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HomeMy WebLinkAboutHOLD - 1511 & 1513 S Birch St - PlanPROPERTY DATA ADDRESS:1511 S. BIRCH ST. SANTA ANA, CA 92707 APN:013-182-06 LEGAL DESCRIPTION:TRACT NO 531 LOTS 49/50 BLK C ZONE:R1 (SINGLE FAMILY RESIDENTIAL) LOT SIZE:6,000 SF (E) BUILDING AREA: (E) 1-STORY SFR 1,121 SF (E) FRONT PORCH 70 SF (E) REAR PATIO COVER 148 SF (E) GARAGE 373 SF (E) PERGOLA - (N) GARAGE ADDITION (TO BE LEGALIZED) 249 SF (N) REAR ATTACHED PATIO 160 SF TOTAL AREA LOT COVERAGE: 2,121/ 6,000 SF = .35 = 35% DWELLING UNITS:2OWNER INFORMATION OWNER: SILVIA TORRES ADDRESS: 1511 S. BIRCH ST. SANTA ANA, CA 92707 PHONE:(714) 925-3782 SCOPE OF WORK • CONVERT EXISTING DETACHED GARAGE AND REAR ADDITION INTO AN ADU • (TOTAL ADU SIZE 622 SF) • LEGALIZE A (249 SF) ADDITION ATTACHED TO GARAGE AND CONVERT TO ADU • LEGALIZE ATTACHED PATIO COVER (172 SF). • DEMOLISH EXISTING PERGOLA CONSTRUCTION NOTES 1. CONTRACTOR TO PROVIDE EXTERIOR GLAZED OPENINGS FOR NATURAL LIGHT EQUAL TO 1/10TH OF THE FLOOR AREA (10 SQ. FT MIN.) FOR FAMILY ROOM. 2. ALL ADDITIONAL ROOMS SHALL HAVE A MIN. OF 7’-6”CEILING HEIGHT (PER 2022 CRC) 3. CONTRACTOR TO PROVIDE SMOKE DETECTOR IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OF AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA AND IN EACH STORY OR BASEMENT AND IF SLEEPING ROOMS ARE AT AN UPPER LEVEL, PROVIDE A DETECTOR AT THE CEILING OF THE UPPER LEVEL IN CLOSE PROXIMITY TO THE STAIRWAY IF APPLICABLE (PER 2022 CRC). 4. MASTER BEDROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FROM EMERGENCY ESCAPE OR RESCUE WHICH SHALL OPEN DIRECTLY ONTO A PUBLIC STREET, PUBLIC ALLEY, YARD OR EXIT COURT. THE OPENING SHALL CONFORM TO THE FOLLOWING: a. MIN AREA = 5.7 SQ FT. b. 20”MIN WIDTH c. 24”MIN HEIGHT d. FINISH SILL AT 44”MAX ABOVE THE FLOOR e. SECURITY BARS/GRILLES MAY BE INSTALLED IF EQUIPPED WITH APPROVED RELEASED DEVICES OPERABLE WITHOUT THE USE OF A KEY OF SPECIAL KNOWLEDGE AND PROVIDED THE BUILDING EQUIPPED WITH SMOKE DETECTOR (PER 2022 CRC). 5. PER 2022 CRC: a. NOTCHING OF STUDS IN BEARING PARTITIONS SHALL NOT EXCEED 25% OF THE WIDTH. b. NOTCHING OF STUDS IN NONBEARING PARTITIONS SHALL NOT EXCEED 40% OF THE WIDTH. c. BORED HOLES IN STUD IN BEARING PARTITIONS SHALL NOT EXCEED 40% OF THE WIDTH. d. BORED HOLES IN THE STUDS IN NONBEARING PARTITIONS SHALL NOT EXCEED 60% OF THE WIDTH (UNLESS THE BORED STUDS ARE DOUBLE AND NO MORE THAN TWO SUCH SUCCESSIVE DOUBLE STUDS ARE SO BORED) e. BORE HOLES MAY NOT BE LOCATED NEARER THAN 5/8”TO THE EDGE OF THE STUD AND MAY NOT BE LOCATED IN THE SAME DIRECTION OF THE STUD AS A CUT OR NOTCH. 6. PURLINS SHALL NOT BE SMALLER THAN THE SUPPORTED RAFTERS. MAX SPAN OF 2X4 AND 2X6 PURLINS IS 4’-0”AND 6’-0” RESPECTIVELY. STUDS SHALL BE 2X4 MIN. 8-‘0”LONG MAX AND NOT LESS THAN 45 DEGREES FROM THE HORIZONTAL (PER 2022 CRC). 7. FOR ATTICS WITH A VERTICAL CLEAR HEIGHT OF 30”OR MORE, PROVIDE A READILY ACCESSIBLE ATTIC ACCESS OPENING IN THE CEILING. OPENING SHALL BE 22X30 MIN. AND HAVE 30”MIN HEAD ROOM (PER 2022 CRC). 8. CONTRACTOR TO PROVIDE VENTILATION FOR ATTIC SPACES AND ENCLOSE RAFTER SPACES. VENTILATION OPENINGS SHALL BE NOT LESS THAN 1/150 OF THE AREA VENTILATED. OPENINGS MAY BE REDUCED TO 1/300 IF 50% OF THE OPENING ARE IN THE UPPER PORTION OF THE SPACE AND AT LEAST 3’-0”ABOVE THE EAVES. CORROSION RESISTANT MESH WITH ¼”MAX OPENING IS REQUIRED (PER 2022 CRC). 9. IN ACCORDANCE WITH THE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE AND CALIFORNIA CIVIL CODE SECTION 1101.1; ALL EXISTING RESIDENTIAL BUILDINGS UNDERGOING PERMITTED ALTERATION, ADDITIONS, OR IMPROVEMENTS SHALL REPLACE ALL NON-COMPLIANT PLUMBING FIXTURES WITH WATER CONSERVING PLUMBING FIXTURES PRIOR TO ANY PERMIT FINAL APPROVALS OR THE ISSUANCE OF CERTIFICATE OF OCCUPANCY UNLESS NOTED OTHERWISE. 10. WHERE THE PERMIT IS REQUIRED FOR ALTERATION, REPAIRS OR ADDITIONS EXCEEDING $1,000 EXISTING DWELLING THAT HAVE ATTACHED GARAGES OF FUEL-BURNING APPLIANCES SHALL BE PROVIDE WITH CARBON MONOXIDE ALARM(S) IN ACCORDANCE WITH CRC 315.1 EXCEPTIONS: HARD WIRING WITH BATTERY BACKUP INTERCONNECTION IS NOT REQUIRED WITHIN EXISTING DWELLING UNITS WHERE THERE IS NO COMMERCIAL POWER SUPPLY OR ANY ALTERATION OR REPAIRS DOES NOT RESULT IN THE REMOVAL OF WALL AND CEILING FINISHES OR THERE IS NO ACCESS BY MEANS OF ATTIC; BASEMENT OR CRAWL SPACE. 11. WHERE ALTERATIONS, REPAIR OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLING, SMOKE ALARMS LISTED IN ACCORDANCE WITH UL 217 SHALL BE INSTALLED A REQUIRED FOR NEW CONSTRUCTION. R314.3.1 EXCEPTION: HARD WIRING WITH BATTERY BACKUP AND INTERCONNECTIONS IS NOT REQUIRED WITHIN EXISTING DWELLING UNITS WHERE THERE IS NO COMMERCIAL POWER SUPPLY OR ANY ALTERATION OR REPAIR DOES NOT RESULT IN THE REMOVAL OF WALL AND CEILING FINISHES OR THERE IS NO ACCESS BY MEAN OF ATTIC; BASEMENT OR CRAWL SPACE. 12. ALL OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS, FAMILY ROOMS, DINING ROMS, LIVING ROOMS, PARLORS, DENS, LIBRARIES, SUN ROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED “COMBINES TYPE”ARC-FAULT CIRCUIT INTERRUPTED, INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT. 2022 CEC, 210.12(B). 13. IN ALL AREAS SPECIFIED IN CEC 210.52, ALL NEW 15 AND 20 AMPERE DWELLING UNIT RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. 2022 CEC 406.12 14. SEC 903.2.1 CRC ROOF FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THIS CODE AT ALL WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ALL ROOF OPENINGS AND PENETRATIONS, ALL METAL FLASHING SHALL BE CORROSION RESISTANT WITH THICKNESS OF NOT LESS THAN (0.019) INCHES (NO. 26 GAGE GALVANIZED SHEET METAL. 15. A RADIANT BARRIER IS REQUIRED (FOR CLIMATE ZONES 2-15). RADIANT BARRIERS SHALL MEET SPECIFIC ELIGIBILITY AND INSTALLATION CRITERIA TO RECEIVE ENERGY CREDIT FOR COMPLIANCE WITH THE BUILDING ENERGY EFFICIENCY STANDARDS FOR LOW-RISE RESIDENTIAL BUILDING. REFER TO RA4.2.1 THE EMITTANCE OF THE RADIANT BARRIER SHALL BE LESS THAN OR EQUAL TO 0.05 AS TESTED IN ACCORDANCE WITH ASTM C1371 OR ASTM E408. FOR PRESCRIPTIVE COMPLIANCE, THE ATTIC SHALL BE VENTILATED TO PROVIDE A MINIMUM FREE VENTILATION AREA OF NOT LESS THAN ONE SQ. FT. OF VENT AREA FOR EACH 300 SQ. FT. OF ATTIC FLOOR ARE WITH NO LESS THAN 30% UPPER VENT. RIDGE VENTS OR GABLE END VENTS ARE RECOMMENDED TO ACHIEVE THE BEST PERFORMANCE. THE MATERIAL SHOULD BE CUT TO ALLOW FOR FULL AIRFLOW TO THE VENTING. SITE PLAN LEGEND PROPERTY LINE (E) STRUCTURE (E) STRUCTURE TO BE MODIFIEDCMU WALL W/ FENCE ABOVE 6'-0" DECORATIVE IRON FENCE CMU BLOCK WALL VINYL FENCE (N) ADDITION SHEET FLOW @ MIN. 2% SLOPE SHEET FLOW NOTE: IMPERVIOUS IMPERVIOUS SURFACE SHALL BE SLOPED AWAY FROM THE BUILDING AT 2% MINIMUM SLOPE FOR A MINIMUM DISTANCE OF 10 FEET; LOT SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS; GRADE SHALL FALL 6” MINIMUM WITHIN THE FIRST 10 FT. –PER SECTION R401.3 CONSULTANTS STRUCTURAL ENGINEERING: FRANCISCO GARCIA, P.E. FJ ENGINEERING+DESIGN 600 W. MAIN ST. SUITE 207 ALHAMBRA, CA 91801 (626)548-3874 MECHANICAL ENGINEERING: LAWRENCE GORDON LRG DESIGNS P.O. BOX 47478 LOS ANGELES, CA 90047 (323)955-9827 DEFFERED SUBMITTALS • N/A UNDERGROUND SLEEVING FOR GAS LINE 1. CONDUIT SHALL BE SOLID AND NON-METALIC FOR 1-INCH THROUGH 4-INCH SIZE. 2. CONDUIT MUST BE A CONTINUOUS LENGTH, AND BENDS MUST BE GRADUAL. 3. IF INSTALLED IN SAME TRENCH AS ELECTRICAL LINES, CONDUITS MUST HAVE A MINIMUM SEPARATION EITHER VERTICALLY OR HORIZONTALLY OF 12 INCHES. 4. MINIMUM DEPTH SHALL BE 24 INCHES FROM FINAL GRADE. 5. CONDUIT SIZE SHALL BE AS FOLLOWS: 6. THE ENDS OF THE CONDUIT SHALL BE SEALED TO PREVENT ENTRY OF SOIL OR WATER. 7. CONDUIT SHALL BE TAG "GAS" UNDERGROUND. GAS SERVICE SIZE (INCHES) 5/8" 1-1/8" 1-1/4" 2" CONDUIT SIZE (INCHES) 1" SOLID / NON-METALLIC 2" SOLID / NON-METALLIC 3" SOLID / NON-METALLIC 4" SOLID / NON-METALLIC UNDERGROUND GAS-LINE LEGEND (E) CONC. DRIVEWAY (E) SINGLE- FAMILY RESIDENCE (1121 SF) (E) FRONT PORCH (E) CANOPY TO BE REMOVED AND REBUILT. (E) LANDSCAPE (E) POOL NOT A PART G (E) GAS METER (E) MAIN ELEC. PANEL BIRCH ST. (E) 3/4" WATER METER (V.I.F.) w (E) PARKWAY (E) SIDEWALK 50'-0" 12 0 ' - 0 " 6' - 0 " 4' - 0 " 20'-0" (E) REAR PATIO COVER (N) ADDITION (TO BE LEGALIZED) (249 SF) (E) PERGOLA TO BE REMOVED (E) CONC. PAVING (E) ELECT. SUBPANEL 3'-2" TO BE PARTIALLY DEMO. 5' - 0 " 18 ' - 8 " 4'-0" ADDRESS: 1511 (E) GARAGE TO BE CONVERTED TO AN ADU (373 SF) TOTAL ADU SIZE 622 SF (E) FENCE (E) GATE W/ ALARM DROWNING PREVENTION ITEMS: (E) FENCE & ALARM 1'-0" (E) CONC. DRIVEWAY (E) POOL G BIRCH ST. (E) 3/4" WATER METER (V.I.F.) w (E) PARKWAY (E) SIDEWALK 50'-0" 12 0 ' - 0 " (E) CONC. PAVING 6' - 0 " 4' - 0 " 20'-0" 6' - 0 " (E) SINGLE-FAMILY RESIDENCE (1121 SF) (E) FRONT PORCH NOT A PART (E) MAIN ELEC. PANEL (E) REAR PATIO COVER (N) PATIO COVER (N) ADDITION (TO BE LEGALIZED) (249 SF) (E) GARAGE TO BE CONVERTED TO AN ADU (373 SF) (E) ELECT. SUBPANEL (E) LANDSCAPE (E) GAS METER (E) FENCECLR. 5'-0" 13'-9" 11 ' - 8 " @ W A L L (E ) 5 ' - 0 " @ R O O F (E ) 3 ' - 9 " @ ROOF/WALL 4'-0" 18 ' - 7 " 13'-4 1/2" SL O P E 1511 S. BIRCH STREET SANTA ANA, CA 90727 1513 S. BIRCH STREET SANTA ANA, CA 90727 (E) GATE W/ ALARM DROWNING PREVENTION ITEMS: (E) FENCE & ALARM TOTAL ADU SIZE 622 SF 1'-0" ISSUED DATE: REVISIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE DRAFTER/DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE USED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. NO . D E S C R I P T I O N D A T E DRAFTER/DESIGNER: LUIS N OROZCO 562.661.9281 LUIS.OROZCO.A@LIVE.COM DATE: 11/19/2024 G101 COVER SHEET PR O P E R T Y O W N E R : S I L V I A T O R R E S 15 1 1 S . B I R C H S T . SA N T A A N A , C A 9 0 7 2 7 GA R A G E C O N V E R S I O N T O A N AC C E S S O R Y D W E L L I N G U N I T 09/10/2024 SHEET INDEXADU -GARAGE CONVERSION 1511 S. BIRCH ST., SANTA ANA, CA 90727 -SFR APPLICABLE CODES THIS PROJECT SHALL COMPLY WITH THE FOLLOWING: 2022 CALIFORNIA BUILDING CODE -TITLE 24, PART 2 2022 CALIFORNIA RESIDENTIAL CODE -TITLE 24, PART 2.5 2022 CALIFORNIA MECHANICAL CODE -TITLE 24, PART 4 2022 CALIFORNIA PLUMBING CODE -TITLE 24, PART 5 2022 CALIFORNIA ELECTRICAL CODE -TITLE 24, PART 3 2022 CALIFORNIA ENERGY CODE -TITLE 24, PART 6 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE - TITLE 24, PART 11 2022 ORANGE COUNTY FIRE CODE CITY OF SANTA ANA REGULATIONS AND ORDINANCES BUILDING DATA CONSTRUCTION TYPE: V-B -RESIDENTIAL PRESCRIPTIVE WOOD NUMBER OF STORIES/ HEIGHT: ONE STORY FIRE SPRINKLER SYSTEM: NONE EXISTING/ NONE REQUIRED BASEMENT: NO TYPE OF ROOF: ASPHALT COMPOSITION SHINGLES OCCUPANCY LOADS: ADU: R-3 OCCUPANCY (200 OCCUPANT LOAD) = 373/200= 2 OCCUPANTS CAL. GREEN BLDG. STANDARDS 1. ALL FINISH MATERIALS, SUCH AS ADHESIVES, SEALANTS, CAULKS, PAINTS, AEROSOLS PAINTS, COATING, CARPET SYSTEMS, RESILIENT FLOORING SYSTEMS AND COMPOSITE WOOD PRODUCTS SHALL CONFORM TO THE VOC. AND FORMALDEHYDE LIMITS SET FORTH IN SECTION 4.504.2. 4.504.3, 4.504.4, 4.504.5 AND TABLE 4.504.1, 4.504.2, 4.504.3 AND 4.504.5 (4.405.2 CGBSC) 2. BATHROOM EXHAUST FANS, A ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER COMBINATION, SHALL COMPLY WITH THE FOLLOWING. PROVIDE NOTES ON THE PLANS. (4.506.1 CGBSC) A) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. B) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, THE FAN MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80%. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO AN EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL (I.E. BUILT-IN). ASSESSOR'S MAP VICINITY MAP NORTH 01 - GENERAL G101 COVER SHEET G102 GENERAL NOTES G103 GENERAL NOTES G104 CALGREEN RESIDENTIAL MANDATORY MEASURES G105 CALGREEN RESIDENTIAL MANDATORY MEASURES 02 - ARCHITECTURAL A101 FLOOR PLANS A102 REFLECTED CEILING PLAN & ROOF PLAN A201 EXTERIOR ELEVATIONS A301 ENLARGED FLOOR PLANS & INTERIOR ELEVATIONS A401 WALL SECTIONS A501 DETAILS - CONSTRUCTION A502 DETAILS - CONSTRUCTION A503 DETAILS - TYP. CONSTRUCTION A601 SCHEDULES STRUCTURAL S-0 STRUCTURAL NOTES & SCHEDULES S-1 FOUNDATION PLA S-2 CEILING AND ROOF FRAMING PLANS SD-1 STRUCTURAL DETAILS T24 / CALGREEN T24 1 CERTIFICATE OF COMPLIANCE FORMS T24 2 CERTIFICATE OF COMPLIANCE FORMS T24 3 RESIDENTIAL MEASURES SUMMARY GRAND TOTAL: 21 1 P L A N N I N G 1 S T P C R E S U B M I T T A L 1 0 / 2 3 / 2 0 2 4 2 B U I L D I N G S U B M I T T A L 1 1 / 1 9 / 2 0 2 4 Scale:3/32" = 1'-0"1 SP - EXISTING Scale:3/32" = 1'-0"2 SP - PROPOSED NORTH NOTES: -ALL UTILITY CABLES OR WIRES BETWEEN THE PRIMARY RESIDENCE AND THE DETACHED ADU SHALL BE PLACED UNDERGROUND PER SECTION 41-626 OF THE SAMC -NO EASEMENTS LOCATED ON PROPERTY 1513 S. BIRCH ST., SANTA ANA, CA 90727 -ADU ADU / SFD = 622 SF/ 1121 SF = .55% THE ADU/SFD RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN SFR PERCENTAGE OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN SFR SF. MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN REVIEW AND APPROVAL. THE BUILDING AND SAFETY DIVISION PLAN REVIEW DOES NOT INCLUDE POTENTIAL ELECTRICAL, WATER, OR GAS REVISIONS REQUIRED BY ANY NON-CITY UTILITY COMPANY. IT IS SOLELY ON THE CONTRACTOR TO ENSURE PROPOSED ADDITION OR ALTERATION CAN AND WILL MEET UTILITY COMPANY REQUIREMENTS. MEP ARE SUBJECT TO BUILDING FIELD INSPECTION. Bldg #102122347 APPROVALS: PLNG - C. Santana BLDG - J, Lo POLICE - B. Martin PUBLIC WORKS - Y. Soto ISSUED DATE: REVISIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE DRAFTER/DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE USED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. NO . D E S C R I P T I O N D A T E DRAFTER/DESIGNER: LUIS N OROZCO 562.661.9281 LUIS.OROZCO.A@LIVE.COM DATE: G102 GENERAL NOTES PR O P E R T Y O W N E R : S I L V I A T O R R E S 15 1 1 S . B I R C H S T . SA N T A A N A , C A 9 0 7 2 7 GA R A G E C O N V E R S I O N T O A N AC C E S S O R Y D W E L L I N G U N I T 09/10/2024 GENERAL NOTES: 1) ALL MEASUREMENTS AND JOB CONDITIONS ARE SUBJECT TO VERIFICATION AND ANY DISCREPANCIES MUST BE CALLED ATTENTION TO THE DESIGNER IMMEDIATELY. 2) ANY ERRORS, AMBIGUITIES AND OMISSIONS IN DRAWINGS AND SPECIFICATIONS SHALL BE REPORTED TO DESIGNER FOR CORRECTIONS BEFORE ANY PART OF THE WORK IS STARTED. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN FAVOR OF THE CONTRACTOR/SUBCONTRACTOR AND/OR THE MANUFACTURER BY VIRTUE OF ERRORS, AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARATION OF BID ESTIMATE AND DIRECTED TO THE ATTENTION OF THE DESIGNER IN A TIMELY MANNER. 3) IF DUE TO THE NATURE OF MATERIAL OR METHOD OF CONSTRUCTION DETAILS AS SHOWN ON DRAWINGS OR SPECIFIED CANNOT BE SATISFACTORILY ACHIEVED, THE CONTRACTOR SHALL IMMEDIATELY ADVISE THE DESIGNER, IN WRITING, AND REQUEST AN ADJUSTMENT CONSIDERED NECESSARY FOR THE PROPER EXECUTION OF WORK. THIS REQUEST SHALL BE MADE BEFORE ANY MATERIAL IS ORDERED OR FABRICATED. ANY UNSATISFACTORY WORK THAT DEVELOPS DURING FABRICATION OR INSTALLATION SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 4) THE CONTRACTOR AND SUB-CONTRACTORS SHALL COORDINATE THEIR WORK WITH ADJACENT WORK AND SUB-CONTRACTORS AND COOPERATE WITH EACH OTHER SO AS TO FACILITATE GENERAL PROGRESS OF WORK. EACH TRADE SHALL AFFORD OTHER TRADES OTHER REASONABLE OPPORTUNITY FOR INSTALLATION OF THEIR WORK AND FOR STORAGE OF THEIR MATERIALS. THE CONTRACTOR SHALL COORDINATE ALL WORK AT THE SITE. 5) SHOULD THE DRAWINGS DISAGREE WITH THEMSELVES OR THE SPECIFICATIONS, THE BETTER QUALITY OR THE GREATEST QUANTITY OF WORK OR MATERIALS SHALL BE INCLUDED IN THE PROPOSAL, AND UNLESS OTHERWISE ORDERED BY THE DESIGNER, IN WRITING, SHALL BE PERFORMED OR FURNISHED. 6) ALL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE ORDINANCES AND REGULATIONS OF ALL PUBLIC AUTHORITIES BEARING THE PERFORMANCE OF THE WORK. 7) IF THE CONTRACT DOCUMENTS ARE AT VARIANCE WITH THE ABOVE, THE CONTRACTOR SHALL NOTIFY THE DESIGNER PRIOR TO THE PERFORMANCE OF SUCH WORK, AND ANY NECESSARY ADJUSTMENTS SHALL BE MADE BY APPROPRIATE MODIFICATION. 8) THE CONSTRUCTION DOCUMENTS ARE NOT TO BE REPRODUCED OR USED FOR ANY OTHER PURPOSE THAN ORIGINALLY INTENDED EXCEPT AS AUTHORIZED IN WRITING BY THE DESIGNER. 9) THE ABOVE NOTES ARE TO BE SUPERSEDED WHEN CONSTRUCTION DOCUMENTS ARE ACCOMPANIED BY "INSTRUCTIONS TO BIDDERS" AND/OR "GENERAL CONDITIONS". 10) THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND NOTIFY THE DESIGNER OF ANY DISCREPANCIES BEFORE COMMENCING WORK. 11) ALL FOOTINGS, NAILING, REINFORCING, ANCHOR BOLTS, STRAPS AND STRUCTURAL MEMBERS SHALL BE IN COMPLIANCE WITH THE UNIFORM BUILDING CODE (UBC), OTHER APPLICABLE CODES, AND AS SHOWN ON STRUCTURAL DRAWINGS. 12) THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR COMPLETION OF WORK EXCEPT AS PROVIDED BY OWNER AND AS OTHERWISE NOTED. 13) THE CONTRACTOR SHALL PROVIDE FOR ALL NECESSARY PERMITS AND INSPECTIONS, OTHER THAN THE PLAN CHECK AND BUILDING PERMIT FEES TO BE PROVIDED BY THE OWNER. SUB-CONTRACTORS WHOSE WORK IS NOT NORMALLY COVERED BY THE BUILDING PERMIT, SUCH AS, BUT NOT LIMITED TO, ELECTRICAL, MECHANICAL, PLUMBING, OFF-SITE WORK AND SO FORTH, SHALL OBTAIN AND PAY FOR THEIR APPROPRIATE PERMITS. 14) THE CONTRACTOR SHALL MAINTAIN LIABILITY INSURANCE TO PROTECT HIMSELF/HERSELF AND HOLD THE OWNER AND THE DESIGNER HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES FOR PERSONAL OR BODILY INJURY OR DEATH OR FOR PROPERTY DAMAGE DURING THE COURSE OF THE CONTRACT (FIRE INSURANCE SHALL BE MAINTAINED BY THE OWNER). 15) CONTRACTOR SHALL PROVIDE SUFFICIENT MEANS FOR PROTECTING THE PUBLIC FROM INJURY AS WELL AS ADJACENT PROPERTY AND VEGETATION FROM DAMAGE. 16) THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE APPROVAL OF THE OWNER AND WITH MINIMUM DISRUPTION. ANY DEMOLITION SHALL BE KEPT TO A MINIMUM AND ALL DEBRIS SHALL BE REMOVED FROM THE SITE. THE OWNER SHALL BE CONSULTED BEFORE ANY BUILDING SERVICE IS TEMPORARILY CUT OFF. TEMPORARY RE-ROUTE UTILITIES REQUIRED BY THE OWNER FOR CONTINUOUS SERVICE. 17) ALL DUST AND NOISE CREATED BY THE WORK SHALL BE KEPT TO A MINIMUM. 18) UPON COMPLETION OF THE DAILY WORK AND COMPLETION OF ALL WORK, ALL WORK AREAS SHALL BE LEFT BROOM CLEAN AND ALL DEBRIS REMOVED FROM THE SITE BY THE CONTRACTOR. DURING CONSTRUCTION THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY DEBRIS OR UNAPPROVED MATERIALS. THE SITE SHALL BE KEPT IN A NEAT AND SAFE CONDITION. 19) CONTRACTOR SHALL PROVIDE SUFFICIENT MEANS FOR PROTECTING EXPOSED FINISHES, NEW CONSTRUCTION AND MATERIALS FROM DAMAGE BY WEATHER OR VANDALS FOR THE COURSE OF THE PROJECT. CONTRACTOR SHALL PROVIDE ALL BARRICADES, FENCES AND ANY OTHER ITEMS REQUIRED BY LOCAL ORDINANCES OR CODES. 20) ALL WEATHER EXPOSED JOINTS SHALL BE FLASHED AND SET IN MASTIC. 21) CAULK BETWEEN ALL PLASTER STOPS. 22) INSTALL ALL CLOSING REQUIRED TO PROVIDE COMPLETE WATERTIGHT PROTECTION. FLASH DECK TO ROOF INTERSECTIONS, WALL TO ROOF INTERSECTIONS AND ALL VERTICAL TO HORIZONTAL SURFACES. FLASH AND COUNTER FLASH AND SET IN MASTIC TO PROVIDE FOR A WATERTIGHT CONNECTION. ALL SHEET METAL SHALL BE GALVANIZED IRON UNLESS OTHERWISE NOTED. GAUGES AND CONFIGURATIONS OR ASSEMBLIES SHALL BE AS RECOMMENDED BY SMACNA. 23) WOOD STAIRS SHALL BE HOUSED, WEDGED AND FITTED WITH GLUE BLOCKS. 24) FIRESTOPS: FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL & HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND A ROOF SPACE. IT SHALL BE USED IN SPECIFIC LOCATIONS, AS FOLLOWS: 1 IN EXTERIOR OR INTERIOR STUD WALLS, AT CEILINGS AND FLOOR LEVELS. 2 IN ALL STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, SO PLACED THAT THE MAXIMUM DIMENSION OF ANY CONCEALED SPACE IS NOT OVER 10 FEET. 3 BETWEEN STAIR STRINGERS AT TOP AND BOTTOM AND BETW EEN STUDS ALONG AND IN LINE WITH RUN OF STAIR ADJOINING STUD WALLS AND PARTITIONS. 4 AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING DOOR POCKETS. 5 IN SPACES BETWEEN CHIMNEYS AND FLOOR OR CEILING FRAMING, LOOSE NON- COMBUSTIBLE SUPPORTS, OR A METAL COLLAR TIGHTLY FITTED TO THE CHIMNEY AND NAILED TO THE WOOD FRAMING MAY BE USED. 6 ANY OTHER LOCATIONS NOT SPECIFICALLY MENTIONED ABOVE, SUCH AS HOLES FOR PIPES, SHAFTING, BEHIND FURRING STRIPS AND SIMILAR PLACES WHICH COULD AFFORD A PASSAGE FOR FLAMES. 25) FIRESTOPS WHEN OF WOOD SHALL BE OF 2 INCH NOMINAL THICKNESS. IF THE WIDTH OF THE OPENING IS SUCH THAT MORE THAN ONE PIECE OF LUMBER IS NECESSARY, THERE SHALL BE TWO THICKNESSES OF 1 INCH PLYWOOD WITH JOINTS BACKED BY 3/4" PLYWOOD. 26) FIRE STOPS MAY ALSO BE OF GYPSUM BOARD, CEMENT ASBESTOS BOARD, MINERAL WOOL OR OTHER APPROVED NON-COMBUSTIBLE MATERIALS SECURELY FASTENED IN PLACE. 27) THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING REQUIRED TO ADEQUATELY PROTECT PERSONNEL AND PROPERTY AND TO INSURE SAFETY OF THE STRUCTURE THROUGHOUT THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL PROVIDE, AT HIS OWN EXPENSE, ALL ERECTION BRACING AND DRAWINGS REQUIRED BY LAW AND BY SAFE CONSTRUCTION PRACTICES. 28) SPECIFIC NOTES AND DETAILS SHALL GOVERN OVER GENERAL NOTES AND TYPICAL DETAILS. SUBSTITUTION MAY BE MADE FOR PROPRIETARY ITEMS NOTED, SUBJECT TO PRIOR REVIEW AND APPROVAL IN WRITING BY THE DESIGNER. 6) GENERAL CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT. 7) ALL SHEET METAL, COPING, FLASHING ETC. SHALL BE MINIMUM 24 GAUGE G.I. 8) STUCCO - ALL HORIZONTAL SURFACE METAL DRIP SCREEDS @ ALL BALCONIES, PROJECTIONS AND ETC., (TYPICAL). UTILITIES, PLUMBING, DRAINAGE, ETC. 1) CONTRACTOR SHALL COORDINATE WITH REPRESENTATIVES OF LOCAL UTILITIES, INCLUDING GAS, WATER, POWER, SEWER, TELEPHONE AND T.V. TO VERIFY AVAILABLE SERVICE AND, IF APPLICABLE, TO ESTABLISH TEMPORARY SERVICE. FINDINGS SHALL BE INDICATED ON THE RECORD DRAWINGS. 2) CONTRACTOR/SUB-CONTRACTOR SHALL RE-ROUTE ANY EXISTING UTILITY LINES, CONDUITS OR EQUIPMENT IN CONFLICT WITH NEW CONSTRUCTION AND SHALL NOTE SUCH RE-ROUTING ON THE RECORD DRAWINGS. 3) CONTRACTOR/SUB-CONTRACTOR SHALL PROVIDE AND INSTALL NEW UNDERGROUND WATER AND GAS SUPPLY LINES AND UPGRADES AS REQUIRED AND VERIFY THAT METER, MAIN AND LINE SIZES ARE ADEQUATE TO PROVIDE ACCEPTABLE PRESSURE AND VOLUME OF NEW CONSTRUCTION. CONTRACTOR MUST VERIFY IN FIELD PRIOR TO BID SUBMITTAL. 4) CONTRACTOR SHALL PROVIDE NEW MAIN UNDERGROUND SEWER LINE AND NEW WASTE LINES OF SUFFICIENT SIZE AS REQUIRED, INCLUDING ACCESSIBLE CLEANOUTS AT CONNECTIONS, BENDS OR ELSEWHERE AS REQUIRED BY CODE. CONTRACTOR MUST VERIFY IN FIELD PRIOR TO BID SUBMITTAL. 5) UNLESS OTHERWISE NOTED OR REQUIRED BY CODE, ALL UNDERGROUND STORM DRAIN LINES SHALL BE PVC SCHEDULE 40 MINIMUM 4" DIAMETER OR GREATER AS REQUIRED TO HANDLE LOAD. ALL CONNECTIONS SHALL BE PROPERLY JOINED AND SEALED SO THAT THEY ARE WATERTIGHT. N/A 6) CATCH BASINS SHALL BE PROVIDED WITH CAST IRON GRILLS WHERE INDICATED ON PLANS OR REQUIRED BY JOB SITE CONDITIONS. 7) FLUSH OUT ALL NEW WATER SUPPLY LINES PRIOR TO CONNECTING FIXTURES. 7) DRAINAGE SHALL NOT FLOW OVER PUBLIC PROPERTY OR ACROSS ADJACENT PRIVATE PROPERTY (UBC 2907(d) 5, 3027 (e) , 7012) N/A 9) DRY STANDPIPE LOCATIONS SHALL BE APPROVED BY FIRE INSPECTOR PRIOR TO INSTALLATION. 10) ALL COPPER PIPING SHALL BE TYPE "L". 11) REPLACE ALL EXISTING GALVANIZED PIPES WITH COPPER PIPING TYPE "L". ELECTRICAL 1. UNLESS OTHERWISE NOTED, ALL CONDUITS SHALL BE CONCEALED IN STRUCTURE, ATTIC SPACES OR UNDERGROUND. ANY EXCEPTIONS SHALL BE AUTHORIZED BY THE DESIGNER. 2. CONTRACTOR SHALL PROVIDE NEW METERS AND PANELS, BREAKERS, CIRCUITS, ETC. CONTRACTOR SHALL CONFIRM ALL ELECTRICAL LOADS AND REQUIREMENTS FOR APPLIANCES, HEATING AND VENTILATION SYSTEMS AND OTHER ELECTRICAL EQUIPMENT AND FIXTURES PRIOR TO PROVIDING NEW SERVICE. CONTRACTOR WILL CONFIRM ABOVE REQUIREMENTS PRIOR TO SUBMITTING BID. 3. CONTRACTOR SHALL VERIFY CLEARANCES FOR ALL RECESSED FIXTURES AND ADVISE DESIGNER OF ANY CONFLICTS PRIOR TO ORDERING. 4. CONTRACTOR SHALL CONFIRM FIXTURE TRIM SELECTION AND FINISH OPTIONS WITH DESIGNER PRIOR TO ORDERING. 5. ALL WIRING SHALL BE COPPER 6. CONTRACTOR SHALL CONFIRM MATERIAL AND COLOR OF ALL SWITCHES, OUTLETS AND COVER PLATES WITH DESIGNER PRIOR TO ORDERING. 7. CONTRACTOR SHALL PROVIDE TITLE 24, FORM 5, IF REQUIRED. 8. LIGHT CONTROLS SHALL BE 36" TO CENTER ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. LIGHT CONTROLS SHALL BE 48" TO CENTER ABOVE FINISHED FLOOR FOR ADA REQUIRED SPACES. (ADA N/A) 9. ALL WALL DUPLEX RECEPTACLES, TELEPHONE, T.V. AND OTHER OUTLETS SHALL BE MOUNTED 1'-0" TO CENTER ABOVE FINISHED FLOOR, EXCEPT AT COUNTER TOPS AND WHERE OTHERWISE NOTED. ALL WALL DUPLEX RECEPTACLES, TELEPHONE, T.V. AND OTHER OUTLETS SHALL BE MOUNTED 1'-3" TO CENTER ABOVE FINISHED FLOOR, FOR ADA REQUIRED SPACES EXCEPT AT COUNTER TOPS AND WHERE OTHERWISE NOTED. 10.GROUND FAULT INTERRUPTER REQUIRED FOR ALL EXTERIOR OUTLETS, BATHROOMS, TEMPORARY PANELS AND OTHER WET AREAS AS REQUIRED BY CODE. 11.DIMMERS SHALL BE SWITCH OR SLIDE TYPE CONTINUOUS DIMMERS. VERIFY SELECTION WITH DESIGNER PRIOR TO ORDERING. 12.EVERY BEDROOM AND HALLWAY TO A BEDROOM SHALL BE PROVIDED WITH SMOKE DETECTORS CONFORMING TO UBC STANDARD 43-C. SMOKE DETECTORS SHALL BE MOUNTED ON THE CEILING OR THE WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO ROOMS USED FOR SLEEPING PURPOSES. 13.N/A IN AN EFFICIENCY DWELLING UNIT, THE DETECTOR SHALL BE LOCATED ON THE CEILING OF THE MAIN ROOM. WHERE SLEEPING ROOMS ARE ON AN UPPER LEVEL, A DETECTOR SHALL BE PLACED AT THE CENTER OF THE CEILING DIRECTLY ABOVE THE STAIRWAY. PROVIDE SMOKE DETECTORS AT WALL OR CEILING IN ALL SLEEPING ROOMS. 14.ALL SMOKE DETECTORS SHALL BE LOCATED IN ACCORDANCE WITH APPROVED MANUFACTURER'S INSTRUCTIONS. WHEN ACTUATED, THE DETECTOR SHALL PROVIDE AN ALARM IN THE DWELLING UNIT. CONFIRM TYPE AND LOCATIONS OF ALL DEVISES WITH DESIGNER PRIOR TO ORDERING AND WIRING FOR UNIT. 15.ALL WORK SHALL INCLUDE MATERIALS, EQUIPMENT AND ALL LABOR REQUIRED TO COMPLETE "ELECTRICAL" WORK AS SHOWN ON THE DRAWINGS AND HEREIN SPECIFIED. 16.ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE CITY OF LOS ANGELES'S ELECTRICAL CODE, CURRENT RULES OF THE NATIONAL ELECTRICAL CODE, NATIONAL BOARD OF FIRE UNDERWRITERS, AND WITH ANY PREVAILING RULES AND REGULATIONS PERTAINING TO ADEQUATE PROTECTION AND/OR GUARDING OF ANY MOVING PARTS OR OTHERWISE OTHER HAZARDOUS LOCATIONS. MATERIALS SHALL COMPLY WITH UNDERWRITERS LABORATORIES REQUIREMENTS. 17.VERIFY LOCATION OF ALL OUTLETS, SWITCHES, PANEL BOXES, LIGHTING FIXTURES, BUZZERS, INTERCOMS, SMOKE DETECTORS (AND ANY OTHER VISIBLE CONTROLS OR ELECTRICAL EQUIPMENT) WITH DESIGNER PRIOR TO INSTALLATION. 18.ALL TOGGLE SWITCHES AND SWITCH PLATES, CONVENIENCE RECEPTACLES AND COVER PLATES, SMOKE DETECTORS AND BUZZERS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR DIRECTED BY OWNER OR DESIGNER. CONTRACTOR SHALL PROVIDE SAMPLE TO DESIGNER PRIOR TO ORDERING. N/A 19. PROVIDE EMERGENCY POWER SECURITY NOTES: 1) EXTERIOR DOORS, DOORS BETWEEN GARAGE AND HOUSE, WINDOWS AND THEIR HARDWARE SHALL CONFORM TO CURRENT EDITION OF THE UBC. 2) WINDOWS AND OPENINGS WITHIN 12" OF GROUND LEVEL AND WITH OVER 96 SQUARE FEET IN AREA ARE DEEMED "ACCESSIBLE". GLAZING AND GLAZED ASSEMBLIES FOR "ACCESSIBLE" OPENINGS SHALL BE CERTIFIED AS MEETING TEST PROVISIONS OF UBC 41-2. 3) LOUVERED WINDOWS ARE NOT PERMITTED IN "ACCESSIBLE" AREAS OR WITHIN 6' OF ANY BALCONY, LANDING OR PORCH. 4) WINDOWS SHALL BE A MINIMUM OF 40" FROM THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED POSITION. 5) DOOR LITES AND WINDOWS WITHIN 40" OF THE LOCKING DEVISE OF THE DOOR SHALL BE FULLY TEMPERED OR APPROVED BURGLARY RESISTANT. 6) A SINGLE SWINGING DOOR, ACTIVE LEAF OF A PAIR OF DOORS OR THE BOTTOM LEAF OF DUTCH DOORS, SHALL BE EQUIPPED WITH A DEADBOLT AND A DEADLOCKING LATCH, BOTH KEY OPERATED FROM THE OUTSIDE. 7) JAMBS SHALL BE INSTALLED WITH SOLID BACKING FOR A 6" VERTICAL DISTANCE ON EACH SIDE OF THE LOCK STRIKE AREA. 8) TRIMMERS SHALL BE FULL DOOR LENGTH WITH SOLID BACKING AGAINST SOLE AND HEADER PLATES. 9) HORIZONTAL BLOCKING SHALL BE PLACED BETWEEN STUDS AT LOCK STRIKE HEIGHT FOR 3 STUD SPACES. 10) STRIKE PLATES SHALL BE A MINIMUM 16 US GAUGE STEEL, BRONZE OR BRASS AND SECURED BY A MINIMUM OF (2) 2" LENGTH SCREWS. 11) DOUBLE DOORS, IN-ACTIVE LEAF, SHALL BE SECURED WITH BOTH HEAD AND BASE FLUSH BOLTS WITH A MINIMUM 5/8" EMBEDMENT. 12) DOOR(S) WITH PANIC HARDWARE SHALL HAVE TWO LOCKING POINTS OR BE EQUIPPED WITH .125 THICK 2" WIDE ASTRAGAL. 13) SWINGING DOORS ARE SECURITY OPENINGS. THE FOLLOWING ARE MINIMUM REQUIREMENTS. OTHER NOTES AND DETAILS SHALL SUPERSEDE WHEN EQUAL TO OR MORE SECURE THAN THESE REQUIREMENTS. SEE DOOR AND WINDOW SCHEDULES. 1 INSTALL DEAD LOCKING LATCHES. 2 INSTALL LOCK THAT IS KEY OPERATED FROM EXTERIOR AND OPENABLE FROM INTERIOR WITHOUT KEY, OR SPECIAL EFFORT OR SPECIAL KNOWLEDGE. 3 DOOR STOPS OF THE IN-SWINGING DOORS SHALL BE OF A ONE-PIECE CONSTRUCTION WITH THE JAMB OR JOINTED BY RABBET TO THE JAMB. 4 ALL PIN-TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREAS WHEN THE DOOR IS CLOSED SHALL HAVE NON-REMOVABLE HINGE PINS. IN ADDITION THEY SHALL HAVE THE MINIMUM 1/4" DIAMETER STEEL JAMB STUDS WITH 1/4" MINIMUM PROJECTION UNLESS THE HINGES ARE SHAPED TO PREVENT THE REMOVAL OF THE DOOR IF THE HINGES ARE REMOVED. 5 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 1/4" IN LENGTH. 6 DEADBOLTS SHALL CONTAIN HARDENED INSERTS, HAVE CYLINDER GUARD AND MINIMUM 6 PIN TUMBLER LOCKS, AND USE MINIMUM 1/4" DIAMETER CONNECTING SCREWS. 7 STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8" INTO THE STRIKE. 8 A HOOK SHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3/4". 9 WOOD FLUSH-TYPE DOORS SHALL BE 1 3/4" THICK MINIMUM WITH A SOLID CORE OF WOOD, OR PARTICLE BOARD OF 25 PCF DENSITY. SWINGING WOOD DOORS SHALL COMPLY WITH SECTION 6709 (A) FOR THICKNESS AND CONSTRUCTION. 14) OVERHEAD AND SLIDING GARAGE DOORS SHALL BE SECURED WITH A CYLINDER LOCK, PADLOCK WITH HARDENED STEEL SHACKLE, METAL SLIDE BAR BOLT OR EQUIVALENT WHEN NOT OTHERWISE LOCKED BY ELECTRIC POWER OPERATION. 15) DOORS SHALL BE HUNG IN A TRUE VERTICAL PLANE WITHOUT WARP OR WIND AND BE FITTED SO AS TO HAVE 1/16" CLEARANCE ABOVE THRESHOLDS WHERE DOORS OPEN INTO ROOMS. OTHERWISE, CLEARANCE SHALL BE 3/8" ABOVE THE FLOORS. THE CLEARANCE AT THE HINGE JAMB AND AT THE HEAD SHALL BE 3/32". 16) FINISH DEPTH OF BOTTOM RAIL AND INSTALLATION OF JAMB AND SADDLE SHALL ACCOMMODATE FINISH FLOOR SURFACES. SPECIFIC RESIDENTIAL BUILDING REQUIREMENTS: 1) ENTRANCE DOORS TO DWELLINGS AND RENTAL UNITS SHALL BE EQUIPPED WITH A 180 DEGREE WIDE ANGLE DOOR VIEWER OR VISION PANEL. 2) N/A HIGH CONTRASTING "STREET ADRESS NUMBERS" ARE REQUIRED ON BOTH STREET AND ALLEY ACCESSES. 3) N/A ILLUMINATION OF ONE FOOT CANDLE OF LIGHT SHALL BE PROVIDED FOR RESIDENTIAL BUILDING ACCESSORY AREAS AS FOLLOWS: 1 EXITWAYS, AISLES, PASSAGEWAYS AND RECESSES WITHIN THE BUILDING COMPLEX DURING HOURS OF DARKNESS. 2 OPEN PARKING LOTS, GARAGES AND CARPORTS DURING HOURS OF DARKNESS. 4) N/A MULTIPLE UNIT COMPLEXES SHALL PLACE AN ILLUMINATED DIAGRAMMATIC REPRESENTATION OF THE COMPLEX AT THE MAIN ENTRANCE WHICH SHOWS LOCATION AND UNIT DESIGNATIONS WITHIN THE COMPLEX. INDIVIDUAL UNITS REQUIRE A 4" HEIGHT I.D. DESIGNATION.(SEE ELECTRICAL ENGINERING PLANS) ENERGY INSULATION REQUIREMENTS: 1) ALL SWINGING DOORS AND WINDOWS OPENING TO THE EXTERIOR OR TO UNCONDITIONED AREAS SUCH AS GARAGES, SHALL BE FULLY WEATHER-STRIPPED, GASKETED OR OTHERWISE TREATED TO LIMIT INFILTRATION. ALL MANUFACTURED WINDOWS AND SLIDING GLASS DOORS SHALL MEET THE AIR INFILTRATION STANDARDS OF THE CURRENT AMERICAN NATIONAL STANDARDS INSTITUTE (A.N.S.I.) A 134.1 TO 134.4 WHEN TESTED IN ACCORDANCE WITH ASTM E 283-73. WINDOWS AND DOORS SHALL BE CERTIFIED AND LABELED. 1) ALL F.A.U. SYSTEMS EXHAUSTING AIR FROM THE BUILDING ENVELOPE TO THE OUTSIDE SHALL BE PROVIDED WITH BACKDRAFT DAMPERS. 3) RE-CIRCULATING HOT WATER PIPING AND ALL PLUMBING PIPES SHALL BE FULLY INSULATED THROUGHOUT TO PROVIDE MAXIMUM LOSS OF NOT MORE THAN (50) BTU/HR. LINEAR FOOT FOR LARGER SIZES (T-20-1406C). 4) ALL GARAGE WALLS AND CEILINGS TO LIVING AREAS SHALL BE TREATED AS EXTERIOR WALLS FOR INSULATION. INSULATED. 6) ALL INSULATION SHALL BE APPROVED AND COMPLY WITH STATE STANDARDS. 7) THE CONTRACTOR SHALL SIGN AND POST IN THE STRUCTURE AN INSULATION CERTIFICATION PRIOR TO THE FINISH INSPECTION. THE INSULATION CERTIFICATE SHALL MEET THE STATE OF CALIFORNIA STANDARDS AS SHOWN IN THE DESIGN MANUAL. 8) INSULATION IN WALLS SHALL BE R-19 (VERIFY) INSULATION IN CEILINGS/ROOFS SHALL BE R-30, U.N.O. (VERIFY) INSULATION IN FLOORS SHALL BE R-30, U.N.O. (VERIFY) 9) FIREPLACES SHALL MEET THE FOLLOWING REQUIREMENTS: A. FIREBOX OPENINGS SHALL BE COVERED WITH A TIGHT FITTING CLOSABLE METAL OR GLASS DOOR. B. FIREBOX MUST HAVE AN OUTSIDE AIR INTAKE OF A MINIMUM AREA OF 6 SQUARE INCHES WITH AN OPENABLE DAMPER, WITH EXCEPTIONS FOR CLIMATE ZONES 5,6,7,8,9,10,14 AND 15 IF THE FIREBOX IS NOT LOCATED NEAR AN EXTERIOR WALL OR IN ANY CLIMATE ZONE IF THE FIREPLACE WILL BE INSTALLED OVER CONCRETE SLAB FLOORING AWAY FROM AN EXTERIOR WALL. C. CONTINUOUS BURNING GAS PILOT LIGHTS ARE PROHIBITED. D. FIREPLACES MUST HAVE A TIGHT FITTING FLUE DAMPER WITH READILY ACCESSIBLE CONTROL. E. PRE-FABRICATED FIREPLACES SHALL BE I.C.B.O. LISTED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 10) INSULATION BLANKETS WITH A MINIMUM RATING OF R-12 MUST BE INSTALLED ON WATER HEATERS. 11) INSULATION WITH A MINIMUM RATING OF R-3 MUST BE INSTALLED ON THE FIRST 5 FEET OF HOT WATER OUTLET PIPE IN UNCONDITIONED SPACE FOR A HOT WATER HEATER. 12) GAS FIRED HOUSHOLD COOKING APPLIANCES, SHOWER HEADS AND FAUCETS SHALL COMPLY WITH THE APPLIANCE EFFICIENCY STANDARDS. 13) FLUORESCENT LIGHT FIXTURES USED IN KITCHENS AND BATHROOMS SHALL HAVE AN EFFICIENCY OF NOT LESS THAN 40 LUMENS PER WATT. 14) THE BUILDING DESIGN SHALL MEET THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2-53. 15) GLAZING SHALL HAVE MAX. U-VALUE <0.75 16) a) DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE FULLY WEATHERSTRIPPED (THIS INCLUDES DOORS BETWEEN RESIDENCE AND GARAGE) b) THE FOLLOWING OPENINGS IN THE EXTERIOR ENVELOPE OF THE BUILDING SHALL BE CAULKED OR OTHERWISE SEALED TO LIMIT INFILTRATION: i) EXTERIOR JOINTS AROUND WINDOW DOOR FRAMES, BETWEEN WALL SOLE PLATE AND FLOORS AND BETWEEN EXTERIOR PANELS; ii) OPENINGS FOR PLUMBING, ELECTRICAL AND GAS LINES IN WALLS, CEILINGS AND FLOORS; iii) OPENINGS IN THE ATTIC, SUCH AS THE POINT WHERE THE CEILINGS MEET FIREPLACES. a) EXHAUST FANS SHALL BE PROVIDED WITH BACKDRAFT DAMPERS OR AUTOMATIC DAMPERS b) DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED ACCORDING TO CHAPTER 6 OF THE CALIFORNIA MECHANICAL CODE. c) THERMOSTATICALLY CONTROLLED HEATING AND COOLING SYSTEMS, EXCEPT ELECTRIC HEAT PUMPS, SHALL HAVE AN AUTOMATIC THERMOSTAT SET POINTS FOR AT LEAST TWO PERIODS WITHIN 24 HOURS. d) ALL HEATING, VENTILATING, AIR CONDITIONING (HVAC) EQUIPMENT SHALL BE CERTIFIED BY CALIFORNIA ENERGY COMMISSION. e) WATER HEATERS SHALL BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION. f) WRAP STORAGE TYPE WATER HEATERS AND STORAGE AND BACK-UP TANKS FOR SOLAR WATER HEATER SYSTEMS WITH MINIMUM R-12 INSULATION EXTERIOR AND R-16 FOR INTERIOR g) INSULATE PIPING IN UNCONDITIONED SPACES LEADING TO AND FROM WATER HEATERS WITH MINIMUM R-4 INSULATION FOR A DISTANCE OF 5'-0" FROM THE WATER HEATER. h) GENERAL LIGHTING IN KITCHENS AND BATHROOMS SHALL HAVE AN EFFICIENCY OF AT LEAST 40 LUMENS PER WATT. 17) INSULATION INSTALLER AND THE CONTRACTOR SHALL POST A SIGNED CERTIFICATE OF COMPLIANCE IN A CONSPICUOUS LOCATION IN THE BUILDING. THIS CERTIFICATE SHALL STATE THAT THE INSTALLATIONS AND MATERIALS CONFORM TO THE APPROPRAITE SECTIONS OF THE CALIFORNIA ADMINISTRATIVE CODE, TITLES 20 AND 24 AND SHALL SPECIFY THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, THE INSTALLED R-VALUE, AND WHEN LOOSE FILL IS INSTALLED, SHALL STATE THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURER'S LABELED DENSITY FOR THE DESIRED R-VAULE. 18) MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED IN COMPLIANCE WITH THE APPROPRIATE INFILTRATION STANDARDS. 19) REFER TO TITLE-24 SHEETS FOR ADDITIONAL INFORMATION. SITE WORK: CONTRACTOR SHALL REMOVE FROM SITE ALL DEBRIS AND VEGETATION AS NOTED OR REQUIRED. FOLLOWING MAJOR REMOVAL WORK, PROVIDE FINAL CLEARANCE AND CLEAN UP BY SCARIFYING ALL EARTH SURFACE ON ENTIRE SITE OR AS NOTED ON SITE PLAN. REMOVE REFUSE AND DEBRIS GATHERED BY PROCESS FROM SITE. WHERE EXCESSIVE DUST OCCURS DURING EARTH MOVING OPERATIONS, PROVIDE SUFFICIENT SPRINKLERING OF THE AREA. THE CONTRACTOR SHALL PROVIDE AND COORDINATE SITE PLUMBING, DRAINAGE, ELECTRICAL, TELEPHONE ETC., WORK TO PROVIDE A COMPLETE WORKING AND OPERATING SYSTEM. SEE SHOP DRAWINGS BY CONTRACTOR AND/OR SUB-CONTRACTOR AND SPECIFICATIONS FOR BUILDING WORK. CONTRACTOR WILL PROVIDE ALL CABINET SHOP DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR PLACING THE BUILDING ACCURATELY ON THE BUILDING SITE. CONTRACTOR SHALL PERFORM ALL EXCAVATING REQUIRED AS SHOWN ON THE DRAWINGS OR OTHERWISE SPECIFIED BY THE STRUCTURAL DRAWINGS AND/OR THE SOILS REPORT. EXCAVATIONS SHALL BE KEPT FREE OF STANDING WATER AND SHALL BE LEVEL AS REQUIRED. ALL FOOTINGS SHALL BE BELOW UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL. EXCAVATIONS, FILLING, BACKFILLING AND GRADING: NOTE: STRUCTURAL AND GEOLOGICAL NOTES AND DRAWINGS SHALL SUPERSED THE FOLLOWING. EXCAVATIONS SHALL BE MADE TO THE DIMENSIONS AND ELEVATIONS INDICATED ON THE DRAWINGS OR AS REQUIRED FOR THE BUILDING. IF UNSUITABLE BEARING IS ENCOUNTERED AT THE ELEVATIONS INDICATED, EXCAVATION SHALL BE CARRIED TO SUCH GREATER DEPTHS AS DIRECTED BY THE SOILS ENGINEER AND/OR THE STRUCTURAL ENGINEER, THE CONTRACT PRICE SHALL BE ADJUSTED ACCORDINGLY. EXCAVATIONS SHALL EXTEND A SUFFICIENT DISTANCE FROM WALLS AND FOOTINGS TO ALLOW FOR FORMS, INSULATION, WATERPROOFING, INSTALLATION OF SERVICES AND FOR INSPECTION. BACKFILL SHALL BE PLACED AFTER FOUNDATIONS, WALLS AND SLABS HAVE ATTAINED SUFFICIENT STRENGTH TO SUPPORT LATERAL SOIL PRESSURES. CONTRACTOR SHALL REFER TO STRUCTURAL DRAWINGS AND SOILS REPORT FOR DEPTH OF FOOTINGS AND OTHER PERTINENT INFORMATION. CONTRACTOR SHALL PERFORM REQUIREMENTS FOR EXCAVATIONS CONTAINED IN THE STATE CONSTRUCTION SAFETY ORDERS ENFORCED BY THE STATE DIVISION OF INDUSTRIAL SAFETY. APPROVAL FROM DEPARTMENT OF GENERAL SERVICES AND PUBLIC WORKS SHALL BE OBTAINED AS REQUIRED FOR EXCAVATIONS THAT WOULD REMOVE LATERAL SUPPORT OF THE PUBLIC WAY. SHORING, UNDERPINNING, AND/OR SLOT CUTTING OR OTHER METHODS SHALL BE PERFORMED UNDER THE INSPECTION AND APPROVAL OF THE FOUNDATION ENGINEER AS REQUIRED. CITY GRADING INSPECTOR SHALL INSPECT AND APPROVE BOTTOM OF EXCAVATIONS AS REQUIRED PRIOR TO BACKFILL INSTALLATION. CONTRACTOR SHALL GIVE NOTICE IN A TIMELY MANNER TO ADJACENT PROPERTY OWNERS REGARDING PROTECTION OF THEIR PROPERTY AND STRUCTURES AS NECESSARY DUE TO EXCAVATION AND CONSTRUCTION. 29) UTILITIES: CONTRACTORS TO VERIFY WITH WATER, GAS, ELECTRIC, TELEPHONE, AND SEWER COMPANIES FOR LOCATION OF UTILITIES AND PROVIDE IN BID COSTS FOR INSTALLATION AND CONNECTION FOR WORKING ORDER. CONTRACTOR TO PROVIDE IN BID CONNECTION FEES FOR ALL UTILITIES. 30) CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY FACILITIES DURING CONSTRUCTION. 31) T.V. ANTENNA CROSS ARMS OR ANY OTHER SIMILAR OBSTRUCTIONS SHALL BE LOCATED 7'-0" MINIMUM ABOVE THE ROOF SURFACE. 32) CONDUCT ALL ROOF DRAINAGE TO STORM DRAIN OR EQUIVALENT MEANS IN A NON-EROSIVE MANNER. 33) NO TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND SHALL BE PERMITTED UNLESS THE NECESSARY PERMIT FROM EACH STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY IS FIRST OBTAINED. 34) GLASS DOORS, SIDELIGHTS WITHIN 40" OF LOCK, AND ALL GLAZED OPENINGS WITHIN 18" OF ADJACENT FLOOR SHALL BE APPROVED FOR IMPACT HAZARD. (TEMPERED GLASS) 35) ALL GLAZING SHALL COMPLY WITH CITY REQUIREMENTS OF THE CURRENT UNIFORM BUILDING CODE (UBC). 36) ON ALL DRAWINGS, DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 37) ALL WATER HEATERS SHALL BE STRAPPED FOR LATERAL SUPPORT. 38) SHOWER WALLS OVER BATHTUBS SHALL BE OF APPROVED NON-ABSORBENT WATERPROOF MATERIAL TO A HEIGHT OF 5'-0" MINIMUM ABOVE THE TUB UNLESS NOTED OTHERWISE. WAINSCOT SHALL ALSO EXTEND FULL HEIGHT AND BEYOND THE FACE OF THE TUB OR SHOWER PAN. SHOWER WALLS AND SHOWER DOORS SHALL BE 6'-0" ABOVE FLOOR. 39) ALL SHOWER AND SHOWER-TUB ENCLOSURES SHALL BE OF SHATTER-PROOF GLASS. (TEMPERED GLASS) "FRAMELESS" U.N.O 40) ACCESS PANEL: PROVIDE A MINIMUM 12"X12" AT EACH TUB. SEE DRAWINGS FOR ANY SPECIAL ACCESS PANELS FOR ACCESS TO "WHIRLPOOL" TYPE TUBS. 41) ALL TILED BATHROOM FLOORS SHALL HAVE ONE LAYER OF 30# FELT (BUILDING PAPER) SET IN WATERPROOF CEMENT AND TURNED 2" UP THE WALLS OR 2" ABOVE TILE WAINSCOT . 42) PROVIDE MECHANICAL VENTILATION SYSTEM IN INTERIOR BATHROOMS AND LAUNDRY ROOM TO FURNISH FIVE AIR CHANGES PER HOUR DIRECT TO OUTSIDE. 43) INSIDE FINISHED DIMENSIONS OF SHOWER AND/OR TOILET COMPARTMENT MUST BE 32" MINIMUM WIDTH AND 24" CLEAR IN FRONT OF TOILET. 44) PLUMBING CLEANOUTS SHALL NOT BE VISIBLE FROM LIVING, DINING AND HALLS EXCEPT AS NOTED ON PLANS. 45) ALL PORTIONS OF DRAIN PIPING SHALL BE CAST IRON UNLESS NOTED OTHERWISE. 46) PLASTERED SURFACE ON WALLS, CEILINGS AND ROOF SOFFITS EXPOSED TO THE WEATHER SHALL HAVE EXTERIOR LATH AND PLASTER CONFORMING TO SECTION 4708 & 4706 OF THE UBC RESPECTIVELY. 47) INSPECTION IS REQUIRED FOR ALL INTERIOR AND EXTERIOR IN-PLACE LATH AND/OR WALLBOARD BEFORE ANY PLASTERING IS APPLIED OR ANY JOINTS AND FASTENERS HAVE BEEN TAPED AND FINISHED. INTERIOR DRYWALL SHALL BE 5/8" MINIMUM AND SCREWED, NOT NAILED. INSTALL PER UBC REQUIREMENTS FOR FASTENER SIZE, ETC. 48) CLOTHES DRYER SHALL BE EXHAUSTED TO THE OUTSIDE. CLOTHES DRYER MOISTURE EXHAUST DUCT IS LIMITED TO 14 FEET WITH TWO ELBOWS FROM THE CLOTHES DRYER TO POINT OF TERMINATION. REDUCE THIS LENGTH BY 2' FOR EVERY ELBOW IN EXCESS OF TWO. 49) MINERAL FIBER INSULATION WILL BE INSTALLED IN JOIST SPACES WHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR-CEILING ASSEMBLY OR WHERE SUCH UNIT PASSES THROUGH THE PLANE OF THE FLOOR-CEILING ASSEMBLY FROM WITHIN A WALL. THE INSULATION SHALL BE INSTALLED TO A POINT OF 12" BEYOND THE PIPE OR DUCT. N/A 50) THE GARAGE SHALL BE MECHANICALLY VENTILATED IN ACCORDANCE WITH SECTION 705, UBC AND AS DIRECTED. (SEE MECHANICAL PLANS) 51) ALL INTERIOR FINISH MATERIALS SHALL MEET CLASS III FLAME SPREAD CLASSIFICATION. 52) ALL NEW WORK SHALL CONFORM WITH THE MINIMUM STANDARDS OF THE GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE. 53) PROVIDE ONE HOUR FIRE RESISTANT PROTECTION UNDER STAIRS AND WALLS WHEN AREA UNDER STAIRS IS ENCLOSED, AT PARTY WALLS, AND ALL WALL/FLOOR ASSEMBLIES COMMON TO GARAGE AREA. PROVIDE 5/8" TYPE "X" GYPSUM BOARD THROUGHOUT. N/A 54) PROVIDE A 22"X30" (MINIMUM) ATTIC ACCESS DOOR WITH A MINIMUM 30" CLEAR HEADROOM ABOVE OPENING. (U.N.O.) 55) PROVIDE 24 GAUGE GALVANIZED IRON (CORROSION RESISTANT) WEEP SCREED AT MUDSILLS FOR ALL EXTERIOR STUCCO WALLS. 56) PROVIDE A 24" WIDE X 18" HIGH CRAWL-HOLE OR DOOR TO UNDERFLOOR AREA, NOT MORE THAN 20 FEET FROM PLUMBING CLEANOUTS OR FORCED AIR UNIT. PIPES, DUCTS AND OTHER NON-STRUCTURAL CONSTRUCTION COMPONENTS SHALL NOT INTERFERE WITH ACCESSIBILITY. 57) PRIOR TO INSTALLATION OF ANY STAIRS, THE CONTRACTOR SHALL VERIFY THE RISE, RUN, HEADROOM AND NUMBER OF TREADS AND RISERS, AND SHALL NOTIFY THE DESIGNER OF ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS. 58) BELOW GRADE WATERPROOFING AT BLOCK WALLS, FOOTINGS AND AS REQUIRED SHALL BE "THOROSEAL" OR "PARASEAL" SYSTEMS AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. INSTALLATIONS SHALL BE STRICTLY ADHERED TO. 59) 1 ½" LIGHT WEIGHT CONCRETE OVER 15# FELT OVER PLYWOOD SUBFLOOR. 60) APPROVED SPARK ARRESTOR FOR CHIMNEYS, STOVE, BBQ AND OTHER APPLIANCES USING FUEL SHALL BE INSTALLED. 61) CONSTRUCTION, SCAFFOLDING, DEMOLITION ETC. EXCEEDING 3 STORIES IN HEIGHT OR 36 FEET IN HEIGHT SHALL REQUIRE A PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY PRIOR TO OBTAINING THE BUILDING PERMIT. 61) ALL SUBFLOOR VENTING SHALL BE WRAPPED WITH "JIFFY SEAL" AS IF IT WERE A WINDOW INSTALLATION. MECHANICAL, SHEET METAL 1) ALL SHEET METAL WORK SHALL BE IN ACCORDANCE WITH SMACNA MANUAL STANDARDS AND ALL LOCAL CODES. 2) CONTRACTOR SHALL PROVIDE GAS-FIRED FURNACE(S) AND/OR FORCED AIR HEATING SYSTEM AS INDICATED ON PLANS. FURNACES, DUCTS AND REGISTERS SHALL BE SIZED AND INSTALLED TO PROVIDE ADEQUATE AIR, TEMPERATURE, VOLUME, DISTRIBUTION AND CIRCULATION AT MINIMUM NOISE LEVELS. SYSTEM EQUIPMENT AND LAYOUT SHALL BE CONFIRMED WITH OWNER AND DESIGNER PRIOR TO ORDERING AND INSTALLATION. 3) DUCT WORK CONSTRUCTION: ALL DUCT WORK AND PLENUM TO BE MADE OF GALVANIZED SHEET METAL IN ACCORDANCE WITH THE LATEST SMACNA STANDARDS AND APPLICABLE CODES. CONTRACTOR SHALL SIZE DUCT WORK FOR S.P. NOT TO EXCEED 0.1" PER 100' LENGTH FOR A GIVEN CFM. DUCTS MAY BE RECTANGULAR OR ROUND. 4) DUCT INSULATION: INSULATE ALL SUPPLY AND RETURN AIR DUCT WORK AND PLENUM WITH MINIMUM 2" THICK FIBERGLASS INSULATION WRAPPED AROUND WITH 2" OVERLAP AND WIRED ON WITH #18 GALVANIZED WIRE @ 12" O.C. 5) PROVIDE GALVANIC OR BITUMINOUS INSULATION AS APPROVED BY DESIGNER BETWEEN DISSIMILAR METALS. STATE & ADMINISTRATIVE REQUIREMENTS A. AT THE TIME OF PERMIT ISSUANCE, CONTRACTOR SHALL SHOW THEIR VALID WORKERS' COMPENSATION INSURANCE CERTIFICATE. B. ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF CALIFORNIA TITLE 24 REGARDLESS OF THE INFORMATION INDICATED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TO ENSURE THAT THE WORK IS DONE IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO REQUESTING INSPECTION. C. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. D. THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS E. SEPARATE PERMIT SHALL FIRST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT PRIOR TO PLACEMENT OF ANY CONSTRUCTION MATERIALS OR EQUIPMENT IN THE PUBLIC RIGHT OF WAY. F. SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) SHALL BE NOTIFIED IN ACCORDANCE WITH CALIFORNIA STATE LAW PRIOR TO START OF ANY DEMOLITION, ADDITION, AND/OR REMODEL WORK. THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT OFFICE IS LOCATED AT 21865 COPLEY DRIVE IN DIAMOND BAR, PHONE NO. (909) 396-2000. BE ADVISED,SCAQMD MAY REQUIRE A 10-DAY WAIT PERIOD PRIOR TO START OF WORK. G. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. H. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. I. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. J. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. K. THE PROJECT SITE SHALL BE KEPT CONTINUOUSLY FENCED IN ACCORDANCE UNTIL THE PROJECT IS FINALED OR APPROVAL TO REMOVE THE FENCE HAS BEEN OBTAINED FROM THE CITY BUILDING DIVISION. 24 HOUR SECURITY SHALL BE PROVIDED ANY TIME THE FENCE CANNOT BE MAINTAINED INTACT. THIS APPLIES IFTHE DWELLING IS GOING TO BE VACANT DURING CONSTRUCTION. L. DUE TO THE POSSIBLE PRESENCE OF LEAD-BASED PAINT, LEAD-SAFE WORK PRACTICES ARE REQUIRED FOR ALL REPAIRS THAT DISTURB THE PAINT IN PRE-1979 BUILDINGS. FAILURE TO DO SO COULD CREATE LEAD HAZARDS THAT VIOLATE CALIFORNIA HEALTH & SAFETY CODE, SECTIONS 17920.10 AND 105256 WITH POTENTIAL FINES FOR VIOLATIONS UP TO$5,000 (SECTION (d) AMENDED) OR IMPRISONMENT FOR NOT MORE THAN 6 MONTHS IN THE COUNTY JAIL OR BOTH. M. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BY-PRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. ISSUED DATE: REVISIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE DRAFTER/DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE USED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. NO . D E S C R I P T I O N D A T E DRAFTER/DESIGNER: LUIS N OROZCO 562.661.9281 LUIS.OROZCO.A@LIVE.COM DATE: G103 GENERAL NOTES PR O P E R T Y O W N E R : S I L V I A T O R R E S 15 1 1 S . B I R C H S T . SA N T A A N A , C A 9 0 7 2 7 GA R A G E C O N V E R S I O N T O A N AC C E S S O R Y D W E L L I N G U N I T 09/10/2024 FINISH HARDWARE SHALL BE SELECTED BY THE DESIGNER. CONTRACTOR SHALL PROVIDE SOLID BLOCKING AT ALL TOWEL BARS, TOILET PAPER HOLDERS, ETC. CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR ALL HARDWARE FOR BIDDING PURPOSES (U.N.O.). EXTERIOR FINISH MATERIALS SHALL BE APPLIED OVER REQUIRED APPROVED WATERPROOFING AS SPECIFIED BELOW. PAINTED WOOD SURFACES SHALL BE SEALED, SANDED, SHOP PRIMED (U.N.O.) TO RECEIVE FINISH PAINT COAT. INTERIOR TRIM AND MILLWORK SHALL BE FURNISHED AND PROPERLY INSTALLED AS SPECIFIED AND DETAILED ON THE PLANS. RUBBERIZED MOULDINGS SHALL BE SPECIAL ORDERED WHEN REQUIRED FOR RADUIS AND/OR CURVED SURFACES AND ELEMENTS. FLASHING ALL PLUMBING PIPES SHALL BE FULLY INSULATED FLASHING MATERIAL SHALL BE MINIMUM 26 GAUGE GALVANIZED STEEL. FLASH AND COUNTER FLASH ALL ROOF TO WALL CONDITIONS. FLASH AND CAULK ALL VERTICAL TO HORIZONTAL JOINTS AND PLANE VARIATIATIONS. WOOD BEAMS, CORBELS, OUTLOOKERS, PROJECTIING THROUGH EXTERIOR WALLS, FLOORS, ROOF SURFACES AND/OR BALCONY, VERTICLE PIPES ETC. SHALL BE FLASHED AND CAULKED. GALVANIZED FLASHING SHALL BE CLEARED OF ALL FLUX AND SHOP PAINTED AS SPECIFIED UNDER PAINTING. EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED WITH APPROVED WATER PROOFING MATERIALS. JOINTS AROUND DOORS, WINDOWS, MUDSILLS, WEEP SCREEDS, TRIM INTERSECTIONS AND ALL EXTERIOR OPENINGS SHALL BE COMPLETELY SEALED WITH THE HIGHEST GRADE OF NON-HARDENING, NON-STAINING ELASTIC COMPOUND CAULKING AFTER INSTALLATION OF SURROUNDING WORK IN A QUICK AND TIMELY MANNER (AS SOON AS POSSIBLE). EXTERIOR CEMENT PLASTER SHALL BE UNDERLAIN WITH A MINIMUM OF TWO LAYERS GRADE D PAPER AND MESH GALVANIZED SELF-FURRING METAL LATH 1.75 #/CU.FT. OR EQUIVALENT WITH 15# SATURATED BUILDING FELT AT PLYW OOD. WEEP SCREEDS SHALL BE INSTALLED AT THE FOUNDATION SILL LINE ON ALL EXTERIOR WALLS AND AS SHOWN ON DRAWINGS. WEEP SCREED SHALL HAVE A DRIP LINE FOR DRAINING TRAPPED WATER TO THE EXTERIOR OF THE BUILDING. FLASHIING, CORNER BEADS, SCREEDS, ETC., SHALL BE INSTALLED PROPERLY AS APPROPRIATE TO CONDITION AND AS SPECIFIED THERMAL AND MOISTURE PROTECTION ALL WORK SHALL COMPLY WITH TITLE 24 REQUIREMENTS INSULATION SHALL BE FIBERGLASS BATTS WITH KRAFT PAPER BACKING AND SHALL CONFORM TO FEDERAL SPECIFICATIONS. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES WHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR-CEILING ASSEMBLY AND/OR WHEN THEY PASS THROUGH THE PLANE OF THE FLOOR-CEILING ASSEMBLY FROM A WALL. INSULATION SHALL EXTEND 12" PAST THE DUCTING AND/OR THE PIPING. THE CERTIFICATE OF COMPLIANCE SHALL BE SIGNED BY THE INSULATING SUB- CONTRACTOR AND GENERAL CONTRACTOR AND SHALL BE PROMINATELY POSTED ON THE CONSTRUCTION SITE. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AND COMPLY WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIALS. R-3 INSULATION OR GREATER SHALL BE INSTALLED ON WATER INLET AND OUTLET PIPES FOR THE FIRST 5 FEET OF UNCONDITIONED SPACE U.N.O. (SEE TITLE 24 CALCULATIONS) FINISH CARPENTRY WOOD TRIM SHALL BE IN SINGLE LENGTHS WHEN POSSIBLE MITER INTERIOR TRIM AT JOINTS KERF OR BACK CUT FLAT TRIM MEMBERS AS REQUIRED TO PREVENT WARPING. SET NAIL HEADS TO RECEIVE PUTTY. BASE MOULD SHALL MATCH EXISTING HOUSE DOOR AND WINDOW CASINGS AND DRYWALL BULLNOSE FINISH SHALL MATCH EXISTING OR BE PER SPECS. DOORS SHALL BE HUNG IN TRUE VERTICAL PLANE WITHOUT WARP OR WIND AND BE FITTED SO AS TO HAVE 1/16" CLEARANCE ABOVE THRESHOLDS WHERE DOORS OPEN INTO ROOMS. OTHERWISE, CLEARANCE SHALL BE 3/8" ABOVE THE FLOORS FOR INTERIOR DOORS. THE CLEARANCE AT THE HEAD AND JAMB SHALL BE 3/32". EXTERIOR DOORS SHALL BE FULLY WEATHERSTRIPPED. DOORKNOBS SHALL BE 36" ABOVE THE FINISHED FLOOR. LOCATION OF DOOR PULLS AND DEAD BOLTS SHALL BE LOCATED BY OWNERS. HANDICAPPED REQUIREMENTS SHALL APPLY AS REQUIRED IN HANDICAPPED SPACES AS REQUIRED BY ADA STANDARDS. PAINT PAINTER SHALL FURNISH MATERIALS, EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO COMPLETE "PAINTING" WORK IN THE BEST METHOD AND STANDARDS OF THE TRADE - ALL INTERIOR AND EXTERIOR SURFACES, EXCLUDING THOSE ITEMS OR AREAS WITH FACTORY APPLIED FINISHES OR AS DIRECTED. THE CONTRACTOR SHALL INSURE EVEN APPLICATION PROPER CONSISTENCY DURING FAVORABLE WEATHER CONDITIONS. PROPER CLEANING AND SURFACE PREPARATION SHALL PRECEDE APPLICATION OF PRIMER COAT PLUS TWO FINISH COATS. PRIMER SHALL BE COLORED TO MATCH FINISH COLOR. WITH THE EXCEPTION OF TRIM AND TOUCH-UP WORK, PAINT SHALL BE BATCHED IN 5 GALLON CONTAINERS PRIOR TO APPLICATION. ALL UNPAINTED SURFACES SHALL BE ADEQUATELY PROTECTED FROM PAINT OR DAMAGE. CONTRACTOR SHALL PROVIDE (6) SIX DIFFERENT INTERIOR COLORS THROUGHOUT THE ENTIRE PROJECT NEW AND OR EXISTING. PAINT AND/OR STAIN COLORS SHALL BE SPECIFIED BY DESIGNER. CONTRACTORS SHALL PROVIDE (2) TWO DIFFERENT EXTERIOR COLORS AT THE EXTERIOR, NEW AND EXISTING. PAINT AND STAIN COLORS SHALL BE SPECIFIED BY DESIGNER. CONTRACTORS SHALL PROVIDE OWNERS WITH (3) THREE COLOR SAMPLES OF EACH COLOR, APPROXIMATELY 3'-0" X 3'-0" COLOR SAMPLE, PRIOR TO WORK BEING PERFORMED. GRADING NOTES ALL FOOTINGS SHALL BE FOUNDED IN UNDISTURBED NATURAL SOIL PER CODE. IN THE EVENT EXCAVATIONS REVEAL UNFAVORABLE CONDITIONS, THE SERVICES OF A SOILS ENGINEER AND/OR GEOLOGIST MAY BE REQUIRED. CONTACT THE DESIGNER IMMEDIATELY. ALL CONCENTRATED DRAINAGE, INCLUDING ROOF WATER, SHALL BE CONDUCTED, VIA GRAVITTY TO THE STREET OR AN APPROVED LOCATION AT A 2% MINIMUM. ALL FILL OR BACKFILL SHALL BE COMPACTED BY MECHANICAL MEANS TO A MINIMUM 90% RELATIVE COMPACTION AS DETERMINED BY ASTM METHOD D-1557. SUBDRAINS SHALL BE PROVIDED WHERE REQUIRED BY CODE. MISCELLANEOUS DOOR & WINDOW NOTES 1. ALL GLASS WITHIN 18" OF THE FINISHED FLOOR SHALL BE FULL TEMPERED. TEMPERED GLASS REQ'S PERMANENT ETCHED LABEL EXC. SPANDREL GLASS REMOVABLE PAPER LABEL OK PER SECTION 2406.2 UBC 2001. 2. ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL BE PROVIDED WITH A MINIMUM CLEAR OPENING OF 5.7 SQUARE FEET WITH THE MINIMUM NET WIDTH DIMENSION OF THE OPENING NOT LESS THAN 20". WHERE WINDOWS ARE PROVIDED AS A MEANS OF EGRESS OR RESCUE. THEY SHALL HAVE A FINISHED SILL HEIGHT OF NOT MORE THAN 44' ABOVE THE ADJACENT FINISHED FLOOR. 3. ALL EXTERIOR DOORS AND WINDOWS SHALL COMPLY WITH THE BUILDING CODE SECURITY REQUIREMENTS AS ADOPTED BY THE LOCAL BUILDING DEPARTMENT AND SPECIFIED ELSEWHERE ON THIS SHEET. 4. FRENCH DOORS AND WINDOWS USED AS A MEANS TO PROVIDE MINIMUM VENTILATION REQUIREMENTS SHALL BE OPEN-ABLE AND SHALL BE PROVIDED WITH SCREENS UNLESS NOTED OTHERWISE ON THE PLANS AND SPECIFICATIONS. ALL SUCH DOORS AND WINDOWS SHALL BE EQUIPPED WITH A MECHANICAL HOLD OPEN DEVICE. 5. CONTRACTOR SHALL VERIFY EXACT ROUGH OPENING HEIGHT AND WIDTH OF ALL DOORS AND WINDOWS WITH DOOR AND WINDOW MANUFACTURER PRIOR TO START OF ROUGH FRAMING. ROUGH FRAMING SUB-CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL FRAMING NAILERS AND FILLERS AS SHOWN ON WINDOW AND DOOR DETAILS, MANUFACTURE'S STANDARD DETAILS AND AS MAY OTHERWISE BE REQUIRED FOR THE PROPER INSTALLATION OF ALL DOORS AND WINDOWS. 6. ALL PANEL TYPE DOORS SHALL BE UNITS MANUFACTURED BY T.M. COBB CO. PANEL TYPE DOORS SHALL BE F-66 TYPE UNLESS NOTED OTHERWISE ON PLANS. 7. ALL WINDOWS ARE BASED ON MILGARD ALUMINUM SERIES. FRENCH WINDOWS SHALL BE PROVIDED WITH FULLY TEMPERED GLASS. WINDOW UNITS SHALL BE PROVIDED WITH CLEAR DBL. GLAZING UNLESS NOTED OTHERWISE ON PLANS. PROVIDE FULLY TEMPERED GLASS AT CERTAIN WINDOWS AS SPECIFIED ON WINDOW SCHEDULE. 8. WINDOW UNITS SHALL BE FULLY ASSEMBLED UNITS CONSTRUCTED PER SPECIFICATIONS 9. WINDOW UNITS SHALL BE HINGED AS INDICATED ON EXTERIOR ELEVATIONS AND/OR PLANS. 10. WINDOW UNITS SHALL BE DELIVERED TO THE JOB SITE WITH ALL HARDWARE SUCH AS OPERATORS, CRANK, OPERATOR ARM, LOCK, ETC. 11. OWNER SHALL PROVIDE ALL NECESSARY HARDWARE NOT INCLUDED IN MANUFACTURED UNIT CONTRACTOR TO INSTALL ALL HARDWARE. 12. ALL DOOR HARDWARE SHALL BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. 13. ALL DOOR UNITS AND THEIR RESPECTIVE FRAMES SHALL BE PAINT GRADE. 14. SAMPLE WINDOW TO BE APPROVED WITH SIGNED SHOP DRAWINGS BY OWNER/ DESIGNER. 15. UNLESS NOTED OTHERWISE, ALL EXTERIOR SWING DOORS TO BE SUPPLIED WITH MILL FINISHED EXTRUDED BRONZE PEMPO THRESHOLDS 114 B OR 145 B/ WITH 16 oz. COPPER DRAIN PAN. THRESHOLDS TO BE POLISHED TO REMOVE MILL MARKINGS. PEMKO SPRING BRONZE WEATHER STRIPPING @ HEAD AND JAMBS. 16. CAULK ALL INTERIOR/ EXTERIOR PLASTER JOINTS. 17. ALL GLAZING ON DOORS AND WINDOWS TO BE DBL GLAZE 'LOW E' INSULATED GLASS. SECURITY NOTES (WHERE APPLICABLE): 1. ALL EXTERIOR DOOR AND WINDOW OPENINGS ARE SECURITY OPENINGS, AND ALL NOTES SHALL APPLY. 2. WOOD FLUSH-TYPE DOORS SHALL BE 1 3/4" THICK MINIMUM AND SHALL BE OF SOLID CORE CONSTRUCTION. 3. HOLLOW CORE DOORS OR DOORS LESS THAN 1 3/4" IN THICKNESS SHALL BE COVERED ON THE INSIDE FACE WITH 16 OZ SHEET METAL ATTACHED WITH SCREWS AT 6" O/C AROUND THE PERIMETER, OR EQUIVALENT. 4. GLAZED OPENINGS WITHIN 4" OF THE DOOR LOCK, WHEN THE DOOR IS IN THE CLOSED POSITION. SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLES HAVING A MAXIMUM OPENING OF 2". THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO VIEW PORTS OR WINDOWS, WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSION. 5. GLASS DOORS SHALL HAVE FULLY TEMPERED GLASS . TEMPERED GLASS REQ'S PERMANENT ETCHED LABEL EXC. SPANDREL GLASS REMOVABLE PAPER LABEL OK PER SECTION 2406.2 UBC 2001. 6. DOORSTOPS OF IN-SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB, OR JOINED BY RABBET TO THE JAMB. 7. 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 MINIMUM ¼" DIAMETER STEEL JAMB STUD WITH ¼" MINIMUM PROJECTION UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE HINGE PINS ARE REMOVED. 8. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR PROJECTION DEAD BOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NOT LESS THAN 2 1/1" IN LENGTH. 9. DEAD BOLTS SHALL HAVE HARDENED INSERTS; PROVIDE DEADLOCKING LATCH KEY OPERATED LOCKS ON THE EXTERIOR; LOCKS SHALL BE OPENABLE WITH OUT KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORT FROM THE INTERIOR. 10. STRAIGHT DEAD BOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8". 11. A HOOK SHAPED OR AN EXPANDING-LUG DEAD BOLT SHALL HAVE A MINIMUM THROW OF 3/4". 12. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDERS LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. 13. SLIDING GLASS DOORS AND WINDOWS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN SECTIONS 91.6731 AND 91.6732. 14. SLIDING GLASS 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. 15. SCREENS, BARRICADES, OR FENCES MADE OF MATERIAL WHICH PRECLUDES HUMAN CLIMBING SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF, BALCONY, OR SIMILAR SURFACE WHICH IS WITHIN 8' OF A UTILITY POLE OR SIMILAR STRUCTURE. 16. PROVIDE SAFETY GLAZING IN THE FOLLOWING LOCATIONS PER CODE. TEMPERED GLASS REQ'S PERMANENT ETCHED LABEL EXC. SPANDREL GLASS REMOVABLE PAPER LABEL OK PER CODE SLIDING OR SWINGING DOORS 1. TUB AND/OR SHOWER ENCLOSURES AND GLAZING IN WALLS LESS THAN 60" ABOVE THE STANDING SURFACE OF TUBS OR SHOWERS. 2. GLAZING WITHIN A 24" ARC OF A DOOR. CONCRETE NOTE: STRUCTURAL AND GEOLOGICAL NOTES AND DRAWING SHALL SUPERSEDE THE FOLLOWING WATER FOR CONCRETE MIXING SHALL BE FRESH, CLEAN AND SUITABLE FOR DOMESTIC PURPOSES. ALL EMBEDDED HARDWARE SHALL BE ICBO APPROVED. REINFORCEMENT, BOLTS, ANCHORS, SLEEVES, HOLD DOWNS ETC. SHALL BE FREE OF DIRT AND RUST PRIOR TO POURING OF CONCRETE. ALL SHOT PINS, REDHEADS AND MISCELLANEOUS HARDWARE SHALL BE ICBO APPROVED ALL WOOD SHALL BE A MINIMUM OF 6" ABOVE FINISHED GRADE SILL PLATES SHALL BE INSTALLED WITH FULL BEARING ON FOOTING WALL OR MORTAR BED. ALL WOOD CONTACTING CONCRETE SHALL BE PRESSURE TREATED. ALL WORK SHALL BE PLUMB, SQUARE ACCORDING TO THE PLANS, U.N.O. EXPOSED CONCRETE SURFACES SHALL HAVE A BROOM FINISH PROVIDING A NON-SLIP SURFACE U.N.O.. ALL FOOTINGS SHALL SET ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. REFER TO SOILS REPORT. LOAD BEARING FOOTINGS SHALL EXTEND BELOW NATURAL GRADE. REMOVE ALL WATER FROM TRENCHES AND FOUNDATION PRIOR TO POURING THE CONCRETE . FORMS SHALL BE WETTED. CONCRETE SHALL BE PLACED AS QUICKLY AS POSSIBLE TO PREVENT SEPARATION OF MATTER. CONCRETE SLABS SHALL BE 3 1/2" MINIMUM (U.N.O.) OVER 4" COURSE AGGREGATE BASE OR SAND BASE WITH MOISTURE BARRIER. PROVIDE "VISQUEEN" OR EQUIVALENT VAPOR BARRIER BETWEEN SLAB AND BASE. (VERIFY WITH STRUCTURAL PLANS AND NOTES ) CONTRACTOR WILL REPLACE AND/OR REPAIR EXISTING DRIVEWAY, PATIOS , WALKWAYS ETC. WHICH MAY BE DAMAGED DURING CONSTRUCTION. MASONRY STRUCTURAL NOTES AND DRAWING SHALL SUPERSEDE THE FOLLOWING: MASONRY SHALL BE SET IN RUNNING BOND PATTERN U.N.O. MASONRY SHALL MEET THE REQUIREMENTS FOR "HOLLOW LOAD BEARING CONCRETE MASONRY UNITS", ASTM C-90 AND COMPLY WITH LATEST EDITION OF THE UNIFORM BUILDING CODE. MORTAR AND GROUT SHALL BE OF FLUID CONSISTENCY AND RETEMPERING IS NOT ALLOWED. WALLS SHALL BE TRUE AND PLUMB. ALL JOINTS SHALL BE FULL FLUSH, BROOM FINISH. ALL CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLID WITH GROUT. WHEN TOTAL GROUT POUR EXCEED 8 FEET IN HEIGHT, THE GROUT SHALL BE PLACED IN 4 FOOT LIFTS AND SPECIAL INSPECTION SHALL BE PROVIDED AS REQUIRED. ALL MASONRY WORK SHALL BE LEFT CLEAN, FREE FROM EXCESS CEMENT AND EFFLORESCENCE AND IN A CONDITION SUITABLE FOR PAINTING, CEMENT PLASTER OR NO FINISH. METALS STRUCTURAL NOTES AND DRAWING SHALL SUPERSEDE THE FOLLOWING: CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR AND MATERIAL NECESSARY TO MAKE ALL FLASHING, VALLEYS, CHIMNEYS, RIDGES, SADDLES, CONDUCTORS AND ALL CONNECTIONS WATERTIGHT. ALL GALVANIZED STEEL SHALL BE 24 GAUGE MINIMUM U.N.O. ALL WORK SHALL BE SHOP PRE-FABRICATED WHEN POSSIBLE TO LIMIT SOLDERING JOINTS WHEN INSTALLED. ALL EXPOSED STEEL SHALL BE DOUBLE GALVANIZED. PROVIDE AND SET ALL IRON AND STEEL BEAMS, PIPE COLUMNS, ANCHORS AND MISCELLANEOUS ETC., AS SHOWN ON DRAWINGS. PROVIDE AND INSTALL ALL FRAMING HARDWARE REQUIRED FOR POSTS, BEAMS, RAFTERS, JOISTS AND OTHER FRAMING MEMBERS AS REQUIRED. PROVIDE AND INSTALL ALL ROOF AND DECK DRAINS AND INTERIOR DOWNSPOUTS AS MAY BE REQUIRED TO DRAIN ALL ROOF AND DECK WATER AND CONDUCT IT THROUGH ENCLOSED PIPING AND TO THE STREET. WOOD, PLASTIC & CARPENTRY STRUCTURAL NOTES AND DRAWING SHALL SUPERSEDE THE FOLLOWING: ALL WORK SHALL CONFORM TO GENERAL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION PROVISIONS OF THE LATEST EDITION UBC. ALL WORK PERFORMED SHALL BE OF HIGH QUALITY WORKMANSHIP. DOOR FRAMES SHALL BE A SUITABLE DEPTH TO RECEIVE WALL FINISHED AS SHOWN ON DETAILS GALVANIZED NAILS SHALL BE USED FOR ALL EXTERIOR WOOD ALL FINISH WOOD, EXTERIOR AND INTERIOR SHALL BE NAILED WITH FINISH NAILS AND COUNTERSUNK. GLUE AND NAIL PLYWOOD SUB-FLOORING. (SEE STRUCTURAL PLANS AND DRAWINGS) ALL BOLTS AND NUTS BEARING ON WOOD SHALL HAVE WASHERS. (SEE STRUCTURAL PLANS AND DRAWINGS) CROSS BRIDGE OR SOLID BLOCK FLOOR JOISTS EVERY 8 FEET MAX. AND SOLID BLOCK AT SUPPORTS. BLOCK AT PLYWOOD SUB-FLOOR EDGES. WOOD TRIM SHALL BE IN SINGLE LENGTHS WHEN POSSIBLE. MITER INTERIOR TRIM AT JOINTS KERF OR BACK CUT FLAT TRIM MEMBERS AS REQUIRED TO PREVENT WARPING WORK SHALL BE INSTALLED AND SANDED AND NAIL HEADS SET TO RECEIVE PUTTY READY FOR PAINTING OR STAINING. WOOD CASINGS, BASE AND CROWN MOULDS, WINDOW STOOL AND APRONS, RUNNING TRIM AND CABINETS SHALL BE AS DETAILED AND SPECIFIED. QUARTER ROUND BASE SHOE AT WOOD FLOORS SHALL MATCH EXISTING FRAMING SHALL BE PERFORMED IN A PROFESSIONAL MANNER BY SKILLED CRAFTSPERSONS. ALL WOODWORK, BLOCKING, GROUNDS, ROUGH BUCKS AND MISC. FIRE BLOCKING SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS OR ORDINANCES. THE FRAMING SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND FITTING OF WOOD MEMBERS AS REQUIRED BY PLUMBING, ELECTRICAL, HEATING AND MECHANICAL CONTRACTORS. ALL GROUNDS AND/OR NAILERS SHALL BE PROVIDED AND INSTALLED AS REQUIRED FOR PLASTERING, DRYWALL WORK, WOOD BASES AND TRIMS AND SO FORTH AS REQUIRED. FURR AND BLOCK AS REQUIRED FOR ARCHITECTURAL FEATURES. FURNISH ALL ROUGH AND FINISH HARDWARE AS REQUIRED TO COMPLETE CONSTRUCTION OF THE JOB WITH HIGH QUALITY CRAFTSMANSHIP. FLOOR PLAN LEGEND (E) DOOR (E) WALL PARTITION (N) 1 HR FIRE RATED WALL (E) WALL TO BE REMOVED (N) WALL (E) DOOR TO BE REMOVED (N) DOOR (E) WINDOW (E) WINDOW TO BE REMOVED (N) WINDOW WALL TYPES 2A -EXTERIOR WALL (2) 5/8" TYPE X GYP. BD. SEE FINISH SCHEDULE FOR FINISHES ON WALL. REFERENCE INTERIOR ELEVATIONS FOR LOCATION (E) 7/8" EXT. PLASTER ON METAL LATH OVER (2) LAYERS OF GRAD "D" BLDG. PAPER 1A -INTERIOR WALL 2" X 4" WOOD STUDS @ 16" O.C. NOTE: 1. 1-HR FIRE RESISTANCE RATED WALL IN ACCORDANCE WITH CRC TABLE R302.1, CBC SECTION 703.3 AND TABLE 722.2.1.4 2. BATT INSULATION PER T24 DRAWINGS. 2B -EXTERIOR WALL 2" X 4" WOOD STUDS @ 16" O.C. W/ BATT INSULATION 1/2" EXT. PLYWOOD 7/8" EXT. PLASTER ON METAL LATH OVER (2) LAYERS OF GRAD "D" BLDG. PAPER FLOOR PLAN NOTES 1. DIMENSIONS NOTED IN PLAN ARE TAGGED TO EXTERIOR FACE OF STUD U.N.O. 2. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH CURRENT BUILDING CODES, PROVIDED STRUCTURAL PLANS, CALCULATIONS, AND NOTED REQUIREMENTS FOUND ON THE TITLE 24 DOCUMENTS. 3. GC TO PROVIDE / CONFIRM WALL INSULATION RATING MIN. OF R-15. WHERE MIN. CRITERIA IS NOT MET & INSTALL / REPLACE INSULATION AS REQ. PER TITLE 24, TYP. 4. BASEMENT, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING HAVING A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET EXCEPT FOR GRADE FLOOR OPENINGS WHICH SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24 IN., WIDTH SHALL BE 20 IN. MIN. AND BOTTOM OF THE CLEAR OPENING SHALL BE NO GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. 5. GC TO VERIFY EXISTING FOOTING SUPPORTING BEARING AND SHEAR WALLS ABOVE MEET MIN. SIZE AND DEPTH REQS. 6. EXISTING FOOTING SHALL BE EXPOSED AT LEAST AT (2) LOCATIONS FOR CITY INSPECTION TO MEET SIZE AND EMBEDMENT OF PAD/CONTINUOUS FOOTINGS PER CITY WOOD FRAMING PRESCRIPTIVE PROVISIONS. 7. PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION FLOW RATES: SHOWERHEADS-1.8GPM, LAVATORY FAUCETS-1.2 GPM, KITCHEN FAUCETS-1.8 GPM, WATER CLOSETS-1.28 GPM. 8. A MINIMUM OF 4" MOISTURE EXHAUST DUCT MUST BE PROVIDED FOR CLOTHES DRYER. GC TO CONFIRM MANUFACTURER SPECIFICATIONS AND INSTALL ACCORDINGLY. A. A FLEXIBLE DUCT CANNOT EXTEND MORE THAN 6 FT. AND CANNOT BE CONCEALED. B. DRYER EXHAUST CANNOT EXCEED 14 FT. WITH A MAXIMUM OF TWO 90- DEGREE ELBOWS PER CMC. 504.4.2 THE FOLLOWING IS A SUMMARY OF FEATURES THAT MUST BE FIELD-VERIFIED BY A CERTIFIED HERS RATER: BUILDING-LEVEL VERIFICATIONS: • QUALITY INSULATION INSTALLATION (QII) • INDOOR AIR QUALITY VENTILATION • KITCHEN RANGE HOOD • VERIFIED REFRIGERANT CHARGE • VERIFIED HEAT PUMP RATED HEATING CAPACITY SEE T24 SHEETS (FORM CF1R)FOR FURTHER INFO. & REQUIRED SPECIAL FEATURES CERTIFICATES OF INSTALLATION (CF2R-ENV, CF2R-LTG AND CF2R-MECH) SHALL BE COMPLETED BY THE APPLICABLE CONTRACTORS INSTALLING ENERGY FEATURES. WHEN COMPLIANCE REQUIRES HERS FIELD VERIFICATION AND/OR TESTING, ALL CF2R FORMS SHALL BE SUBMITTED ELECTRONICALLY TO AN APPROVED HERS PROVIDER DATA REGISTRY. THE CF2R FORMS SHALL BE POSTED AT THE JOB SITE IN A CONSPICUOUS LOCATION. CERTIFICATE OF VERIFICATION (CF3R) SHALL BE COMPLETED, REGISTERED, AND SIGNED/CERTIFIED BY THE HERS RATER. THE REGISTERED CF3R FORM SHALL BE MADE AVAILABLE TO THE BUILDING DEPARTMENT AND BUILDER. HERS FEATURES SUMMARY: NOTE: 1 HR RATED WALL WHERE NOTED TITLE-24 ENERGY REQUIREMENTS 1. ALL OF THE LUMINARIES IN A KITCHEN MUST BE HIGH EFFICACY. 2. BATHROOMS, GARAGES, LAUNDRY OR UTILITY ROOMS MUST HAVE HIGH EFFICACY LIGHTING, AND AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES MUST BE CONTROLLED BY A VACANCY SENSOR. 3. BEDROOMS, LIVING ROOMS, FAMILY ROOMS, AND OTHER ROOMS USED FOR LIVING AND SLEEPING MUST HAVE HIGH EFFICACY LIGHTING, OR AN OCCUPANT SENSOR, OR DIMMERS MAY BE INSTALLED. 4. EXTERIOR LIGHTING MUST BE HIGH EFFICACY, OR AN OCCUPANT SENSOR WITH AN INTEGRAL PHOTO CONTROL MAY BE INSTALLED. 2" X 4" WOOD STUDS @ 16" O.C. W/ BATT INSULATION 1B -INTERIOR WALL 5/8" GYP BOARD. FINISH PAINT TBD. 2" X 6" WOOD STUDS @ 16" O.C. 5/8" CEMENTITIOUS BD OR 5/8" GYP. BD. SEE FINISH SCHEDULE FOR FINISHES ON WALL. REFERENCE INTERIOR ELEVATIONS FOR LOCATION NOTE: UTILIZE ALUMINUM "J" MOLDING AT TRANSITIONS BETWEEN TILE AND GYP. BD. 5/8" GYP BOARD. FINISH PAINT TBD. 1C -INTERIOR WALL 5/8" TYPE-X GYP BOARD. FINISH PAINT TBD. 2" X 6" WOOD STUDS @ 16" O.C. W/ BATT INSULATION 5/8" GYP. BD. SEE FINISH SCHEDULE FOR FINISHES ON WALL. REFERENCE INTERIOR ELEVATIONS FOR LOCATION NOTE: UTILIZE ALUMINUM "J" MOLDING AT TRANSITIONS BETWEEN TILE AND GYP. BD. 5/8" GYP. BD OR 5/8" TYPE X GYP. BD. SEE FINISH SCHEDULE FOR FINISHES ON WALL. REFERENCE INTERIOR ELEVATIONS FOR LOCATION UNIT COMPLIANCE CALCULATIONS NATURAL LIGHTING CALC.NATURAL VENTILATION CALC. NATURAL LIGHT CALCULATIONS PER 2022 CRC R303 KITCHEN / LIVING ROOM = 268 SF 268 X (8%) = 21.44 SF -MIN. LIGHT REQ. PROVIDED LIGHT AREA: 1 (36"X36") WINDOW = 9 SF 1 (48"X48") WINDOW = 16 SF 25 SF > 21.44 SF = COMPLIANT NATURAL VENTILATION CALCULATIONS PER 2022 CRC R303 KITCHEN/ LIVING ROOM = 268 SF 268 X (4%) = 10.72 SF -MIN. VENT. REQ. PROVIDED VENTILATION AREA: 1 (36"X36") WINDOW = 9 SF = 50% OPERABLE (9) X (50%) = 4.5 SF 1 (48"X48") WINDOW = 16 SF = 50% OPERABLE (16) X (50%) = 8 SF 11 SF > 10.72 SF = COMPLIANT DEMO (NON-BEARING) INT. WALL GC TO REMOVE / REPAIR / REPLACE INTERIOR WALL AND FLOOR FINISHES AS REQUIRED. INTERIOR PAINT TBD. DEMO DOOR DEMO EXT. WALL DEMO DOOR DEMO DOOR 20 ' - 2 " O V E R A L L ( V . I . F . ) 18'-6" OVERALL (V.I.F.) (E ) C L O S E T 18 ' - 7 " O V E R A L L ( V . I . F . ) 2'-2" 14'-2 1/2" OVERALL (V.I.F.) REAR ADDITION (TO BE LEGALIZED) V.I.F. (E) 1'-0" 3'-2" PR O P . L I N E . DEMO PORTION OF FLOOR SLAB 5' - 0 " PROP. LINE. SHORING NOTES: REVIEW STRUCTURAL DRAWINGS FOR LOCATION OF NEW SLAB OVER EXISTING. SHORE EXTERIOR WALLS AS NECESSARY TO ACHIEVE THE OVERLAP. PROVIDE (N) REDGARD WATERPROOFING AND CRACK PREVENTION MEMBRANE PER ESR 1413 A201 3 A201 2 A201 4 A2011 A201 8 A2015 A201 7 A201 6 (N) BATH 20 ' - 2 " 18'-6" 3'-0"1'-0" 3'-7" 12'-10 1/4"5'-7 3/4" 4'-0"1'-8"3'-0" 3'-0"13'-4 1/2" OVERALL CLR. 4'-0" (N) TANKLESS WTR HTR. SEE GEN. PLUMBING NOTES IN LEGEND BELOW 2 A 1' - 6 " E 3 4 5 4' - 1 1 3 / 4 " 8' - 4 1 / 2 " 6' - 9 3 / 4 " 5' - 0 " C L R 18 ' - 7 " O V E R A L L ( V . I . F . ) (E ) 2 ' - 5 " 1' - 1 " 3' - 0 " 3' - 2 " MI N I - S P L I T 2' - 6 " C 4' - 1 " C L R . 2 A401 3 A401 A301 1 A301 2 W1 W2 W3 W4 W5 101A 101B 101C 100AMP 120/240V, 1 PHASE, 3 WIRE FEEDER (N) ELECT. SUB-PANEL PR O P . L I N E . PROP. LINE. WASHER / DRYER 2B 1 6 2'-8"6'-6" D B 101D 1A 101E 268 SF KITCHEN / LIVING 101 RR 103 CLOSET 104 226 SF BEDROOM 102 2A 2B 1A EXTERIOR DOORS @ +6 1/2" FROM EXTERIOR GRADE @ +6" FINISH FLOOR EXTERIOR DOORS @ +6 1/2" FROM EXTERIOR GRADE (N) 6" CONCRETE SLAB OVER EXISTING SLAB. SEE STRUCTURAL DRAWINGS FOR EPOXY DOWEL TRANSITIONS. @ +6" FINISH FLOOR (N) 6" CONCRETE SLAB OVER EXISTING SLAB. SEE STRUCTURAL DRAWINGS FOR EPOXY DOWEL TRANSITIONS. ISSUED DATE: REVISIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE DRAFTER/DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE USED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. NO . D E S C R I P T I O N D A T E DRAFTER/DESIGNER: LUIS N OROZCO 562.661.9281 LUIS.OROZCO.A@LIVE.COM DATE: 11/19/2024 A101 FLOOR PLANS PR O P E R T Y O W N E R : S I L V I A T O R R E S 15 1 1 S . B I R C H S T . SA N T A A N A , C A 9 0 7 2 7 GA R A G E C O N V E R S I O N T O A N AC C E S S O R Y D W E L L I N G U N I T 09/10/2024 NORTHNORTH 1 P L A N N I N G 1 S T P C R E S U B M I T T A L 1 0 / 2 3 / 2 0 2 4 2 B U I L D I N G S U B M I T T A L 1 1 / 1 9 / 2 0 2 4 Scale:1/4" = 1'-0"1 FP - EXISTING / DEMO Scale:1/4" = 1'-0"2 FP - PROPOSED GENERAL PLUMBING NOTES: 1. SHOWER SHALL BE PROVIDED WITH INDIVIDUAL PRESSURE BALANCE OR THERMOSTATIC MIXING CONTROL VALVES TO PROVIDE SCALD AND THERMAL SHOCK PROTECTION. HANDLE POSITION STOPS SHALL BE ADJUSTED TO DELIVER A MAXIMUM MIXED WATER SETTING OF 120°F. [CPC 408.3]. 2. WATER HEATER SHALL INCLUDE THE FOLLOWING COMPONENTS [CENC 150.0(N)1]: SYSTEMS USING GAS OR PROPANE WATER HEATER TO SERVICE INDIVIDUAL DWELLING UNIT UNITS SHALL DESIGNATE A SPACE AT LEAST 2.5 FEET WIDE AND 7 FEET TALL SUITABLE FOR THE FUTURE INSTALLATION OF A HEAT PUMP HEATER (HPWH) BY MEETING EITHER A OR B BELOW. ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE: A. IF THE DESIGNATED SPACE IS WITHIN 3 FEET FROM THE WATER HEATER, THEN THIS SPACE SHALL INCLUDE THE FOLLOWING: I. A DEDICATED 125-VOLT, 20 AMP ELECTRICAL RECEPTACLE CONNECTED WITH A 120/240 VOLT 3 CONDUCTOR, 10 AWG COPPER BRANCH CIRCUIT WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS; AND II. BOTH ENDS OF THE UNUSED CONDUCTOR SHALL BE LABEL WITH THE WORD “SPARE”AND BE ELECTRICALLY ISOLATED; AND III. A RESERVED SINGLE POLE CIRCUIT BREAKER SPACE IN THE ELECTRICAL PANEL ADJACENT TO THE CIRCUIT BREAKER FOR THE BRANCH CIRCUIT IN (A) ABOVE AND LABELED WITH THE WORDS “FUTURE 240V USE”; AND IV. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE, B. IF THE DESIGNATED SPACE IS MORE THAN 3 FEET FROM THE WATER HEATER, THEN THIS SPACE SHALL INCLUDE THE FOLLOWING: I. A DEDICATED 240 VOLT BRANCH CIRCUIT SHALL BE INSTALLED WITHIN 3 FEET FROM THE DESIGNATED SPACE. THE BRANCH CIRCUIT SHALL BE RATED AT 30 AMP MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS “240V READY”; AND II. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE HPWH INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS “FOR FUTURE 240V USE”; AND III. EITHER A DEDICATED COLD WATER SUPPLY, OR THE COLD WATER SUPPLY SHALL PASS THROUGH THE DESIGNATED HPWH LOCATION JUST BEFORE REACHING THE GAS OR PROPANE WATER HEATER; AND IV. THE HOT WATER SUPPLY PIPE COMING OUT OF THE GAS OR PROPANE WATER HEATER SHALL BE ROUTED FIRST THROUGH THE DESIGNATED HPWH LOCATION BEFORE SERVING ANY FIXTURES; AND V. THE HOT AND COLD WATER PIPING AT THE DESIGNATED HPWH LOCATION SHALL BE EXPOSED AND READILY ACCESSIBLE FOR FUTURE INSTALLATION OF AN HPWH; AND VI. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE. C. WHEN A SECOND WATER HEATER IS INSTALLED AS PART OF AN ADDITION, IT SHALL COMPLY WITH SECTION 150.2(a)(D). GFIGFI GF I D GF I GFI AF C I AF C I GFI 240V GFID BUILDING WALL BELOW BUILDING WALL BELOW BUILDING WALL BELOW (E) ASPHALT COMP. SHINGLES (TO REMAIN) (N) BUILT-UP ROOFING 22 ' - 2 " 20'-6" 5' - 0 " 17 ' - 7 " 4'-0" CLR.13'-5 1/2" 1'-0"3'-0" 2 AE E 5 1' - 0 " 20 ' - 2 " 1' - 0 " 11 ' - 8 " 13'-9"9"5'-0" (N) ROOF VENTS (N) ROOF VENTS 2% S L O P E PR O P . L I N E . PROP. LINE. 1 6 D B 2% S L O P E B3 A501 DEMO. EAVE. SEE DETAIL B3/A501 B3 A501 (N) BUILT-UP ROOFING MFG:GAF Tri-Ply APP Granular Cap Sheet ASTM D6222, type I, grade G 100AMP 120/240V, 1 PHASE, 3 WIRE FEEDER (N) 24"X36" ACCESS HATCH GARBAGE DISPOSAL SWITCH EXTERIOR-RATED GFI OUTLET EXHAUST FAN MIN. 50 CFM TV MOUNT OUTLET. GC TO COORDINATE FINAL LOCATION WITH OWNER 2 A A E E 5 C 4' - 6 " 9' - 1 1 / 2 " 4' - 6 " EQ EQ EQ EQ EQ EQ 4'-5" EQ EQ S (N) ELECT. SUBPANEL RANGE HOOD MIN. 280 CFM RANGE 240V/ 50 AMP S C EQ EQ EQ EQ EXTERIOR-RATED GFI OUTLET 1 6 D B S C HOOD 1/ 2 " / 1 2 " SL O P E D C E I L I N G 4' - 6 " EQ EQ 4' - 0 " ELECTRICAL FLOOR PLAN NOTES 1. DUPLEX RECEPTACLE OUTLETS SHALL BE INSTALLED IN ALL ROOMS, AND AT MIN. AS FOLLOWS: A. NOT MORE THAN 12'-0" O.C. ALONG WALLS. B. NOT MORE THAN 6'-0" FROM OPENINGS. C. ON ALL WALL SPACES 2'-0" WIDE AND WIDER AND ON THE WALL SPACE OCCUPIED BY FIXED GLASS PANELS. 2. ALL OUTLETS IN BATHROOM, AND WITHIN 6' OF SINKS SHALL BE G.F.I. CIRCUITS. 3. ALL NEW ELECTRICAL INSTALLATIONS AND LIGHTING FIXTURES SHALL BE IN COMPLIANCE WITH 2019 ENERGY CODE. 4. LOCATE ALL RECEPTACLE AND ELECTRICAL OUTLET 18" MIN ABOVE F.F. TO THE CENTER OF RECEPTACLE UNIT. 5. BATHROOM SHALL BE PROVIDED WITH MIN. 50 CFM INTERMITTENT VENTILATION EXHAUSTED DIRECTLY TO THE OUTSIDE (R303.3) WITH HUMIDISTAT CONTROL. 6. PROVIDE FIRE RATED BLOCKING "METALCAULK BOX GUARD" AT FIRE RATED OUTLET NOTED IN PLAN TO PREVENT DISCONTINUITY ON THE RATING. FIRE BLOCKING SHALL BE INSTALL IN ACCORDANCE TO UL 263 / ASTM E119 STANDARD, "FIRE TEST OF BUILDING CONSTRUCTION MATERIALS." 7. INTERCONNECTED, HARD-WIRED SMOKE ALARMS WITH BATTERY BACK-UP SHALL BE INSTALLED PER CRC R314. 8. INTERCONNECTED, HARD-WIRED CARBON MONOXIDE ALARMS (UL 2034/2075 RATED) W ITH BATTERY BACK-UP SHALL BE INSTALLED PER CRC R315. 9. ARC-FAULT (AFCI) CIRCUIT-INTERUPTER SHALL BE PROVIDED AS REQUIRED IN 210.12(A),(B),(C) AND (D). 10. INSTALL GROUNDING WITH 20' UFER GROUND IN FOOTING EITHER NO.4 AWG OR LARGER BARE COPPER CONDUCTOR OR #4 OR LARGER REBAR, BOND, TO WATER LINE. 11. PROVIDE AN ISOLATED 20AMP CIRCUIT FOR THE RECEPTACLES IN EACH BATHROOM. 12. PROVIDE TWO 20AMP SMALL-APPLIANCE CIRCUITS FOR THE RECEPTACLES IN THE KITCHEN. 13. PROVIDE ONE 20AMP CIRCUIT FOR THE RECEPTACLES IN THE LAUNDRY ROOM. 14.PROVIDE A SEPARATE #12 AWG WIRE BRANCH CIRCUIT FOR THE RECEPTACLE AT GARBAGE DISPOSAL. 15. PROVIDE A SEPARATE 20AMP CIRCUIT FOR EACH FIXED APPLIANCE, SUCH AS GARBAGE DISPOSAL, DISHWASHER, W ASHING MACHINE, DRYER, BUILT-IN REFRIGERATOR OR FREEZER, FURNACE, AIR CONDITIONING OR BUILT-IN HEATERS, WITH A MOTOR OF 1/4HP OR LARGER. 16. INSTALL AT LEAST ONE GFCI RECEPTACLE IN FRONT AND ANOTHER IN THE BACK OF HOUSE. OUTSIDE RECEPTACLES SHALL HAVE AN IN-USE ENCLOSURE. 17. INSTALL KITCHEN RECEPTACLES AT +42" ABOVE FINISH FLOOR. 18. INSTALL RECEPTACLES IN KITCHEN EVERY 4' ABOVE THE COUNTER. NO POINT ON THE KITCHEN WALL SHALL BE LOCATED MORE THAN 24" FROM A RECEPTACLE OUTLET. 19. ALL OUTLETS SHALL BE TAMPER RESISTANT (CHILD PROOF). 20. PROVIDE A RECEPTACLE AND A LIGHT WITH SWITCH AT ATTIC ACCESS. 21. PRIMARY LIGHTING AT BATHS AND KITCHEN SHALL BE FLUORESCENT TYPE. 22. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. 23. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A ELATIVELY HUMIDITY RANGE OF LESS OR EQUAL TO 50% TO A MAXIMUM OF 80%. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. B. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL (I.E. BUILT-IN). 24. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR DOOR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF THE SMOKE ALARM REQUIRED BY CRC SECTION R314.3. 25. CARBON MONOXIDE ALARMS SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. SYMBOL DESCRIPTION (E) 6" RECESSED CAN LIGHT (N) 6" RECESSED CAN LIGHT ELECTRICAL LIGHTING LEGEND ENERGY STAR LIGHT-ACTIVATED EXHAUST FAN (SEE NOTE #5 FOR MORE INFO) DOWN LIGHT @ SHOWER -(WT)S SWITCH -SINGLES 2 S SMOKE ALARM (SEE NOTE #7) CARBON MONOXIDE ALARM (SEE NOTE #8)C NOTE: (WT) WET LOCATION LIGHTING FIXTURE SYMBOL DESCRIPTION PENDANT LIGHT S SWITCH -DOUBLE OUTLET -SINGLE OUTLET -DUPLEX -AFCI/TR CEILING FANSSWITCH -THREE WAY3 S SWITCH -DIMMERD OUTLET -DUPLEX -GFI -115VL/240VL SEE PLANGFI FR OUTLET DUPLEX -FIRE RATED OUTLET -TRIPLE OUTLET -QUAD REFLECTED CEILING PLAN LEGEND (EXISTING/ NEW) (N) GYP BD. HARD LID CEILING (N) HVAC SUPPLY (N) HVAC RETURN GENERAL NOTE: CONTRACTOR TO PROVIDE SMOKE DETECTOR IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OF AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA AND IN EACH STORY OR BASEMENT; AND IF SLEEPING ROOMS ARE AT AN UPPER LEVEL, PROVIDE A DETECTOR AT THE CEILING OF THE UPPER LEVEL IN CLOSE PROXIMITY TO THE STAIRWAY IF APPLICABLE (SEC 310.9.14 IBC). MINIMUM ATTIC VENT AREA SHALL BE PER 2022 CRC R806.2. ATTIC FLOOR SPACE (ADU)= 373 SF 373 SF / 150 = 2.48 SF X 144 = 358.08 SQ. IN. MIN. VENT REQ. = 358.08 SQ IN. PROVIDED VENT AREA: 4 (24"X16") ROOF VENTS = 1,536 SQ. IN. TOTAL VENT AREA PROVIDED = 1,536 SQ. IN 1,536 SQ. IN. > 358.08 SQ. IN. ATTIC VENT AREA CALC. SWITCH -W/ VACANCY SENSOR ENERGY COMPLIANCE: 1. EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEM. LIGHTING INTEGRAL TO AN EXHAUST FAN MAY BE ON THE SAME SWITCH AS THE FAN PROVIDED THE LIGHTING CAN BE SW ITCHED OFF WHILE ALLOWING THE FAN TO CONTINUE TO OPERATE FOR AN EXTENDED PERIOD OF TIME. (150(K)2B CEC) 2. IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES SHALL BE CONTROLLED BY A VACANCY SENSOR. (150(K)2J CEC) 3. ALL JA8 COMPLAINT LIGHT SOURCES, EXCEPT THOSE IN CLOSETS LESS THAN 70 SQUARE FEET AND THOSE IN HALLWAYS, SHALL BE CONTROLLED BY DIMMERS OR VACANCY SENSORS. (150(K)2K & TABLE 150.0-A CEC) JA8 COMPLIANT LIGHT SOURCES INCLUDE LIGHT SOURCES IN CEILING RECESSED DOWNLIGHT LUMINAIRES AND GU-24 SOCKETS CONTAINING LED LIGHT SOURCES. 4. ALL RESIDENTIAL OUTDOOR LIGHTING PERMANENTLY MOUNTED TO THE RESIDENCE OR OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH-EFFICACY AND MEET THE FOLLOWING REQUIREMENTS: (150(K)3A CEC) A. LIGHTS SHALL COMPLY WITH ONE OF THE TWO OPTIONS BELOW: 1. CONTROLLED BY A PHOTOCELL AND MOTION SENSOR. CONTROLS THAT OVERRIDE TO ON SHALL NOT BE ALLOWED UNLESS THE OVERRIDE AUTOMATICALLY REACTIVATES THE MOTION SENSOR WITHIN 6 HOURS. 2. CONTROLLED BY (1) PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL OR (2) ASTRONOMICAL TIME CLOCK OR (3) ENERGY MANAGEMENT CONTROL SYSTEM MEETING THE REQUIREMENTS OF 150(K)3A. B. LIGHTS SHALL BE CONTROLLED BY A MANUAL ON AND OFF SWITCH THAT DOES NOT OVERRIDE TO ON THE AUTOMATIC ACTIONS OF ITEM I OR ITEM II CHOSEN ABOVE. EXTERIOR WALL SCONCE W/ PHOTOCELL SENSOR SV P (N) WHOLE HOUSE FAN MINIMUM UNDER-FLOOR VENT AREA SHALL BE PER R408.1 UNDER-FLOOR SPACE (ADU)= N/A CONCRETE SLAB ON GRADE UNDER-FLOOR VENTILATION AREA CALC. 26. ALL LIGHTING SHALL BE HIGH EFFICACY 27. SYSTEMS USING GAS OR PROPANE COOKTOP TO SERVE INDIVIDUAL DW ELLING UNITS SHALL INCLUDE A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING INSTALLED WITHIN 3 FEET FROM THE COOKTOP AND ACCESSIBLE TO THE COOKTOP WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 50 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. (CEnC 150.0(u)) 28. CLOTHES DRYER LOCATIONS WITH GAS OR PROPANE PLUMBING TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING INSTALLED WITHIN 3 FEET FROM THE CLOTHES DRYER LOCATION AND ACCESSIBLE TO THE CLOTHES DRYER LOCATION WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE (CEnC 150.0(v)) 29. ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATION AND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48 IN. MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 IN. MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR. (CRC R327.1.2) 30. DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48 IN. ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON ASSEMBLY. WHERE DOORBELL BUTTONS INTEGRATED WITH OTHER FEATURES ARE REQUIRED TO BE INSTALLED ABOVE 48 IN. MEASURED FROM THE EXTERIOR FLOOR OR LANDING, A STANDARD DOORBELL BUTTON OR CONTROL SHALL ALSO BE PROVIDED AT A HEIGHT NOT EXCEEDING 48 IN. ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON OR CONTROL. (CRC R327.1.4) 17 ' - 8 " DEMO ROOF DEMO ROOF (E) BUILDING WALL BELOW BUILDING WALL BELOW BUILDING WALL BELOW (E) ASPHALT COMP. SHINGLES (TO REMAIN) (N) BUILT-UP ROOFING MFG:GAF Tri-Ply APP Granular Cap Sheet ASTM D6222, type I, grade G 9" 1' - 0 " 1'-0" 1' - 0 " 1'-0" 18'-9" 1'-9" PR O P . L I N E . PROP. LINE. 3 1 / 2 " / 1 2 " 3 1/2" / 12" 2% S L O P E DEMO. EAVE. SEE DETAIL B3/A501 ISSUED DATE: REVISIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE DRAFTER/DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE USED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. NO . D E S C R I P T I O N D A T E DRAFTER/DESIGNER: LUIS N OROZCO 562.661.9281 LUIS.OROZCO.A@LIVE.COM DATE: 11/19/2024 A102 REFLECTED CEILING PLAN & ROOF PLAN PR O P E R T Y O W N E R : S I L V I A T O R R E S 15 1 1 S . B I R C H S T . SA N T A A N A , C A 9 0 7 2 7 GA R A G E C O N V E R S I O N T O A N AC C E S S O R Y D W E L L I N G U N I T 09/10/2024 Scale:1/4" = 1'-0"1 RP - PROPOSED Scale:1/4" = 1'-0"2 RCP - PROPOSED 2 B U I L D I N G S U B M I T T A L 1 1 / 1 9 / 2 0 2 4 NORTHNORTH Scale:1/4" = 1'-0"3 RP - EXISTING NORTH FIN. FLOOR 0' -1" (E) GRADE 0' -0" T.O.P. 8' -8" T.O. ROOF 11' -8" 1'-0" 3'-2" PR O P . L I N E . DEMO. PORTION OF ROOF & WALL 1'-10" TRIM EAVE FIN. FLOOR 0' -1" (E) GRADE 0' -0" T.O.P. 8' -8" T.O. ROOF 11' -8" PR O P . L I N E . (E) POOL SHOWER W2W4 103D W5 DEMO. PATIO COVER FIN. FLOOR 0' -1" (E) GRADE 0' -0" T.O.P. 8' -8" T.O. ROOF 11' -8" PR O P . L I N E . DEMO. PORTION OF ROOF & WALL DEMO. PATIO COVER FIN. FLOOR 0' -1" (E) GRADE 0' -0" T.O.P. 8' -8" T.O. ROOF 11' -8" PR O P . L I N E . DEMO. GARAGE DR. & PATIO COVER TRIM EAVE (E) GRADE 0' -0" T.O.P. 8' -8" T.O. ROOF 11' -8" 5'-0" (N) TANKLESS WTR HTR (N) MINI SPLIT PR O P . L I N E . W2 W3 W4W5 EXT. RATED GFI (E) POOL SHOWER (N) FIN. FLOOR 0' -6" 6" C1 A501 C3 A501 101E (E) GRADE 0' -0" T.O.P. 8' -8" T.O. ROOF 11' -8" PR O P . L I N E . 3 A401 7' - 1 0 " @WALL 5'-0" (N) PORCH COVER (N) STUCCO FINISH & COLOR TO MATCH EXISTING (N) FIN. FLOOR 0' -6" (E) GRADE 0' -0" T.O.P. 8' -8" T.O. ROOF 11' -8" (N) TANKLESS WTR HTR (N) MINI SPLIT 4'-0" 1'-0" PR O P . L I N E . EXT. RATED GFI W/ WEATHER PROOF COVER (E) ASPHALT COMP. SHINGLES (E) BUILT-UP ROOFING (N) FIN. FLOOR 0' -6" (E) EXTERIOR SHOWER (E) GRADE 0' -0" T.O.P. 8' -8" T.O. ROOF 11' -8" 1'-0" 5'-0" PR O P . L I N E . 2 A401 101A W1 (N) PORCH COVER (E) ASPHALT COMP. SHINGLES 6" (N) FIN. FLOOR 0' -6" 3' - 0 " (N) PATIO KICKERS 6' - 5 " A502 B3 D1 A501 D2 A501 ISSUED DATE: REVISIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE DRAFTER/DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE USED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. NO . D E S C R I P T I O N D A T E DRAFTER/DESIGNER: LUIS N OROZCO 562.661.9281 LUIS.OROZCO.A@LIVE.COM DATE: 10/23/2024 A201 EXTERIOR ELEVATIONS PR O P E R T Y O W N E R : S I L V I A T O R R E S 15 1 1 S . B I R C H S T . SA N T A A N A , C A 9 0 7 2 7 GA R A G E C O N V E R S I O N T O A N AC C E S S O R Y D W E L L I N G U N I T 09/10/2024 NOTE: (N) EXTERIOR STUCCO FINISH/COLOR WALLS AND ASPHALT COMP. SHINGLES TO MATCH EXISTING PRIMARY STRUCTURE. 1 P L A N N I N G 1 S T P C R E S U B M I T T A L 1 0 / 2 3 / 2 0 2 4 Scale:1/4" = 1'-0"3 (E) EAST Scale:1/4" = 1'-0"1 (E) NORTH Scale:1/4" = 1'-0"2 (E) SOUTH Scale:1/4" = 1'-0"4 (E) WEST Scale:1/4" = 1'-0"5 (N) NORTH Scale:1/4" = 1'-0"6 (N) SOUTH Scale:1/4" = 1'-0"7 (N) EAST Scale:1/4" = 1'-0"8 (N) WEST NOTE: TANKLESS WATER HEATER TO BE WITHIN AN ENCLOSURE THAT MATCHES THE COLOR AND MATERIAL OF THE ADU. 6" 3' - 0 " 6" 3' - 0 " 3' - 7 " TEMPERED GLAZING 7' - 0 " 4" TEMPERED GLAZING 7' - 0 " 4" 4' - 0 " 3' - 0 " 30" MIN. 8' - 0 " SH O W E R 2' - 6 " DA M 4 1 / 2 " 5'-0" EQ EQ 30 " M I N . 3' - 1 1 / 2 " VA N I T Y 2' - 0 " 24" MIN. 2'-4 1/2" RANGE 2'-0"1" CABINETS 4'-6"1" REF 2'-0" CO U N T E R T O P 2' - 1 " A301 2B 2A B 8'-8" 30 " C L R . CLEAR 4'-1 1/2" 30 " C L R KITCHEN HOOD GFI EQEQEQ2'-2" 2'-6"1'-0"1'-0"2'-0"2'-0" A502 D1 TYP ISSUED DATE: REVISIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE DRAFTER/DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE USED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. NO . D E S C R I P T I O N D A T E DRAFTER/DESIGNER: LUIS N OROZCO 562.661.9281 LUIS.OROZCO.A@LIVE.COM DATE: A301 ENLARGED FLOOR PLANS & INTERIOR ELEVATIONS PR O P E R T Y O W N E R : S I L V I A T O R R E S 15 1 1 S . B I R C H S T . SA N T A A N A , C A 9 0 7 2 7 GA R A G E C O N V E R S I O N T O A N AC C E S S O R Y D W E L L I N G U N I T 09/10/2024 Scale:1/2" = 1'-0"1A BATHROOM - TYP. Scale:1/2" = 1'-0"1B BATHROOM - TYP. Scale:1/2" = 1'-0"1C BATHROOM - TYP. Scale:1/2" = 1'-0"1D BATHROOM - TYP. PER CRC SECTION R327, BATHROOM SHALL BE PROVIDED WITH REINFORCEMENT INSTALLED AS FOLLOWS: 1. REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING AGENCY. 2. REINFORCEMENT SHALL NOT BE LESS THAN 2 BY 8 IN. NOMINAL LUMBER. OR OTHER CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT AND LOAD CAPACITY. REINFORCEMENT SHALL BE LOCATED BETWEEN 32 IN. AND 39 1/4 IN. ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL FRAMING. 3. WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL. 4. SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. 5. BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6 IN. ABOVE THE BATHTUB RIM. Scale:1/2" = 1'-0"1 FP - BATH (ENLARGED) Scale:1/2" = 1'-0"2 FP - KITCHENETTE (ENLARGED) Scale:1/2" = 1'-0"2B KITCHENETTE (SOUTH) Scale:1/2" = 1'-0"2A KITCHENETTE (EAST) WASHER & DRYER 1/2" WOOD STR. PANEL, REF. STRUC. DRAWINGS 2X6 DOUBLE TOP PLATE 2X SOLID BLOCKING W/ APPROVED FRAMING CLIPS EA. BLOCK 1/2" CDX PLY SHEATHING W/8d @ 6"/6"/12" O.C. (COMMON NAILS) REFERENCE STRUCTURAL DRAWINGS. ASPHALT COMPOSITE SHINGLES. SEE ROOF PLAN FOR COOL ROOF CALL-OUT. ROOF RAFTERS, SEE STRUCTURAL DRAWINGS. 7/8" CEMENT PLASTER OVER MTL LATH OVER (2) LAYERS OF GRADE 'D' PAPER, TYP. ATTIC VENT BEYOND CEILING JOIST, SEE STRUCTURAL DRAWINGS FOR REFERENCE, W/ BATT INSUL. OVER 5/8" GYP. HARD-LID CEILING TYP. 2"X STUD WALL @ 16" O.C. (DF STUD GRADE-MINIMUM) W/ (BATT) WHERE OCCURS. SEE WALL SCHEDULE FOR WALL TYPES. @ RATED ROOF END R-15 R-30 @ RATED EXTERIOR SOFFIT: 7/8" CEMENT PLASTER OVER MTL LATH OVER (2) LAYERS OF GRADE 'D' PAPER, TYP. A501 A1 4" 2X P.T. SILL W/12"X10" A.B. @ 6' O.C. 0.229" X 3" X 3" PLATE WASHERS INTERIOR SPACE A501 B2 (E) FINISH SURFACE 0'-0" T.O. SILL PLATE 7'-10" TY P . 4" 2' - 0 " 1'-0" (E) GRADE 0' -0" T.O.P. 8' -8" T.O. ROOF 11' -8" 2 3 4 5 3 A401 8' - 8 1 / 4 " 1 6 (N) FIN. FLOOR 0' -6" R-30 BATT INSULATION @ FLAT ROOF 7' - 1 0 " 7' - 4 " R-30 BATT INSULATION @ CEILING 1' - 8 " 3' - 0 " (E) GRADE 0' -0" T.O.P. 8' -8" T.O. ROOF 11' -8" AEC 2 A401 (N) FIN. FLOOR 0' -6" 7' - 1 0 " A401 1 3' - 0 " ISSUED DATE: REVISIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE DRAFTER/DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE USED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. NO . D E S C R I P T I O N D A T E DRAFTER/DESIGNER: LUIS N OROZCO 562.661.9281 LUIS.OROZCO.A@LIVE.COM DATE: 04/24/25 A401 WALL SECTIONS PR O P E R T Y O W N E R : S I L V I A T O R R E S 15 1 1 S . B I R C H S T . SA N T A A N A , C A 9 0 7 2 7 GA R A G E C O N V E R S I O N T O A N AC C E S S O R Y D W E L L I N G U N I T 09/10/2024 3 B U I L D I N G S U B M I T T A L # 2 0 4 / 2 4 / 2 5 Scale:1/2" = 1'-0"1 WALL SECTION TYPE B Scale:1/4" = 1'-0"2 BUILDING SECTION A Scale:1/4" = 1'-0"3 BUILDING SECTION B 3 3 GYPSUM BOARD DOOR AS SCHEDULED, SEE FLOOR PLANS FOR DOOR SWING WALL PER WALL TYPES. WOOD FRAMING HEADER, TYP. 5/ 8 " 2" 22 GAGE GALV. SHEET METAL DRIP EDGE CONT. BACKER ROD & SEALANT, TYP. SELF-ADHERED FLEXIBLE FLASHING, TYP. 2"2" 1/2" 7/8" EXTERIOR PLASTER OVER METAL LATH OVER (2) LAYERS OF GRADE D. 60 MIN. ASPHALTIC PAPER CONT. PLASTER HEAD FLASHING. PAINTED TO MATCH EXTERIOR FINISH. EXTERIOR DOOR PER SCHEDULE, SEE FLOOR PLANS FOR DOOR SWING FINISH FLOOR PER OWNER ALUMINUM THRESHOLD, SET IN FULL BED OF MASTIC LINE OF DOORSTOP BEYOND LINE OF FRAME BEYOND 2 1 MAX. ANCHOR @ 24" O.C. 6"@ ENDS, 2" MIN. EMBEDMENT EXTERIOR CONCRETE EL E V . SE E E X T . ALLOW PROPER AIR VENTILATION. PROVIDE INSECT SCREEN WITH STAGGERED PERFORATIONS. PROVIDE 1" SPACE BETWEEN INSULATION AND ROOF SHEETHING WALL PER WALL TYPES. 15/32" WOOD STR. PANEL, REF. STRUC. DRAWINGS 2X RAFTER PER STRUCTURAL DRAWINGS (2) 2X4 TOP PLATE EDGE NAIL UPLIFT FRAMING CLIP PER TABLE R802.11 1/2" CDX PLY SHEATHING W/8d @ 6"/6"/12" O.C. (COMMON NAILS) REFERENCE STRUCTURAL DRAWINGS. SIMPSON TIE PER STRUCTURAL DRAWINGS 2X BLKG. B.N. 8D @ 6" O.C. 2X FASCIA W/ 2# 10X 3" LONG WOOD SCREWS @ EACH RAFTER (8) 16D NAILS MIN. FLASHING W/ CAULKING SELF-ADHERED FLEXIBLE FLASHING 5/8" GYP. BD. (2) LAYERS OF GRADE D BLDG PAPER, TYP. EXT. PLYWOOD SHEATHING. GALV. SHEET METAL WEEP SCREED - PROVIDE MIN. 3 1/2" ATTACHMENT FLANGE 2X P.T. SILL W/ 1/2" X 10" ANCHOR BOLTS @ 6' O.C. & 0.229" X 3" X 3" PLATE WASHERS EXT.FINISHED GRADE. SLOPE TO DRAIN. 7/8" EXTERIOR PLASTER OVER METAL LATH PLASTER NOTE: EXTERIOR PLASTER (STUCCO) WALL SHALL BE PROVIDED WITH A CORROSION RESISTANT WEEP SCREED COMPLYING WITH SECTION R703.7.2.1 TEXTURED TERMINATION TAPE UNDERSLAB VAPOR BARRIER (10 MIL VISQUEEN) 2" SAND OVER 6 MIL VISQUEEN CONT. URETHANE SEALANT SEALANT AND BACKER ROD BATT. INSULATION GC TO PROVIDE MOISTURE BARRIER COATING WHERE 6 MIL VISQUEEN IS NOT ABLE TO BE CONFIRMED. GC. TO CONFIRM (E) CONC. CURB WD. BASE BOARD 8" M I N . 24 " T Y P 12" MIN. (2) -#4 BAR, TOP (2) -#4 BAR, BOTTOM 3" C L R . 3-1/2" CONC. SLAB, #4 DEFORMED REINF. @16" O.C. EA WAY FOOTING NOTE: GC TO FIELD VERIFIED EXISTING FOOTING CONDITION FOR OVERALL COMPLIANCE, ADJUST AS REQ. SEE STRUCTURAL DRAWINGS AND DETAILS FOR FURTHER INFORMATION. 5/8" GYP BD. WOOD HEADER, PER STRUCTURAL WINDOW FRAME. CONT. SEALANT & BACKER ROD, TYP. SELF-ADHERED FLEXIBLE FLASHING, TYP. 24 GA. SHEET METAL DRIP, SET IN A CONT. BED OF SEALANT. TYP. GLAZING PER WINDOW TYPES, TYP. J-MOLD, TYP. V.I.F. 7/8" CEMENT PLASTER OVER MTL LATH OVER (2) LAYERS OF GRADE D BLDG PAPER, TYP. INT. WINDOW FASCIA TRIM PER MFG. 1/2" TYP. BATT INSULATION NOTE: 1. CONTRACTOR SHALL VERIFY COMPATIBILITY BETWEEN MATERIALS PRIOR TO INSTALLATION OF ANY WATERPROOFING OR WATER BARRIER MATERIALS. 2. SEE DETAIL NO.7 FOR TYPICAL WINDOW FLASHING. G.C. SHALL COORDINATE AS REQUIRED CONT. BACKER ROD & SEALANT GYP. BD. GALV. SHEET METAL WEEP SCREED -PROVIDE MIN. 3 1/2" ATTACHMENT FLANGE 2X P.T. SILL W/ ANCHOR BOLTS AND PLATE WASHERS 2X RIM JOIST CONC. STEM WALL PLASTER NOTE: EXTERIOR PLASTER (STUCCO) WALL SHALL BE PROVIDED WITH A CORROSION RESISTANT WEEP SCREED COMPLYING WITH SECTION R703.7.2.1 FOOTING NOTE: 1. SEE STRUCTURAL DRAWINGS AND DETAILS FOR FURTHER INFORMATION. 2. WEEP SCREED FOR EXT. PLASTER SHALL BE 4" MIN. ABOVE EARTH OR 2" ABOVE PAVED AREAS. INSTALL AS REQ. (2) LAYERS OF GRADE D BLDG PAPER, TYP. EXT. PLYWOOD SHEATHING. 7/8" EXTERIOR PLASTER OVER METAL LATH TEXTURED TERMINATION TAPE SEALANT AND BACKER ROD FLASHING W/ CAULKING EXT.FINISHED GRADE. SLOPE TO DRAIN. CONT. URETHANE SEALANT SELF-ADHERED FLEXIBLE FLASHING 4" M I N . UNDERFLOOR VENTS BEYOND EXTERIOR DOOR PER SCHEDULE, SEE FLOOR PLANS FOR DOOR SWING FINISH FLOOR PER OWNER ALUMINUM THRESHOLD, SET IN FULL BED OF MASTIC LINE OF DOORSTOP BEYOND LINE OF FRAME BEYOND 2 1 MAX. ANCHOR @ 24" O.C. 6"@ ENDS, 2" MIN. EMBEDMENT EXTERIOR LANDING 1/ 4 " 3/ 4 " 5/8" GYP BD. WOOD STUD, PER STRUCTURAL WINDOW FRAME. CONT. SEALANT & BACKER ROD, TYP. SELF-ADHERED FLEXIBLE FLASHING, TYP. GLAZING PER WINDOW TYPES, TYP.V.I.F. 7/8" CEMENT PLASTER OVER MTL LATH OVER (2) LAYERS OF GRADE D BLDG PAPER, TYP. INT. WINDOW FASCIA TRIM PER MFG. 1/2" TYP. BATT INSULATION NOTE: 1. CONTRACTOR SHALL VERIFY COMPATIBILITY BETWEEN MATERIALS PRIOR TO INSTALLATION OF ANY WATERPROOFING OR WATER BARRIER MATERIALS. 2. SEE DETAIL NO.7 FOR TYPICAL WINDOW FLASHING. G.C. SHALL COORDINATE AS REQUIRED MANUFACTURER APPROVED WEATHER BARRIER SIDING NOTES: -BLIND NAIL ATTACHMENT -STAGGER JOINTS ON ALL WALLS LESS THAN 11'-0" IN LENGTH (ALLOW FOR MITER AT ALL CORNERS) -INSTALL JOINT FLASHING AT ALL JOINTS INCLUDING BUTT JOINTS AND LAP JOINT AT END OF PLANKS, PER MANUFACTURE'S WRITTEN RECOMMENDATIONS. -MAINTAIN MIN. CLEAR GAP OF 1/4" BETWEEN WEEP SCREED FLASHING & BOTTOM OF HARDIE PLANK -SHIM FURRING TO MAINTAIN STRAIGHTNESS OF SIDING APPLICATION. TY P . 1 1 / 4 " M I N . TY P . 1 1 / 4 " M I N . TY P . 1 1 / 4 " M I N . 6" HARDIE PLANK SIDING OR EQUAL 5/8" FIBER CEMENT LAP SIDING ATTACHED W/ (RIBBED WAFER- HEAD No. 8 0.375" X 1 1/4" @ 16" O.C.) TY P . 3/ 4 " 1-HR RATED SOFFIT 7/8" EXTERIOR PLASTER ON METAL LATH OVER (2) LAYERS BLDG PAPER OVER 1/2" EXT. PLYWOOD SHEATHING STARTER BLOCK SHT. MTL. FLASHING J-MOLDING RIDGE BOARD. NAILING PATTER PER FRAMING PLAN SLOPE -SEE ROOF SHEATHING 2 LAYERS OF TYPE 15 FELT FOOR RIDGE STRAP ROOF ASPHALT SHINGLES NOTES: 1. ROOF SLOPE-COMP SHINGLES (R905.2) 2. RIDGE (R802.3) NAILS (TABLE R602.3(1)) ROOF PLAN SLOPE -SEE ROOF SHEATHING 2 LAYERS OF TYPE 15 FELT ROOF ASPHALT SHINGLES NOTES: 1. ROOF SLOPE-COMP SHINGLES (R905.2) ROOF PLAN SELF-ADHERED FLEXIBLE FLASHING, TYP. (2) LAYERS OF GRADE D BLDG PAPER, TYP. EXT. PLYWOOD SHEATHING. 7/8" EXTERIOR PLASTER OVER METAL LATH 8" MIN. SAFF 8" M I N . S A F F 4" M I N . GALV. SHEET METAL FLASHING. PAINT TO MATCH EXT. TRIM. 26 GA. GALV. WEEP SCREED 2X RAFTER PER STRUCTURAL DRAWINGS 1/2" CDX PLY SHEATHING W/8d @ 6"/6"/12" O.C. (COMMON NAILS) REFERENCE STRUCTURAL DRAWINGS. 2X BLKG. B.N. 8D @ 6" O.C. (8) 16D NAILS MIN. NOTE: 1. 1 HR RATED WALL WHERE NOTED, SEE FLOOR PLAN 2. NO SOFFIT VENTS ON 1 HR OVERHANG 1-HR RATED WALL PER WALL TYPES. 1/2" WOOD STR. PANEL, REF. STRUC. DRAWINGS (2) 2X4 TOP PLATE 1-HR RATED SOFFIT 7/8" EXTERIOR PLASTER ON METAL LATH OVER (2) LAYERS BLDG PAPER OVER 1/2" EXT. PLYWOOD SHEATHING UPLIFT FRAMING CLIP PER TABLE R802.11 SIMPSON TIE PER STRUCTURAL DRAWINGS 2X FASCIA W/ 2# 10X 3" LONG WOOD SCREWS @ EACH RAFTER EDGE NAIL SHT. MTL. FLASHING 2 LAYERS OF 15# FELT W/ 19" OVERLAP. ROOF SHEATHING ROOF ASPHALT SHINGLES SELF-ADHERE FLEXIBLE FLASHING AT ROOF TRANSITION (N) FLASHING TAPE 20 G.A. SHEET METAL FLASHING WITH INTEGRATED DRIP EDGE 7/8" CEMENT PLASTER OVER MTL LATH OVER (2) LAYERS OF GRADE D BLDG PAPER, TYP. 8" S.A.F.F. A35 @ 12" O.C. (E) CEILING JOIST CEILING GYP. BD. 5/8" TYPE X GYP. BD. WOOD BLOCKING S E A L A N T 1/ 2 " F I R E PACK BATT INSULATION WITHIN CAVITY ROOF UNDERLAYMENT NOTE: 1. 1 HR RATED WALL WHERE NOTED, SEE FLOOR PLAN 2. NO SOFFIT VENTS ON 1 HR OVERHANG ISSUED DATE: REVISIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE DRAFTER/DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE USED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. NO . D E S C R I P T I O N D A T E DRAFTER/DESIGNER: LUIS N OROZCO 562.661.9281 LUIS.OROZCO.A@LIVE.COM DATE: 04/24/25 A501 DETAILS - CONSTRUCTION PR O P E R T Y O W N E R : S I L V I A T O R R E S 15 1 1 S . B I R C H S T . SA N T A A N A , C A 9 0 7 2 7 GA R A G E C O N V E R S I O N T O A N AC C E S S O R Y D W E L L I N G U N I T 09/10/2024 Scale:3" = 1'-0"C3 DR - EXTERIOR DOOR HEAD Scale:3" = 1'-0"C1 DR - EXTERIOR DOOR - THRESHOLD Scale:1 1/2" = 1'-0"B1 RF - EAVE & VENT Scale:3" = 1'-0"A1 EXT - WALL FOOTING - SOG Scale:3" = 1'-0"D2 WD - WINDOW HEAD Scale:3" = 1'-0"A2 EXT - WALL FOOTING - RAISED Scale:3" = 1'-0"C2 DR - EXTERIOR DOOR - THRESHOLD.W Scale:3" = 1'-0"D1 WD - WINDOW SILL NOT USED Scale:3" = 1'-0"A3 EXT - WALL - CLADING Scale:3" = 1'-0"F1 RF - T.O. RIDGE NOT USED Scale:3" = 1'-0"F2 RF - ROOF TO WALL 3 B U I L D I N G S U B M I T T A L # 2 0 4 / 2 4 / 2 5 Scale:1 1/2" = 1'-0"B2 RF - RATED EAVE & VENT NOT USED Scale:3" = 1'-0"B3 EXT - WALL & ROOF FLUSH TRANSITION 3 ACCESS PANEL -PUSH UP INSULATION DOUBLE 2X PER FRAMING PLAN. SEE A3.02 FOR REF. GYPSUM BOARD TRIM AIR-SEAL GASKET 6x CEILING JOIST @ 16" O.C. MAX. WALL PER WALL TYPES, TYP. 5/8" GYP. BD. CEILING SIMPSON U26 EA. SIDE, TYP. 2X LEDGE W/ 3-16D NAILS @ EACH STUD W/ 3-16 D NAIL @ EACH BLKG. 2X BLKG. 2X4 @ 16" O.C. STUD WIRE MESH 6-MIL POLY OR 15LB. FELT, LAP OVER MEMBRANE TILE OVER LATEX-MODIFIED THINSET (N) 4" SHOWER DRAIN, 2-PIECE CLAMPING SOLID BLOCKING BETWEEN STUDS EXTEND MEMBRANE 3" ABOVE CURB MORTAR BED OR CEMENT BACKER BOARD 2X WALL MORTAR BED 40-MIL CPE SHOWER PAN MEMBRANE CRUSHED TILE AROUND WEEP HOLES LATEX-MODIFIED MORTAR SLOPED 1/4" PER FT. 15 LB. FELT AND WIRE LATH WOOD FLOOR SUB-BASE, SEE STRUCT. FOR REF. CURB SEALANT WITH BACKER ROD. ALUMINUM TRACK TO BE INSTALLED PER MANF. SPECS. BATHROOM GLASS ENCLOSURE. SEE ENLARGE PLAN FOR SAFETY GLAZING INFORMATION. 2 1 3 3 4 5 6 1. 1/2" SISALKRAFT FLASHING OR EQUIVALENT 2. INSTALL SILL FLASHING FASTEN TOP EDGE ONLY 3. INSTALL SIDE FLASHING LAP OVER SILL FLASHING 4. INSTALL FRAME WITH NAILING FLANGE ON CONT. SEALANT BED 5. INSTALL HEAD FLASHING ON CONT. SEALANT BED OVER NAILING FLANGE 6. INSTALL BUILDING FELT UNDER SILL FLASHING AND OVER SIDE AND HEAD FLASHING BEST PRACTICES FOR FUTURE PHOTOVOLTAIC SYSTEM INSTALLATION ELEC. SERVICE PANEL SHALL HAVE RESERVED SPACES TO ALLOW FOR THE INSTALLATION OF DOUBLE POLE CIRCUIT BREAKERS FOR THE FUTURE INSTALLATION OF: 1.SOLAR ELECTRIC. (CEnC 110.10 (b)B 4(e)) 2.ENERGY STORAGE SYSTEM (CEnC 150.0(s)) 3.HEAT PUMP SPACE HEATER(CEnC 150.0(t)) 4.ELECT. COOKTOP (CEnC 150.0(u)) 5.ELECT. CLOTHES DRYER (CEnC 150.0(v)) RESERVE 36"X36" AREA FOR INVERTER, METER AND DISCONNECT 3/4" NON-FLEXIBLE METAL CONDUIT (MIN.) WITH PULL STRING TERMINATED IN 4" SQUARE BOX FOR DC CONDUCTORS APPROX. 36" OFF THE FINISHED FLOOR AND LABELED "RESERVED FOR SOLAR" ELECTRIC PANEL MAIN FINISHED FLOOR 3 6 " 3 6 " 36" SEE FLOOR PLAN 0' - 3 " T Y P . 1'-0" TYP.EQ EQ 0' - 1 1 / 2 " CONCRETE HOUSEKEEPING PAD CHAMFER ALL OUTSIDE CORNERS CONSTRUCTION NOTES: 1. PAD DIMENSIONS AND ANCHOR BOLT SIZES TO SUIT EQUIPMENT. REFERENCE EQUIPMENT MANUFACTURER SPECS FOR INSTALLATION REQUIREMENTS. DESIGN NOTES: 1. CONSULT WITH EQUIPMENT CUTSHEET TO DETERMINE IF A THICKENED FLOOR SLAB UNDER BASED IS REQUIRED. 2. SLAB SURFACE PREPARATION FOR PAD DETERMINED BY WHETHER NEW OR EXISTING. SLAB SURFACE SHALL BE ROUGHENED IN PREPARATION FOR CONCRETE PAD. W.W.F. 6X6 -W4XW4 #4 @12" O.C. ALONG PERIMETER OF PAD AL L A R O U N D 0' - 1 " C L E A R (E) FINISH FLOOR0' - 0 1 / 2 " 0' - 0 1/2" EPOXY DOWEL INTO CONC. SLAB 4" MIN. EXTEND EDGE OF PAD 4" MIN. BEYOND EQUIP. FRAME, TYP. TOP LANDING BOTTOM LANDING NOTE: FOR TREAD AND RISER DIMENSION REFER TO PLANS AND SECTIONS. STAIRS, REISER AND LANDINGS SHALL BE COORDIANTED BY CONTRACTOR. TW = TREAD WIDTH 1-1/4 MAX TW 12" MIN 12" MIN TW + 1236 " T Y P TO F F 36 " T Y P . TOP & BOTTOM TYP 1-1/2" OD HANDRAIL WITH RADIUSED RETURNS TO WALL EA END. HANDRAIL MATERIAL TBD. A502 C3 NOTE: THE BOTTOM OF HANDRAIL GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20% OF THEIR LENGTH. FINISH WALL 1-1/2" ∅HANDRAIL 1/ 8 " C L E A R 1 1/2" 1 1/2" MIN 1 1/2" 1 1/2" MIN 1 1 / 2 " U. N . O . 36 " M I N . U. N . O . 36 " M I N . WASHER DRYER 12 " M I N . VERTICAL (VER.) VENT BACK DRAFT DAMPER (BDD). SEE FLOOR PLAN FOR VENT DIRECTION / ORIENTATION. HORIZONTAL (HRZ.) VENT DIRECT TO EXTERIOR (14 FEET MAX). SEE FLOOR PLAN FOR VENT DIRECTION / ORIENTATION. VE R . V E N T HRZ. VENT DRYER VENT INLET GFI QUAD OUTLET HOT & COLD WATER SUPPLY DRAIN GAS POINT OF CONNECTION 18 " T Y P . CLOTHES DRYERS -DOMESTIC MOISTURE EXHAUST DUCTS PER CMC SECTION 504 • DUCT SHALL TERMINATE ON THE OUTSIDE OF BUILDING AND BE EQUIPPED WITH BACK-DRAFT DAMPER. • NO SCREENS SHALL BE INSTALLED AT DUCT TERMINATION • DUCT SHALL NOT BE CONNECTED BY SHEET METAL SCREWS OR OTHER OBSTRUCTIVE FASTENERS. • DUCT SHALL NOT BE CONNECTED TO GAS VENT CONNECTOR, GAS VENT, OR CHIMNEY AND SHALL ONLY SERVE CLOTHS DRYERS. • DUCTS UNDER POSITIVE PRESSURE SHALL NOT EXTEND INTO OR THROUGH DUCT OR PLENUMS. • A FLEXIBLE DUCT CANNOT EXTEND MORE THAN 6 FT AND CANNOT BE CONCEALED. • VENTS SHALL BE INSTALLED TO EXTEND AT MIN. 12" ABOVE FINISHED ROOF SURFACE. • DOMESTIC CLOTHES DRYERS WHEN A COMPARTMENT OR SPACE FOR DOMESTIC TYPE 1 CLOTHS DRYER IS PROVIDED, THE FOLLOWING RESTRICTIONS APPLY: • MINIMUM 4-INCH DIAMETER MOISTURE EXHAUST DUCT APPROVED MATERIAL SHALL BE INSTALLED. • DUCTS SHALL BE INSULATED THROUGH ATTIC ND CRAWL SPACE WITH 1 3/4" POUND FIBERGLASS DUCT WRAP. • DOMESTIC CLOTHES DRYER VENTS SHALL BE MADE OF METAL AND HAVE SMOOTH INTERIOR SURFACE. • TRANSITION DUCTS USE TO CONNECT THE DRYER TO THE EXHAUST DUCT SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. LENGTH LIMITATION • UNLESS OTHERWISE PERMITTED OR REQUIRED BY THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND APPROVED BY THE BUILDING OFFICIAL, DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FT, INCLUDING TWO 90-DEGREE ELBOWS. • TWO FEET SHALL BE DEDUCTED FOR EACH 90-DEGREE ELBOW IN EXCESS OF TWO. EXCEPTION: WHERE AN EXHAUST DUCT POWER VENTILATOR, IN ACCORDANCE WITH SECTION 504.4.2.3, I USED, THE MAXIMUM LENGTH OF THE DRYER EXHAUST DUCT SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE DRYER EXHAUST DUCT POWER VENTILATOR MANUFACTURER'S INSTALLATIONS INSTRUCTIONS. EXHAUST DUCT POWER VENTILATORS • DRYER EXHAUST DUCT POWER VENTILATORS FOR SINGLE RESIDENTIAL CLOTHES DRYERS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 705 AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S INSTALLATION INSTRUCTIONS. TERMINATION OF ENVIRONMENTAL AIR DUCTS • DUCT SHALL TERMINATE A MINIMUM OF 3 FT FROM PROPERTY LINE AND 3 FT FROM OPENINGS INTO THE BUILDING. PROVISIONS FOR MAKEUP AIR • WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING OF NO LESS THAN 100 SQUARE INCHES FOR MAKEUP AIR SHALL BE PROVIDED IN THE DOOR OR BY OTHER APPROVED MEANS. INTERIOR ELEVATION ISSUED DATE: REVISIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE DRAFTER/DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE USED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. NO . D E S C R I P T I O N D A T E DRAFTER/DESIGNER: LUIS N OROZCO 562.661.9281 LUIS.OROZCO.A@LIVE.COM DATE: A502 DETAILS - CONSTRUCTION PR O P E R T Y O W N E R : S I L V I A T O R R E S 15 1 1 S . B I R C H S T . SA N T A A N A , C A 9 0 7 2 7 GA R A G E C O N V E R S I O N T O A N AC C E S S O R Y D W E L L I N G U N I T 09/10/2024 Scale:3" = 1'-0"A2 INT - ATTIC ACCESS PANEL Scale:1 1/2" = 1'-0"A3 INT - WOOD FRAME TYPICAL CEILING Scale:3" = 1'-0"B1 INT - SHOWER PAN - WOOD FLOORS Scale:3" = 1'-0"B3 WD - PERIMETER FLASHING Scale:3" = 1'-0"B2 EXT - ELEC. SVC PANEL- FUTURE PV Scale:3" = 1'-0"C1 EXT - HVAC HOUSEKEEPING PAD Scale:1/4" = 1'-0"C2 INT - STAIR RAILING Scale:1 1/2" = 1'-0"C3 INT - RAILING REQUIREMENT Scale:3" = 1'-0"D1 INT - DOMESTIC CLOTHES DRYER NOT USED NOT USED ISSUED DATE: REVISIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE DRAFTER/DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE USED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. NO . D E S C R I P T I O N D A T E DRAFTER/DESIGNER: LUIS N OROZCO 562.661.9281 LUIS.OROZCO.A@LIVE.COM DATE: A503 DETAILS - TYP. CONSTRUCTION PR O P E R T Y O W N E R : S I L V I A T O R R E S 15 1 1 S . B I R C H S T . SA N T A A N A , C A 9 0 7 2 7 GA R A G E C O N V E R S I O N T O A N AC C E S S O R Y D W E L L I N G U N I T 09/10/2024 PIPE SCHEDULE PIPE SOIL WASTE & VENT WATER AFF WATER BEL FLR MATERIAL DWV ABS DWV ABS TYPE "L" COPPER TYPE "K" COOPER MATERIAL FINISH LEGEND FLOOR F1 ENGINEERED HARDWOOD OVER SCREED ADHESIVE F2 SUBWAY TILE F3 CONCRETE FLOOR -BROOM FINISH F4 CERAMIC TILE BASE B1 HARD WOOD BASE B2 SUBWAY TILE B3 CERAMIC TILE WALL W1 GYPSUM BOARD W2 TYP "X" GYPSUM BOARD W3 CEMENTITIOUS BACKER BOARD W4 CERAMIC TILE CEILING C1 HARD LID C2 HARD LID W/ TYPE "X" GYP C3 HARD LID -MOISTURE RESISTANT GYP. BD. FINISH PT1 PAINT -COLOR TBD. PT2 PAINT -SEMI-GLOSS. SMOOTH&EASILY WASHABLE TL1 SUBWAY TILE DOOR TYPE A1 -INT POCKET A3 - INT SEE SCHEDULE SE E S C H E D U L E A2 - INT FRAMELESS SEE SCHEDULE SE E S C H E D U L E A4 - INT SEE SCHEDULE SE E S C H E D U L E SE E S C H E D U L E SEE SCHEDULE DOOR HARDWARE TBD GR - EXT SE E S C H E D U L E SEE SCHEDULESEE SCHEDULE SE E S C H E D U L E B2 - EXT B1 - EXT SEE SCHEDULE SE E S C H E D U L E TRI - EXT SE E S C H E D U L E SEE SCHEDULE A5 - INT VENTED SEE SCHEDULE SE E S C H E D U L E MIN. 100 SQ.IN. OPENING SEE SCHEDULE SE E S C H E D U L E B3 - EXT WINDOW TYPEWINDOW TYPE WA SEE SCHEDULE SE E S C H E D U L E SE E E X T . E L E V SINGLE-HUNG CASEMENT WD SLIDER SEE SCHEDULE SE E E X T . E L E V WC FIXED SEE SCHEDULE SE E E X T . E L E V EGRESS WINDOWS: SYMBOL (*) 1. 20" MIN. CLEAR WIDTH 2. 24" MIN. CLEAR HEIGHT 3. 5.7 SF. MIN. OPERABLE AREA NOTES: A. EMERGENCY ESCAPE / EXIT WINDOW PER CBC 310.4 B. SIZES ARE TAKEN FROM DATA SUPPLIED BY WINDOW MANUFACTURER, HOWEVER THESE ARE GENERAL DIMENSIONS. IT IS THE OWNER'S RESPONSIBILITY TO VERIFY THAT THE ACTUAL WINDOWS INSTALLED MEET THE MINIMUM EGRESS REQUIREMENTS. C. TEMPERED GLAZING SHALL BE INCLOMPLIANCE WITH ANSI Z97. PROVIDE FULL-LENGTH SIDE AND DOOR CLEAR SEAL STRIP BETWEEN WALL AND GLASS DOOR OR FIXED PANEL. D. FIRE-RATED WINDOWS SHALL HAVE FIRE RATING OF 3/4 HR W/ A FIRE RATED GLAZING NOTED WITH MARKING D/H/45 PER TABLES 716.1(1) & 716.1(2) E.THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED. WE SAFETY GLAZING TO BE PROVIDED AS REQ. WHERE: 1. SAFETY GLAZING TO BE PROVIDED IN ACCORDANCE WITH R308.4.5 2. SAFETY GLAZING WITH BOTTOM LESS THAN 18" ABOVE FLOOR AND AREA GRATER THAN 9 SQUARE FEET AND TOP EDGE OVER 36" ABOVE FLOOR. 3. INDOORS. 4. WITHIN 24" ARC OF EITHER SIDE OF DOORS AND WITHIN 60" OF FLOOR (CBC 2406.3). 5. LESS THAN 5" ABOVE TUB/SHOWER FLOOR. 6. AT STAIRWAY LANDING OR WITHIN 5' OF TOP AND BOTTOM LANDING WHEN BOTTOM EDGE IS LESS THAN 60" ABOVE FLOOR . 7. LIGHTS WITHIN 40" OF A REQUIRED DOOR LOCK SHALL BE FULLY TEMPERED GLASS, APPROVED BURGLARY RESISTANT MATERIAL, OR GUARDED BY METAL BARS, SCREENS OR GRILLES IN AN APPROVED MANNER [IMC 11-3 (15)] [CBC 2406.4] SLIDER FIRE-RATED WG SEE SCHEDULE SE E E X T . E L E V SEE SCHEDULE SE E S C H E D U L E SE E E X T . E L E V AWNING WF SEE SCHEDULE SE E S C H E D U L E SE E E X T . E L E V WB SEE SCHEDULE SE E S C H E D U L E SE E E X T . E L E V DOUBLE-HUNG DOOR SCHEDULE DOOR NUMBER DOOR TYPE WIDTH HEIGHT THK DOOR MAT. FINISH COMMENTS 101A B2 3' - 0" 7' - 0" 1 3/8" SOLID CORE WOOD STAIN 101B A3 2' - 4" 6' - 8" 1 3/8" HOLLOW CORE MDF PAINT 101C A3 2' - 8" 6' - 8" 1 3/8" HOLLOW CORE MDF PAINT 101D A3 2' - 8" 6' - 8" 1 3/8" HOLLOW CORE MDF PAINT 101E B3 2' - 10" 6' - 8" 1 3/8" SOLID CORE WOOD STAIN WINDOW SCHEDULE WINDOW NUMBER WINDOW TYPE WIDTH HEIGHT FRAME TYPE U-FACTOR SHGC GLAZING W1 W-62 4' - 0" 4' - 0" VINYL 0.3 0.23 W2 W-65 2' - 5" 1' - 10 1/2" VINYL 0.3 0.23 FRONSTED W3 W-63 3' - 0" 3' - 0" VINYL 0.3 0.23 W4 W-63 3' - 0" 3' - 0" VINYL 0.3 0.23 W5 W-64 2' - 11" 2' - 5 1/2" VINYL 0.3 0.23 ROOM FINISH ROOM NAME ROOM NUMBER FLOOR FINISH BASE FINISH NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING COMMENTSN-MTL N-FN E-MTL E-FN S-MTL S-FN W-MTL W-FN MTL FN DINNING 101 F2 B1 W1 PT1 W1 PT1 W1 PT1 W1 PT1 C1 PT1 LIVING 102 F2 B1 W1 PT1 W1 PT1 W1 PT1 W1 PT1 C1 PT1 KITCHEN 103 F2 B1 W1 PT1 W1 PT1 W1 PT1 W1 PT1 C1 PT1 MASTER BEDROOM 104 F2 B1 W1 PT1 W1 PT1 W1 PT1 W1 PT1 C1 PT1 BEDROOM #1 105 F2 B1 W1 PT1 W1 PT1 W1 PT1 W1 PT1 C1 PT1 BEDROOM #2 106 F2 B1 W1 PT1 W1 PT1 W1 PT1 W1 PT1 C1 PT1 M. BATH 107 F3 B3 W2/W3 PT2 W2/W3 PT2 W2/W3 PT2 W2/W3 PT2 C3 PT2 BATH 108 F3 B3 W2/W3 PT2 W2/W3 PT2 W2/W3 PT2 W2/W3 PT2 C3 PT2 HALL 109 F2 B1 W1 PT1 W1 PT1 W1 PT1 W1 PT1 C1 PT1 ISSUED DATE: REVISIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE DRAFTER/DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE USED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. NO . D E S C R I P T I O N D A T E DRAFTER/DESIGNER: LUIS N OROZCO 562.661.9281 LUIS.OROZCO.A@LIVE.COM DATE: A601 SCHEDULES PR O P E R T Y O W N E R : S I L V I A T O R R E S 15 1 1 S . B I R C H S T . SA N T A A N A , C A 9 0 7 2 7 GA R A G E C O N V E R S I O N T O A N AC C E S S O R Y D W E L L I N G U N I T 09/10/2024 NOTES: TEMPERED GLASS IN COMPLIANCE WITH ANSI Z97. PROVIDE FULL-LENGTH SIDE AND DOOR CLEAR SEAL STRIP BETWEEN WALL AND GLASS DOOR OR FIXED PANEL NOTES: 1. CONTACT PANORAMIC FOLDING DOORS FOR PRODUCT SPECIFIC INFORMATION. REP. KORNEL GALAMBOS 424-299-7111 (KORNEL@PANORAMICDOORS.COM). 2. PROVIDE BOTTOM-HUNG THERMALLY BROKEN SYSTEM -VINYL DOOR FRAME U VALUE = 0.29 SHGC = 0.18 3. PROVIDE UPSTEP WATERPROOF TRACK DISTANCE TO PUBLIC TRANSIT STOP SUBJECT SITE .2 MILES TO BUS STOP. @EDINGER/ VAN NESS 03/28/2025 03/28/2025 03/28/2025 03/28/2025 NON-LOAD BEARING WALLS NON-LOAD BEARING WALLS NON-LOAD BEARING WALLS ISSUED DATE: REVISIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE DRAFTER/DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE USED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. NO . D E S C R I P T I O N D A T E DRAFTER/DESIGNER: LUIS N OROZCO 562.661.9281 LUIS.OROZCO.A@LIVE.COM DATE: 11/19/2024 G104 CALGREEN RESIDENTIAL MANDATORY MEASURES PR O P E R T Y O W N E R : S I L V I A T O R R E S 15 1 1 S . B I R C H S T . SA N T A A N A , C A 9 0 7 2 7 GA R A G E C O N V E R S I O N T O A N AC C E S S O R Y D W E L L I N G U N I T 09/10/2024 2 B U I L D I N G S U B M I T T A L 1 1 / 1 9 / 2 0 2 4 GC GC GC X X X X X X X X X GC GC GC GC GC GC GC GC GC GC ISSUED DATE: REVISIONS DRAWINGS, SPECIFICATIONS AND OTHER VISUAL AIDS, AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE DRAFTER/DESIGNER WHETHER THE PROJECT FOR WHICH THEY ARE MADE BE EXECUTED OR NOT, AND THEY ARE NOT TO BE USED FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY ARE PREPARED, EXCEPT BY AGREEMENT IN WRITING. NO . D E S C R I P T I O N D A T E DRAFTER/DESIGNER: LUIS N OROZCO 562.661.9281 LUIS.OROZCO.A@LIVE.COM DATE: 11/19/2024 G105 CALGREEN RESIDENTIAL MANDATORY MEASURES PR O P E R T Y O W N E R : S I L V I A T O R R E S 15 1 1 S . B I R C H S T . SA N T A A N A , C A 9 0 7 2 7 GA R A G E C O N V E R S I O N T O A N AC C E S S O R Y D W E L L I N G U N I T 09/10/2024 2 B U I L D I N G S U B M I T T A L 1 1 / 1 9 / 2 0 2 4 GC X GC GC GC GC GC X X X GC X X GC ENGX GC GC GC GC GC GC P.O. BOX 470011 LOS ANGELES, CA 90047 (323) 955-9827 EMAIL:LRGDESIGNS914@GMAIL.COM WEBSITE: LRGENERGYDESIGN.COM SHEET OF SHEETS T-1 SCALE 11/8/2024 DATE PROJECT:ADU ADDITION SITE ADDRESS: 1513 S. BIRCH STREET SANTA ANA, CA 90727 OWNER: REVISION / DATE AD U - GA R A G E C 15 1 1 S . B I R C H S T . , S A N T A A N A , C A 9 0 7 2 7 - SF R 15 1 3 S . B I R C H S T . , S A N T A A N A , C A 9 0 7 2 7 - AD U P.O. BOX 470011 LOS ANGELES, CA 90047 (323) 955-9827 EMAIL:LRGDESIGNS914@GMAIL.COM WEBSITE: LRGENERGYDESIGN.COM SHEET OF SHEETS T-2 SCALE 11/8/2024 DATE PROJECT:ADU ADDITION SITE ADDRESS: 1513 S. BIRCH STREET SANTA ANA, CA 90727 OWNER: REVISION / DATE AD U - GA R A G E C 15 1 1 S . B I R C H S T . , S A N T A A N A , C A 9 0 7 2 7 - SF R 15 1 3 S . B I R C H S T . , S A N T A A N A , C A 9 0 7 2 7 - AD U P.O. BOX 470011 LOS ANGELES, CA 90047 (323) 955-9827 EMAIL:LRGDESIGNS914@GMAIL.COM WEBSITE: LRGENERGYDESIGN.COM 1.Compliance information The builder shall leave in the building, copies of the completed, signed and submitted compliance documents for the building owner at occupancy. For low-rise residential buildings, such information shall, at a minimum, include copies of all Certificate of Compliance, Certificate of Installation, and Certificate of Verification documentation submitted. . [10-103(b)1] 2.Operating information. The builder shall provide the building owner at occupancy, operating information for all applicable features, materials, components, and mechanical devices installed in the building. Operating information shall include instructions on how to operate the features, materials, components, and mechanical devices correctly and efficiently. The instructions shall be consistent with specifications set forth by the Executive Director. For residential buildings, such information shall be contained in a folder or manual which provides all Certificate of Compliance, Certificate of Installation, and Certificate of Verification documentations. This operating information shall be in paper or electronic format. [10-103(b)2] 3.Maintenance information. The builder shall provide to the building owner at occupancy, maintenance information for all features, materials, components, and manufactured devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component or manufactured device. [10-103(b)3] 4.Ventilation information. The builder shall provide to the building owner at occupancy, a description of the quantities of outdoor air that the ventilation system(s) are designed to provide to the building’s conditioned space, and instructions for proper operation and maintenance of the ventilation system. [10-103(b)4] 5. All systems, equipment, appliances and building components shall comply with the applicable manufacturing, construction, and installation provisions of Sections 110.0 through 110.11 for newly constructed buildings. 6. Any appliance regulated by the Appliance Efficiency Regulations, Title 20 California Code of Regulations, Section 1601 et seq., may be installed only if the appliance fully complies with Section 1608(a) of those regulations. [110.1(a)] 7. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use as listed in Table 3, Chapter 50 of the ASHRAE Handbook, HVAC Applications Volume. [110.3(a)1] 8. On systems that have a total capacity greater than 167,000 Btu/hr, outlets that require higher than service water temperatures as listed in the ASHRAE Handbook, Applications Volume, shall have separate remote heaters, heat exchangers, or boosters to supply the outlet with the higher temperature. [110.3(c)1] 9. Service hot water systems with circulating pumps or with electrical heat trace systems shall be capable of automatically turning off the system. [110.3(c)2] 10. Controls for service water-heating systems shall limit the outlet temperature at public lavatories to 110°F. [110.3(c)3] 11. Unfired service water-heater storage tanks and backup tanks for solar water-heating systems shall have: a. External insulation with an installed R-value of at least R-12, or b. Internal and external insulation with a combined R- value of at least R-16, or c. The heat loss of the tank surface based on an 80°F water-air temperature difference shall be less than 6.5 Btu/hr per square foot. [110.3 (c)4] 12. For Nonresidential, high-rise residential, and hotel/motel buildings, space conditioning systems shall meet the efficiency standards specified Section 120.2. 13. Continuously burning pilot light shall be prohibited for the following natural gas system or equipment listed below: [110.5] a. Fan-type central furnaces b. Household cooking appliances, except for household cooking appliances without an electrical supply voltage connection and in which each pilot consumes less than 150 Btu/hr c. Pool heaters d. Spa heaters 14. Any pool or spa heating system or equipment shall: [110.4] a. A thermal efficiency that complies with the Appliance Efficiency Regulations b. Have a readily accessible on-off switch, mounted on the outside of the heater that allows shutting off the heater without adjusting the thermostat setting. c. Not utilize electric resistance heating. d. Have a cover for outdoor pools or spas that have a heat pump or gas heater. e. Have a permanent, easily readable, and weatherproof instruction card that gives instructions for the energy efficient operation of the pool or spa heater and for the proper care of pool or spa water when a cover is used. f. Have at least 36 inches of pipe installed between the filter and heater or dedicated suction and return lines, or built-in or built-up connections shall be installed to allow for the future addition of solar heating equipment. g. Have directional inlets for the pool or spa that adequately mix the pool water. h. A time switch or similar control mechanism shall be installed as part of a pool water circulation control system that will allow all pumps to be set or programmed to run only during the off-peak electric demand period and for the minimum time necessary to maintain the water in the condition required by applicable public health standards. 15. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft2 of window area, 0.3 cfm/ft2 of residential door area, 0.3 cfm/ft2 of nonresidential single door area, and 1.0 cfm/ft2 of nonresidential double door area. [110.6(a)1] 16. Fenestration products shall be rated in accordance with NFRC 100 for U-factor, NFRC 200 for SHGC, and VT or use the applicable default value. Fenestration products shall have a temporary label for manufactured fenestration products or a label certificate when the Component Modeling Approach is used and for site-built fenestration meeting the requirements of Section 10-111(a)1. [110.6(a)2, 110.6(a)3, 110.6(a)4, 110.6(a)5] 17. Field-fabricated fenestration products and exterior doors, other than unframed glass doors and fire doors, shall be caulked between the fenestration products or exterior door and the building, and shall be weatherstripped. [110.6(b)] 18. Joints, penetrations and other openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed, weather stripped, or otherwise sealed to limit infiltration and exfiltration. [110.7] 19. Insulation shall be certified by Department of Consumer Affairs, Bureau of Home Furnishing and Thermal Insulation that the insulation conductive thermal performance is approved pursuant to the California Code of Regulations, Title 24, Part 12, Chapter 12-13, Article 3, “Standards for Insulating Material.” [110.8(a)] 20. Urea formaldehyde foam insulation may only be used in exterior side walls, and requires a four-mil-thick plastic polyethylene vapor barrier between the urea formaldehyde foam insulation and the interior space in all applications. [110.8(b)] 21. Insulating material shall be installed in compliance with the flame spread rating and smoke density requirements of the CBC. [110.8(c)] 22. Insulation installed on an existing space conditioning duct, it shall comply with Section 604.0 of the CMC. [110.8(d)3] 23. External insulation installed on an existing unfired water storage tank or on an existing back-up tank for a solar water-heating system, it shall have an R-value of at least R-12, or the heat loss of the tank surface based on an 80 EF water-air temperature difference shall be less than 6.5 Btu per hour per square foot. . [110.8(d)2] TITLE 24 NOTES TITLE 24 NOTES E. Residential Notes: 1. A masonry or factory-built fireplace shall have the following: [150.0(e)1] a. Closeable metal or glass doors covering the entire opening of the firebox; b. A combustion air intake to draw air from the outside of the building directly into the firebox, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device (Exception: An outside combustion-air intake is not required if the fireplace will be installed over concrete slab flooring and the fireplace will not be located on an exterior wall.); and c. A flue damper with a readily accessible control. [150.0 (e)C] 2. Heating or cooling systems shall be equipped with a setback thermostat that meet the requirements of Section 110.2(c). [150.0(i)] 3. Gas or propane water heaters shall have: [150.0(n)] a. A 120V electrical receptacle that is within 3 feet from the water heater. b. A Category III or IV vent, or a Type B vent with straight pipe. c. Condensate drain that is no more than 2 inches higher than the base. d. A gas supply line with a capacity of at least 200,000 Btu/hr 4. All pumps and pump motors installed shall be listed in the Commission’s directory of certified equipment and shall comply with the Appliance Efficiency Regulations. [150.0(p)1.A] 5. The minimum installed weight per square foot of any loose-fill insulation shall conform with the insulation manufacturer's labeled R-value. [150.0 (b)] 6. The minimum depth of concrete-slab floor perimeter insulation shall be 16 inches or the depth of the footing of the building, whichever is less. [150.1(c)(1)(D)] 7. The crawl space shall be covered with a vapor retarder over the entire floor. [150.1(c)1.D] 8. Insulations are required for: [150.0(j)2.A] a. All hot water pipes from the heating source to the kitchen fixtures. b. All piping with a nominal diameter of 3/4 inch or larger. c. The first 5 feet (1.5 meters) of hot and cold water pipes from the storage tank. d. All piping associated with a domestic hot water recirculation system. e. Piping from the heating source to storage tank or between tanks. f. Piping buried below grade. 9. Insulation shall be provided for water heaters as follows: a. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating systems, shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater or have internal insulation of at least R-16 and a label on the exterior of the tank showing the insulation R-value. [150.0 (j)1] 10. Lighting [150.0(k)] a. Installed luminaires shall be classified as high-efficacy in accordance with TABLE 150.0- A. b. Exhaust fans shall be switched separately from lighting systems. c. Luminaries shall be switched with readily accessible controls that permit the luminaries to be manually switched ON and OFF. d. Lighting installed in attached and detached garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces shall be controlled by vacancy sensors. e. Dimmers or vacancy sensors shall control all luminaires required to have light sources compliant with Reference Joint Appendix JA8. EXCEPTION 1: Luminaires in closets less than 70 square feet. EXCEPTION 2: Luminaires in hallways. f. A. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. g. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: i) Comply with the applicable requirements in Sections 110.9, 130.0, 130.1, 140.6 and 141.0; and ii) Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. SHEET OF SHEETS T-3 SCALE 11/8/2024 DATE PROJECT:ADU ADDITION SITE ADDRESS: 1513 S. BIRCH STREET SANTA ANA, CA 90727 OWNER: REVISION / DATE AD U - GA R A G E C 15 1 1 S . B I R C H S T . , S A N T A A N A , C A 9 0 7 2 7 - SF R 15 1 3 S . B I R C H S T . , S A N T A A N A , C A 9 0 7 2 7 - AD U “Structural Calculations” 1ST SUBMITTAL – 11/24 2ND SUBMITTAL- 03/25 GARAGE CONVERSION FOR: SILVIA TORRES Project Site: 1511 S BIRCH ST. SANTA ANA, CA 92707 CALCULATIONS BY: K. CHAVEZ CHECKED BY: FRANCISCO GARCIA, P.E - - - TEL. (323) 717-1303 600 W. MAIN ST. SUITE 200. ALHAMBRA CA, 91801 1/26 03/28/2025 TABLE OF CONTENTS 1) LOADING CONDITIONS ..................................................................... 3 2) ROOF, CEILING FRAMING LOADING ............................................. 4 3) ROOF, CEILING FRAMING RESULTS ............................................. 6 4) SEISMIC DESIGN AND DISTRIBUTION PER [ASCE7-16] ............. 8 5) WIND DESIGN PER [ASCE7-16] ......................................................... 13 6) LATERAL ANALYSIS .......................................................................... 14 7) WOOD COLUMN DESIGN .................................................................. 21 8) LEDGER CHECK ................................................................................... 25 9) DETERMINATION OF CONCRETE PADS ........................................ 26 2/26 03/28/2025 PROJECT SITE: 1511 S BIRCH ST. SANTA ANA, CA 92707 DESIGN CRITERIA CODE: CALIFORNIA BUILDING CODE-2022 EDITION MATERIALS: • TIMBER - DOUGLAS FIR LARCH RAFTERS & JOIST - #2 GRADE BEAMS, HEADERS, & POSTS - #1 GRADE UNLESS OTHERWISE NOTED (U.N.O.) PLYWOOD - PS 1-95, PER APA STANDARD, PI. 32/16 • CONCRETE – F’c=2500 PSI @ 28 DAYS • REINFORCING STEEL - ASTM A-615 #4 AND SMALLER, GRADE 40 #5 AND LARGER, GRADE 60 • SOIL PRESSURE - 1,500 PSF PER [TABLE 1806.2] • LOADS - (EXTERIOR WALL) PSF FRAMING (2X4 @16") 1.9 PLYWOOD SHEATHING 1.5 STUCCO 8.0 INSULATION - R-13 1.5 1/2" GYP. BOARD 2.5 MISCELLANEOUS 0.6 TOTAL D.L. = 16 PSF (INTERIOR WALL) PSF FRAMING (2X4 @16") 1.9 INSULATION - R-13 1.5 1/2" GYP. BOARD 2.5 MISCELLANEOUS 2.1 TOTAL D.L. = 8 PSF WALL LOAD AVERAGE = (16+8)/2 = 12PSF (ROOF) PSF ROOFING MATERIAL 6.0 PLYWOOD SHEATHING 1.5 FRAMING 1.8 MISCELLANEOUS 1.2 TOTAL D.L. = 10.5 PSF L.L. = 20 PSF (ROOF) -VAULTED- PSF ROOFING MATERIAL 6.0 PLYWOOD SHEATHING 1.5 FRAMING 2.4 INSULATION- R-30 2.1 1/2" GYP. BOARD 2.5 MISCELLANEOUS 1.5 TOTAL D.L. = 16 PSF L.L. = 20 PSF (CEILING) PSF INSULATION - R-30 2.1 1/2" GYP. BOARD 2.5 FRAMING 1.9 MISCELLANEOUS 1.0 TOTAL D.L. = 7.5 PSF L.L. = 10 PSF 3/26 pg.6 pg.6 4/26 pg.7 pg.7 5/26 Multiple Simple Beam ALONSO H. CORONELLic. # : KW-06005817 FJ Engineering Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.17 File: BIRCH_ENERCALC.ec6 Project Title:BIRCHEngineer:K. CHAVEZProject ID: Printed: 18 NOV 2024, 9:53AM Project Descr: Description : BEAM Size :2x10, Sawn, Fully BracedUsing Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch No.2900.0900.0 1,350.0625.0 1,600.0580.0180.0575.0 31.210Eminbend - xx ksi Wood Species :Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psiFc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf RR-1 Applied Loads Unif Load: D = 0.0160, Lr = 0.020 k/ft, Trib= 1.333 ft .Design Summary Max fb/Fb Ratio =0.766 : 1 Max Reactions (k)HEWSLrL +D+Lr+HLoad Comb : Span # 1 Left Support D in 9.000 inft 42.96 psi Fb : Allowable :1,423.13 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+Lr+H225.00 psi fb : Actual : Max fv/FvRatio =0.191 : 1 0.000 ft 1,090.30 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max DeflectionsTransient Downward 0.400 in Transient Upward 0.000 in Total Downward 0.720 in Total Upward 0.000 in 0.19 0.240.19 0.24 Ratio 540 300Ratio LC: Lr Only LC: +D+Lr+H LC:LC: BEAM Size :2x6, Sawn, Braced @ Mid SpanUsing Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch No.2900.0900.0 1,350.0625.0 1,600.0580.0180.0575.0 31.210Eminbend - xx ksi Wood Species :Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psiFc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf RR-2 Applied Loads Unif Load: D = 0.01050, Lr = 0.020 k/ft, Trib= 1.333 ft .Design Summary Max fb/Fb Ratio =0.810 : 1 Max Reactions (k)HEWSLrL +D+Lr+HLoad Comb : Span # 1 Left Support D in 6.125 inft 41.96 psi Fb : Allowable :1,494.18 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+Lr+H225.00 psi fb : Actual : Max fv/FvRatio =0.186 : 1 0.000 ft 1,210.12 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max DeflectionsTransient Downward 0.408 in Transient Upward 0.000 in Total Downward 0.622 in Total Upward 0.000 in 0.09 0.160.09 0.16 Ratio 360 236Ratio LC: Lr Only LC: +D+Lr+H LC:LC: 6/26 Multiple Simple Beam ALONSO H. CORONELLic. # : KW-06005817 FJ Engineering Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.17 File: BIRCH_ENERCALC.ec6 Project Title:BIRCHEngineer:K. CHAVEZProject ID: Printed: 18 NOV 2024, 9:53AM Project Descr: BEAM Size :4x10, Sawn, Fully UnbracedUsing Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch No.11,000.01,000.0 1,500.0625.0 1,700.0620.0180.0675.0 31.210Eminbend - xx ksi Wood Species :Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psiFc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf BM-1 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.06450, Lr = 0.1225 k/ft, Trib= 1.0 ft .Design Summary Max fb/Fb Ratio =0.793 : 1 Max Reactions (k)HEWSLrL +D+Lr+HLoad Comb : Span # 1 Left Support D in 7.000 inft 56.21 psi Fb : Allowable :1,440.92 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+Lr+H225.00 psi fb : Actual : Max fv/FvRatio =0.250 : 1 13.253 ft 1,142.84 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max DeflectionsTransient Downward 0.271 in Transient Upward 0.000 in Total Downward 0.430 in Total Upward 0.000 in 0.50 0.860.50 0.86 Ratio 619 391Ratio LC: Lr Only LC: +D+Lr+H LC:LC: BEAM Size :2x8, Sawn, Braced @ 1/3 PointsUsing Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch No.2900.0900.0 1,350.0625.0 1,600.0580.0180.0575.0 31.210Eminbend - xx ksi Wood Species :Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psiFc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf CJ-1 Applied Loads Unif Load: D = 0.00750, L = 0.010 k/ft, Trib= 1.0 ft Point: D = 0.06560, Lr = 0.1250 k @ 5.0 ft Point: D = 0.06560, Lr = 0.1250 k @ 12.50 ft .Design Summary Max fb/Fb Ratio =0.975 : 1 Max Reactions (k)HEWSLrL +D+0.750Lr+0.750L+HLoad Comb : Span # 1 Left Support D in 8.750 inft 38.88 psi Fb : Allowable :1,283.61 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+0.750Lr+0.750L+H225.00 psi fb : Actual : Max fv/FvRatio =0.173 : 1 0.000 ft 1,251.97 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max DeflectionsTransient Downward 0.486 in Transient Upward 0.000 in Total Downward 1.037 in Total Upward 0.000 in 0.13 0.09 0.130.13 0.09 0.13 Ratio 432 202Ratio LC: Lr Only LC: +D+0.750Lr+0.750L+H LC:LC: 7/26                   !       "#  !$%$$&'()*+&,-&./,.0/.-1023454-6&07.,(,89:-7;/<(,89:=>>?43@@452-A$$4?B45@3$$C.,:DEFGGFGEGHDDIJJIHKLMC:N(</1;9:O:P:):/*:C;*8Q:/, LRSTUDVO(NW1.,:<;)X YY&(,:1Z.NN [U[\  DD!H!J]^X_:`.Z8: C:N*)(_,(;/D!GaK MRSb   !\ E!G    ]D E!HKc MRSb   !\ D!E  ]MD!KHG  U         MD U  DD!H!a  U         [D!EGa d      E!G  L[D U  DD!H!a d      D!E  L^X_:`.Z8: C:N*)(_,(;/[R U  DD!H!a       efD!G       E!G  f U  DD!H!a       D!E  gL E!KHH MRS"     fgL D!G       gLgLM E!VKJ     "     hi a iU          bh D!GaK g     "U     !\E!G  ]j D!JaJ f     Uk \Gl   e#    KEe ]     [D!Kaa f            !\E!G  ]Dbh E!HKc g     "U     !\D!E  ]Dj E!HcV f     Uk \Gl   e#    KEe ]     !D[ E!V f            !\D!E  ]gL E!VK f            !\g"  L   ] 8/26 II r =Wo = 9/26 r 10/26 II r =Wo = 11/26 r 12/26 WIND DESIGN Based on ASCE 7-16 [Ch. 28] WIND DESIGN [28.5] Method 2: Enclosed Simple Diaphragm Low-Rise Buildings DESIGN CRITERIA: RISK CATEGORY =II WIND SPEED, V = 110 MPH EXPOSURE = B ROOF SLOPE =4/12 θ=18.43 ROOF HEIGHT, h =12.0 FT (max) NET PRESSURE: p s =λ K zt p S30 (EQ. 28.5-1) θ h ZONE A (WALL) ZONE B (ROOF) END ZONE D p s =λ K zt p S30 (EQ. 28.5-1) λ = 1.00 ADJUSTMENT FACTOR [FIG. 28.5-1] K zt =1.0 TOPOGRAPHIC FACTOR (p S30 )A=25.82 PSF - ZONE A, WALL END ZONE [FIG. 28.5-1] ~ WORST CASE ~ (p S30 )D=-4.1 PSF - ZONE D, ROOF END ZONE [FIG. 28.5-1] (p S )A=1.00 1.0 25.82 25.82 PSF (p S )D=1.00 1.0 -4.12 -4.12 PSF THEREFORE: (p S )A=25.82 15.49 PSF {PER 28.5.4} Zone A (p S )D=-4.12 -2.47 PSF {PER 28.5.4} Zone D (ASD LOAD COMBINATION FACTOR FOR WIND) < 16 PSF MIN. < 8 PSF MIN. 0.6 *( ) = ( ) ( )( PSF) = 0.6 *( ) = ( ) ( )( PSF) = 13/26 WIND ZONES BIRCH 1511 PROJECT LATERAL DESIGN PsA 16psf:=Zone A PsD 8psf:=Zone D ________________________________________________________________________________________ SEISMIC @ ROOF LEVEL ON LINE ( E ) Vroof 4.93 psf= VS Vroof 20 ft18.5 ft 2 :=VS 912 lb=- - CONTROLS - - WIND Tributary Width Between Supports Zone A (wall) Zone D (roof) PsA 16 psf=Hw 8 ft=PsD 8 psf=Hr 4 ft=W 18.5ft 0ft+:= VW PsA Hw 2  PsD Hr( )+  W 2  :=VW 888 lb= SHEARWALL DESIGN Lw 4ft 0ft+:=Lw 4 ft= VS 912 lb= Seismic controls υs VS Lw :=υs 228.01 lb ft=< 320 lb/ft USE S.W. = 2 OVERTURNING Lmin 4ft:=H 8ft:=SDS 1.028= OTM υs( )Lmin( )H( ):=OTM 7296.4 lb ft= Wall RM 12psf H( ) Lmin( )2 2:=RM 768 lb ft= USE SIMPSON "HDU2" HOLDOWNT OTM 0.9 0.2SDS-()RM- Lmin :=T 1690.78 lb= ANCHOR BOLTS :> USE 5/8" f X L= 12" @ 32" O.C. ________________________________________________________________________________________ 14/26 SEISMIC @ ROOF LEVEL ON LINE ( D ) Vroof 4.93 psf= VS Vroof 18.5 ft13.5 ft 2 :=VS 615.6 lb= WIND Tributary Width Between Supports Zone A (wall) Zone D (roof) PsA 16 psf=Hw 8 ft=PsD 8 psf=Hr 4 ft=W 13.5ft 0ft+:= VW PsA Hw 2  PsD Hr( )+  W 2  :=VW 648 lb=- - CONTROLS - - SHEARWALL DESIGN Lw 4ft 0ft+:=Lw 4 ft= VW 648 lb= Wind controls υs VW Lw :=υs 162 lb ft=< 210 lb/ft USE S.W. = 1 OVERTURNING Lmin 4ft:=H 8ft:=SDS 1.028= OTM υs( )Lmin( )H( ):=OTM 5184 lb ft= Wall RM 12psf H( ) Lmin( )2 2:=RM 768 lb ft= USE SIMPSON "HDU2" HOLDOWNT OTM 0.9 0.2SDS-()RM- Lmin :=T 1162.68 lb= ANCHOR BOLTS :> USE 5/8" f X L= 12" @ 48" O.C. ________________________________________________________________________________________ 15/26 SEISMIC @ ROOF LEVEL ON LINE ( B ) Vroof 4.93 psf= VS Vroof 18.5 ft13.5 ft 2 :=VS 615.6 lb= WIND Tributary Width Between Supports Zone A (wall) Zone D (roof) PsA 16 psf=Hw 8 ft=PsD 8 psf=Hr 4 ft=W 13.5ft 0ft+:= VW PsA Hw 2  PsD Hr( )+  W 2  :=VW 648 lb=- - CONTROLS - - SHEARWALL DESIGN Lw 4ft 0ft+:=Lw 4 ft= VW 648 lb= Wind controls υs VW Lw :=υs 162 lb ft=< 210 lb/ft USE S.W. = 1 OVERTURNING Lmin 4ft:=H 8ft:=SDS 1.028= OTM υs( )Lmin( )H( ):=OTM 5184 lb ft= Wall RM 12psf H( ) Lmin( )2 2:=RM 768 lb ft= USE SIMPSON "HDU2" HOLDOWNT OTM 0.9 0.2SDS-()RM- Lmin :=T 1162.68 lb= ANCHOR BOLTS :> USE 5/8" f X L= 12" @ 48" O.C. ________________________________________________________________________________________ 16/26 SEISMIC @ ROOF LEVEL ON LINE ( A ) Vroof 4.93 psf= VS Vroof 20 ft18.5 ft 2 :=VS 912 lb=- - CONTROLS - - WIND Tributary Width Between Supports Zone A (wall) Zone D (roof) PsA 16 psf=Hw 8 ft=PsD 8 psf=Hr 4 ft=W 18.5ft 0ft+:= VW PsA Hw 2  PsD Hr( )+  W 2  :=VW 888 lb= SHEARWALL DESIGN Lw 4ft 0ft+:=Lw 4 ft= VS 912 lb= Seismic Controls υs VS Lw :=υs 228.01 lb ft=< 320 lb/ft USE S.W. = 2 OVERTURNING Lmin 4ft:=H 8ft:=SDS 1.028= OTM υs( )Lmin( )H( ):=OTM 7296.4 lb ft= Wall RM 12psf H( ) Lmin( )2 2:=RM 768 lb ft= USE SIMPSON "HDU2" HOLDOWNT OTM 0.9 0.2SDS-()RM- Lmin :=T 1690.78 lb= ANCHOR BOLTS :> USE 5/8" f X L= 12" @ 32" O.C. ________________________________________________________________________________________ 17/26 SEISMIC @ ROOF LEVEL ON LINE ( 6 ) Vroof 4.93 psf= VS Vroof 13.5 ft18.5 ft 2 :=VS 615.6 lb= WIND Tributary Width Between Supports Zone A (wall) Zone D (roof) PsA 16 psf=Hw 8 ft=PsD 8 psf=Hr 4 ft=W 18.5ft 0ft+:= VW PsA Hw 2  PsD Hr( )+  W 2  :=VW 888 lb=- - CONTROLS - - SHEARWALL DESIGN Lw 4ft 0ft+:=Lw 4 ft= VW 888 lb= Wind Controls υs VW Lw :=υs 222 lb ft=< 320 lb/ft USE S.W. = 2 OVERTURNING Lmin 4ft:=H 8ft:=SDS 1.028= OTM υs( )Lmin( )H( ):=OTM 7104 lb ft= Wall RM 12psf H( ) Lmin( )2 2:=RM 768 lb ft= USE SIMPSON "HDU2" HOLDOWNT OTM 0.9 0.2SDS-()RM- Lmin :=T 1642.68 lb= ANCHOR BOLTS :> USE 5/8" f X L= 12" @ 32" O.C. ________________________________________________________________________________________ 18/26 SEISMIC @ ROOF LEVEL ON LINE ( 5 ) Vroof 4.93 psf= VS Vroof 13.5 ft18.5 ft 2 18.5 ft20 ft 2 + :=VS 1527.7 lb= WIND Tributary Width Between Supports Zone A (wall) Zone D (roof) PsA 16 psf=Hw 8 ft=PsD 8 psf=Hr 4 ft=W 18.5ft 20ft+:= VW PsA Hw 2  PsD Hr( )+  W 2  :=VW 1848 lb=- - CONTROLS - - SHEARWALL DESIGN Lw 8ft 0ft+:=Lw 8 ft= VW 1848 lb= Wind Controls υs VW Lw :=υs 231 lb ft=< 320 lb/ft USE S.W. = 2 OVERTURNING Lmin 8ft:=H 8ft:=SDS 1.028= OTM υs( )Lmin( )H( ):=OTM lb ft= Wall RM 12psf H( ) Lmin( )2 2:=RM 3072 lb ft= USE SIMPSON "HDU2" HOLDOWNT OTM 0.9 0.2SDS-()RM- Lmin :=T 1581.35 lb= ANCHOR BOLTS :> USE 5/8" f X L= 12" @ 32" O.C. ________________________________________________________________________________________ 19/26 SEISMIC @ ROOF LEVEL ON LINE ( 2 ) Vroof 4.93 psf= VS Vroof 18.5 ft20 ft 2 :=VS 912 lb= WIND Tributary Width Between Supports Zone A (wall) Zone D (roof) PsA psf=Hw 8 ft=PsD 8 psf=Hr 4 ft=W 20ft 0ft+:= VW PsA Hw 2  PsD Hr( )+  W 2  :=VW 960 lb=- - CONTROLS - - SHEARWALL DESIGN Lw 4ft 0ft+:=Lw 4 ft= VW 960 lb= Wind Controls υs VW Lw :=υs 240 lb ft=< 320 lb/ft USE S.W. = 2 OVERTURNING Lmin 4ft:=H 8ft:=SDS 1.028= OTM υs( )Lmin( )H( ):=OTM 7680 lb ft= Wall RM 12psf H( ) Lmin( )2 2:=RM 768 lb ft= USE SIMPSON "HDU2" HOLDOWNT OTM 0.9 0.2SDS-()RM- Lmin :=T 1786.68 lb= ANCHOR BOLTS :> USE 5/8" f X L= 12" @ 32" O.C. ________________________________________________________________________________________ 20/26 pg.22-24 21/26 Wood Column ALONSO H. CORONELLic. # : KW-06005817 DESCRIPTION:WOOD COLUMN DESIGN FJ Engineering Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.17 File: BIRCH_ENERCALC.ec6 Project Title:BIRCHEngineer:K. CHAVEZProject ID: Printed: 18 NOV 2024, 9:56AM Project Descr: .Code References Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Wood Section Name 4x6Analysis Method : 8Overall Column Height ft Load Resistance Factor Design ( Used for non-slender calculations )Allow Stress Modification Factors End Fixities Top & Bottom Pinned Wood Species Douglas Fir-Larch Wood Grade No.1 Fb +1,350.0 1,350.0 psi 925.0 625.0 170.0 675.0 31.210 psi Fv psi Fb -Ft psi Fc - Prll psi psi Density pcf Fc - Perp E : Modulus of Elasticity . . . 1,600.0 580.0 1,600.0 580.0 Cfu : Flat Use Factor 1.0 Cf or Cv for Tension 1.30 Use Cr : Repetitive ? Kf : Built-up columns 1.0 NDS 15.3.2 Exact Width 3.50 in Exact Depth 5.50 in Area 19.250 in^2 Ix 48.526 in^4 Iy 19.651 in^4 Wood Grading/Manuf.Graded Lumber Wood Member Type Sawn Ct : Temperature Factor 1.0 Cf or Cv for Compression 1.10 1,600.0 Axial Cm : Wet Use Factor 1.0 Cf or Cv for Bending 1.30 x-x Bending y-y Bending ksi NoMinimum Basic Y-Y (depth) axis : X-X (width) axis : Unbraced Length for buckling ABOUT X-X Axis = 8 ft, K = 1.0 Unbraced Length for buckling ABOUT Y-Y Axis = 8 ft, K = 1.0 Brace condition for deflection (buckling) along columns : .Service loads entered. Load Factors will be applied for calculations.Applied Loads Column self weight included : 33.377 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 8.0 ft, D = 0.50, L = 0.860 k BENDING LOADS . . . Moment acting about X-X axis at 7.0 ft, E = 2.807 k-ft .DESIGN SUMMARY PASS PASS Max. Axial+Bending Stress Ratio =0.7066 Location of max.above base 6.980 ft Applied Axial 1.610 k Applied Mx 3.674 k-ft Load Combination +1.406D+L+1.50E Load Combination +0.6944D-1.50E Bending & Shear Check Results Maximum Shear Stress Ratio = Applied Design Shear 41.011 psi 367.20Allowable Shear psi 0.07446 : 1 Bending Compression Tension LRFD - Format Conversion factor 2.541 2.400 2.700 LRFD - Resistance factor 0.850 0.900 0.800Location of max.above base 0.0 ft : 1 At maximum location values are . . . Applied My 0.0 k-ft Maximum SERVICE Lateral Load Reactions . . Top along Y-Y 0.3509 k Bottom along Y-Y 0.3509 k Top along X-X 0.0 k Bottom along X-X 0.0 kGoverning NDS Forumla111Comp + Mxx, NDS Eq. 3.9-3 Maximum SERVICE Load Lateral Deflections . . . Along Y-Y 0.2408 in at 4.510 ft above base for load combination :E Only Along X-X 0.0 in at 0.0 ft above base Fc : Allowable 845.01 psi Other Factors used to calculate allowable stresses . . . for load combination :n/a . Maximum Axial + Bending Stress Ratios Maximum Shear RatiosCLambdaLoad Combination Stress Ratio Location Stress Ratio Status LocationPStatus Load Combination Results +1.40D 0.600 PASS PASS0.0 0.0 0.0 ft0.570 ft0.05162 +1.20D+1.60L 0.800 PASS PASS0.0 0.0 0.0 ft0.462 ft0.1291 +1.20D+L 0.800 PASS PASS0.0 0.0 0.0 ft0.462 ft0.09603 +1.20D 0.800 PASS PASS0.0 0.0 0.0 ft0.462 ft0.04097 +0.90D 1.000 PASS PASS0.0 0.0 0.0 ft0.384 ft0.02951 +1.406D+L+1.50E 1.000 PASS PASS6.980 0.07446 0.0 ft0.384 ft0.7066 +1.406D+L-1.50E 1.000 PASS PASS6.980 0.07446 0.0 ft0.384 ft0.7066 +0.6944D+1.50E 1.000 PASS PASS6.980 0.07446 0.0 ft0.384 ft0.6781 +0.6944D-1.50E 1.000 PASS PASS6.980 0.07446 0.0 ft0.384 ft0.6781 . 22/26 Wood Column ALONSO H. CORONELLic. # : KW-06005817 DESCRIPTION:WOOD COLUMN DESIGN FJ Engineering Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.17 File: BIRCH_ENERCALC.ec6 Project Title:BIRCHEngineer:K. CHAVEZProject ID: Printed: 18 NOV 2024, 9:56AM Project Descr: k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base@ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top My - End Moments Mx - End Moments D Only 0.533 +D+L 1.393 +D+0.750L 1.178 +0.60D 0.320 +D+0.70E -0.246 0.5330.246 +D-0.70E 0.246 0.533-0.246 +D+0.750L+0.5250E -0.184 1.1780.184 +D+0.750L-0.5250E 0.184 1.178-0.184 +0.60D+0.70E -0.246 0.3200.246 +0.60D-0.70E 0.246 0.320-0.246 L Only 0.860 E Only -0.3510.351 E Only * -1.0 0.351-0.351 .Maximum Deflections for Load Combinations Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance D Only 0.0000 0.0000 0.000 ftftinin0.000 +D+L 0.0000 0.0000 0.000 ftftinin0.000 +D+0.750L 0.0000 0.0000 0.000 ftftinin0.000 +0.60D 0.0000 0.0000 0.000 ftftinin0.000 +D+0.70E 0.0000 0.1686 4.510 ftftinin0.000 +D-0.70E 0.0000 -0.1686 4.510 ftftinin0.000 +D+0.750L+0.5250E 0.0000 0.1264 4.510 ftftinin0.000 +D+0.750L-0.5250E 0.0000 -0.1264 4.510 ftftinin0.000 +0.60D+0.70E 0.0000 0.1686 4.510 ftftinin0.000 +0.60D-0.70E 0.0000 -0.1686 4.510 ftftinin0.000 L Only 0.0000 0.0000 0.000 ftftinin0.000 E Only 0.0000 0.2408 4.510 ftftinin0.000 E Only * -1.0 0.0000 -0.2408 4.510 ftftinin0.000 . 23/26 Wood Column ALONSO H. CORONELLic. # : KW-06005817 DESCRIPTION:WOOD COLUMN DESIGN FJ Engineering Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.17 File: BIRCH_ENERCALC.ec6 Project Title:BIRCHEngineer:K. CHAVEZProject ID: Printed: 18 NOV 2024, 9:56AM Project Descr: Sketches 24/26 25/26 DE T E R M I N A T I O N O F C O N C R E T E P A D S PR O J E C T # B I R C H SO I L B E A R I N G CO N C . W T H (P S F ) (L B / F T 3) (F T ) 15 0 0 15 0 1 . 5 AC T U A L D I M . U S E D D I M . BE A M # DE A D L I V E S E I S M I C T O T A L C O N C R E T E P A D C O N C R E T E P A D ( L ) R E A C T I O N ( B M - 3 ) 50 0 l b 8 6 0 l b 13 6 0 l b 1. 0 3 f t 1. 5 S Q f t → TH E R E F O R E U S E ( 3 ) # 4 R E B A R E A C H W A Y TO T A L R E A C T I O N w P v  s o i l Co n c wt h      26/26 %8,/',1*(1(5*<$1$/<6,65(3257 352-(&7 1513 S. BIRCH STREET SANTA ANA, CA 90727 3URMHFW'HVLJQHU LUIS N. OROZCO 562.661.9281 5HSRUW3UHSDUHGE\ LRG ENERGY DESIGN P.O. 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Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1: Air Leakage. Labeling. § 110.6(b): Field fabricated exterior doors and fenestration * § 110.7: Air Leakage. § 110.8(a): Insulation Certification by Manufacturers. Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified § 110.8(j): Radiant Barrier. § 150.0(a): Roof Deck, Ceiling and Rafter Roof Insulation. average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration * Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): Wall Insulation. framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U- * § 150.0(d): Raised-floor Insulation. * § 150.0(f): Slab Edge Insulation. without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from § 150.0(g)1: Vapor Retarder. vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(g)2: Vapor Retarder. § 150.0(q): Fenestration Products. * Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e) Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1: Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. * § 150.0(e)3: Flue Damper. Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3: Certification. * HVAC Efficiency. § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and * § 110.2(c): Thermostats. * Insulation. surface heat loss rating. § 110.3(c)6: Isolation Valves. 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 110.5: Pilot Lights. (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool * § 150.0(h)1: Building Cooling and Heating Loads. Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Clearances. § 150.0(h)3B: Liquid Line Drier. Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. § 150.0(j)2: Insulation Protection. maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and § 150.0(n)1: Gas or Propane Water Heating Systems. designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no § 150.0(n)3: Solar Water-heating Systems. Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: § 110.8(d)3: Ducts. contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in . * § 150.0(m)2: Factory-Fabricated Duct Systems. connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive § 150.0(m)3: Field-Fabricated Duct Systems. mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. § 150.0(m)8: Gravity Ventilation Dampers. § 150.0(m)9: Protection of Insulation. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic Porous Inner Core Flex Duct. § 150.0(m)11: Duct System Sealing and Leakage Test. occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. § 150.0(m)12: Air Filtration. or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Quality: § 150.0(o)1: Requirements for Ventilation and Indoor Air Quality Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * § 150.0(o)1B: Central Fan Integrated (CFI) Ventilation Systems. dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for § 150.0(o)1C: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii. Local Mechanical Exhaust. controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the § 150.0(o)2: Field Verification and Diagnostic Testing. and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow Pool and Spa Systems and Equipment: § 110.4(a): Certification by Manufacturers. with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not § 110.4(b)1: Piping. Covers. § 110.4(b)3: Directional Inlets and Time Switches for Pools. Pilot Light. § 150.0(p): Pool Systems and Equipment Installation. * Lighting: § 110.9: Lighting Controls and Components. * § 150.0(k)1A: Luminaire Efficacy. range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen Screw based luminaires. § 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. § 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires. § 150.0(k)1E: Blank Electrical Boxes. luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor § 150.0(k)1F: Lighting Integral to Exhaust Fans. * 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 Screw based luminaires. § 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. * § 150.0(k)2A: Accessible Controls. § 150.0(k)2B: Multiple Controls. Mandatory Requirements. § 150.0(k)2D: Energy Management Control Systems. occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified § 150.0(k)2E: Automatic Shutoff Controls. must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with § 150.0(k)2F: Dimmers. mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light § 150.0(k)2K: Independent controls. § 150.0(k)3A: Residential Outdoor Lighting. other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system § 150.0(k)4: Internally illuminated address signs. § 150.0(k)5: Residential Garages for Eight or More Vehicles. Solar Readiness: § 110.10(a)1: Single-family Residences. application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, §110.10(b)1A: Minimum Solar Zone Area. access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * § 110.10(b)2: Azimuth. § 110.10(b)3A: Shading. * § 110.10(b)3B: Shading. horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the * § 110.10(b)4: Structural Design Loads on Construction Documents. § 110.10(c): Interconnection Pathways. pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family § 110.10(d): Documentation. provided to the occupant. Main Electrical Service Panel. § 110.10(e)2: Main Electrical Service Panel. circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.” Electric and Energy Storage Ready: 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(s) Energy Storage System (ESS) Ready. equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ § 150.0(t) Heat Pump Space Heater Ready. unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker § 150.0(u) Electric Cooktop Ready. 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently § 150.0(v) Electric Clothes Dryer Ready. dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole *Exceptions may apply. Name (Fi t, Last) 13r9ject Address 0000,11' eb C ty, State, Zip Code Name (First, MI, Last) Use of Building (check) Residenti@:E4 Commercial ❑ Description of Project Certificate of Iompliance Payment of School Facility Fees Santa Ana Unified School District Senior Housing ❑ Number of Square Feet of Residential Space � rc)4 Sq.Ft x $5.1 Number of Square Feet of Commercial Space Sq.Ft x $ CITY OF SANTA ANA Planning and Building Agency :rrfl lip .„ApprSvea FOR"EATPERMIT ISSUANCE Master ID� Icphonc Date "tract/Parcel Number Telephone Type of Project (check) Nep Q Addition ❑ Alteration ❑ (Dev. Fee) (Dev. Fee) 0 A-n Al( ()C" Total$ < Total $ The above representations as to square footage are true. Applicant agrees that if it representations are not true, then this certificate shall automatically terminate, and the a notified. Applicant is hereby noticed that any party filing a protest regarding the i Government Code Section 53080 must do so within 90 days from the payment of the fee. In Signature is later determined that such ppropriate City/County shall be mposition of fees pursuant to This certifies that the above -named Applicant has paid school facility fees in compliance with all existing and applicable sections of the Government Code and Education Code. ida Ana Unified school District Al DISTRIBUTION White - clnoico„nn, Canaty • Applicant Pink - Facilities iorizcd Representative /3 te Z� SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa- ana.org Ward 3 jessielopez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa- ana.org Ward 6 dpenaloza@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Thai Viet Phan COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Benjamin Vazquez CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org CITY MANAGER Alvaro Nuñez CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall November 4, 2024 Also sent via email to marilynntorres@yahoo.com Silvia Torres 1511 S Birch Street Santa Ana, CA 92707 Subject: Address Assignment for a Proposed Detached Accessory Dwelling Unit located at 1511 South Birch Street (APN: 013-182-06) in Santa Ana, CA Dear Silvia Torres, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for a proposed detached accessory dwelling unit (ADU) located at 1511 South Birch Street (APN: 013-182-06). Notice is hereby given that the following assigned address shall be posted on-site per the approved address plan, attached hereto as Exhibit A. Address to be Activated/Posted To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at (714) 667-2719 or by email at jkessler@santa-ana.org. Sincerely, Jeffrey Kessler Jeffrey Kessler Planning Technician Exhibit A – Address Plan Address Letter for 1513 South Birch Street Page 2 of 3 c: Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Orin Williams, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing & Neighborhood Development Manager Rudy Rosas, Principal Civil Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Supervisor Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Yvette Portugal, Code Enforcement Manager Address Letter for 1513 South Birch Street Page 3 of 3 Exhibit A Existing Single-Family Home ORANGE COUNTY FIRE AUJAII0111TY Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots wth 3+ dvMing unR, or new rewental tracts) Complete the Project Irlformatron and Questionnaire below, then sign and date the Applicant I Project Information n ne,u ginnlp Family Residenoe/Duplex O Addition/Remodel 9 ADU CITY OF SANTA ANA Planning and Building Agency Mroved OIT ISSUANCE Date: M Address: Y Unit it City or Unincorporated County Area: ZIP: I x7: ,,;1S1s130=4i, _. _ ..,...- ., Scope of Work: ADDITION TO DETACHED GARAGE AND CONVERSION TO AN ADU Existing Area to Total Resulting 622 Stories 1 Area Added in Past 2 Years Area: 373 be Added: 249 Area:(excluding this ro ect Questionnaire OCFA Plan Type if "Yes" 1, tires nv New Is this a new single family residence or duplex? Site with W2t with ith atarAvailability pRI00.402) Fire Sprinkler _ 2. ® ADU — Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400 402) Fire sprinkler firesprinklers or a house that will have fire sprinklers added as part of this project? 3, ® Addition — Is this (A) an addition to a currently spnnklered building, or (B) an addition requiring a fire (PR400 402) Fire Sprinkler s nnkler retrofit based on a threshold set by local ordinance? 4. ® Distance — Is the most remote portion of the addition, ADU or other detached structure greater than 'IPR160) Residential Site 140-feet from the fire access roadway? 5® Total Area — Will the addition result in a total area of greater than 3,600 square feet (sf) for non- "(PRl60) Residential Site Water Availability Fff spnnklered buildings, or greater than 6,200 sf for spnnklered buildings, including the area of all with enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? 6. ® Remodel — Is this a remodel of a spnnklered building with a scope of work that includes adding or (PR400 402) Fire Sprinkler removing any Interior walls? Note If "Yes", then project must be evaluated by a C-16 licensed contractor to determine If a fire sprinkler modification is needed. 7 ® Detached Structure — Is this a new detached utility or accessory structure (not an ADU), such as a APR 1 esideenbal Site garage, workshop, game room, pool house, barn, etc , requinng fire sprinklers based on a threshold set by local ordinance? g. ® Gate — Is a gate being installed across a driveway or road that is designated as a fire department (PRI80) Gate access roadway, or a driveway or road that serves more than a single home/duplex? g. Q ® Methane — Is project located in or less than 1 00'from a "Division of Oil. Gas, and Geothermal "�PR160)4e Residential Site Resources' (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oillgas seep, or less than 1000-feet from a landfill? (Note. For projects in Yorba Linda, this requirement only TestMitigation Plans applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU's). 1 p. ® Vegetation — Is the property/structure (A) on the perimeter of a community containing, or adjacent to '(PR125) Fuel Modification Accessory slopes or hills, or (B) adjacent to an open space or wildland area containing non -irrigated vegetation, (PR18u) or (C) in a State Responsibility Area or Local Responsibility Area 'Fire Hazard Severity Zone', as Structure defined by the State, or D near an area that could be affected by a wildfire in the open space. 'OCFA approval required detore issuance or a graainlyuuoun;y Pt�11111r. 1�1 UU IVI Fnai a kyF i i y Applicant Certification 1 certify, under penalty of perjury, under the laws of the S e f Calif rnia, t t t e i formation above is true: I Print Name: SILVIATORRES Signature, Date: SIL'AA TORREQ Email. SILVIA OR R13 Phone Number -- — Attention Building Department Staff — After you ve verified all questions were answered accurately as *No', then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as 'Yes', then the plan type on the right side maybe required If all answers are "No' and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are 'Yes' and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral l-orm (on the reverse), to be submitted along with the appropriate plans to UUF-A for a determination. For que.!;om and subriot it Inforrnahon, please visll oela org, or call OCFA at V14) 573-6100 Page 1 of 1 EXISTING ONE & TWO FAMILY DWELLINGS ELECTRICAL SERVICES UNDERGROUND EXCEPTION CEC 2022 ELC-04 All new utility connections are required to be installed below grade by Santa Ana Municipal Code 41- 626(b). There is a standing exception for one and two family dwellings. This exception applies only when the new electrical service is designed to be fed from below grade as well as overhead. This diagram is a typical unit. The utility is able to feed this cabinet from the top or the bottom without interfering with the distribution wiring. All the circuit breakers and branch circuits are contained in the circuit breaker side of this cabinet. Only listed combination overhead and underground feed service boxes may be used to connect to an overhead utility drop. This exception to an underground fed service applies only to existing single family and two family residences. Planning & Building Agency Permits & Plan Check Section 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 Rigid Conduit Service Entrance Conductor Riser Underground Service Lateral METER Rev. 1/21/2020