAR RESISTAA BRIDGING 1/2 =Y—o 2xJ BRIDGING W/ 2-8d TOE NAIL ,— RAFTER L'A 'F LENGTH 10d VD. NAIL FROM ND BOT. (DO JAIL FROM SIDE) MAXIMUM SPACING OF BRIDGING FOR LOWER END OF CROSS BRIDGING ALL JOISTS MORE THAN 8" IN DEPTH @ ROOF SHALL BE NAILED AFTER SHT'G AND 4" IN DEPTH @ FLOOR HAS BEEN NAILED FLOOR JOISTS 8'-0" O.C. ROOF JOISTS 8'-0" O.C. FULL HT. STUD W% BEAM OR HEADER EXTEND INTO WALL, SIMPSON "A35" 0 TOP FOR FULL DEPTH AND BOTTOM OF WALL 2-16d EACH SIDE 16d @ 12" OC POST SAME WIDTH OF BEAM AND DEPTH TO MATCH STUD U.N.O. c SIMPSON 'A35" SILL PLATE EA SIDE 4 d 4 v a' GROUT CONC FOUNDATION 2x TRIMMER STI MIN. POST PER SCHEDULE U.NX ON PLANS. SE SHTG BN SHTG VODD sxFARWlPER PLAN BN NAILING (L:N.) PER PLAN 0 HOLDOWN POST rr 'SON HOLDOWN PLAN FOR SIZE PLATE " DRYPACK M.B. ANCHOR r PLW SHE"ALL EDULE 12 HEAVY HEX NUT BEAM PER PLAN HOLDOWN SCHEDULE HOLDOWN POST BOLTS "HB" MIN. POST SIZE HOLDOWN ANCHOR 0 CONCRETE EMBED "A` ALTERNATE HOLDOWN SIMPSON ANCHOR 0 A" HD2A 2 - 5/8" 5 1/2" 46 #1 5/8" 9" SSTB20 5/8" 30" HDSA 2 - 3/4" 6 1/4" 46 #1 3/4" 11" SST824 5/8" 36, HD6A 2 - 7/8" 7 1/8" 4x6 #1 7/8" 12" SSTB28 7/8" 42" HDBA 3 - 7/8" 7 1/8" 6x6 #1 7/8" 15" SSTB28 7/8" 42" •► AM .► ! �► .. REINFORCED CONCRETE T'c (psi) 0 28 DAYS REINf REINFORCEMENT SIZE LOCATION #3 #4 #5 #6 #7 #8 #9 #10 #11 TOP 22 29 36 43 63 72 81 91 101 3000 OTHER 17 22 28 33 48 55 62 70 78 TOP 19 25 31 37 54 62 70 79 87 4000 OTHER 15 19 24 29 1 42 1 48 1 54 61 67 REINFORCEMENT CLASS "B" LAP SPLICES (LENGTHS IN INCHES} REINFORCED CONCRETE 2 (psi) � z6 DAYS REINF REINFORCEMENT SIZE #3 #4 15 #6 #7 #8 #9 #10 #11 LOCATION TOP 29 38 47 56 82 94 106 119 132 3000 OTHER 22 29 37 43 63 72 81 91 102 TOP 24 33 40 49 71 81 91 102 113 4000 OTHER 19 25 31 37 54 1 62 70 79 87 • A .► .. i i WASHER SCHEDULE BOLT SIZE STEEL WASHERS MALLEABLE IRON WASHERS ROUND SQUARE ROUND 1 /2" 2 1 /2" x 1 /4" 2 1 /2" x 1 /4" 2 1/8" x 1 /4" 5/8" 2 1 /2" x 1 /4" 2 1 /2" x 1 /4" 2 1 /4" x 5/16" 3/4" 3" x 1 /4" 3" x 5/16" 3" x 7/16" 7/8" 3 1 /4" x 3/16" 3 1 /2" x 3/8" 3 1/8" x 5/16" 1 „ 4" x 5/8" 4" x 7/ 16" 4" x 1 /2" NOTES: 1. WASHERS SHALL BE USED UNDER ALL NUTS & BOLT HEADS BEARING ON WOOD. 2. WASHERS INDICATED IN SCHEDULE ABOVE SHALL BE USED IN THE FOLLOWING LOCATIONS: a) ANCHOR BOLT CONNECTIONS b) WOOD TO STEEL CONNECTIONS c) BOLTS IN TENSION J. USE STANDARD CUT WASHERS AT ALL OTHER LOCATIONS. SCALE: • H E D. 12„4_0'" SIMPSOA STRAP 7 CORNER TOP REINFORCING IS HORIZONTAL REINFORCEMENT THAT HAS MORE THAN TWELVE INCHES OF CONCRETE PLACED BELOW IT, USE WELDED SPLICE OR 00 •® MAIN BAR MECHANICAL CONNECTOR O• IF THE LAP SPLICE REINFORCEMENT DOES NOT • • SPLICE BAR HAVE A MINIMUM SPACING 3db + 1/8 INCHES AND A MINIMUM COVER OF 3db + 1/8 db + 1/8 INCHES MIN. WELDED MO MECHMICAi SP.�. WELDED, SPLICE (DIRECT BUTT SPLICES —FULL PENETRATION) WELDS SHALL HAVE THE ABILITY TO DEVELOP 125 PERCENT OF THE YIELD STRENGTH FOR THE SPLICED REINFORCEMENT (75 KSI) WELDED REBAR SHALL BE ASTM A706. MECHANICCONNECTORS MECHANICAL CONNECTORS SHALL BE TENSION —COMPRESSION TYPE WITH THE ABILITY TO DEVELOP 125 PERCENT OF THE YIELD STRENGTH FOR THE SPLICED REINFORCEMENT (75 KSI). ALSO, MECHANICAL CONNECTORS SHALL HAVE AND BE INSTALLED PER AN EVALUATION REPORT FROM ICBO EVALUATION SERVICE, INC. REINFORCEMENT DEVELOPMENT LENGTH AND SPLICE TABU (GRADE 60 EXCEPT AS NOTED) SCALE: H J lea =l-oN 5 TOP PLATES HEADER SEE PLAN & SCHEDULE A-6 F • SILL PLATES 4x HOLDOWN ---\ STUD TYP UNO DOUBLE BLKG TYP AT HOLDOWN SOLE PLATE JOIST OR BLOCKING HOLDOWN, --- BOLTS & THREADED ROD PER SCHEDULE DOUBLE TOP PLATES BN PLYWOOD --� 0 HOLDOWN POST, TYP STUDS • OPENING WHERE OCCURS BN PLYWOOD @ N.D. C� L LJ m V) �1 I W w v1 G� Lil • z m C.i N I LAJ Ll 1 Lo BOLTS 2x BLKG TYP 2x BLK TYP EN SIMPSON 'A35F" AT EA BLOCK SIMPSON "A35" 2- 2x PLATES AT EA BLOCK FOR SPLICE SEE DETAIL 6 2- 2x PLATES A_8 FOR SPLICE SEE DETAIL PLYWOOD WHERE OCCUR MAY BE ON BOTH SIDES A-B DETAIL SEE PLAN D.TAIL 3-16d TOE NAIL EA JOIST TO 3x BN HANGER PER SHTGPLAN SEE DETAIL 6 3x CONT --'' `— EN SIMPSON 'A35" PLYWOOD WHERE AT 16" OC OCCURS. MAY BE ON BOTH SIDES 2-2x PLATES SEE PLAN FOR SPLIC SEE DETAIL A-B l'tDETAIL e� FLOOR WALL END WHERE OCCURS SCALE: HOLDOWN DTL. ,_n 1/a �1 0 3 8" MIN E GE 8 STUD PER PLAN TYP PLYWOOD SHEATHING IS ORIENTED HORIZONTALLY U.N.O. REFER TO SHEARWALL SCHEDULE FOR PLYWD THICKNESS AND NAILING WOOD POST AS REQUIRED SEE PLANS FOR SIZE AND LOCATION F.N. 3x BLOCKING @ ALL PANEL EDGES U.N.O. 3x P. T. SILL PLATE ANCHOR BOLTS — SEE E.N. 0 SILL PLATE SHEARWALL SCHEDULE 12 (STAGGER) FOR SIZE & SPACING — 3x STUDS PANEL 4, & SEE WASHER SCHEDULE EDGES, 4'-0" O.C., TYP MIN 3 FOR A.B. WASHER SIZE HOLDOWN AND ANCHOR TYP PER DETAIL (WHERE REQUIRED) SCALE: � SCALE: SHEARWALL ELEV, 1/2•-r-0• vz -r o^ 9 SHTG 112"x 12" PLYWOOD PER PLAN BNA W/ 4-lOd EA END awm M� �*- U\ I : 2x BLKG TYP EN SIMPSON 'A35" AT EA BLOCK rENSPLICE 2-2x PLATES FOR SPLICE SEE D WHERE OCCURS DETAIL ON BOTH SIDES N A-8 DETAIL SHTG PER PLAN A35 ---�'' 2 - 2x TOP PLATES FOR SPLI SEE DETAIL fj A-8 4X 10 RIDGE BD. 2- 5/8" DIA, THRU BOL IS 4X HIP BEAM + + + + SIMPSON CC44 + + 4-SDS3 2- 5/8" DIA. X 1 /4" DIA. THRU BOLTS 4X4 POST SIMPSON CB44 + I + + + + SEE 7/A-8 + SHEAR WALL SCHEDULE MARK SHEAR WALL MATERIAL NAILING SILL BOLT SILL & TOP PLATE FRAMING ATTACHMENT ATTACHMENT (SN) ATTACHMENT 112" PLYWOOD STRUCT 1 10d 0 6- D.C. E.N. 3/4"0 A.B. 16d 0 8" 0.C. A35 0 12" Q.C. 1 ALLOW=340 10d @ 12 O.C. F.N. 0 4 _oo O.C. STAGGERED B 112" PLYWOOD STRUCT 1 10d 0 4" O.C. E.N. 3/4 "0 A.B. " 2'-0 O.C. 16d 0 6" O.C. ,+ A35 0 10 Q.C. ALLOW=510 10d 0 12" O.C, F.N. U.N. ON PLAN STAGGERED 3x BLKG TYP @ 4' 0" BN OC (2) JOIST SPACES EA SIDE OF WALL `- EN PLYWOOD WHERE OCCURS MAY BE ON BOTH SIDES SEE PLAN DETAIL =m 4X 12 BEAM 2X BLKG CONT. CLG. JOIST 2X @ 1610.C. 4X4 POST INSIDE WALL NOTES: 1. ALL PANEL EDGES SHALL BE BLOCKED. PLYWOOD PANELS SHALL BE INSTALLED HORIZONTALLY WITH FACE GRAIN PERPENDICULAR TO STUDS. 2, SPACE NAILS 12" O.C. ALONG INTERMEDIATE ERWING MEMBERS. 3, FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE 10d NAILS PENETRATING 4. FRAMING MORE THAN 1 518" ARE SPACED 4" OR LESS ON CENTER. 5. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS 6. FRAMING SHALL BE 3" NOMINAL OR WIDER AND NAILS ON EACH SIDE SHALL BE STAGGERED. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 4" OR LESS ON CENTER. 7. PLYWOOD NAIL EDGE DISTANCE SHALL BE 318" AT 2x FRAMING AND 1 j2" AT 3x OR WIDER FRAMING 8. ALL NAILS TO BE COMMON NAILS NAIL HEADS MUST NOT DAMAGE OUTER PLY OF SHEATING. 9. SHEAR WALL EDGE NAILS SHALL BE APPLIED TO HOLDOWN POSTS AT EACH END OF THE WALL AND TO THE TOP MOST TOP PLATE AND BOTTOM MOST SOLE PLATE. 10. MINIMUM SIZE OF ANY PLYWOOD SHEET SHALL BE 2'-O" x 4'-O" 11. PLYWOOD SHEATHING SHALL BE 5 PLY C-C GRADE, Al 32116. PLY ww. D. SHEAR WSCHED. ALL SCALE:12 1 I i « 'q i ii � • • i j •r • N REVISIONS: 1 /26/02 DESIGN REVIEW 1/17/03 BLDG DEPT CORR I LZ� 2/25/03 BLDG DEPT CORR Ii 5/23/03 BLDG DEPT CORR III Zk DATE: 7/21/00 JOB NO: 2004 DRAWN BY: B. L. CHECKED BY: SCALE: SHEET NO: A�9 ci BUT 2 X 4 STLO WALL 2 X 12 LAVINS MWINSP 016,04. 0 16, O.C. SLOCKIN& YV 16dS Rm, TO SacZINP FLOOR a, O.G. FRAMING PLAN FOR OPENING FRAMINS 0 4 X 12 W.N4 2X4STUV KALL ON 2X4 P.T. SIH PL SIX.410 PLOOR 11 MMINS OVER 1/2 NOSING "EEO ON & MIL. POLYVINYL VAPER 13ARRIM DOAEL5 X 51-0"14" O.C. TYP. SKOND FL.+W-00 I- E 0 0 s" CoON0. SLAB REINFOIRCED AITH #4 (D 0 alle rLym &.Lw AM 14" O.Co. E. A. ON 2" SAND LEVELINS 'EXIST. EXIST. CON0. SLAB 0 BED ON 6 MIL. POLYVINYL VAPER 5ARRIER 8 NAILED TO Sm ON 2"SAND LEVELIN& BED z cp SIW.X* "HUI w 3 o 0 LL -c < -j > < Lu C-) n < mm Lj LAUNDRY RM. z E 4 TTV :c > < CC I � ri6ff 0 0 2X6 =WR W (4) -I&IS KALL MYOW PER STUD co m u) 2X4 1P.TD.F. ?V #4 VE.-RT. 0 SHOT PINS * 160 O.G. to LL. 0) NOTE: INSTALL 2 LAYERS NEM FLOM SLA15 C4 m SYP. W. UNDIM EXPOSW #4 WNT. 12"MIN.%[ a. STAjRs Typ. / FIRRST IFLOOR +09-.00 #4 CONT. TOP AND BOTTOM 77771 TOP AND BOTTOM 2 X 14 STAIR STRINISM WAININS OEM Mom A#V 0 16* O.G. MIN. F 20 F.TDr-. YV AP71K NOTWINS 6* SHOT PINS 0 16" O.C. STAIR SECTION SCALE: 4 SECTION THRU ��CI�,T. SLAB SCALE: 10 1 Odb A-35 0 12"O.C. 2x ROOF RAFTER PIK 77; 1 511 WN0.9LA5 REINFORCM Y41TH #4 REBAI 0 1/2" PLYWOOD SILL NAIL PER SCHED. 'ELIN& o 14" O.C. E. A. ON 2" SAND LEV 2X SOLE PLATE BN=8d @ 4" O.C.-� EED ON 6 MIL. POLYVINYL VAPER BARRIEF z < 2X4 STUDS @ J14 - PL YWD. SH TG. ON 211 SAND LEVELIN6 $W z BN=8d @ 4" O.C. w ry 16 0. C. GLUED & NAILED 0 SPANDRE BEAM COLUMN if TO JOIST TYP. 2-16d MIL. POLYVINYL VAPER ]BARRIER It I , URRU STIRRU EA. R. R. < db DIAMETER OF BAR EN 1/20 PREMOLD JOINT FILLER 0 < BN 2x CEILING JOIST CoONCo. PAVEMENT ui z 6 MIN. 2X BLKNG 2x8 FASCIA SEE PLANY. < Na CONT. (STOP FLOOR JOIST JOIST CONT. Q A BAR OFFSET JOIST PENETRATION) 2X12 @ 16" D.C. 4-10d MIN. < < v + + 3x BLKG CONT. 4 < < n + + A35 @ 12" O.C. SIMPSON H2.5A 2-2X4 TOP PLATE 0 2'-8" O.C. E.N. AL-L- 1/2" PLYWD SHEATHING < V) 2X JOIST 1/2" PLYWD SHTG BN 2 x 4 STUDS AT 16" Fn N Li WHERE OCCURS 2 2x4 TOP PLATES LOW ROOF vi -T 2XBLKNG EN SEE DETAIL 61A-8 FOR PLATE SPLICE D 0 Ad IIIN L6d 4d OR 11% v , < 2 1P2 MIN. 1/2" PLYWD SIMPSON H2.5 6 SHEATHING (STOP 2x8 RIDGE BOARD--,-'- D = 1 1/2' FOR #3 D = 6d FOR 13 TO 18 PLY.WD @ JOIST TO MATCH (E) ROOF 4- 1 Od @ EA. END D = 2- FOR 14 D = 8d FOR #9 TO 111 @ EA. END OF RIDGE BD 244 CZINT. D = 2 1/2- FOR #5 D = 24d FOR 014 TO #18 PENETRATION) 2X4 STUDS @ TOP AND BOTTOM 16" 0, C. 2X POST BELOW RIDGE BE #4 \/ERT. o SEE FU�N HOOKS & BEND BAR HOOKS & BENDS 2X8 SLOPED LEDGER SEE 4/A-9 SIM. FOR STIRRUPS CONT. W/ 2-16d NAILS 161, 141, MIN. @ EA. STUD SCALE: SCALE: SCALE: SCALE: STAMP REBAR BENDS 1/2"=r-O" 2 FLOOR JOIST 1/2"-Y-Ov 5 SECTION 8 SECTION 0 ��������G NOTES. 1. BORING OF MORE THAN TWO -5/6* TYPE "X* ISYP. 5QED L607.MAX STUDSUCCESSIVE DOUBLE STUDSSmWW. 5L.Aa REINIFFAIT14 04 RMARS WIDTH BORE IS NOT PERMITTED o 140 O.G. EA MAY ON 20 SAND LEVELINS NO 2"0 MAX SED ON 6 MIL POLYVINYL VAPER SAIRMER. R& 867 AT 2x4 STUDS 2. NOTCHING AND BORING IS 3 114"0 MAX NOT TO OCCUR IN THE SAME 1/2* SR(Wr AT 2x6 STUDS STUD SECTION. SILL NAIL PER SCHED. 2 X 4 FRES%ft TREATED SILL PLATE op C J. THIS DETAIL IS NOT TO BE 2X SOLE PLATE TYP DBL JOIST HANGER I0V 5/6" VIA. X V-4" LONG (EMEW 49 DOUBLE STUDS USED AT SHEAR WALLS WITHOUT 2X4 S TUDS @ 2X FULL DEPTH BLKNG OR HEADER HANGER AS. IN 00Wo. 0 52' D.G. (SM SWEAR SC4W) THE PRIOR APPROVAL OF THE 16" O.C. 0 3 BAYS 0 4'-0" O.C. AND 12" f`R0M ENDS HOLD PLATE 1/2* STRUCTURAL ENGINEER. PI;t0M 51-Aa. M 2 1/2*)(2 1/2"XI/4* REVISIONS: EN J14 - PL YWD. SH TC. INA%4M TYP. 1/26/02 DESIGN REVIEW 607. MAX STUD WIDTH BORE GLUED & NA IL ED DBL JOIST OR HEADER 1/17/03 BLDG DEPT CORR I 2"0 MAX AT 2x4 STUDS WIDTH OF STUD MAX. BN .... TO JOIST TYP. :D -----C-XIST. 2 X 4570 WAIL TO REMAIN 3 114-0 MAX AT TYP ALL STUDS > JOIST x 2x6 STUDS < -A 0 2X BLKNG CONT. OPE G 4 4" 5/23/03 BLDG DEPT CORR Ill 518- MIN EDGE 40% MAX NOTCH o JOIST TYP JOIST OR HEADER -- n 9 DISTANCE TYP I J18- MAX AT 2x4 STUDS HANGER ALL STUDS 2 118- MAX AT 2x6 STUDS EN + + I— T1 I NON -BEARING STUDS 4— \-2X12 FLOOR JOIST 01 16" O.C. m —SIMPSON ST 9 1/2" PLYWD 244 6CW. SHEATHING —H 2.5 @ EA. BLK T 4 0 40YS MAX STUD WIDTH BORE #4 DOV411-3.5 \T---eAsT. FooTiNs 1 J18"O MAX AT 2x4 WIDTH OF STUD MAX. 2 - 2x4 TOP PLATES 16d @ 12 " OC DATE: 7/21 /00 STUDS, 2 118-0 MAX AT TYP ALL STUDS SEE DETAIL 61A-8 FOR PLATE SPLICE STAGGERED o 14" O.Co. TO REMAIN 2x6 STUDS 2X4 STUDS @ #4 VMtT. 0 GRILL 4 EPDXY V0y4EL JOB NO: 2004 16" O.C. 14" 04. SEE PLAN 518 - MIN EDGE 257. MAX NOTCH & I DRAWN BY: B. L. DISTANCE TYP 718- MAX AT 2x4 STUDS CHECKED BY: ALL STUDS 1 J18- MAX AT 2x6 STUDS lk SCALE: EXTERIOR AND BEARING STUDS a I SHEET NO: v STUD NOT Hil.�S SCALE: FLOOR ���ST SCALE: 6 ���i ���I��I��� SCALE: E C T. 0 GARAGE SCALE: A�10 1/2"=T-O" 1/2"-T-0" 1/2"-f-W CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Pale 1 of 3) _ CF-1R �itl--I I Lib r-7 mark lZer1twkE ADQ=44 Project Title Date Isw 42"TA A4A. 45A. ProjectA.ddress Handing595A Permit ft entation Author Teloph0v Plan Cho&/ Date FieldCheck/Dot* tornifiance Method (Package or Computer) Climate Zone WoMmultAgeney Use My GENERAL INFORMATION Total Conditioned Floor Area ft2 Average Ceiling Height: ft ft Conditioned Slab Floor Area Building Type: KAUggIN—amily Addition (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: 0 — North / South East West / All Orientations, Number of Stories 1z (input finer orientation in dogroes from True North and circle one) Number ofDwelling Floor Construction Type: aiscd Floor (circle one or both) RADIANT BARRIER (rm9red in 21JMM zones 2.4. 8,15) Requited for this submittal, yes ---Po BULDING ENVELOPE 1N3ULATION Component Type Frame Type wd - wood sit = steel Cavity Insulation R-Value Sheathing Insulation R-Value Total R- Value' Assimabl U­F.Wr� Location/Comments (attic, garage, typical, W.) Wall Ilp wall Roof Roof ! -Floor Floor Slab Edge WUlA4q aEM5DUTI Shading Devices Compliance Forms August 2001 A-2 ... ..... . £ti. ................. ..... ........ .... ..... ...... .. .. ... .. ... ...... ....... . .. ... ....... ...... ....... . ...... --------------- A MANDATORY MEASURES CHEC!g�IS=T: RESIDENTIAL (page 2!L& MF-IR Note* Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance apprewb used. train marked with on asterisk (1) may be superseded by more: stringent compliance roquireaterds listed an the Certificate of Compliance. When this checklist is incorporaW into the permit documents, the features; noted shall be considered by all parties as tommoom component performance specifications for the mandatory measures wbotitcr they are shown visewbere in ft documents or on this checklist only. Insiniefions. Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing Sydow Measures: (continued) §150(m): Ductosad Faus 1, All dam andploosteminstal14 wdedandinsidded tomeatherequimnam ofthe 1998 CMC Sections 601, 603,(04,odUNilud6.3,du;wiutdmdtoo n*ftmmhsta&dleMofR.4,2oro*scdenfimlyin Opoobess shall be sealed A most1c, tote, aerosol sesdam, or mhadu"osure systare ftwommtbespomWeteqWm=tsofULISI,UL181&orfJLISIB. Ifeansfic orupois used to sew openings greaterdum 114in* ducombiriatimofoaxatic and aideormesh or Veshallbe use& Builifiv cavides shall notice useconveyLq conditioned sipJoints and stem *(duct systems and their components shall sent be sealedwitb cloth back rubber adhesive duct tepee unless such tape loused in combination with mastic and drawbands. I "ding covities, support platforms for air handlM and plenums defined or construcuoi with mateials other than sealed shod mcud, door board or flexible duct shall not be used for conveying conditioned air. Building cavities and support planfonnsi may contain ducts. Ducts installed in cmitJos and support plaftran shot not be compressed to come reductions in the crowsectional mea of the ducts. 3. Joints and scasm of duet system and then components sball not be Posted with cloth back tubber adhesive dad tapes unless such tape is used in combination with mastic and drawbands. 4, Exhaust fen system have back draft or automatio dempars. 5. Gravity ventilating systems serving conditioned space have either awomi or readily accessibk, unny operated dampers. Ix 6. Protection of rasulatin. Insulation shalt be protoetod fmm demagc, including that do to sunlight. moistim% equipment maintemme, and wind but M learned to the following: insulation exposed to weather WA be suitable for outdoor sorwice, e.g.. protected by almomma. dim mataL painted canvak or platic, cover. Cellular foam insulation shall be protected as above or painted with a coating that is water rotardsol and evides slooldinst (tour solar ruhatson that can cause kgradstion of the material, 11 lk Pool and Spa Heating systems and Equipment 1. system is cartified with 78% thermal officiancy, mioff swits:14 weatherproof operating instructions, no A,/,,A electric resistance beetles and no pilot IW 23ystem is installed with; At Itsat 36" ofitilso between filtor and boater kr fietum solar beating, b cover for outdomprob; oroutdoor spos. 3. Pool system has directional inlets sad a circulation pump time switch, §115: Gas fired central throacox, pool boaters, " heaters or household cookies appliances have no, buntLaspileAlisk &ception; Non-vleveriost oo*kin2!gg1MMwfth pact< 150DW/hr) 41 IS M: Cool Roof material med spedw abatis 4K Lighting M"sures- §150(k)J.: Luendralres for Sencral lightireii in kitchens shall have lamp with an officacy, of`40 hurom/wan or preatar for gowullisletinsin lefthens. 71eh soncral lighting Shan be controlled by a switch on a readity AL //A W Wishtin control pawl at an entrance to the kitchen, Ct" IR NUE4�1:R . . .. ... . . .. .... ... .. . A_ Af �v it STAMP FREVISIONS: 1/26/02 DESIGN REVIEW 1/17/03 BLDG DEPT CORR 2/25/0 BLDG DEPT CORR OO04 DAN B: B. CEKD B: SAEHEO NMNONW FREVISIONS: 1/26/02 DESIGN REVIEW 1/17/03 BLDG DEPT CORR 2/25/0 BLDG DEPT CORR