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HomeMy WebLinkAbout10148480.pdfM � b Lli MAN lim �., w CL t CU j ' •• 9 > �► O O o REVISION_ 7 1*1 r4 1 lEl 1510 F1 IE IE17 SlAki LU APPRo cf*. �r l Z %go INDEX � CONSULTANTS � s COVERNEETTRR '# URAL ENGINEER:� � x _ ESI/ ME, INC. GN GENERAL NOTES as 1800 E. 16th STREET SANTA ANA, CA 92701 ta (7�.) 835 --2$ao Al .0 SITE PLANT / PROJECT DATA CONSTRUCTION DOCUMENTS E --- A� FIRSTSECOND FLOOR ASwBUILT PLAN fi A .i FIRST &SECOND FLOOR DEMOLITION PLAN OWNER / CONTRACTOR A2m2 FIRST & SECOND FLOOR PLANT � ORANGE HOUSING & DEVELOPMENT CORP. PLANS f,AVE. A PARTIAL FOUNDATION # FRAMING �r 41 4 CHAPMAN A ORANGE, CA 92866 .(74) 77 - A3u0SECTION �` EXTERIOR ELEVATIONS a i...rz1. `�. t�i"2°a'b �� C«,'b ix+•.m mm��. �.., `ar ie:. as ti..t�, ad l a i u.. j(/ 1 Date Issued ..: .. , . d 9� � f y<, x=. 1 r • yy end 9 i�PP t vr-- t� t� N 3 DATE pql% .�r, .,._ N, NOTED ;+ � �lil��f/ �7 DRAVM 1 1✓i J;z R �; r r e t w -.si i ^q r� m t } yr d �) pv� 11J b �x .� �. ,_� b _ . - �� _ NO. 4tol JOB /pw �o ARC /, SHEET "), jj:�J? ECEIVE 1014%4 D EO-01 No. 634£i p e ��qqSanta @y,� ,�e 1 war/� �j.� _ ' N '.{& h6 d 4 i "s. tX } mk ` {�~ (_,,,�M�` ) " � { — 1* E p DIVISION 15 - MECHANICAL DIVISION 6 - WOOD & PLASTICS DIVISION 8 - DOORS & WINDOWS (CONT.) GENERAL NOTES SAFETY STANDARD 1. TUBS AND SHOWERS SHALL HAVE SOLID CONNECTION ON WASTE FEDERAL SAF OVERFLOW AND TRAP NO ACCESS PANEL REQUIRED PER U.P.C. SECTION 1. WOOD SHALL CONFORM TO U.B.C. CHAPTER 23 AND ALL APPLICABLE 3. ALL CLASS AND GLAZING EXEMPTED FROM 16CFR 1201 SHALL COMPLY WITH U.B.C.TABLES FOR GLAZING IN LOCAL AND STATE CODES, ORDINANCES AND REQUIREMENTS. CHAPTER 24 AND MUST BE LABELED SAFETY GLAZING SUITABLE FOR USE 904 (9). j 2. REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL INFORMATION. IN AREAS SUBJECT TO IMPACT. 2. PROVIDE A PERMANENT TYPE BACK FLOW PREVENTER AT ALL HOSE BIBS THIS IS A BUILDERS SET OF DRAWINGS PREPARED TO A LEVEL OF i PER U.P.C. SECTION 1003 (1). COMPLETION SATISFACTORY FOR BUILDING PERMIT PURPOSES AT THE 3. FRAMtNG CONTRACTOR WILL CONFIRM WORK TO BE DONE IN AREAS NOT 4. GLAZING SHALL COMPLY WITH U.B.C. CHAPTER 24 REQUIREMENTS TIME OF THEIR PREPARATION AND FOR CONSTRUCTION BY A SHOWN ON PLANS PRIOR TO SIGNING CONTRACT. ATTENTION IS CALLED REGARDING IDENTIFICATION, AREA LIMITATIONS, GLAZING SUPPORT, 3. VENT DRYER TO OUTSIDE AIR PER MANUFACTURERS APPROVED SHOWER DOORS. KNOWLEDGABLE AND EXPERIENCED BUILDER FAMILIAR WITH THIS TO DIVISION 1 -GENERAL REQUIREMENTS. NOTE Z. SAFETY GLAZING AND HINGED TYPE OF WORK, SUCH DOCUMENTS WILL 'REQUIRE PREPARATION OF SPECIFICATIONS. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLEMENTAL DETAILS, PRODUCT SPECIFICATIONS AND ELABORATION 4. ALL LUMBER SHALL BE PER STRUCTURAL GENERAL NOTES. 5. SAFETY GLAZING IS REQUIRED AT HAZARDOUS LOCATIONS AS DEFINED IN THE FINAL SIZE AND LOCATION OF THE DRYER VENT AND SHALL AND INTERPRETATION BY EXPERIENCED CONTRACTORS, U.B.C. SECTION 2406.4.. GLASS TO BE ETCHED & MARKED. CONFORM TO ALL APPLICABLE CODES AND REGULATIONS. SUB -CONTRACTORS AND OWNERS INDEPENDENT CONSULTANTS, 5. FRAMING SMALL BE $ONE IN A WORKMANLIKE MANNER BY SKILLED MECHANICS: 6. SAFETY GLAZING IS REQUIRED AT TUB AND SHOWER ENCLOSURES. 4. FINAL LOCATION OF WATER HEATER VENT TO BE THE SOLE RESPONSIBILITY OF THE PLUMBING CONTRACTOR AND SHALL BE IN A. ALL NAILING SHALL CONFORM TO U.B.C. TABLE 23-1-0. EXTERIOR NAILS TO BE GALVANIZED. 7. ALL ESCAPE AND RESCUE WINDOWS FROM SLEEPING ROOMS BELOW THE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. CONTENTS: B. FOR SHEAR WALL NAILING SEE STRUCTURAL NOTES AND PLANS. FOURTH FLOOR SHALL HAVE A MINIMUM NET CLEAR OPENING WIDTH OF DIVISION NO. TITLE C. WALL FRAMING SHALL BE PER STRUCTURAL NOTES AND BORING PER 5.7 S.F. HEIGHT DIMENSION SHALL BE MIN. 24 INCHES. THE MIN. NET S. F.A.U. COMPARTMENTS SHALL BE 13" WIDER THAN THE F.A.U. WITH A 1. GENERAL REQUIREMENTS U.B.C. 2326.11.0. CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES WHERE MINIMUM 3" CLEARANCE AT SIDES, BACK AND TOP AND 6" IN FRONT. 2. SITE WORK D. PROVIDE DOUBLE TRIMMER EACH SIDE OF OPENINGS 4'-0" WIDE OR WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE THEY CIRCULATING AIR SUPPLY OPENINGS AND DUCTS SHALL BE MINIMUM 200 3. CONCRETE GREATER. SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES SQUARE INCHES OR MINIMUM 2 SQUARE INCHES PER 1000 BTU, BUT BY NEED 4. MASONRY E. WOOD LOCATED NEARER THAN 6 INCHES TO EARTH SHALL BE ABOVE THE FLOOR. WINDOW MANUFACTURERS AND WINDOW NOT EXCEED THE SIZE OF THE CIRCULATING AIR SUPPLY OPENING OF 5. METALS TREATED WOOD OR WOOD W/ NATURAL RESISTANCE TO DECAY AS INSTALLERS SHALL VERIFY THAT THESE REQUIREMENTS ARE MET. THE F.A.U. COMBUSTION AIR SUPPLY DUCTS SHALL BE A MINIMUM OF 200 SQUARE INCHES OR MINIMUM 2 SQUARE INCHES PER 1000 BTU 6. WOOD & PLASTIC DEFINED IN U.B.C. SECTION 2302.1 WHEN LOCATED ON CONCRETE B. ALL MANUFACTURED WINDOWS AND SLIDING DOORS SHALL MEET THE AIR WITHIN THE PER UPPER 12" OF THE COMPARTMENT AND NOT MORE 7. THERMAL & MOISTURE PROTECTION SLABS THAT REST ON GRADE THE WOOD SHALL BE a. DOORS & WINDOWS LOCATED ON CONCRETE HAVING A INFILTRATION STANDARDS OF THE AMERICAN NATIONAL STANDARDS THAN 12" ABOVE THE BASE OF THE F.A.U. SEPARATE DUCTS TO 9. FINISHES AN IMPERVIOUS MEMBRANE INSTITUTES LATEST EDITION AND SHALL BE CERTIFIED AND LABELED. OUTSIDE AIR OR VENTILATED ATTIC SPACE TERMINATING 6" ABOVE THE MINIMUM THICKNESS OF 3 INCHES WITH D LOWER COMBUSTION 10. SPECIALITIES INSTALLED BETWEEN CONCRETE AND EARTH. 9. FENESTRATION WITH 'U' VALVE LOWER THAN DEFAULT VALVE MUST HAVE CEILING JOIST SHALL BE USED FOR THE UPPER AN 11. EQUIPMENT 12. FURNISHINGS F. PROVIDE FIRE STOPPING IN STUD SPACES AT ALL FLOOR AND A PERMANENT LABEL. OTHER FENESTRATION MUST HAVE A FACTORY AIR SUPPLY. 13. SPECIAL CONSRUCTION CEILING LEVELS AND STUD SPACES OVER 10 FEET IN HEIGHT REMOVABLE LABEL. CONTRACTOR SHALL PROVIDE A BLANK CERTIFICATE 6. PROVIDE A PRESSURE - TEMPERATURE RELIEF VALVE FOR WATER 14. CONVEYING EQUIPMENT PER U.B.C. SECTION 708 OF INSTALLATION AND CERTIFICATE OF INSULATION WITH CALCS FOR HEATERS WITH A GRAVITY DRAIN TO THE OUTSIDE TERMINATING 60 15. MECHANICAL G. PROVIDE CROSS VENTILATION AT ATTIC AND ENCLOSE RAFTER JOISTS FIELD USE AT JOB SITE. ABOVE GRADE POINTING DOWN, PROVIDE COMBUSTION AIR TO WATER 16. ELECTRICAL SPACES EQUAL TO J6 OF AREA TO BE VENTILATED OR 3jo HEATER COMPARTMENTS IN ACCORDANCE WITH THE REQUIREMENTS IN PROVIDED THAT SOX OF THE REQUIRED VENTILATION AREA IS 10. PROVIDE PRIVACY LOCKS AT MASTER BEDROOMS. NOTE 5 ABOVE. EXCEPT MINIMUM I SQUARE INCH PER 1000 BTU AND PROVIDED BY STANDARD WALL OR ROOF VENTILATORS LOCATED 11. ALL KEY LOCKED DOORS SHALL BE KEYED ALIKE. 100 SQUARE INCH MINIMUM. WITHIN THE UPPER ONE THIRD OF THE ROOF. COVER OPENINGS 7. F.A.U.'S OR WATER HEATERS INSTALLED IN GARAGES SHALL BE ON WITH r' G.I. MESH PER U.B.C. SECTION 1505.3. 12. GARAGE DOOR SPRINGS SHALL COMPLY WITH CALIFORNIA TITLE 24 MINIMUM 18" PLATFORMS. PROVIDE LATERAL SWISMIC STRAPS AT WATER H. PROVIDE 2X BLOCKING FOR TOWEL BARS, PAPER AND GLASS REQUIREMENTS AND SHALL BE LABELED. HEATER. DIVISION I GENERAL REQUIREMENT8 HOLDERS, AND SOAP DISHES AS REQUIRED. PROVIDE 2X BLOCKING FOR CABINETS AND HANDRAILS. 13. SPECIAL CARE SHALL BE TAKEN AT THE SITE TO INSURE WINDOW SEALS S. EXHAUST FAN AT BATHROOMS OR LAUNDRY AREAS, WHEN REQUIRED, 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: AT MULLIONS AND MULLED WINDOWS ARE NOT DAMAGED. ROUGH SHALL PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR. A. APPLICABLE EDITION OF THE U.B.C., U.P.C., U.M.C., & N.E.C. HANDLING OR IMPROPER STORAGE OF WINDOWS MAY CAUSE SUCH S. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND DAMAGE, 9. ALL EXHAUST FAN SYSTEMS SHALL BE PROVIDED WITH BACK DRAFT REGULATIONS. DIVISION 7 - THERMAL MOISTURE PROTECTION DAMPERS INCLUDING RANGE AND HOOD EXHAUST FANS. 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE 1. ALL SHEET METAL TO BE MIN. 26 GA. GALVANIZED IRON UNLESS OTHERWISE NOTED. 10. DUCTS PENETRATING HOUSE To GARAGE WALL SHALL BE IN COMPLIANCE THE RESPONSIBILITY OF THE SUB CONTRACTOR. NOTED DIMENSIONS DIVISION 9 - FINISHES THE U.B.C. AND U.M.C. REQUIREMENTS AND SHALL BE 26 GAUGE TAKE PRECEDENCE OVER SCALE. 2. FLASH AND COUNTER FLASH AT ALL ROOF TO WALL CONDITIONS PER ROOFING 1. DRYWALL: DRYWALL NAILING SHALL BE PER U.B.C. CHAPTER 25. MINIMUM. 3. THE ARCHITECT SMALL BE NOTIFIED IMMEDIATELY BY CONTRACTOR SHOULD MANUFACTURERS INSTRUCTIONS. 2. STUCCO: ALL STUCCO SHALL CONFORM TO U.B.C. CHAPTER 25. 11. TOILETS TO BE LOW FLUSH WITH 1.6 GALS/FLUSH.. HSC 17921.3 (8). ANY DISCREPANCY OR OTHER QUESTION ARISE PERTAINING TO THE 3. G.I. FLASH AND CAULK BEAMS AND OUT LOOKERS PROJECTING FROM EXTERIOR WORKING DRAWINGS. WALLS OR ROOF SURFACES. 3. PAINTING: ALL APPLICATION OF PAINT OR OTHER COATING SHALL BE IN A 12. WATER HEATER TO HAVE DRAIN PAN AND LINE TO OUTSIDE PER U.P.C. 4. APPROVAL BY THE INSPECTOR SHOULD NOT BE CONSTRUED AS WORKMAN LIKE MANNER AND IN STRICT ACCORDANCE WITH THE CHAPTER 5. WATER HEATER TO BE STRAPPED AT TOP AND BOTTOM WITH COMPLIANCE WITH THE PLANS. ANY DESIGN WHICH IS UNCLEAR OR 4. FLASH AND COUNTER FLASH EXTERIOR OPENINGS EXPOSED TO THE MANUFACTURERS INSTRUCTIONS. I -j" X 1.6 GA STRAP WITH j- X 3- LAG BOLTS AT EACH SIDE. AMBIGUOUS MUST BE REFERRED TO THE BUILDER AND ARCHITECT FOR WEATHER IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. A. ALL SURFACES TO BE FINISHED SHALL BE CLEANED AND FREE OF INTERPRETATION OR CLARIFICATION, 5. PROVIDE MINIMUM 26 GA. GALVANIZED IRON VALLEY FLASHING OVER ONE LAYER OF FOREIGN MATTER (I.E. DIRT, GREASE, ASPHALT, RUST, ETC.) MINIMUM 15 # B. KNOTS AND RESINOUS WOOD REQUIRING PAINT SHALL BE SEALEDLECTRICAL 5. ALL PRODUCTS AND MATERIALS SMALL BE INSTALLED PER THROUGH ROOF VENTS AND ALL ELECTRICAL SERVICE CONNECTIONS SHALL BPRIMING. E AT FELT PER U.B.C. SECTION 1508. THE CENTER OF ANY FLASHING FOR WITH A PREPARED KNOT SEALER OR ALUMINUM PAINT PRIOR TO DIVISION 16 E MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. ANY CONFLICT OR DISCREPANCY BETWEEN THE PLANS AND THE LEAST 12" FROM ANY VALLEY FLASHING.7. ROOFING: ROOFING CONTRACTOR SHALL BE C. ANY NAIL HOLES AND CRACKS SHALL BE FILLED WITH PUTTY. 1. ALL WORK SHALL BE IN FULL ACCODANCE WITH ALL CODES. RULES AND MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS SHALL BE RESPONSIBLE FOR PROPER DRAINAGE OF ALL ROOFS. ROOFING NAILS SHALL BE GALVANIZED. D. EXPOSED GALVANIZED SHEET METAL SHALL BE PAINTED. PREPAINT REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY WITH THE REPORTED IMMEDIATELY TO THE ARCHITECT. THE PRODUCT OR MATERIAL WHEN ADJACENT TO OR WITHIN INTEGRAL PLASTER SURFACES. REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. INSTALLER SUB CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR 6. FIREPLACES: FLASH AND COUNTER FLASH ALL SIDES OF CHIMNEY TO ROOF WITH 26 GA. E. PAINTER SHALL PROVIDE WEATHER SEAL CAULKING AT ALL VERIFICATION OF THE ABOVE INFORMATION. GALVANIZED IRON AND INSTALL 26 GA. G.E. SADDLE WHERE ROOF PITCHES TO CHIMNEY. APPLICABLE LOCATIONS PER INDUSTRY STANDARDS. 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. 7. EXTEND VENT PIPES TO CLEAR ROOFING MATERIAL PER U.M.C.. VERIFY FLASHING DIVISION 10 - SPECIAL TIES 3. ALL EQUIPMENT INSTALLED OUT OF DOORS AND EXPOSED TO WEATHER DIVISION 2 - SITE WORK (SEE CIVIL ENGINEERING DRAWINGS & NOTES) CONDITIONS AT ALL VENTS PRIOR TO FABRICATION. SHALL BE WEATHER PROOF. FACTORY BUILT METAL FIREPLACES SHALL BE LISTED AND SHALL BE 1. ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED B. ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO 1, INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTINGS AND 4. RECEPTACLES IN KITCHEN AND BATHROOMS SHALL BE INSTALLED ABOVE PROVIDED FOR IN U.B.C. STANDARD NO COMPACTED FILL. PROTECT THE INTERIOR WALL COVERING.14-1 FOR . SUCH BARRIER TRRIER SHALL BE EQUAL TO THAT WATERPROOF BUILDING PAPER THE MANUFACTURERS PRINTED INSTRUCTIONS AS PER U.S.C. SECTION COUNTERS EXCEPT THOSE REQUIRED AT SPECIFIC LOCATIONS. 5 AND ANY OTHER APPLICABLE BUILDING OR MECHANICAL CODES. OR FOR ASPHALT SATURATED RAG FELT AS LISTED IN U.B.C. CHAPTER 35, PART It. 3102.5. RECEPTACLES OTHER THAN IN NOTE 4 ABOVE SHALL BE INSTALLED BUILDING PAPER AND FELT SHALL BE FREE FROM HOLES AND BREAKS OTHER THAN VERTICALLY AT 12" ABOVE FLOOR UNLESS CALLED OUT OTHERWISE ON THOSE CREATED BY FASTENERS AND CONSTRUCTION SYSTEM DUE TO ATTACHING OF THE THE PLANS. DIVISION 3 - CONCRETE BUILDING PAPER AND SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR DIVISION 11 EQUIPMENT WALLS. SUCH FELT OR PAPER SHALL BE APPLIED WEATHER BOARD FASHION. LAPPED NOT 6. WALL SWITCHES TO BE 36" ABOVE THE FLOOR. 1. CONCRETE SHALL CONFORM TO THE U.B.C. CHAPTER 19 AND ALL LESS THAN 2 INCHES AT HORIZONTAL JOINTS AND NOT LESS THAN 6" AT VERTICAL APPLICABLE LOCAL CODES, ORDINANCES AND REQUIREMENTS. JOINTS. 1. VERIFY ALL DIMENSIONS SHOWN ON THE PLANS BY TAKING FIELD 7. ALL ELECTRICALLY OPERATED FIXTURES, OUTLETS. EQUIPMENT OR DEVICES MEASUREMENTS. PROPER FIT AND ATTACHMENT OF ALL PARTS IS SHALL BE LEFT FULLY CONNECTED TO PROPER ELECTRICAL SOURCE AND 2. REFER TO STRUCTURAL ENGINEERS GENERAL NOTES FOR ADDITIONAL REQUIRED. IN OPERATING CONDITION. REQUIREMENTS. 3. REFER TO FOUNDATION SLAB AND FOOTING REQUIREMENTS AND STATED IN DIVISION 8 - DOORS & WINDOWS DIVISION 12 - FURNISHINGS S. ALL RECEPTACLES SHALL BE GROUNDED TYPE. THE SOILS REPORT PRIOR TO COMMENCING WORK. 1. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE HEAD, JAMS AND SILL NOT INCLUDED IN THESE NOTES S. INSTALL EXTERIOR LIGHT FIXTURES AT 78" ABOVE FINISHED FLOOR (AT 4. SILL BOLTING: DETAILS WITH INSTALLATION SPECIFICATIONS THAT ARE SPECIFIC TO THIS SIDES AND REAR) OR ABOVE HEADER. INSTALL DECORATIVE LIGHTS AT A. INTERIOR NON -SEARING WALLS- APPROVED SHOT PINS WITH PROJECT. OWNER SHALL REVIEW AND APPROVE DETAILS PRIOR TO W ABOVE FINISH FLOOR AT ENTRY DOORS AND OTHER FRONT CADMIUM WASHERS AT 3'-0" O.C. MAXIMUM (J" DIA. X 3") 6" FROM INSTALLATION. ELEVATION LOCATIONS. END OF PLATE. 2. GLAZING PER FEDERAL SAFETY STANDARD FOR ARCHITECTURAL GLAZING DIVISION 13 - SPECIAL CONSTRUCTIO14 10. WALL SWITCHES CONNECTED TO DUPLEX OUTLET SHALL OPERATE TOP B. EXTERIOR NON -SEARING WALLS: 5/8"DIA. X 10" ANCHOR BOLTS 6'-0"' D.C. MATERIALS (16 CFR 1202). RECEPTACLE ONLY ON EACH OUTLET. MAXIMUM 12" FROM CORNERS AND DOORS UNLESS OTHERWISE INDICATED ON A. CATEGORY I PRODUCTS, GLAZING WITH NO SINGLE PIECE GREATER 1. SECURITY GENERAL NOTES: PLANS. BOLTS SHALL EXTEND A MAXIMUM OF 5" INTO FOOTING ON A 2 THAN 9 S.F. A. DOOR STOPS OF IN -SWINGING DOORS SHALL BE OF ONE PIECE 11. PROVIDE A SMOKE DETECTOR APPROVED BY THE BUILDING DEPARTMENT POUR SYSTEM. 1. STORM OR COMBINATION DOORS CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE AT EACH DWELLING UNIT. INSTALL SMOKE DETECTORS PER C. INTERIOR BEARING WALLS: APPROVED SHOT PINS WITH CADMIUM WASHERS AT 2. DOORS JAMB. MANUFACTURERS SPECIFICATIONS AND PER U.S.C. SECTION 310.9. 2'-0" O.C. MAXIMUM (J" DIA. X 3") 6" FROM END OF PLATE UNLESS 3. GLAZED PANELS B. ALL PIN -TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE LOCATIONS AS INDICATED ON PLANS. OTHERWISE INDICATED ON PLANS. B. CATEGORY 11 PRODUCTS. GLAZING WITH NO SINGLE PIECE GREATER SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON - THAN 9 S.F. REMOVABLE HINGE PINS. IN ADDITION, THEY SHALL HAVE A 12. OUTLET FOR MICROWAVE TO BE ON A SEPARATE CIRCUIT. E. ELECTRICAL GROUND: EXTENDED ONE REINFORCING BAR UP 18" ABOVE 1. STORM OR COMBINATION DOORS MINIMUM I- DIAMETER STEEL JAMS STUD WITH I" MIN. PROJECTION 13. THE AUTHORITY HAVING JURISDICTION FOR ENFORCEMENT OF THE CODE CONCRETE AT ELECTRICAL PANEL LOCATION. MINIMUM LENGTH OF GROUND TO BE 2. DOORS UNLESS THE HINGE PINS ARE REMOVED. 200 - 0#3. 3. GLAZED PANELS 4. ALL BATH AND SHOWER DOORS AND ENCLOSURES C. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR WILL HAVE THE RESPONSIBILITY FOR DECIDING UPON THE APPROVAL OF PROJECTING DEADBOLTS IN WOOD CONSTRUCTION SHALL BE EQUIPMENT AND MATERIALS. S. CEMENT CONTRACTOR SHALL ASSURE HIMSELF THAT FOUNDATION PLANS S. ALL SLIDING GLASS DOORS SECURED TO THE JAMS AND THE WALL FRAMING WITH SCREWS NOT CONFORM TO FLOOR PLANS BEFORE COMMENCING WORK. ALL FORM WORK SHALL C. GLAZING MATERIALS CERTIFIED AS COMPLYING WITH 16CFR 1202CAT. LESS THAN 2-j" IN LENGTH. 14. EDISION COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR CONFORM EXACTLY TO PLAN DIMENSIONS. VERIFY LOCATION OF ALL SPECIAL TIE MAY BE USED ONLY IN CATEGORY I PRODUCTS, GLAZING D. DEAD BOLTS SHALL CONTAIN HARDENED INSERTS. TO INSTALLATION. DOWNS AND ANCHOR BOLTS AS INDICATED ON PLANS. MATERIALS CERTIFIED AS COMPLYING WITH 16 CFR 1202 CAT. 11 E. STRAIGHT DEADSOLTS SHALL HAVE A MINIMUM THROW OF 1" AND MAY BE USED IN EITHER CATEGORY I OR 11 PRODUCTS. 15. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION PER 7. TRENCHES FOR FOOTINGS SHALL BE CLEANED BEFORE CONCRETE IS POURED. AN EMBEDMENT OF NOT LESS THAN NBHC 15.32.01 S. IMAGINARY LINE FROM THE BOTTOM CORNER OF ANY FOOTING EXTENDING F. A HOOK SHAPED OR AN EXPANDING LUG DEADBOLT SHALL HAVE A DOWNWARD AT A 45 DEGREE ANGLE TO THE HORIZONTAL SMALL NOT INTERSECT MINIMUM THROW OF 1". 16. FIELD INSPECTORS TO REVIEW AND APPROVE SERVICE REQUIREMENTS ANY EXCAVATION FOR GAS, SEWER OR DRAINAGE PURPOSES. G. WOOD FLUSH TYPE DOORS SMALL BE 1-j" THICK MIN. WITH SOLID PRIOR TO CONCRETE PLACEMENT. B. REFER TO CIVIL ENGINEERS PRECISE GRADING PLANS FOR LOCATION OF CORE CONSTRUCTION, DEEPENED FOOTING. SHALL BE -f16 ' IGAUGEN, THICSHEET KNESS 17. CONTRACTOR TO PROVIDE THREE FEET CLEAR FROM FACE OF ELECTRICAL H. HOLLOW CORE DOORS OR COVERED ON THE INSIDE DOORS LESS THAN 1 FACE WITH PANEL TO ANY WALL SURFACE OR OBSTRUCTION. METAL ATTACHED WITH SCREWS AT 6" ON CENTER AROUND THE PERIMETER OR EQUAL. SHALL ON DIVISION 4 - MASONRY 2. CYLINDER WHENEVER THEGUARDS BE CYLINDER PROJECTSINSTALLED ALL BEYOND THECYLINDER LOCKS FACE OF THE DOOR OR 1. ALL MASONRY VENEER AND ITS APPLICATION SHALL CONFORM TO THE REQUIREMENTS OF IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. UBC SECTION 1403 AND THE MANUFACTURES RECOMENDATIONS FOR INSTALLATION. 3. SLIDING GLASS DOORS AND WINDOWS SHALL BE EQUIPPED WITH LOCKING SEE PLANS FOR SPECIFIC TYPE AND LOCATION. 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 DIVISION $-METALS POSITIONOF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN . 1. STRUCTURAL STEEL AND MISCELLANEOUS METALS SHALL CONFORM TO S. OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL ASTM A-36. LOCKING DEVICES. ARN 2. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. DIVISION 14- - CONVEYING SYSTEMS NOT INCLUDED IN THESE NOTES 0� 6340 14 1 Fl won= Oak MATE SCALE NOTED DRANIM JOB M. coot SHMET GN r BUILDING (UNIT) Fi.C10R AREA PARKINCAI uLAtroNs TYPICAL UNIT DESCRIPTION: NO. OF STORIES TWO (2) EXISTING SQUARE FOOTAGE PER UNIT: UNIT 1 (1 BEDROOM) 656 S.F. UNIT 2 0 BEDROOM) 580 S.F. UNIT 3 (1 BEDROOM) 580 S.F. UNIT 4 (1 BEDROOM) 580 S.F. UNIT 5 (1 BEDROOM) 656 S.F. UNIT 6 (1 BEDROOM) 656 S.F. UNIT 7 0 BEDROOM) 580 S.F. UNIT 8 (1 BEDROOM) 580 S.F. UNIT 9 BEDROOM) 580 S.F. UNIT 10 �1 1 BEDROOM 656 S.F. TOTAL LIVING PER BLD'G: 6,104 S.F. PROPOSED SQUARE FOOTAGE PER UNIT: UNIT 1 (1 BEDROOM) 656 S.F. UNIT 2 (2 BEDROOM) 738 S.F. UNIT 3 (3 BEDROOM) 1002 S.F. UNIT 4 (1 BEDROOM) 656 S.F. UNIT 5 0 BEDROOM) 656 S.F. UNIT 6 (2 BEDROOM) 738 S.F. UNIT 7 (3 BEDROOM) 1002 S.F. UNIT 8 (1 BEDROOM) 656 S.F. TOTAL LIVING PER BLD'G: 6,104 S.F. REQUIRED PARKING CALCULATIONS UNIT 1 0 BEDROOM) 2 SPACES UNIT 2 (2 BEDROOM) 3 SPACES UNIT 3 (3 BEDROOM) 4 SPACES UNIT 4 0 BEDROOM) 2 SPACES UNIT 5 0 BEDROOM) 2 SPACES UNIT 6 (2 BEDROOM) 3 SPACES UNIT 7 (3 BEDROOM) 4 SPACES UNIT 8 (1 BEDROOM) 2 SPACES 22 SPACES GUEST PARKING REQUIREMENTS 25% OF REQUIRED PARKING 5.5 SPACES— TOTAL REQUIRED 27.5 SPACES THIS PROJECT SHALL COMPLY WITH: 68C 2601 CPC 21DO 'TITLE 24 CEC 2601 UI+C 2001 JcMC 2001 SITE PLAN KWHOTES €. INDICATES SUILDING A=RESS 2. INDICATES LOT NUMBER 3. INDlr-ATES PROP. LINT= 4. LANDSCAPE ,AREA 5. EXIST. CUfo AND SIDEWALK b. APJ. EXISTING STRUCTURES S TRASW ENCLOSU52E S. EXISTING PARKINd 6I11"AC.ES €0. EXISTING V-0' HIGH METAL DICE (AND GATE) iL EXISTING 01-01 WIC w PERIMETER FENCE 12. EXISTING 4'-@' I4I64 METAL FENCE 4 GATE PROJECT ADDRESS: I ilfv MINNIE STREET SANTA ANA, CA ZONE: R"3 SITE AREA: 6,604 S.F. NUMBER OF UNITS: EXISTING: 10 PROPOSED S PARKING REQUIRED: 27.5 PARKING PROVIDED: 11 UNCOVERED BUILDING COVERAGE: 3122 S.F. PARKING/DRIVE COVERAGE: 1:040 S.F. OPEN SPACE: 2,442 LEGAL DESCRIPTION: LOT f2o-- BLOCK 256 — TRACT 2437 COUNTY OF ORANGE, STATE OF CALIFORNIA, RECORDED IN ACCESSOR'S MAP BOOK 11, PAGE 25 ASSESSOR'S PARCEL NUMBER: 011--256— 20 VICINITY MAP kIV Aaw <'c on "N ANff NO SCALE OCCUPANCY / TYPE COMM GENERAL PLAN DESIGNATION LOW DENSITY RESIDENTIAL LR--7 TYPE CAE CONSTRUCTION: V-N LEGEND i INDICATES %ILAINCs , 001WESS INDICATES BUILDING ADDRESS INDICATES PARKIN SPACE 101 O--S INDICATES MIDESTRIAN TRAFFIC SITE,PLAN SCALE: ARC/ jj� No. ., 16340 8 n M ml mm PH. a BEDROOM MR mm PH. a 3 BEDROOM i � mm b, —0" z 11MUM W 1 9f`off ill—V PH. PH. BEC Rt oMj IBEDRO'GM p 11, flff PH. r L7—j FB _ED, Koo m 1 1 �. I I C. I� li 11Y 1 YY. ►. %A/ I��i]i1W.I.C.�. t 01 ii r -- it ST FLR. VNIT 1 0 FIRST___F UNIT 2 0 FIRST FLR. UNIT 3 -0 FIR r- c s low r t1t 11) , ROOM ■�� Iwo db qp ry 00 1 i® IIT - '' DINT 00 k [LIVING ROOM i i a 0 I I f 1 "UNIT 4 0 FIRST FLR. N1' FIRST FLR. 'UNIT 9 0 SECOND FLR. IT '10 0 SECOND FLR. DINING ° r LIVING ROOM Dow UP ooww It j I I8 ft 1 I I e2rid to IR. et 0 nd I I 119a EO UP 7 lot 70' L 19. 3., m1wilism r w C� • 0 ` ! 9'—.3f' I 1 c!,_ Off W FIRST AID SECOND ASmBUILT FLOOR PLAN SCALE: 1/4' W V_0" ELECTRICAL SY FLOOR PLAN KEYNOTES SQUARE FOOTAGE I NOT USED r=XISTING SQUARE FOOTAGE PER, UNIT: SURFACE MOUNTED CEILING LIGHT FIXTURE 2 NOT USED UNIT I (I 1+3SOROOM) ; 51(o S.F. 3 LINE OF WALKWAY ASOV'E UNIT 2 (1 5EOROOM) 580 Sp. 120V DUPLEX CONVENIENCE RECEPTACLE 4 EXISTING 42" 1- IG14 GUARDRAIL 0 2nd FLOOR UNIT 3 (1 550RO M) 580 S.F. 120V DUPLEX CONVENIENCE RECEPTACLE, 5 METAL STAIR OTANTION 6 let FLOOR UNIT 4 (1 5EDROOM) 500 S.F. SWITCH CONTROLLED, } HOT 5 METAL STAIR "a' TANTION Ist FLOOD: UNIT 5 C1 5EpROOM) 65ro S.F. 120V, GROUND FAULT CIRCUIT -INTERRUPTER (GFGI) UNIT (s it 5EQROOM) rc5r«a S.F. DUPLEX CONVENIENCE. RECEPTACLE UNIT i tl 13ELR00 580 S.F. -es SINGLE POLE LIGHT SWITCH UNIT 8 (I 15EDROOM) 560 S F_ - UNITS CI 15EPROOM) 5SO S.F. I-4 PH. TELEPHONE JACK UNIT 10 (1 5EDROOM) ro56 6P. j--� TV TELEVISION ANTENNA j CABLE JACK T4TAi.. LiYINd lw''I=R 1"3L.O'G: 6,104aP. ® WALL HEATER Gi ELECTRICAL SUE -PANEL G in in Em 951-0%1 191-021 1 gp-ors "-0"1-033 1—Wo 81_of3 8,-0" 111-01, 81-0" T_ ATH [�TH BATH B I B=ATH BATH EDROOM BEDROOM BEDROOM BEDROOM 9E�o �om JDINING UNIT 1 0 FIRST FLR. UNIT 6 0 SECOND FLR. LIVING ROOM 191-3" 1wol.c _._.. _ = �---^ _ ._ 1( �1 -- -= L 4 w z I I I I -+AEI 1Aj II 00 Or) 3: LL=j�j KITCHEN ION u j Ei 00 WING ROOM foo. - LIVING L(�IVI G ROOM jq ROOM I I I I 1 -1 ::11 L- c— UNIT 2 0 FIRST FLR- FUNIT 3 0 FIRST FLR. UNIT 4 0 FIRST FLR. UNIT 7 0 SECOND FLR.� 1[q NIT � 8 0 SECOND FLR. UNIT 9 0 SECOND FIR. I] DINING II IDINING1 DINING T4 - --------------------------- -- ----------------- ---------------- ---- --------------------------------------- ------------------------------- 11 DOW DOWN F31 Is ft UP let 180-91$ ■ 18,-S-" is$_011 ill-o" jams] DINING UNIT UNIT 5- 0 FIRST FLR. UNIT 10 0 SECOND FLR. 9#-,3" 0 LAUNDRY] 0 FIRST FLOOR ONLY 191-31, mm TYPICAL FIRST AND SECOND FLOOR DEMOLITION PLAN SCALE: 1/4" V-V DUE To THE NATURE OF REMODELING CONSTRUCTION, THE CONTRACTOR 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 16 INTENDED TO art USED C. REMOVE ALL MECHANICAL DUCTWORK WHICH WILL BE AFFECTED BY THE DEMOLITION AND NEW WORK. AS A GUIDE IN ACCOMOIDATING THE NEW WOW-- THE CONTRACTOR SHALL FULLY INVESTIGATE THE CAP ALL DUCTS AT AN AppROPRIATE LOCAT ION. SITE AND BUILDING To VERIFY THE EXISTING COND- D. CAP OR RELOCATE ALL UTILITIES AND SERVICES ITIONS TO VERIFY ITEMS TO BE REMOVED OR RE- AT AN APPROPRIATE LOCATION. LOCATED WHICH ARE NOT SHOWN HEREIN. ALL DEMOLISHED ITEMS ARE TO BE REMOVED FROM THE SITE AND DEPOSITED AT A COUNTY OR CITY A. ALL j=Lum5ING FIXTURES AND KITCHEN Afcl*LIAN- AFrROVED PUMP SITE. CES SHALL BE REMOVED AND SAVED FOR OWNEP, F. THE CONTRACTOR AND OR STRUCTURAL ENGINEER REMOVE ALL AFFECTED ELECTRICAL OUTLETS AND SHALL DESIGN AND ERECT ALL NECESSARY SHORING LIGHT FIXTURES WHICH ARE MOUNTED ON WALLS SYSTEMS TO PROPERLY I=ROTECT THE STRUCTURE AND CEILINGS NOT SHOWN ON PLAN. WORKERS DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. DEMOLITION KEYNOTES LCUENU 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 a 2rka FLOOR 5 METAL STAIR STANTION Is let FLOOR EXISTING DOOR TO REMAIN 9; ALL WATER, WASTE AND GAS LINES TO BE CAPPED pRolmERLY CAfzf*Eo OFF WITHIN WALL OR CEILING. EXISTING STUD WALL TO BE REMOVED EXISTING WINDOW TO BE REMOVED EXISTING DOOR TO 51E REMOVED II l OR RELOCATED mi I REVISION DATE SCALE NOTED DRAWN A - JOB 010- "2-T SHEET F X_ 4 v � I1'-0+ 1 �i-0. V-0" +'_®" {Ie_0, II'-01 Ss_0. a,-0xZ Z. 1 BA I (I] i:::[ BA 2 BA 71rEBATH PH. p- . , a BATH BEDROOM IIBEDR60M 1 BEDR�t D IRiEDROGMBEDRC C M � 1 t 1 . s �w/ • { '3-1i ✓ E �E � T . I . C . [91' " lw.i.c I \' � m+) 11 Fw.l LL_ � o, I _11� � _j db TV ; KIT w era n -OL ! ► j I i IT i----_--� 0 00 L--- 6068 WAfRO I ODD+ ,® 1 I® KITCHEN DINING DINING KITCEJ o , o 1 PH. Eo � ---LIVING RODI 1 �• i i i L VING ROOM �. i i i ;I IBEDR A2 BEDROtI 3 '�' ' FIRST FLR. ' ' +FIRST FLR. j + UNIT 3 0 FIRST FLR. UNIT 4 0 FIRST FLR. UNIT5SECONa FLR. SECOND FLR. CI+ ff 7 .o SECOND FLR. � �"�" 8 0 SECOND FLR. o•� DINING� f ' I�ININC 2668 we LIVING R 3QLA [�LLIVING RO 5046 SL SL 4 r�-_—________________-__�.-.—___ ______-__- �_ �__ __ ______a___ _______—___�- ______ —�� I1 E UP'-'AcaltA�t 1E i+ t�ciaN Y. IPl R i E E1 I� I� Mot wend 1I 3 �ZA» LAUN---] DRY x C{ 0 FIRST FLOOR ONLY EG3. 1=c.Gi.t� Is, S4 x x le,-, x x ALL. INTERIOR DOORS TO BE HOLLOW CORE 13/8' TWK U.N.O. (SEE PLAN FOR SIZE) Boh .SIZE & TY 2668 = 2'-&" WIDE X h'-8' W161 I WC. : HOLLOW CORE WARD WARDROBE SIZE & Tym 5046 = S'-V' WIDE X 4'-Cv' WI SL. : VINYL SLIDER MOOR PUN KRYNw'w SQUARE OOTAGE 1. WARDROME SHELF ANC (1) POLE PROPOSED SQUARE FOOTAGE PER UNIT: 2. SEPERATION WALL: MATCH EXISTING FRAMIW_% UNIT I (I BEDROOM) ,65(, sp. 3. LINE OF ttWALKWAY ABOVE UNIT 2 (2 BEDROOM) 138 S.F. 4. EXISTWsI 42" HICsH GUARDRAIL 2rmd FLOOR UNIT 3 t3 BEDROOM) 1Of�2 S F. S. Co. METAL.. STAIR STANT ION 0 1st FLOOR -I'-O' DRYWALL OF"ENING UNIT 4 (1 BEDROOM) 656 SF. UNIT 5 (1 BEDROOM) 656 S.F. UNIT 8 C2 5EPROOM3 138 SF. UNIT 1 (3 BEDROOM) 1002 S.F. UNIT S (I BEDROOM) 656 S.F. TOTAL LIVING PER BLD'G: 6,104 SF. .. [gel :4 IE -0- SURFACE MOUNTED CEILING LIGHT FIXTURE & 120V DUPLEX CONVENIENCE RECEPTACLE 120V DUPLEX CONVENIENCE RECEPTACLE, SWITCH CONTROLLED, j HOT 120V, GROUND FAULT CIRCUIT -INTERRUPTER (GFCI) DUPLEX CONVENIENCE. RECEPTACLE -w SINGLE POLE LIGHT SWITCH -+' THREE—WAY LIGHT SWITCH JA PH. TELEPHONE JACK E TV TELEVISION ANTENNA l CABLE JACK WALL NEATER SCALI=: 1/4' : V-0" EXISTING WALL TO REMAIN NEW 2X STUD CONSTRUCTION C4 HOR ST. EXIST. HOR immm,t"►ll� A 2 V3. XI87. NpR _EXIST. HDR i 1BEDROC,iM 1j BEDROOM 2 w Y t i ! Y , v Y t .nnanirte NON- BEARING n z QL WALLS © QL 2 �E AIM 31 4 t,r , f1 V CV }�HN �jj C4 X b l' .r/' 1 o EXIST. HOR 4 X (p 141:)R 4 X 6 HOR 2 i d L=rt -0 " 3 L=4 -6N -- C� X EXIST. 2! X s RIDGE e EXIST. HPR I DININIG EXIST. HI�R X43-cy PARTIAL CEILING AND ROOF FRAMING PLAN A HDR 3 3. 2 EXIST. HD EXIST. HDR EXI$t. HDR EXIST. MDR I BATH LB !BEDR00 4 X Po HDR P,ITC"H:,---1il o 9, EXIST. 18 it =__ _.c KITC[K-ITC-HENI I TIC ih F3EARING Q IV WALLS -LIVING R � .... m [BEDROOt-vi 3 X C14tL t C4 tL lu tL DINING EXIST. HOR 4 X 12 HOR 4 X 12 HOR EXIST. HDR EXIST. HDR /0\ f__� I L=41-61 -----------------------_---7---_------_-- —------------------------------------- =�= T==� f f I f f � f f � !� 2 f I 1 f 1 f NA 3. f o _ L �; _ 1L.1.....;,. PA IAL SECOND FLOOR FRAMING PLAN SCALE: 1/4° = 1'-O" - UP n R,,3 010, r -- - 1BED GGM] I. iv1t1G RoC,\m SIMILAR PANEL SCHEDULE Nth. MAT 1,4L FASTENING LE '1/6' STUCCO OVER APPROVED LATH 16 GA.S STAPLES �AO.C. a TOP AND D. 50TEa2 -DILATES, lao P.Lr-_ (5LOCK ALL EDGES EDGE 3/S' WOOD STRUCTURAL PANEL 86 COMMON NAILS 6 6" O.C. 0 EDGES, 12" O.C_ a FIELD 260 P.L.F. L ' " (BLOCK ALL EDGES) LATERAL SHEAR NOTES (ISSI U5r{ SEISMIC ,ZONES 3 4 4) FRAMING MEMIBER5 TO 5E DOUGLA5-FIR LARCH 16" O.C. A. WOOD STRUCTURAL PANEL MATERIAL APPROVED 13Y APA, PFS/TECO OR PITTSWRGH TESTING LABORATORIES (THIS INCLUDES 0615). THESE VALUES ARE FOR DOUGLAS-FIR LARCH OR SOUTHERN PINE, OTHER LUMMER SF"ECIES MAY DIFFER IN SHEAR CAPACITIES. 133. WHERE PLYWOOD 15 APPLIED ON BOTH SIDES OF MALL AND NAILING SPACING IS LESS THAN 6" O.C., PANEL JOINTS SHALL SE OFFSET TO FALL ON DIFFERENT FRAMING MEMi5ERS OR FRAMING SHALL BE 3X OR WIDER AND NAILS STAGGERD ON EA. SIDE. C. FOR ALLOLUAIBLE SHEAR VALUES GREATER THAN 35O P.Lr-., PROVIDE A MfN, OF A SINGLE 3X MEMI3ER a FOUNDATION SILL PLATES AND ALL FRAMING mEM55R5 RECEIVING EDGE NAILING FROM ABUTTING PANELS. NAILS SHALL 5E STAGGERD. PROVIDE 2X MEMIBERS OTHERWISE. D. 2"X2"X3/16" STEEL PLATE WASHERS ARE REQUIR=p ON EACH 501-T (Uf3C SECT. 1806.6.1) LEGEND EXISTING WALL TO REMAIN NEW 2X STUD CONSTRUCTION EXISTING 2 STORY FTG. I7FF'T PLATE U.I/ 5/8" DIA. A.FS.'s 6 12' O.C. MIN. ° ° 1-I'fiT16 -IC. Lt�C TUN 12' FROM ALL CORNERS POST PER PLAN om (18) 16d NAILS AND SPLICES Wl �" MIN °° EMBEDMENT f UNO.. E>CI ST. A.i3. OR REDHEAD CONC. SLAii °° s 1-1 RATIO iTW RAMSET W55810 COLD JOINT CONC. SLAE3 ER 13-I2 ° ° 5/S' D IA. THREADED OR ROD EMBEDED 1011 W/ a ' HILT) 5/5' KUJICBOLT TZ a ° SIMPSON "SET" EPDXY TIE � ° I f ER 4S W1 SPECIAL INSPECTION Q` 11 d 64 64 t a * 0tu �- d d d 4 { i 1 3/4" MIN I INSTALL IN ACCORDANCE Uj/ SIMPSON STRONG TIE RECOMENDATIONS. SPECIAL INSPECTION REQUIRED. IC50 OER 5219. TYPICAL. EXTERIOR SCALE 121HOL.DOWN NO SCALE � PARTIAL FOUNDATION PLAN SCALE: 1/4' = V-0' I TOP PLATE FIN FLOOR TOP PLATE FIN FLOOR ALT CONDITION 1. IX STARTER 5RD. a EXPOSED EAVES 2. ROOF SHEATHING 3. ROOF RAFTER 4, SIMP. 4 a 48' O.C. 5. TOF PLATE 6. EDGE NAILING 1. S11"'1P. ,435 tv 48" O.C. S. (3) Sd TOENAILS 0 EACH RAFTER lIN i 1. 2. 3. 4. 5. to. 8. 9_ EDGE NAILINCa S 11" P. A35 om 45" C.C. ALT. A35F LOCATION STUD WALL eLaCKING FLOOR J015T PLYWOOD FLR. SHEATHING D5L. Tat=' PLATE$ 1&d SOLE F'LATE NAILING A35 SPACING SAVE RAFT. SHEAR CONNECTION SCa�� 2 JOIST SHEAR CONNECTION NO SCALE L SECTIONA 3G,AL8= I,4' W m SECTION KEYNOTES 1. EXISTING CONCRETE FOOTING, 2 X PLATE AND ANCHOR 15OLTS, 2. EXISTING 2XIO FLOOR JOISTS 10 Ira' O.G. W>, PLYWOOD SHEATHING a! (VERIFY) 3. EXISTING 2X4 STUDS 0 16' O.G. 4, EXISTING 4211 HIGH METAL DECK GUARDRAIL. 5. EXISTING D5L. 2X4 TOP PLATE CANT. (v. EXISTING 2X6 CEILING JOISTS 6 16" O-C. -1. EXISTING 4 X WINDOW / DOOR HEADER. a. EXISTING INTERIOR FINISH. S. EXISTING EXTERIOR PLASTER. 10. EXISTING CANTILEVER DECK JOISTS a fro, O.C. 11. EXISTING 2X(v ROOF RAFTER6 6 24" O.C. W! ROOF SHEATWING al 12. EXISTING 2X8 PURLIN, 2X6 E5RACE AND KICK T3LOCKS. 13. EXISTING 2XS RIDGE I30AFV. 14. NOT USED. 15. NOT USED. 16. EXISTINGa FACIA 50ARD 1-1_ EXISTING INSULATION. 18, 2X4 STUDS a 16" Q.G. LU1 2 X 4 BALE PLATE ANQ 151-OCKINO � MID -HEIGHT. SEE STRUCT. NOTES. IS. 015L. 2X4 TOP PLATE CONT. 20. 4 X WINDOW I DOOR HEADER PER STRUGT. 21. 1/2" GYPSUM 5OARD. 22. EXTERIOR PLASTER. 4 LATH 0/ -150 FELT. SEE EXTERIOR ELEV. ELEVATION KEYNOTES A 1. REMOVE EXISTING WINDOW r DOOR ���0,� 2. PROPOSED WINDOW: SEE FLOOR PLAN FOR SIZE �{ ' 3. EXISTING EXTERIOR PLASTER. 4, NEW EXTERIOR PLASTER: MAT � � _ ©� saga COLOR AND TEXTURE 1 z z i i k E SCALE NOTED I . fi 5 1/2" Sa x 1/2" 'lilt..-. THK. PL. W/ 2-5/8" . •. DIAM. M1326 ,`t2u¢ P,G. hUA 1. THE DEPICTIONS OF ALL MISCELLANEOUS FABRICATED METAL PRODUCTS SHOWN HEREON ARE NOT INTENDED TO BE USED AS FABRICATION • SHOP DRAWINGS. THE METAL FABRICATOR SHALL BE RESPONSIBLE FOR ALL METAL FABRICATION DESIGNS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL CODES AND POLICIES AS WELL AS THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND ANY OTHER INDUSTRY STANDARDS, ALL METAL FABRICATION DESIGNS ARE TO BE SUBMITTED TO AND APPROVED BY THE LOCAL BUILDING INSPECTION DEPARTMENT RESPONSIBLE FOR THE PROJECT PRIOR TO FABRICATION. ALL DIMENSIONS, DETAILS, ETC., SHOWN HEREON ARE INTENDED TO BE SCHEMATIC AND THE DESIGN IS TO BE VERIFIED WITH ALL AFFECTED SUBCONTRACTORS, FIELD CONDITIONS, AND THE REQUIREMENTS OF ALL GOVERNING AGENCIES AND FABRICATION STANDARDS. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH `SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.',AISC, CURRENT EDITION. STEEL TO CONFORM TO ASTM A-36. 2. ALL WELDING SHALT. BE PERFORMED BY CERTIFIED WELDERS, USING THE ELECTRIC SHIELDING PROCESS AND CONFORMING TO AWS SPECIFICATIONS. E70XX ELECTRODE. 3. ALL STRUCTURAL STEEL SHALL BE FABRICATED IN THE SHOP OF A LICENSED FABRICATOR AND SHOP DRAWINGS SHALL BE SUBMITTED TO E A40,1C. THROUGH THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION, STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE GENERAL CONTRACTOR AND OWNER FOR REVIEW PRIOR TO FABRICATION. ANY PROPOSED DEVIATION, ADDITION OR QUESTIONS SHALL BE NOTED CONSPICUOUSLY AND CLEARLY ON THE SHOP DRAWINGS. STEEL FABRICATOR SHALL FIELD CHECK ALL DIMENSIONS PRIOR TO ERECTION TO PROVIDE FOR A PROPER FIT, ALL FIELD WELDING EXCEPT MINOR AND TACK WELDING SHALL BE CONTINUOUSLY INSPECTED BY AN APPROVED WELDING INSPECTOR, ALL STEEL FABRICATORS SHALL BE CERTIFIED IN THE CITY OF L.A. CREDENTIALS TO BE PROVIDED TO THE CITY BUILDING INSPECTOR PRIOR TO ERECTING THE FABRICATED ITEMS. 4. USE 3/4' ROUND MACHINE BOLTS, 13/16` ROUND HOLES, FOR ALL CONNECTIONS, UNLESS OTHERWISE SHOWN. ALL BOLTS SHALL CONFORM TO ASTM A-307 FOR UNFINISHED BOLTS, EXCEPT WHERE SPECIFICALLY NOTED AS HIGH STRENGTH BOLTS WHICH SHALL CONFORM TO ASTM A-325 OR ASTM A-490. HI TENSILE BOLTS SHALL BE THE FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL, LACQUER, OR GALVANIZING BETWEEN THE CONTACT SURFACE, 5. ALL STEEL EXPOSED TO WEATHER SHALL: BE HOT -DIPPED GALVANIZED AFTER FABRICATION, 6. PIPE COLUMNS SHALL CONFORM TO ASTM A-53-8 (TYPE E OR S) 7. TUBE COLUMNS SHALL CONFORM TO ASTM A-501 OR A-500 GRADE B, B. WHERE FINISH IS ATTACKED TO STRUCTURAL STEEL PROVIDE 1/2' BOLT HOLES AT 4'-0' O/C FOR ATTACHMENT OF NAILERS. SEE ARCHITECTURAL DRAWINGS FOR FINISHES. (OR NELSON STUDS 1/2' X 3' CPL )f c smwGC'i 2'/e s 7 x3Ilb'` tw (2) 5/S" DIAM.M.B's w/ 11/Z"' EDGE DIST. TT'P, STU PC. (2) 50 DIAM. MJ / 1 1/2" +� Cl" ' "s u" EDGE DIST. TYP. 5*TL t .. . 2112*10 nee 'sw A , 114" SQ x 136A. HANDRAILS BOTH BIDES OF STAMIAY .11*" Sa x 13GA. ROIL$048"o- za All-Affi-, �1 I — 4- 5 1/2" x 3 1/2" x 1/4" x 5 1/2" w/ 5/8" DIAM. I M.B.'s 44/8" DIAM. x 5" LONG La06- SEE fNP. PLAN S"5& x''16't 'sn AIL 4_,LtY tit.=ao� Ir wwIl. 4 �4 " EHt 4R 12" LONCs A.B.'s � $EE rl-bYnl Pl.t+.a CMA49 EL S Pr—R. Pt. CwwM FLS PktL RkJ c-txw 2 . 1/2" DIAM. RED MEAD w/ MII141/2" El"IDEDMENT. OR 12" LONG AJB's 20" x 5" x 3Afol STEEL PLATE TA 1b _O%d oaf. REGE C_L06 t3 R.ISrci- TWAOS h4 AS 2411 50. x 12" T14< CONC. ' M r PAD w/ 2-04 EACH WAY. t .,! I r, X � + ♦ rM r w.w.r-w—� -- r- 361' 60. x 12" THK. ,•� •..•�•r. ^" CONC. PAD w13-"4 'r ,� .,...........�.. :.,�.,.""... EACH WAY. 4 ' L r ♦ E i t � Mlii v+ ... • .." wiw t 24" x 541' x 12" THIK. CONC. PAD w/ 1*4 9 12" a.c. EACH WAY. t Z« �S EE � �1•►`r op wm IT wl 1(i •4 '.1. —12 24" SO. x 12" THK. C:oNC. PAD w! 2-04 EACH WAY. .. ' 1.....' ...�'`'` "`_"""_• 241' x 4811 x 12" TNK. w " CONC. PAD w/ *4 -9 12" oz. EACH UJAY. � Ox 24" Sa x 12" THK CONC. PAD w/ 2-+4 EACH WAY No. Cj�'16340 v f •f4N ES11FUMNe d31X.7URAt DwAm 142/ALcmmm ME jw ANk CA OM ND. {T14} 281-1811 SO CE I FAX NQ. (714} 261-asoe SHEET NUMB�ER� ml