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HomeMy WebLinkAbout10148477.pdf%I . y 00 *m UJI CL W CL w (D 0 .- .1 z Lij W LIJ *- > 'C4. REVISION il;jk .__ a POLICEDATE 4c VZ C4 OWN* CONSULTANTS S H mET INDEX W STRUCTURAL. ENGINEER: C COVER SHEET •• �'�" ESI/FME, INC. z 1800 E. 16th STREET GN GENERAL NOTES .. N SANTA ANA, CA 9270 {7 1 4} 835�28OD Ai A SITE PLAN �' PROJECT DATA In CONSTRUCTION DOCUMENTS �a — A2mO FIRST & SECOND FLOOR ASwBUILT PLAN `} all" A2.1 FIRST & SECOND FLOOR DEMOLITION PLAN � w 2 � i £ l F _,.., OWNER R / CONTRACTOR A2.2 FIRST & SECOND F LOOR PLAN� r ORANGE HOUSING & DEVELOPMENT CORP.,,� 3 .�.�.�..�� �. CHAPM►N AVE. A." PARTIAL. FOUNDATION & w`RA►M11 PLANS ORANGE, CA 92888; (714) 771 �-1439 A3w0 SECTION EXTERIOR ELEVATION'' a V G 0 a c� � ': a Jj j v�_.r �.� �� ....� � �f ,.�s j s- w �s t f S1 1 S �� J F ufl- 10, t ?� r DATE Ado.. r SCALE NOTED w DRAWN i . i. Fill J� No. 'SFr �;i► { :. Eo: •:.: , ,,:r, .. .. —.._ .. �, ., 3` $ gym �'�lla� S iJ�.t%AJ CcG/ SHEET �h ECEVE 4 t� �r�, . y if f t � a �^^71 ^ € f Santa Ana p THIS IS A BUILDERS SET OF DRAWINGS PREPARED TO A LEVEL OF COMPLETION SATISFACTORY FOR BUILDING PERMIT PURPOSES AT THE TIME OF THEIR PREPARATION AND FOR CONSTRUCTION BY A KNOWLEDGABLE AND EXPERIENCED BUILDER FAMILIAR WITH THIS TYPE OF WORK. SUCH DOCUMENTS WILL REQUIRE PREPARATION- OF SUPPLEMENTAL DETAILS, PRODUCT SPECIFICATIONS AND ELABORATION AND INTERPRETATION BY EXPERIENCED CONTRACTORS, SUB -CONTRACTORS AND OWNERS INDEPENDENT CONSULTANTS. CONTENTS: DIVISION NO. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. TITLE GENERAL REQUIREMENTS SITE WORK CONCRETE MASONRY METALS WOOD & PLASTIC THERMAL & MOISTURE PROTECTION DOORS & WINDOWS FINISHES SPECIALITIES EQUIPMENT FURNISHINGS SPECIAL CONSRUCTION CONVEYING EQUIPMENT MECHANICAL ELECTRICAL DIVISION 1 - GENERAL REQUIREMENTS 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: A. APPLICABLE EDITION OF THE U.B.C., U.P.C., U.M.C., & N.E.C. S. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB CONTRACTOR. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 3. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY BY CONTRACTOR SHOULD ANY DISCREPANCY OR OTHER QUESTION ARISE PERTAINING TO THE WORKING DRAWINGS. 4. APPROVAL BY THE INSPECTOR SHOULD NOT BE CONSTRUED AS COMPLIANCE WITH THE PLANS. ANY DESIGN WHICH IS UNCLEAR OR AMBIGUOUS MUST BE REFERRED TO THE BUILDER AND ARCHITECT FOR INTERPRETATION OR CLARIFICATION. 5. ALL PRODUCTS AND MATERIALS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. ANY CONFLICT OR DISCREPANCY BETWEEN THE PLANS AND THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. THE PRODUCT OR MATERIAL INSTALLER SUB CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFICATION OF THE ABOVE INFORMATION. DIVISION 2 - SITE WORK (SEE CIVIL ENGINEERING DRAWINGS & NOTES) 1. ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. DIVISION 3 - CONCRETE 1. CONCRETE SHALL CONFORM TO THE U.B.C. CHAPTER 19 AND ALL APPLICABLE LOCAL CODES, ORDINANCES AND REQUIREMENTS. 2. REFER TO STROCTURAL ENGINEERS GENERAL` NOTES FOR ADDITIONAL REQUIREMENTS. 3. REFER TO FOUNDATION SLAB AND FOOTING REQUIREMENTS AND STATED IN THE SOILS REPORT PRIOR TO COMMENCING WORK. 4. SILL BOLTING: A. INTERIOR NON -BEARING WALLS: APPROVED SHOT PINS WITH CADMIUM WASHERS AT 3'-0" O.C. MAXIMUM a" DIA. X 3") 6" FROM END OF PLATE. B. EXTERIOR NON -BEARING WALLS: 5f8"DIA. X 10" ANCHOR BOLTS 6'--0" O.C. MAXIMUM 12" FROM CORNERS AND DOORS UNLESS OTHERWISE INDICATED ON PLANS. BOLTS SHALL EXTEND A MAXIMUM OF 5" INTO FOOTING ON A 2 POUR SYSTEM. C. INTERIOR BEARING WALLS: APPROVED SHOT PINS WITH CADMIUM WASHERS AT 2'--0" O.C. MAXIMUM (}" DIA. X 3") 6" FROM END OF PLATE UNLESS OTHERWISE INDICATED ON PLANS. 5. ELECTRICAL GROUND: EXTENDED ONE REINFORCING BAR UP 18" ABOVE CONCRETE AT ELECTRICAL PANEL LOCATION. MINIMUM LENGTH OF GROUND TO BE 20' - 0". S. CEMENT CONTRACTOR SHALL ASSURE HIMSELF THAT FOUNDATION PLANS CONFORM TO FLOOR PLANS BEFORE COMMENCING WORK. ALL FORM WORK SHALL CONFORM EXACTLY TO PLAN DIMENSIONS. VERIFY LOCATION OF ALL SPECIAL TIE DOWNS AND ANCHOR BOLTS AS INDICATED ON PLANS. 7. TRENCHES FOR FOOTINGS SHALL BE CLEANED BEFORE CONCRETE IS POURED. AN IMAGINARY LINE FROM THE BOTTOM CORNER OF ANY FOOTING EXTENDING DOWNWARD AT A 45 DEGREE ANGLE TO THE HORIZONTAL SHALL NOT INTERSECT ANY EXCAVATION FOR GAS, SEWER OR DRAINAGE PURPOSES. B. REFER TO CIVIL ENGINEERS PRECISE GRADING PLANS FOR LOCATION OF DEEPENED FOOTING. DIVISION 4 - MAS014RY 1. ALL MASONRY VENEER AND ITS APPLICATION SHALL CONFORM TO THE REQUIREMENTS OF USC SECTION 1403 AND THE MANUFACTURES RECOMENDATIONS FOR INSTALLATION. SEE PLANS FOR SPECIFIC TYPE AND LOCATION. DIVISION 5 - METALS 1. STRUCTURAL STEEL AND MISCELLANEOUS METALS SHALL CONFORM TO ASTM A-36. 2. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. DIVISION 6 - WOOD & PLASTICS 1. WOOD SHALL CONFORM TO U.B.C. CHAPTER 23 AND ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REQUIREMENTS. 2. REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL INFORMATION. 3. FRAMING CONTRACTOR WILL CONFIRM WORK TO BE DONE IN AREAS NOT SHOWN ON PLANS PRIOR TO SIGNING CONTRACT. ATTENTION IS CALLED TO DIVISION 1 - GENERAL REQUIREMENTS, NOTE 2. 4. ALL LUMBER SHALL BE PER STRUCTURAL GENERAL NOTES. 5. FRAMING SHALL BE DONE IN A WORKMANLIKE MANNER BY SKILLED MECHANICS: A. ALL NAILING SHALL CONFORM TO U.B.C. TABLE 23-1-0. EXTERIOR MAILS TO BE GALVANIZED. B. FOR SHEAR WALL NAILING SEE STRUCTURAL NOTES AND PLANS. C. WALL FRAMING SHALL BE PER STRUCTURAL NOTES AND BORING PER U.B.C. 2326.11.0. D. PROVIDE DOUBLE TRIMMER EACH SIDE OF OPENINGS 4'-0" WIDE OR GREATER. E. WOOD LOCATED NEARER THAN 6 INCHES TO EARTH SHALL BE TREATED WOOD OR WOOD W% NATURAL RESISTANCE TO DECAY AS DEFINED IN U.B.C. SECTION 2302.1 WHEN LOCATED ON CONCRETE SLABS THAT REST ON GRADE THE WOOD SHALL BE LOCATED ON CONCRETE HAVING A MINIMUM THICKNESS OF 3 INCHES WITH AN IMPERVIOUS MEMBRANE INSTALLED BETWEEN CONCRETE AND EARTH. F. PROVIDE FIRE STOPPING IN STUD SPACES AT ALL FLOOR AND CEILING LEVELS AND STUD SPACES OVER 10 FEET IN HEIGHT PER U.B.C. SECTION 708. G. PROVIDE CROSS VENTILATION AT ATTIC AND ENCLOSE RAFTER JOISTS SPACES EQUAL TO !k OF AREA TO BE VENTILATED OR sia PROVIDED THAT 50% OF THE REQUIRED VENTILATION AREA IS PROVIDED BY STANDARD WALL OR ROOF VENTILATORS LOCATED WITHIN THE UPPER ONE THIRD OF THE ROOF. COVER OPENINGS WITH J" G.I. MESH PER U.B.C. SECTION 1505.3. H. PROVIDE 2X BLOCKING FOR TOWEL BARS, PAPER AND GLASS HOLDERS, AND SOAP DISHES AS REQUIRED. PROVIDE 2X BLOCKING FOR CABINETS AND HANDRAILS. DIVISION T - THERMAL MOISTURE PROTECTION 1. ALL SHEET METAL TO BE MIN. 26 GA. GALVANIZED IRON UNLESS OTHERWISE NOTED. 2. FLASH AND COUNTER FLASH AT ALL ROOF TO WALL CONDITIONS PER ROOFING MANUFACTURERS INSTRUCTIONS. 3. G.I. FLASH AND CAULK BEAMS AND OUT LOOKERS PROJECTING FROM EXTERIOR WALLS OR ROOF SURFACES. 4. FLASH AND COUNTER FLASH EXTERIOR OPENINGS EXPOSED TO THE WEATHER IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. 5. PROVIDE MINIMUM 26 GA. GALVANIZED IRON VALLEY FLASHING OVER ONE LAYER OF MINIMUM 15# FELT PER U.B.C. SECTION 1508. THE CENTER OF ANY FLASHING FOR THROUGH ROOF VENTS AND ALL ELECTRICAL SERVICE CONNECTIONS SHALL BE AT LEAST 12" FROM ANY VALLEY FLASHING.7. ROOFING: ROOFING CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DRAINAGE OF ALL ROOFS. ROOFING NAILS SHALL BE GALVANIZED. 6. FIREPLACES: FLASH AND COUNTER FLASH ALL SIDES OF CHIMNEY TO ROOF WITH 26 GA. GALVANIZED IRON AND INSTALL 26 GA. G.E. SADDLE WHERE ROOF PITCHES TO CHIMNEY. 7. EXTEND VENT PIPES TO CLEAR ROOFING MATERIAL PER U.M.C.. VERIFY FLASHING CONDITIONS AT ALL VENTS PRIOR TO FABRICATION. 8. ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING. SUCH BARRIER SHALL BE EQUAL TO THAT PROVIDED FOR IN U.B.C. STANDARD NO.14-1 FOR KRAFT WATERPROOF BUILDING PAPER OR FOR ASPHALT SATURATED RAG FELT AS LISTED IN U.B.C. CHAPTER 35, PART 11. BUILDING PAPER AND FELT SHALL BE FREE FROM HOLES AND BREAKS OTHER THAN THOSE CREATED BY FASTENERS AND CONSTRUCTION SYSTEM DUE TO ATTACHING OF THE BUILDING PAPER AND SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR PAPER SHALL BE APPLIED WEATHER BOARD FASHION. LAPPED NOT LESS THAN 2 INCHES AT HORIZONTAL JOINTS AND NOT LESS THAN 6" AT VERTICAL JOINTS. DIVISION 6 - DOORS & WINDOWS 1. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE HEAD, JAMB AND SILL DETAILS WITH: INSTALLATION SPECIFICATIONS THAT ARE SPECIFIC TO THIS PROJECT. OWNER SHALL REVIEW AND APPROVE DETAILS PRIOR TO INSTALLATION. 2. GLAZING PER FEDERAL SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS (16 CFR 1202). A. CATEGORY 1 PRODUCTS, GLAZING WITH NO SINGLE PIECE GREATER THAN 9 S.F. 1. STORM OR COMBINATION DOORS 2. DOORS 3. GLAZED PANELS B. CATEGORY 11 PRODUCTS, GLAZING WITH NO SINGLE PIECE GREATER THAN 9 S.F. 1. STORM OR COMBINATION DOORS 2. DOORS 3. GLAZED PANELS 4. ALL BATH AND SHOWER DOORS AND ENCLOSURES 5. ALL SLIDING GLASS DOORS C. GLAZING MATERIALS CERTIFIED AS COMPLYING WITH 16CFR 1202CAT. MAY BE USED ONLY IN CATEGORY I PRODUCTS. GLAZING MATERIALS CERTIFIED AS COMPLYING WITH 16 CFR 1202 CAT. 11 MAY BE USED IN EITHER CATEGORY I OR It PRODUCTS. a m DIVISION 8 - DOORS & WINDOWS (CONT.) 3. ALL GLASS AND GLAZING EXEMPTED FROM FEDERAL SAFETY STANDARD 16CFR 1201 SHALL COMPLY WITH U.B.C. TABLES FOR GLAZING IN CHAPTER 24 AND MUST BE LABELED SAFETY GLAZING SUITABLE FOR USE IN AREAS SUBJECT TO IMPACT. 4. GLAZING SHALL COMPLY WITH U.B.C. CHAPTER 24 REQUIREMENTS REGARDING IDENTIFICATION, AREA LIMITATIONS, GLAZING SUPPORT, SAFETY GLAZING AND HINGED SHOWER DOORS. 5. SAFETY GLAZING IS REQUIRED AT HAZARDOUS LOCATIONS AS DEFINED IN U.B.C. SECTION 2406.4.. GLASS TO BE ETCHED & MARKED. 6. SAFETY GLAZING IS REQUIRED AT TUB AND SHOWER ENCLOSURES. 7. ALL ESCAPE AND RESCUE WINDOWS FROM SLEEPING ROOMS BELOW THE FOURTH FLOOR SHALL HAVE A MINIMUM NET CLEAR OPENING WIDTH OF 5.7 S.F. HEIGHT DIMENSION SHALL BE MIN. 24 INCHES. THE MIN. NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES WHERE WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE FLOOR. WINDOW MANUFACTURERS AND WINDOW INSTALLERS SHALL VERIFY THAT THESE REQUIREMENTS ARE MET. B. ALL MANUFACTURED WINDOWS AND SLIDING DOORS SHALL MEET THE AIR INFILTRATION STANDARDS OF THE AMERICAN NATIONAL STANDARDS INSTITUTES LATEST EDITION AND SHALL BE CERTIFIED AND LABELED. 9. FENESTRATION WITH 'U' VALVE LOWER THAN DEFAULT VALVE MUST HAVE A PERMANENT LABEL. OTHER FENESTRATION MUST HAVE A FACTORY REMOVABLE LABEL. CONTRACTOR SHALL PROVIDE A BLANK CERTIFICATE OF INSTALLATION AND CERTIFICATE OF INSULATION WITH CALCS FOR FIELD USE AT JOB SITE. 10. PROVIDE PRIVACY LOCKS AT MASTER BEDROOMS. 11. ALL KEY LOCKED DOORS SHALL BE KEYED ALIKE. 12. GARAGE DOOR SPRINGS SHALL COMPLY WITH CALIFORNIA TITLE 24 REQUIREMENTS AND SHALL BE LABELED. 13. SPECIAL CARE SHALL BE TAKEN AT THE SITE TO INSURE WINDOW SEALS AT MULLIONS AND MULLED WINDOWS ARE NOT DAMAGED. ROUGH HANDLING OR IMPROPER STORAGE OF WINDOWS MAY CAUSE SUCH DAMAGE. DIVISION 9 - FINISHES 1. DRYWALL: DRYWALL NAILING SHALL BE PER U.B.C. CHAPTER 25. 2. STUCCO: ALL STUCCO SHALL CONFORM TO U.B.C. CHAPTER 25. 3. PAINTING: ALL APPLICATION OF PAINT OR OTHER COATING SHALL BE IN A WORKMAN LIKE MANNER AND IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. A. ALL SURFACES TO BE FINISHED SHALL BE CLEANED AND FREE OF FOREIGN MATTER (I.E. DIRT, GREASE, ASPHALT, RUST, ETC.) B. KNOTS AND RESINOUS WOOD REQUIRING PAINT SHALL BE SEALED WITH A PREPARED KNOT SEALER OR ALUMINUM PAINT PRIOR TO PRIMING. C. ANY NAIL HOLES AND CRACKS SHALL BE FILLED WITH PUTTY. 0. EXPOSED GALVANIZED SHEET METAL SHALL BE PAINTED. PREPRINT WHEN ADJACENT TO OR WITHIN INTEGRAL PLASTER SURFACES. E. PAINTER SHALL PROVIDE WEATHER SEAL CAULKING AT ALL APPLICABLE LOCATIONS PER INDUSTRY STANDARDS. DIVISION 10 - SPECIAL TIE' 1. FACTORY BUILT METAL FIREPLACES SHALL BE LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH T14E TERMS OF THEIR LISTINGS AND THE MANUFACTURERS PRINTED INSTRUCTIONS AS PER U.B.C. SECTION 3102.5 AND ANY OTHER APPLICABLE BUILDING OR MECHANICAL CODES. DIVISION i i - EQUIPMENT 1. VERIFY ALL DIMENSIONS SHOWN ON THE PLANS BY TAKING FIELD MEASUREMENTS. PROPER FIT AND ATTACHMENT OF ALL PARTS IS REQUIRED. DIVISION 13 - FURNISHINGS NOT INCLUDED IN THESE NOTES DIVISION 13 - SPECIAL CONSTRUCTION 1. SECURITY GENERAL NOTES: A. DOOR STOPS OF IN -SWINGING DOORS SHALL BE OF ONE PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB. S. ALL PIN -TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON - REMOVABLE HINGE PINS. IN ADDITION, THEY SHALL HAVE A MINIMUM J" DIAMETER STEEL JAMB STUD WITH I" MIN. PROJECTION UNLESS THE HINGE PINS ARE REMOVED. C. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR PROJECTING DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NOT LESS THAN 2-j" IN LENGTH. D. DEAD BOLTS SHALL CONTAIN HARDENED INSERTS. E. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" AND EMBEDMENT OF NOT LESS THAN I". F. A HOOK SHAPED OR AN EXPANDING LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF j". G. WOOD FLUSH TYPE DOORS SHALL BE 1-j" THICK MIN. WITH SOLID CORE CONSTRUCTION. H. HOLLOW CORE DOORS OR DOORS LESS THAN 1-r" IN. THICKNESS SHALL BE COVERED ON THE INSIDE FACE WITH 16 GAUGE SHEET METAL ATTACHED WITH SCREWS AT 6" ON CENTER AROUND THE PERIMETER OR EQUAL. 2. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. 3. SLIDING GLASS DOORS AND WINDOWS SHALL BE EQUIPPED WITH LOCKING DEVICES. 4. SLIDING DOORS AND WINDOWS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION, 5. OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES. DIVISION 14 - CONVEYING SYSTEMS NOT INCLUDED IN THESE NOTES DIVISION 15 - MECHANICAL 1. TUBS AND SHOWERS SHALL HAVE SOLID CONNECTION ON WASTE OVERFLOW AND TRAP NO ACCESS PANEL REQUIRED PER U.P.C. SECTION 904 (B). 2. PROVIDE A PERMANENT TYPE BACK FLOW PR€VENTER AT ALL HOSE BIBS PER U.P.C. SECTION 1003 (1). 3. VENT DRYER TO OUTSIDE AIR PER MANUFACTURERS APPROVED SPECIFICATIONS. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL SIZE AND LOCATION OF THE DRYER VENT AND SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS. 4. FINAL LOCATION OF WATER HEATER VENT TO BE THE SOLE RESPONSIBILITY OF THE PLUMBING CONTRACTOR AND SHALL BE IN COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 5. F.A.U. COMPARTMENTS SHALL BE 13" WIDER THAN THE F.A.U. WITH A MINIMUM 3" CLEARANCE AT SIDES, BACK AND TOP AND 6" IN FRONT. CIRCULATING AIR SUPPLY OPENINGS AND DUCTS SHALL BE MINIMUM 200 SQUARE INCHES OR MINIMUM 2 SQUARE INCHES PER 1000 BTU, BUT BY NEED NOT EXCEED THE SIZE OF THE CIRCULATING AIR SUPPLY OPENING OF THE F.A.U. COMBUSTION AIR SUPPLY DUCTS SHALL BE A MINIMUM OF 20D SQUARE INCHES OR MINIMUM 2 SQUARE INCHES PER 1000 BTU WITHIN THE PER UPPER 12" OF THE COMPARTMENT AND NOT MORE THAN 12" ABOVE THE BASE OF THE F.A.U. SEPARATE DUCTS TO OUTSIDE AIR OR VENTILATED ATTIC SPACE TERMINATING 6" ABOVE THE CEILING JOIST SHALL BE USED FOR THE UPPER AND LOWER COMBUSTION AIR SUPPLY. 6. PROVIDE A PRESSURE - TEMPERATURE RELIEF VALVE FOR WATER HEATERS WITH A GRAVITY DRAIN TO THE OUTSIDE TERMINATING 6" ABOVE GRADE POINTING DOWN. PROVIDE COMBUSTION AIR TO WATER HEATER COMPARTMENTS IN ACCORDANCE WITH THE REQUIREMENTS IN NOTE 5 ABOVE. EXCEPT MINIMUM 1 SQUARE INCH PER 1000 BTU AND 100 SQUARE INCH MINIMUM. 7. F.A.U.'S OR WATER HEATERS INSTALLED IN GARAGES SHALL BE ON MINIMUM 18" PLATFORMS. PROVIDE LATERAL SWISMIC STRAPS AT WATER HEATER. 8. EXHAUST FAN AT BATHROOMS OR LAUNDRY AREAS, WHEN REQUIRED, SHALL PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR, 9. ALL EXHAUST FAN SYSTEMS SHALL BE PROVIDED WITH BACK DRAFT DAMPERS INCLUDING RANGE AND HOOD EXHAUST FANS. 10. DUCTS PENETRATING HOUSE TO GARAGE WALL SHALL BE IN COMPLIANCE THE U.B.C. AND U.M.C. REQUIREMENTS AND SHALL BE 26 GAUGE MINIMUM. 11. TOILETS TO BE LOW FLUSH WITH 1.6 GALS/FLUSH., HSC 17921.3 (8). 12. WATER HEATER TO HAVE DRAIN PAN AND LINE TO OUTSIDE PER U.P.C. CHAPTER 5. WATER HEATER TO BE STRAPPED AT TOP AND BOTTOM WITH i -j" X 1.6 GA STRAP WITH J" X 3" LAG BOLTS AT EACH SIDE. DIVISION 16 - ELECTRICAL 1. ALL WORK SHALL BE IN FULL ACCODANCE WITH ALL CODES. RULES AND REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. 2. PROVIDE G.F.I. AT EXTERIOR OUTLETS, GARAGE OUTLETS AND AT OUTLETS LOCATED IN BATHROOMS AND AS NOTED IN KITCHEN WITHIN 6'-0" OF SINKS. 3. ALL EQUIPMENT INSTALLED OUT OF DOORS AND EXPOSED TO WEATHER SHALL BE WEATHER PROOF. 4. RECEPTACLES IN KITCHEN AND BATHROOMS SHALL BE INSTALLED ABOVE COUNTERS EXCEPT THOSE REQUIRED AT SPECIFIC LOCATIONS. 5. RECEPTACLES OTHER THAN IN NOTE 4 ABOVE SHALL BE INSTALLED VERTICALLY AT 12" ABOVE FLOOR UNLESS CALLED OUT OTHERWISE ON THE PLANS. 6. WALL SWITCHES TO BE 36" ABOVE THE FLOOR. 7. ALL ELECTRICALLY OPERATED FIXTURES, OUTLETS, EQUIPMENT OR DEVICES SHALL BE LEFT FULLY CONNECTED TO PROPER ELECTRICAL SOURCE AND IN OPERATING CONDITION. B. ALL RECEPTACLES SHALL BE GROUNDED TYPE. 9. INSTALL EXTERIOR LIGHT FIXTURES AT 73" ABOVE FINISHED FLOOR (AT SIDES AND REAR) OR ABOVE HEADER. INSTALL DECORATIVE LIGHTS AT 66" ABOVE FINISH FLOOR AT ENTRY DOORS AND OTHER FRONT ELEVATION LOCATIONS. 10. WALL SWITCHES CONNECTED TO DUPLEX OUTLET SHALL OPERATE TOP RECEPTACLE ONLY ON EACH OUTLET. 11. PROVIDE A SMOKE DETECTOR APPROVED BY THE BUILDING DEPARTMENT AT EACH DWELLING UNIT. INSTALL SMOKE DETECTORS PER MANUFACTURERS SPECIFICATIONS AND PER U.B.C. SECTION 310.9. LOCATIONS AS INDICATED ON PLANS. 12. OUTLET FOR MICROWAVE TO BE ON A SEPARATE CIRCUIT. 13. THE AUTHORITY HAVING JURISDICTION FOR ENFORCEMENT OF THE CODE WILL HAVE THE RESPONSIBILITY FOR DECIDING UPON THE APPROVAL OF EQUIPMENT AND MATERIALS. 14. EDISION COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. 15, ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION PER NBHC 15.32.01 S. 16. FIELD INSPECTORS TO REVIEW AND APPROVE SERVICE REQUIREMENTS PRIOR TO CONCRETE PLACEMENT. 17. CONTRACTOR TO PROVIDE THREE FEET CLEAR FROM FACE OF ELECTRICAL PANEL TO ANY WALL SURFACE OR OBSTRUCTION. 1 ARCAYI 16340 f 9 W4 s 1-101E SURFACE MOUNTED CEILING LIGHT FIXTURE 120V DUPLEX CONVENIENCE RECEPTACLE 120V DUPLEX CONVENIENCE RECEPTACLE, SWITCH CONTROLLED, I HOT 12OV, GROUND FAULT CIRCUIT -INTERRUPTER (GFCI) DUPLEX CONVENIENCE RECEPTACLE -v9 SINGLE P&E LIGHT SWITCH PH. TELEPHONE JACK TV TELEVISION ANTENNA / CABLE JACK ® WALL HEATER C7 ELECTRICAL SUB -PANEL A -!U, z 1:1 =yiinall i M # I NOT USED 2 NOT USED 3 LINE OF WALKWAY ABOVE 4 EXISTING 42' NIGH GUARDRAIL o 2nd FLOOR 5 METAL STAIR STANTION 6 let FLOOR 5 METAL 6T,AIR STANTION 0 )at FLOOR EXISTING SQUARE FOOTAGE PER UNIT. UNIT 1 Cl BEDROOM) ror76 S.F. UNIT 2 (1 BEDROOM) 580 S.F. UNIT 3 (1 BEDROOM) 580 Sp. UNIT 4 (1 BEDROOM) 690 S.F. UNIT 5 CI BEDROOM) ra5cp $F. UNIT ro (I BEDROOM) 65Ga S.F. UNIT `t (I BEDROOM) 580 5F. UNIT S (1 BEDROOM) bw $F. UNIT S CI BEDROOM) 550 S.F. UNIT 10 (1 BEDROOM) 654o S.F. TOTAL. LIVING) PER BLD'G: 6,104 5F. PIFc,� G tv, i6340 cP en Gib REVISION flm r DATE SCALE NOTED DRAWN $MEET Ez 191-01p _01p 191-00 f_031 8 3 0" 81-0 It I I -oat all r ­ j Cu [BATH �--- B7ATHjBATHjBEDROOM BEDROOMmW.I.C.W.I.C. .I.C. W.I.C.r_'wv I cjiI z ILj ujuj m 00 :zI I L)F-1 010E o BEDROC?MBED BEDROOM FF un 1-J, KITCHEN FLLi,-i-lj in DININGI 0 r - T- -i n 72 1 1 11 00 I I a I I I I � I — I I I _____00 QP i LIVING ROOM LIVING ROOM =ROOM --- 00 --- FLIVING ROOM p TE 1 1 4 EC L UNIT 1 0 FIRST FLR. u k [- L i I LIVING ROOM 191-3- im 711 VA-I;Illlllllii I L__j L _J UNIT 9 0 FIRST FLR. UNIT 3 0 FIRST FLR. UNIT 4 0 FIRST FLR. UNIT 7 0 SECOND FLR. UNIT 8 0 SECOND FLR. UNIT 9 0 SECOND FIR- LJD I N �IN G DINING I DININGFq ai 4 - - - - - - - - - - - - - - - - - - - - - - -- --------------- ------------------------- --------------- T ----------------------- ------------ --------- -11 Dora DOUN Is p- 02nd 02rid gat 180-919 now m1qwmrm�m=mm1"ww am --- ww WAWM� DUE TO THE NATURE OF REMODELING CONSTRUCTION, THE cotiTp-AcTop- MAY ENCOUNTER UNFORSEEN CONDITIONS UPON THE DEMOLITION OF THE EXISTING RESIDENCE. NOTIFY THE DESIGNER AND CONTRACTOR OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THESE PLANS - DEMOLITION PLAN NOTES THIS DEMOLITION PLAN IS INTENDED TO IBE USED C. REMOVE ALL MECHANICAL DUCTWORK. WHICH WILL AS A GUIDE IN ACCOMODATING THE NEW WOW--- 15E AFFECTED 5Y THE DEMOLITION ANDLOCATIONNEW WOR< THE CONTRACTOR SHALL FULLY INVESTIGATE THE CAP ALL DUCTS AT At4 AppROPRIATE . SITE AND WILDING TO VERIFY THE EXISTING COND_ D. CAP OR RELOCATE ALL UTILITIES AND SERVICES ITIONS TO VERIFY ITEMS TO 15F_ Rr=MOVr=D OR RE- AT AN APPROPRIATE LOCATION. LOCATED WHICH ARE NOT SHOWN HEREIN. E. ALL DEMOLISHED ITEMS ARE TO IBE REMOVED FROM THE SITE AND DEPOSITED AT A COUNTY OR CITY A. ALL pLUM5NC-s FIXTURES AND KITCHEN APPLIAN- APPROVED DUMP SITE- CES SHALL ME REMOVED AND SAVED FOR OWNER r-, THE CONTRACTOR AND OR STRUCTURAL ENGINEER 5. REMOVE ALL AFFECTED ELECTRICAL OUTLETS AND SHALL. Z:>r=Slc%N AND ERECT ALL NECESSARY SHORING LIGHT FIXTURES WHICH ARE MOUNTED ON WALLS SYSTEMS To PROPERLY PROTECT THE STRUCTURE AND CEILINGS NOT SHOWN ON PLAN- wow"FRO DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. 11'-0" UNITS 0 FIRST FLR. 10 0 SECOND FLR.'1 -VNIT [LIVING ROOM ILAUNDRY] 0 FIRST FLOOR ONLY lg,-3" SCALE: 114'= I'-V DEMOLITION KEYNOTES LEGEND I NOT USED EXISTING STUD WALL To REMAIN 2 NOT USED EXISTING WINDOW TO REMAIN 3 LINE OF WALKWAY A5OVF_ 4 EXISTING 42" HIGH GUARDRAIL s 2nd FLOOR ro METAL STAIR STANTION, * lot FLOOR EXISTING DOOR TO REMAIN (v ALL WATER, WASTE O LWALOR OpROpERLY CAPPED F WITHIN L CEILING. — — — — — — EXISTING STUD WALL TO BE REMOVED EXISTING WINDOW TO 15E REMOVED II EXISTING DOOR TO 15E REMOVED II L OR RELOCATED I 0 ri REVISION SCALE NOTED DRAWN ion Pio. roo2.4- SHE" r�� a iH 1{'-P.►' g,`-2►u it'-0° S'-d° S'-0" 11'-P)' 11`- ?"L $'-@" S'-0" It BA # - .. ✓V+K/.IIT.0. oI �rr�f aa _ ��#I,° BA 4 `2". 1'_,,f I • "I_1 " '� ► 3,__P_1#_f' U. I �I; P-�, , 1 r r BA ai IIi I _.IIrIa a, BQ AT— H BDROBEDRCM1 BEDROOM 11LBEDR60,M 2IBEDROOMI .1I r M Y.i.c __r—n ]D wAsi.0W.I.O. Jj TV GLp T�waRnRoa I � 2EBA7 ► KIT L�_w_J � ®1® {- ��� KITCHEN DINING DINING KITCHEN O , 0 1 LIVING ROOM 1 I I I L VING ROOM i i i 4 I 1 _ PH. _ — `� L _ TY •, L_�� JBEDRO _ A IBEDROOM'73 __� .i UNIT 1 0 FIRST FLR. UNIT 2 0 FIRST FLR. UNIT 30 FIRST FLR. UNIT 40 FIRST FLR. N UNIT 5 0 SECOND FLR. UNIT 8 0 SECOND FLR. � (pt) UNff 7 SECOND FLR. UNIT 8 o SECOND FLR. r DINING ,' DIMING db _ ���►� 1•ic I LIVING ROOM LIVING ROOM _......_._...___..... .._......____ � - r_ _ _ _ _ _ _ -__- __ . - - I! DflWI lov U1 6-ow I t8 R 1 I [ i�xnd Itest 02rtd _ 11 3 i_3 ur 17 X �iglIt t~Q. SQ. . i+�f �i-' ' Y+'� jg i X X X ,-$ ° X X X -- --'x x x X t9'TYPICAL FIRST AN* SECOND FLOOR PkA "a -3" GENERAL PLAN NOTES ALL INTERIOR DOORS TO 13E HOLLOW CORE 1318' THK. UNIT?. (WE PLAN FOR SIZE) DOOR SIZE & TYPE 2668 = 2'-6' WIDE X 6'-S' WIGH PC. : HOLLOW CORE WARD : WARDR013E WINDOW SIZE & TYPE 5046 = 5'-& WI0E X 4'-6' WlGF FLOOR PLAN 1. WARP ROME SHELF AND (1) POLE 2. SEPERATION WALL.: MATCH EXISTING FRAMING 3. LINE OF WALKWAY ,4505E 4. EXISTING 42" F-{rGH GUARDRAIL 6 2nd FLOOR 6. METAL STAIR STANTION im let FLOOR n 6. it -on DRYWALL OPENING ��. .. # ra _ PROPOSED SQUARE FOOTAGE PER UNIT: UNIT I CI F-iEPROOM) ror7rp SF. UNIT 2 (2 5EDROOM) -138 SF, UNIT 3 (3 5EDROOM) 1002 SF. UNIT 4 (1 SEDF:C+OM) 9 r2g,, S.F. UNIT 5 (1 ISEDROOM) 656 S.F. UNIT 6 (2 5EDROOM) 138 tad. UNIT 1 (3 BEDROOM) 1002 S.F. UNIT 8 It 5EDROOM) 656 5F. TOTAL LIVING PER 8LD'G-- 6,104 S.F. LAUNDRYi 4 w 'f x X �X -3.. -- x �c SCALE: 11 " a V-011 Now - SURFACE MOUNTED CEILING LIGHT FIXTURE EXISTING WALL TO REMAIN 120V DUPLEX CONVENIENCE RECEPTACLE NEW 2X STUD CONSTRUCTION 120V DUPLEX CONVENIENCE RECEPTACLE, SWITCH CONTROLLED, i HOT i yu W 'wj c(p-"� /rs 's 120V. GROUND FAULT DUPLEX {GFCi} X CONVENIENCE RECEPTACLE r`t -f _ tt1 t . d'cul c_e f SINGLE POLE LIGHT SWITCH tit to©(�s -' THREE-WAY LIGHT SWITCH } �I PH. TELEPHONE JACK TV TELEVISION ANTENNA / CABLE JACK WALL HEATER C� ELECT GAL SUB -PAN e0 k Vi 9 o a* f 0 t V 0 0 REVISION uj cc i lime f t r i r t "ALE NOTED I�I�IIII i II A EXIST. 3. HOR EXIST. HOR EXIST. HDR XIST. HDR EXIST. 4-IPR B 21 1 B� LH U.- BEDR} CiM I BED}ROB 2 r C4 .R i MCI r f FWI� - `� �)1 ml.c.ii W,.C'I p K ITC, �jII �W u , x I D I X <!>�t EXIST. HOR / 4 X & #•-tt7R '13 E D R 3 P—M X .EXIST.' 8 %?I1�GrtE30,4 f�TC I1 E c4 ITt.� LIVING R I EXIST. HOR PARTIAL CEILI 0 AND ROOF FRAMING PLAN DINING EXIST. Hl:::: f =41-," SPN-ire.+ x W L=4'-%` PX A 3. UP PA IAL SECOND FLOOR FRAMING PLAN SCALE: 1/4" 1'-011 •�T,,T=-t -4 i ._ NO. MATERI,4L FASTENING SQ4 0ULE , ,"/FT. 1/6" STUCCO OVER APPROVED LATH * CAA. STAPLES -2 Fa" O.C. 0 TOP AND BOTTOM PLATES, 1S0 P.L p. ('BLOCK ALL EDGE) EDGES OF SMEAR WALL AND FIELD. (TABLE 25-I U5C:) 3/5" WOOD STRUCTURAL PANEL ad COMMON NAILS 0 6" O.C. a EDGES, 12" U.G. a FIELD 260 P.L.F. �..=..1 (BLOCK ALL EDGES) LATERAL SHEAR NOTES ct,3g"t UBCi SEISMIC ZONES 3 4 41 FRAMING MEMBERS TO BE DOUGLAS-FIR LARC-1-4 0 16" O.C. A. WOOD STRUCTURAL PANEL MATERIAL APPROVED BY APA, PFS/TEGO OR PITTSBURGH TESTING LABORATORIES (THIS INCLUDES O58). THESE VALUES ARE FOR 1::>OUGLAS-FIR LARCH OR SOUTHERN PINE, OTHER LUM15ER SPECIES MAY DIFFER IN SHEAR CAPACITIES. S. WHERE PLYWOOD IS APPLIED ON BOTH SIDES OF WALL AND NAILING SPACING IS LESS THAN (0' O.C., PANEL JOINTS SHALL BE OFFSET TO FALL. ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3X OR WIDER AND MAILS STAGGERD ON EA. SIDE. G. FOR ALLOWABLE SHEAR VALUES GREATER THAN 350 P.L.F., PROVIDE A MIN. OF A SINGLE 3X MEMBER * FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS. NAILS SMALL BE STAGGERa. PROVIDE 2X MEMBERS OTHERWISE. D. Z XZ X3/1& STEEL PLATE WASHERS ARE REQUIRED ON EACH 501-T CU15C SECT. 180�ca.ro.11 LEGEND EXISTING WALL TO REMAIN NEW 2X STUD CONSTRUCTION EXISTING 2 STORY FTG. 05PT PLATE W/ 5/8" D IA. A.B.'s 6 12' O.C. MIN. WTTIro HOLDOWN 12" FROM ALL CORNERS POST PER PLAN ea (18) 1rA6 NAILS AND SPLICES W/ I" MIN 4 EMBEDMENT (UNO) EXIST. A.B. OR REDHEAD CONIC. SLAB a 1-1 RATIO a a CONC. SLAB ITW RAMSET W55810 GOLD JOINT Do ER 1312 ° 5/5" P IA. THREAOED OR d ROO EMBMDED 10, W/ d ° HILTI 5/S" KWICBOLT Imo' �' ° SIMPSON "SET" EPDXY' TIE* Q II. ER dg W/ SPECIAL INSPECTION 'LU 1� 464 i * - 4 Q a 4 10 I ( j � I F1 11 1 3/4' MIN * INSTALL IN ACCORDANCE W/ SIMPSON STRONG TIE RECOMENDATIONS. SPECIAL INSPECTION REQUIRED. ICBO #ER 521S. T'�((PICAL EXTERIOR F7'G. NO 121 HOEDOWN No SCALE J, - -1 BOLTS - REVIEWED AS NOTED { tructur i ngin ers Has Reviewed These Dra s F r Member L Sues and Connecti as Reflected f in Calculations 0 ly ReLal Dimensions and No ructems afe the Re _J of. t "r , ei r i ilglz' * 1 k 'M Mop lbvlol' I Cyr No -16340 cf� 3 2) 5IS'7T A.B. MIN. 2 EPDXY SCALE; 1/4" 1' -0' . s 0 Z-: i a 0 1 � DATE NOTEDSCALK 2m3 IX STARTER 5RD. v EXPOSED EAVES 1. EDGE NAILING 2. ROOF SHEATHING 2. SIMP. A35 IS 48" O.C. 3. ;GOOF RAFTER 3. ALT. A35F LOCATION 4. 9IMp. H1 a 48l O.C. 4. STUD WALL 5. TOPPLATE g S. 151-OCKING EDGE NAILING - FLOOR JOIST 61MP. A35 6 45" O.C. -1.PLYWOOD FLU'.. SHEATWIN >< 5. 015L. TOP PLATES EACH TOENAILS RAFTER 2 15. 1(od SOLE PLATE NAILING 2 07 a 4 SPACING VARIABLE I-X SPACING HI A35 E.N. -1 45"O.C. 40'0j:;. - (0- A -2 N/A 32 11O.C. & 3 24"O.C. 24"O.C. ro 1 -4 N/A II&'O.C. 4 ASS SPACING .I 32"O.C. .2 2411O.C. 3 1611O.C. A ALT CONDITION JOIST SHEAR CONNECTION NO SCALE EAVE RAFT. SHEAR CONNECTION NsroALE[ 2 SECTION A &O-Al I=- It -A a SECTION KEYNOTES 1. EXISTING CONCRETE FOOTING, 2 X PLATE AND ANCHOR 5OLTS. 2. EXISTING 2XIC FLOOR JOISTS 6 1V O-C- W1 pLYUJOOD SHEATHING 0/ (VERIFY) 3. EXISTING 2X4 STUD$ 6 16" O.C. 4. EXISTING 4211 HIGH METAL DECK GUAR VI;ZAIL. 5. EXISTING D5L. 2X4 TOP PLATE CONT. to. EXISTING 2X& CEILING J016T5 6 Iro" O.C. 1. EXISTING 4 X WINDOW / DOOR HEADER - a. EXISTING INTERIOR FINISH. 3. EXISTING EXTERIOR PLASTER, jo. EXISTING CANTILEVER DECK JOISTS ,@ 1V O.C. EXISTING 2Xrp ROOF RAFTERS 0 24" O.C- Uj/ ROOF SHEATHING 0/ TOP PLATE LINE TOO PLATE LINE 2 F11 0 0 L....... j ........... rr L 4 1 1 11 V FIN FLOOR LINE IL -- TOP PLATE LINE FIN FLOOR LINE WWnld% A I portUIr IFILF-VATMON § n W- EWN%M N a al"WINI'm W _..� Im - - - - 11 - - - - - - - , -I - -- -- E _i c ; �� i F1 A I 4 12_ EXISTING 2X8 PURLIN, 2XCp BRACE AND KICK BLOCKS. 13.- EXISTING 2xs RIDGE E30AFRD. 14. NOT USED. 15. NOT USED. I&. EXISTING FACIA 13OAR0 ri. EXISTING INSULATION. IS. 2X4 STUDS 0 16" O.C. W1 2 X 4 SOLE PLATE AND BLOCKING tv MID -HEIGHT. SEE STRUCT. NOTES. le, D13L. 2x4 TOP PLATE CONT. 20. 4 X WINDOW / DOOR HEADER PER STRUCT. 21. 1/2" GYPSUM 50ARD- 22, EXTERIOR PLASTER A LAT4 0/ -15* FELT, SEE EXTERIOR ELEV, FIN WEE--T091�304;;ZE F& � ELEVATION KEYNOTES I- * REMOVE EXISTING WINDOW / DOOR 2. PROPOSED WINDOW: SEE FLOOR PLAN FOR SIZE 3. EXISTING EXTERIOR PLASTER 4. NEW EXTERIOR PLASTERt MATCH EXISTING COLOR AND TEXTURE 70F PLATE LINT* REVI D AS NOTED ES! / FME-3t ctural Engineers Has REW D- NOTED S11 E / FME5 tur Engineers Has s For Member s e� lecte to Reviewed Thft Drawings For Member c e Sizes and Coi ections as Reflected r4. in Calculati s Only. Review of Dimensions an Non -Structural Items are the Res nsibility of Others. Dater Y.- FIN F:1-00R LINE TC?F' PLATY LINE '6 FIN, FLOORLINE ,,-Q ARcCZI.� No, 16340 T P, 9,E 0