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HomeMy WebLinkAbout10148478.pdfall A A m 00 Q z 04 &47 Isom* Uj CL 2 < w CL 3: W 00L)o 0 W 0 a Al z mj Z OMNI* WWANO SHEET INDEX CONSULTANTS Iml STRUCTURAL ENGINEERE C COVER SHEET z 10 z ESI/FME, INC. G N GENERAL NOTES 1800 E. 1 6th STREET SANTA ANA, CA 92701 (714) 835, 2800 ���� ��A1.t1, SITE PLAN PROJECT DATA CONSTRUCTION DOCUMENTS A2ww FIRST & SECOND FLOOR ASmBUILT PLAN A2ml FIRST & SECOND FLOOR DEMOLITION PLAN A2m2 FIR'' SECOND FLOOR PLAOWNER CONTRACTORul ORANGE HOUSING & DEVELOPMENT CORP. A2m3 PARTIAL. IFOUNDATION & FRAMING PLANS�� �� r 414 CHAPMAN AVE. ORANGE, CA 92866 �.. _ (714) 771-1439 A .0 SECTION 1 EXTERIOR ELEVATIONS 10 0 17 or 'al �-z N DATE X NOTED SCALE f >rpvj A DRAW 1p)-44WO'j JOB IN10. Y' -AN C) G 0/v SHEET IOW ECEIVE V 9W BMW 6 01 City of Santa Any ti P GaNERAL NOTES 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 AD 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 C$NSULTANTS. CONTENTS: DIVISION NO. TITLE 1. GENERAL REQUIREMENTS 2. SITE WORK 3. CONCRETE 4. MASONRY 5. METALS 6. WOOD & PLASTIC 7. THERMAL & MOISTURE PROTECTION S. DOORS & WINDOWS 9. FINISHES 10. SPECIALITIES 11. EQUIPMENT 12. FURNISHINGS 13. SPECIAL CONSRUCTION 14. CONVEYING EQUIPMENT 15. MECHANICAL 16. ELECTRICAL DIVISION I - 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. B. 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 STRUCTURAL 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 -HEARING WALLS: APPROVED SHOT PINS WITH CADMIUM WASHERS AT 3'-0" O.C. MAXIMUM (}" DIA. X 3") 6" FROM END OF PLATE. B. EXTERIOR NON -BEARING WALLS: 5j6"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 (r 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". 6. 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. 8. REFER TO CIVIL ENGINEERS PRECISE GRADING PLANS FOR LOCATION OF DEEPENED FOOTING. DIVISION 4 - MASONRY 1. ALL MASONRY VENEER AND ITS APPLICATION SHALL CONFORM TO THE REQUIREMENTS OF UBC 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 $ -"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 13E 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 NAILS TO BE GALVANIZED. S. 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 2302A 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 706. G. PROVIDE CROSS VENTILATION AT ATTIC AND ENCLOSE RAFTER JOISTS SPACES EQUAL TO j OF AREA TO BE VENTILATED OR sh PROVIDED THAT 509 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 7 - 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 N0.14-1 FOR KRAFT WATERPROOF BUILDING PAPER OR FOR ASPHALT SATURATED RAG FELT AS LISTED IN U.B.C. CHAPTER 35, PART It. 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 13E 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 8 - DOORS & 'IA11NDOW8 1. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE BEAD, 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 It 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 11 PRODUCTS. DIVISION 8 - DOORS +A 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. 8. 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. D. EXPOSED GALVANIZED SHEET METAL SHALL BE PAINTED. PREPAINT 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 TIES 1. FACTORY BUILT METAL FIREPLACES SHALL BE LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE 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 1 - EQUIPMENT 1. VERIFY ALL DIMENSIONS SHOWN ON THE PLANS BY TAKING FIELD MEASUREMENTS. PROPER FIT AND ATTACHMENT OF ALL PARTS IS REQUIRED. DIVISION 12 - 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. B. 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 OEADBOLT SHALL HAVE A MINIMUM THROW OF r. G. WOOD FLUSH TYPE DOORS SHALL BE 1--j" THICK MIN. WITH SOLID CORE CONSTRUCTION. H. HOLLOW CORE DOORS OR DOORS LESS THAN 1-j" 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 15 w 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'EVENTER 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 APPUCABLE 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 200 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. 6. 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 (B). 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 1-4" X 1.6 GA STRAP WITH I" 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. 8. ALL RECEPTACLES SHALL BE GROUNDED TYPE. 9. INSTALL EXTERIOR LIGHT FIXTURES AT 78" 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. EDITION COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. 15. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION PER NBHC 15.32.015, 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. DIVISION 14 - CONVEYING SYSTEMS NOT INCLUDED IN THESE NOTES 4 !Nl u s ;d REVISION DATE SCALE NOTED DRAWN j" pro. SHRET a NOR I iffimlAWA IM-m Pil El lvu �. . f e . i .M�..ir f i iAXYIPMr..r.lrrl f . I i 6 r t • .. ,.�• AQ { 1 i ! I #�YIr.Y1r- `.. .. - T i°. iy`.`f 4'�.ui �i .Irr • .y,�:,, •+.•.�. J�'t"'". �:� :�'s,f'M _ s �.•• • ;I� � .'i. '�.f•�d1• • mow. • � 1 •� x • • � .f •�• f't 1 ya. • • ^ »4-. ' . "i.�..r0� 4 •'t, f! ~ f� �..fry..+r!f. ' «• , e: ' .f�..r , . `.' .t r,� . . . r y PROJECT ADDRESS: 1101 MINNIE STREET SANTA ANA, CA ZONE: R--3 SITE AREA: 6,604 S.E. NUMBER OF UNITS: EXISTING: 10 PROPOSED 8 PARKING REQUIRED: 27.5 PARKING PROVIDED: 11 UNCOVERED BUILDING COVERAGE: 3,122 S.F. PARKING/DRIVE COVERAGE: 1,040 S.F. OPEN SPACE: 2,442 LEGAL DESCRIPTION: LOT #'I5 — BLOCK 25`1 -- TRACT 2437 COUNTY OF ORANGE, STATE OF CALIFORNIA, RECORDED IN ACCESSOR'S MAP BOOK 11, PAGE 25 ASSESSOR'S PARCEL NUMBER: 011—•257-15 BUILDI AREA PARKING -0 LATIONS TYPICAL UNIT DESCRIPTION: NO. OF STORIES TWO (2) EXISTING SQUARE FOOTAGE PER UNIT: UNIT 1 (1 BEDROOM) 656 S.F. UNIT 2 (1 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 (1 BEDROOM) 580 S.F. UNIT 8 (1 BEDROOM) 580 S.F. UNIT 9 ((1 BEDROOM 580 S.F. UNIT 1t7t1 BEDROOM 656 S.F. TOTAL LIVING PER BLDG.- 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. VICINITY UNIT 5 (1 BEDROOM) 656 S.F. UNIT 6 (2 BEDROOM) 738 S.F. UNIT 7 (3 BEDROOM) 1002 S.F. UNIT 8 (1 BED006m) 656 S.F. TOTAL LIMING PER BLD'G: 6,144 S.F. wA REQUIRED PARKING CALCULATIONS SITES UNIT 1 (1 BEDROOM) 2 SPACES' UNIT 2 (2 BEDROOM) 3 SPACES .� UNIT 3 (3 BEDROOM) 4 SPACES tsi UNIT 4 (1 BEDROOM) 2 SPACES jw� - Q UNIT 5 0 BEDROOM) 2 SPACE UNIT 6 (2 BEDROOM) 3 SPACES v z "N UNIT 7 0 BEDROOM) 4 SPACES Q � UNIT 8 (1 BEDROOM) 2 SPACES 22 SPACES NO SCALE 25% OF REQUIPREQUIREMENTS D PARK NGNTS 5.5 SPACES M F ADE vI*. TOTAL REQUIRED 27,5 SPACES THIS PROJECT SHALL OCCUPANCY / TYPE CONSTs COMPLY WITH: GBC 2601 GENERAL PLAN DESIGNATION CPC 200! 'TITLE 24 LOW DENSITY RESIDENTIAL CEC 2641 LR--7 U FC 2001 CMC -zool TYPE OF CONSTRUCTION; V-N SITE PLAN IE' "1 WES LEGEND L tNPICATES 1UILDING AD3OASSS 2. INDICATES LOt NUMSER { 1NJ ICATES i31,11!~}aENCx Al 1 ss 3. INDICATES f4WP: LINE 4. LANDSCAPE AMA INDICATES B UILDINCs ADDRESS S. EXIST, CtrFM AND SIDEWALK INDICATES f+ARKING SPACE � 6, ADJ. EXISTING STRUCTURES 1 i510--9 't- TRASN ENCLOSUW _ S. EXISTING PARKING SPACES 10. EXISTING 61-V HIGW METAL. PENCE (AND GATE) INC+tCAT PET7ESTRIAN T� AWA - S*IC9 PAWING � RC it. EXISTIt�tts HIG H GH PEl2i1�WER PENCE A �A 12. EXISTING 4'-W PIG44 METAL. PENCE 4 GATE No. A , 16340 s' OF HEY Ej PIAN,tf �y ~— SCALE: 1 -20 5 3 PH. IBEDROOMI 190-off 191-oll e_ 8'-Otj7��fi W-O's W-O" I 1 1-0" 81-051 1 I -Olt e--%.- BA CI] ul) PH. �_\ I BED 4 KO 0 M � �� q II iI I� / �x c I .I.C.1 [walec*1 W.W 1 db qp .4 qp TV wi ; KIT KIT TV 00 q P 0 o DINING] 0 0 LIVING ROOM LIVING ROOM dh UNIT 1 0 FIRST F UNIT 2 0 FIRST FLR. NIT 3 -0 FIRST FLR. UNIT 6 6 SECOND FLR. UNIT 7 o SECOND FLR. UNIT 8 0 SECOND FLR. IDINING IDINING1 I LIVING R-00 db i I L db UPS IDS 11R 190-3s, PH. FBEDR.010M.1 : A L 0, ae t 4 r';Ift PH. 00-- PH. IBEDk,O Iv1 FBEDRO-OMI TV 00 DINI 0 n r-T- LIVING ROOM 11 0 0 UNIT 4 0 FIRST FLR. [UNIir 5 0 FIRST FLR. i N, UNIT 9 0 SECOND FLR]. 10 0 SECOND FLR. IDINING I 1-1 1 LIVING ROO J- --- ------------------------ I - - - 40V ----------------------- ---- ------------------------ It DOWN 11 11 DOW is R It Is P_ e2rid II 42nd UP is- RE IB lot T I ia$—gpo I", I LAUNDRY I 0 FIRST FLOOR ONLY 99-300 1- lo'-O" i at-3st FIRST AND SECOND A'' =BUILT FLOOR PLAN SCALE: 114" - V-0` ELECTRICAL SYMBOLS FLOOR PLAN KEYNOTES SQUARE FOOTAGE I NOT USED EXISTING SQUARE FOOTAGE I=r=A UNIT: SURFACE MOUNTED CEILING LIGHT FIXTURE 2 NOT USED UNIT I (] BEDROOM) ro 5 ro S.F. 3 LINE Or- WALKWAY A5OVF_ UNIT 2 (1 SEDROOM) 580 S.F. 120V DUPLEX CONVENIENCE RECEPTACLE 4 r=XISTING 42" HIGH GUARDRAIL 0 2nd FLOOR UNIT 3 (1 BEDROOM) 580 S.F. 120V DUPLEX CONVENIENCE RECEPTACLE. SWITCH CONTROLLED, i HOT 5 METAL. STAIR STANTION 1st FLOOR 5 METAL. STAID? STANTION let FLOOR UNIT 4 (1 SEDROOM) 5150 S.F. EF 12OV, GROUND FAULT CIRCUIT- INTERRUPTER (GFCI) DUPLEX CONVENIENCE RECEPTACLE UNIT' 5 (1 IUEDROOM) 656 SP. UNIT 6 (1 51EPROOM) ro 5 & S.F. SINGLE POLE LIGHT SWITCH UNIT 5.50 S.F. UNIT 6 (1 BEDROOM) 580 SP. FA PH. TELEPHONE JACK UNIT 15 (1 15FEDROOM) 500 S.F. TV TELEVISION ANTENNA / CABLE JACK UNIT 10 (1 BEDROOM? 656 S.F. TOTAL LIVING FrER 113LD'G: rv,104�F. WALL HEATER ELECTRICAL SUB -PANEL I 2 0 -9 ARC y, G No. 3 0 0 30, 0 • DATE SCALE NOTED DRAM - I JOB NO. (ob2.'f-_ SHEET A2 19r-o" 11,-o» L at-0 It [Omni j NEI N ItJ �10-1211! !1 it 'il{91'. I . C. it 1 DINING KITCHEN n P F UNIT '1 0 FIRST FLR. UNIT" 6 o SECOND FLR. LIVING ROO -- - ----- _ -_---- - ----- _ --- -- _- -- -- -- --- - --- - -- --- ---- -- --- ----- --- - --- - -- - ---- -- - -__- - ---- -- --- 19r_�rr 1�r�nn 1�r-�rr 19 - ----- ----- U 11'-0" g'...p" t 1'-iI" 8s-011 8,-orn 1 1'_ �" I t—Olt 8$-hfa ff "Mal `� I it i� it I# tA� I.L/r II �� V11.I.C. Fw rl.cj 1t TA tl�Vs �J �I IZ7 I I I 1 I Z � I� b 11 IwI I I! w W 70LE-i 1-��I0his -- ► o¢�`� ►11 In c I IT N NIDINING1 op I I It I 17i o I 1 00. Can _ � i � I I � I I I I[LIVING R�OC}M LIVING �(JOM _.�.— ��LIVING R�C�M � , I ,_ 71 UNIT 2 CAD FIRST FLR, UNIT 3 0 FIRST FLR. �I'�II"�" 4 0 FIRST FLR. FUNIT � 0 FIRST FLR- 11 IN moo IUNIT INIT 7 0 SECOPJD FLR. UNIT 8 o SECOND FLR. UNIT $ @ SECOND FLR. UNIT 10 0 SECOND FLR. DINING 11 DINING f DINING �r-------------- --_ -_ -__-_ ---------_--T --------- .�__--_-.�---_-_-..._=--_T---------------- ________-_______T s� �I Dow,DOU N 1 I I 18 p- t8 R !! t +r2nd o2nd El UP t�S R 0 tat 18`-9rr 19'-31, 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 UISCREPANCISS BETWEEN FIELD CONDITIONS AND THESE FLANS. DEMOLITION PLAN NOTES THIS DEMOLITION PLAN IS INTENDED TO ESE USED C. REMOVE AL I- MECHANICAL ;«'.7UCTWORC WHICH WILL SE AFFECTED E5Y THE DEMOLITION AND NEW WOW, AS A GUIDE IN ACCOMODATING THE NEW WORK THE CONTRACTOR SHALL FULLY INVESTIGATE THE CAP ALL DUCTS AT AN APPROPRIATE LOCATION. SITE AND BUILDING TO VERIFY THE EXISTING: CON%- �,. CAP OR RELOCATE ALL UTILITIES AND SERVICES ITIONS TO VERIFY ITEMS TO BE REMOVED OR RE- AT AN APPROPRIATE LOCATION. LOCATED WHICH ARE NOT SWOWN HEREIN. E. ALL DEMOLISWED ITEMS ARE TO ESE REMOVED FROM THE SITE AND DEPOSITED AT A COUNTY OR CITY A. ALL PLUMEy1NCs t"lXTURES AND i�CITCHEN ,4PPLIAN- APPROVED DUMP SITE. CES SHALL BE REMOVED AND SAVED FOR OWNER. F. THE CONTRACTOR AND OR STRUCTURAL ENGINEER E3. REMOVE ALL AFFECTED ELECTRICAL OUTLETS AND SWALL DESIGN AND ERECT AI_#.- NECESSARY SHORING LIGHT FIXTURES WNiGH ARE MOUNTED ON WALLS SYSTEMS TO PROPERLY PROTECT THE STRUCTURE AND CEILINGS NOT SHOWN ON PLAN. WORKERS DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. 18r-9r, ro I! --: 4 1 k 1k D11 i 1 NOT USED 2 NOT USED 3 LINE OF WALKWAY .ASUVE 4 EXISTING 42" NIGH GUARDRAIL is 2nd I-LOOR 5 METAL STAIR STANTION * let FLOOR S ALL WATER, WASTE AND CAS LINES TO BE CAPPED PROMRLY CAPPED OFF WITHIN WALL OR CEILING. LIVBNG ROOM j � M 95 305 1 19r-3'r LEGEND EXI5TING STUD WALL TO REMAIN EXISTING WINDOW TO REMAIN EXISTING DOOR TO REMAIN EXISTING STUD WALL TO 5E REMOVED _ — EXISTING WINDOW TO BE REMOVED I1 EXISTING: DOOR TO I3E REMOVED II OR RELOCATED u cq 0 1 in fn REVISION DATE SCALE NOTED DRAWN JAB NO. (00 Z.+ SHEET" I� �tp�J�'•�ii� t p I9'-�'i' -. I53t•0i i`i. i„(�tj' ig��,�: I�it„�,, f ALL INTERIOR DOORS TO BE HOLLOW Cat"' 1 3/8' TWK_ U.N.O. (SEE PLAIN FOR SIZE). DOOR. SIZE & TEE 2669 = 2'-fr' WIDE X 6`-$ HIGH HC. : HOLLOW CORE WARD : UJARDROEe `NK " WI :SIZE & TYPE 5046 = 5'-0' WIDE X 4'-Co' HICK-- - -r- SL. : VINYL SLIDER-_61mcriZ__r�"6 Diu /s CPLANKEf��Admm SQU ARE FOOTAGE 1. WAROROMe SHELF AND (1) POLE FIROPaSED SQUARE FaaTACBE PER UNIT: 2. SS ERA'i'ION WALL: MATCH EXISTING: FRAMINC'x UNIT 1 CI 5EDROOM) r►E(r S.F. 3. LINE OF tiJALKWAY A150VE UNIT 2 (2 5EDROOM) �38 SF. 4 EXISTING �42' Hi�H GUARDRAIL a 2rtd FLOOR UNIT � t3 5EDROOM) I0(d2 SF. 5. METAL STAIR STANTIaN 0 1st FLOOR UNIT 4 (1 �3E�7R4aM) 65�, S.F. �,w 't'-0' DRYWALL OPENING UNIT 5 (1 15EDR4OM) &56 S.F. UNIT & (2 5F-DROOM) 135 SF. UNIT 1 (3 BEDROOM) IM2 S.F. UNIT S (I ISEDROOM) ro5ro 6r_. TOTAL LIVING PER 5LD'C: 6,104 SP. E I ICAL SYM13OLS LEGEND - } SURFACE MOUNTED CEILING LIGHT FIXTURE EXISTIWx WALL TO REMAIN 120V DUPLEX CONVENIENCE RECEPTACLE NEW 2X STUD CONSTRUCTION 12OV DUPLEX CONVENIENCE RECEPTACLE, SWITCH CONTROLLED, j HOT120V, � � , d u n t � G? rrw.� c�p� fr► vs %~ GROUND FAULT DUPLEX CONVENIENCE RECEPTACLE' IICIRCUIT—INTERRUPTER �GfCI} �flJ e jq,,z '/ �-' filt. cs��cii c� � SINGLE POLE LIGHT SWITCH t tija I t ,'e� - ' THREE—WAY LIGHT SWITCH F4 PH. TELEPHONE JACK TV TELEVISION ANTENNA ;/ CABLE JACK WALL HEATER ri ® ELECTRICAL SUB —PAN ARCly o. 16346 G r=. i 00 i i oz 00 i II M � � r 0 E� REVISION WA > psi '" Z IA 0 0 f r - SCALE NOTED �I. I 3 A 2 1 EXIST, 3. HI�I~2 EXIST. HDR EXIST. HDR XIST. HDR EXIST. HDR � 1 I BATF [ , 2AT C4 .� 1 x F* Lu f lU jj HDR I X �EXIST. 2' X a RID E BOAnKT=H� TC AG Z �" NON z WAAL51NCs LIVING R u U- lu _ I uM 2 1BEDROOM 31 �. x xa 1 x 0 0 EXIST. HDR 4 X 6 14OR 4 X rca HDR EXIST. HDR EXIST. HDR A L = �!»rap L 5PN-two r�c�a A left 3. PARTIAL. CEILI 0 AND ROOF FRAMING PLAN r L=4'-60 3. ■ SCALE:PARTIAL SECOND FLOOR FRAMING PLAN , 0 R I, ED R s 0 M 6'.11-6..F',-, �/1117; A, lu-lq- NO. MATERIAL F,�STgN INCH CH9112 L E 1j *,AFT. (15LOCK ALL EDGES) EDGE$ OF SWEAR. WALL AND FIELD. (TABLE 25-I U5C) 3/5' WOOD STRUCTURAL PANEL ad COMMON NAILS 6 6" O.C. a EOGES, 12" C.G_ -0 FIELD 260 P.L.F. �---� (BLOCK ALL EDGES) LATERAL SHEAR NOTES ri99l uacr SEISMIC ZONES 3 4 4) FRAMING MEMBERS TO BE DOUGI-AS-FIR LARCH 0 Ida" O.G. A. WOOD STRUCTURAL PANEL MATERIAL APPROVED 15Y APA, PFS/TECO OR PITTSBURGH TESTING LABORATORIES (TH15 INCLUDES 0515). THESE VALUE-5 ARE FOR DOUGLAS-FIR LARCH OR SOUTHISERN DINE, OTC IFER LUMk3ER Si=ECIES MAY DIFFER IN SHEAR CAPACITIES. 15. WHERE PLYWOOD 15 APPLIED ON 50TH SIDES OF WALL AND NAILING SPACING I5 LESS THAN 6" O.G., PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3X OR WIDER AND NAILS STAGGERD ON EA. SIDE. C. FOR ALLOWABLE SMEAR VALUES GREATER THAN 350 P L F, PROVIDE A MIN, OF A SINGLE 3X MEMSER * FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS. NAILS SHALL BE STAG6ERD. PROVIDE 2X MEMBERS OTHERUSE. D. 2"X2"X3/Ir©" STEEL PLATE WASHERS ARE REQUIRED ON EACH 501-T (U5C SECT. 189Yo.rc.i) I q *14N 11k EXISTING WALL TO REMAIN NEW 2X STUD CON5TRUCTION EXISTING 2 STORY FTC. DFPT PLATE W/ 5/V D IA. A.B.`s 6 '12' O.C. MIN. 12' FROM ALL CORNERS AND SPLICES WI 1" MIN EMMEDMENT (UNO). GONG. SLAM M ° Ll=-R 4cJ 77\,� sEXIS�A. 5. ©OR REDHEAD 1-1 ITW RAM65T 11155870 ER 1312 OR PILTI 5r8" KWICI5OLT Ig WTTIt FIOLDOWN POST PER PLAN 00 (IS) 166 NAILS CONC. SLA1.3 ao aa COLD JOINT— -----I 00 5/5' PIA. THREADED ROD EMSEDED 10, w/ 4 ° SIMPSON "SET" EPDXY TIE LU/ SPECIAL INSPECTION d 4 76 - ji 1 3/4" MIN INSTALL IN ACCCRDANGE W/ SIMPSON STRONG TIE RECOMENDATIONS. SPECIAL INSPECTION REQUIRED. IC50 *ER 52113. NO EPCALr= 16`4 Jlofl R 4-A 14--AID ",;a e-WWNFl HOLDOWN EPDXY EPDXY ♦ %a i o it Uj i LLJ LU '4 4 rIr REVISION LU i NJ l 0(b i owns oft main cc I cc C) IU6 0 Z 005 Ic II s r i SHGET 2m3 a c Tc7P PLATI FIN FLOOR TOP PLATI cr1 i FIN FLOOR r 1. 1X STARTER 5RD. e EXPOSED EAVES 2. ROOF SHEATHING 3. ROOF RAFTER 4. SI fP. HI a 48" O.C. 5. TOP PLATE 6. EDGE NAILING 1. SIMP. A35 6 48" O.C. S. (3) Sd TOENAILS EACH RAFTER 1 1_ EC*%E NAILING 2. 8IMP. A35 a 48" O.C. 3. ALT. A35F LOCATION 4. STUD WALL. 5. 5LOCKING ro. FLOOR JOIST 1. PLYWO00 FLR. SHEATHING S. DEL. TOP PLATES 9. I&d SCALE PLATE NAILING A35 SPACING .try 2 �3y �G+. .3 16 "O.C. A SAVE RAFT. SHEAR CONWECTION "�°ALE 121 JOIST SHEAR CONNECTION NO SCALE � 1 il SECTION A .0CALE: 1/4' :: I'S' SECTION KEYNOTES 1. EXISTING CONCRETE FOOTING, 2 X PLATE AND ANCHOR 5OLTS, 2. EXISTING 2XIC FLOOR JOISTS a 16" O.G. WI PLYWOOD SHEATHING O! (VERIFY) 3. EXISTING 2X4 STUDS a 16" O.C. 4. EXISTING 42" HIGH METAL PECK GUARDRAIL. 5. EXISTING D15L. 2X4 TOP PLATE CONT. to_ EXISTING 2X6 GEILINGs JOISTS a Ito" O.C. 'I. EXISTING 4 X WINDOW 1 DOOR HEADER. 8. EXISTING INTERIOR FINISH. 3. EXISTING EXTERIOR PLASTER. 10. EXISTING CANTILEVER DECK JOISTS a ro " O.C. I1. EXISTING 2X6 ROOF RAFTERS a 24" O.C. W1 ROOF SHEATHING O! 12. EXISTING 2X8 PURLIN, 2X& 5RACE AND KICK 5LOCKS. 13. EXISTING 2X8 RIDGE eOARD. 14. NOT USED. 15. NOT USED. 16. EXISTING FACIA 50ARD 11_ EXISTING INSULATION. 18. 2X4 STUDS 0 Iro " O.C. W! 2 X 4 SOLE PLATE AND 5LOCKING 6 MID -HEIGHT. SEE STRUGT. NOTES. 19- D5L. 2X4 TOP PLATE CONT. 20. 4 X WINDOW 1 DOOR HEADED? PER STRUCT. 21. 1/2" GYPSUM 50ARD. 22, EXTERIOR PLASTER 4 LATH O! '15* FELT. SEE EXTERIOR ELEV. TYPICAL FRONT ELEVATION SC,,,,,.E: 1/4t ELEVATION KEYNOTES 1. REMOVE EXISTING WINDOW / DOOR 2. PROPOSED WINDOW: SEE FLOOR PLAN FOR SIZE 3. EXISTING EXTERIOR PLASTER. 4. NEW EXTERIOR PLASTER: MATCH EXISTING COLOR AND TEXTURE 13 LINE EVIE1 ESI / FME Reviewed Th Sizes and ( in Calcul Dimensions are the R AS NOTED al Engineers Has swings For Member ions as Reflected )nly. Review Of in -Structural Items fbillty of Others. � �U A i l CIj/`�, Ncr. 1 �34C} N���° A • #LU • A REVISION 1 1 J IYAN s i i i A i