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S ITEP n o 17 9
<br /> Application #
<br /> Received By On
<br /> MANDATORY ENERGY R E Q M TS . (CONT) FOUNDATICN NCTES STORM WATER P CTIVIT IONYMEASURES SHALL EE IMPLEOSION AT THE INITIAL STAGE F pRGJECT DATA
<br /> GENERAL NOTESHAZARD GLAZING N G R E Q M T 5. CONSTRUCTION ACTIVITY. PROJECTS SHALL PREVENT EROSION AND RETAIN SOIL RUNOFF ON
<br /> ALL HN.A.C. EQUIPMENT AND WATER HEATER TO BE C.E.C. APPROVED. EQUIPMENT WHICH REQUIRES PREVENTATIVE MAINTENANCE T4 MAINTAIN EFFICIENT 8308.4 HAZARDOUS LOCATIONS. THE LOCATIONS SPECIFIED IN SECTIONS R3Q8.4,1 ALL WORK SHALL CONFORM TO THE 2019 C.R.C., ACI 318 AND ALL LOCAL CODES THE SITE BY MEANS OF A BARRIER SYSTEM, WATTLE OR OTHER APPROVED METHOD.
<br /> OPERATION SHALL BE FURNISHED WITH COMPLETE NECESSARY MAINTENANCE THROUGH R308.4.7 SHALL BE CONSIDERED TO BE SPECIFIC HAZARDOUS LOCATIONS AND ORDINANCES. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE PROJECT LOCATION: 255 SARA CT LINDEN, CA. 95235
<br /> PROVIDE 18" HIGH PLATFORM FOR WATER HEATER/F.A.U. FIRE SEPARATION WALL GWB INFORMATION. FOR THE PURPOSES OF GLAZING.
<br /> TO EXTEND TO GARAGE WALL BOTTOM PLATE BEHIND PLATFORM. ALL REINFORCING STEEL TO BE ASTM A815 GR. 4Q. ORADE SHALL FALL A MINIMUM OF B" WITHIN THE FIRST 10' (5X),
<br /> ALL GAS-FIRED FAN TYPE CENTRAL FURNACES, GAS-FIRED FAN TYPE WALL FURNACES, R308.4.1 GLAZING DOORS, GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING SHALL BE SLOPED A MINIMUM OF PROJECT DESCRIPTION: (N) SINGLE FAMILY RESIDENCE
<br /> WATER HEATER AND FURNACE TO BE NATURAL GAS FIRED, AND COOKING APPLIANCES SHALL 8E EQUIPPED WITH AN INTERMITTENT IGNITION SLIDING AND BIFOLD DOORS SHALL 9E CONSIDERED TO BE A HAZARDOUS LOCATION. ALL ANCHOR BOLTS TO BE ASTM A36. (CONCRETE CONTRACTOR TO PROVIDE ALLi/4" PER FOOT (295} AWAY FROM THE FOUNDATION. OWNERS INFO: JORGE & DORA CASTILLO
<br /> DEVICE. NU75, BOLTS AND WASHERS),
<br /> FLASH ALL EXTERIOR OPENINGS WITH APPROVED WEATHERED BARRIER. EXCEPTIONS: LEACH LINES MUST MEET THE FOLLOWING SET BACKS JURISDICTION: SAN JAOQUIN COUNTY
<br /> ALL FAN SYSTEMS EXHAUSTING AIR TO THE OUTSIDE SHALL BE PROVIDED WITH BACK ALE. ANCHOR BOLTS FOR SILL PLATES AT EXTERIOR WALLS TO HAVE 7" MIN. ' 10' FOR STRUCTURES, DRIVEWAYS & SWIMMING POOLS 1$10 EAST HAZELTON AVE
<br /> PROVIDE FULL WEATHER STRIPPING AT ALL ATTIC, ACCESS HATCHES. DRAFT DAMPERS. 1. GLAZED OPENINGS OF A SIZE THROUGH WITH A 3--INCH-DIAMETER SPHERE IS . 100' FORM WELLS, STREAMS AND WATERWAYS . 5' TO 75' FROM PROPERTY LINES
<br /> UNABLE TO PASS. EMBEDMENT AND SIMPSON BP1/2 (OR EQUAL) BEARING PLATE AT 6'-0" O.C. MAX. DEPENDING ON ZONING OR THE LOCATION OF SEPTIC SYSTEMS ON ADJOINING PROPERTIES STOCKTON, CA 95205,
<br /> HEARTH EXTENSIONS OF AN APPROVED FACTORY BUILT FIREPLACE SHALL CONFORM TO ALL TRANSVERSE DUCTS, PLENUMS AND FITTING JOINTS SHALL BE SEALED WITH I AS REQ. BY SHEAR WALLS. A MIN. OF TWO BOLTS ARE REQ. AT EACH WALL SECTION ; (THIS REQUIREMENT ALSO APPLIES TO SEEPAGE PITS.) 209 468-3121
<br /> THE CONDITIONS OF THE LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUC. PRESSURE SENSITIVE TAPE OR MASTIC TO PREVENT AIR LOSS AND SHAD. BE 2. DECORATIVE GLAZING AND SHALL BE PLACED A MIN, OF ONE FOOT FROM EACH WALL END. SEE SHEAR }
<br /> INSULATED TO CONFORM TO THE PROVISIONS OF SECTION 504 OF THE 1997 UNIFORM WALL SCHEDULE FOR REQ. ANCHOR BOLT SPACING AT THE SHEAR WALL PANELS. ALL BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS
<br /> PROVIDE SEISMIC BRACING TO ALL WATER HEATERS. STRAPS SHALL BE LOCATED MECHANICAL CODE. R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR INTERIOR PARTITIONS SHALL BE SECURED W/ -SIMPSON" PHN-72 OR APPROVED I IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE ASSESSOR'S PARCEL : 18336067
<br /> OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS EQUAL POWER ACTUATED PINS AT 32 OC. INSTALL PIKES TO THE MANUFACTURER'S STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL
<br /> WITHIN THE UPPER 1/3 AND THE LOWER 1N3 OF ITS VERTICAL DIMENSION. THE
<br /> LOWER POINT SHALL BE A MIN. OF 4" ABOVE THE CONTROLS, C.P.C. SECTION 508,2,
<br /> ALL MANUFACTURED WINDOWS AND SLIDING GLASS DOORS SHALL MEET THE 1972 ANSI LOCATION WHERE THE 94TT0M EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 SPEC. AND SHALL BE INSTALLED AT CONCRETE SLAB CONSTRUCTION ONLY.
<br /> CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ZONING: RLAIR INFILTRATION STANDARDS AND SHALL BE CERTIFIED AND LABELED, INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL OCCUPANCY GROUP(S): R-3
<br /> FOLLOWING CONDITIONS: ALL LOAD BEARING FOOTINGS SHALL BE A MIN. OF 12" BELOW NATURAL GRADE AT BE NOT LESS THAN 4 IN HEIGHT WITH A STROKE MOTH OF NOT LESS THAN 1/2". WHERE TYPE OF CONSTRUCTION: V-B
<br /> ALL METAL CONNECTORS AND HOLD-DDWNS TO BE "SIMPSON" OR APPROVED EQUAL. REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN
<br /> ALL SWINGING DOORS AND WINDOWS LEADING TO UNCONDITIONED AREAS SHALL BE SINGLE STORY STRUCTURES AND A MIN. OF 18" BELOW GRADE AT TWO STORY ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACCESS IS NUMBER OF STORIES: 1
<br /> FULLY WEATHER-STRIPPED. 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN STRUCTURES. ALL FOOTINGS MUST BEAR ON UNDISTURBED SOIL.
<br /> ONE COAT AND TWO COAT STUCCO APPLICATIONS TO BE INSTALLED BY A CERTIFIED THE PLANE OF THE DOOR IN A GLOSSO POSITION. BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE HEWED FROM THE
<br /> CONTRACTOR APPROVED FOR THE APPLICABLE INSTALLATION. CONTRACTOR IS TO PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY APPLICABLE CODES I. CALIFORNIA CODE OF REGULATION (CCR),
<br /> PROVIDE A CERTIFICATE OF APPLICATION TO THE BUILDING INSPECTOR AT THE FINAL STORAGE TYPE WATER HEATERS AND STORAGE AND BACKUP TANKS FOR SOLAR ALL REINFORCING STEEL TO LAP A MIN. OF 24" AT SPLICES, 24" THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED.
<br /> INSPECTION. I SYSTEMS SHALL BE EXTERNALLY WRAPPED WITH R-12 INSULATION DR GREATER. 2. WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE � TITLE-24 PART 2,
<br /> DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN PROVIDE CORNER BARS TO MATCH CONTINUOUS STEEL. 24" 2019 CALIFORNIA BUILDING CODE PART 2.5
<br /> ALL GABLE END WALLS WHERE UNCONDITIONED ATTIC AREAS OCCUR AT ONE OR TWO THE FIVE FEET OF PIPE CLOSEST TO THE WATER HEATER IF OUTSIDE CONDITIONED IN-SWING DOOR. `� � ^ ' -�``�`� ��' 2019 CALIFORNIA RESIDENTIAL CODE PART 3.
<br /> COAT STUCCO APPLICATIONS ARE TO HAVE 1/2" GYPSUM BOARD OR OTHER C.R.C. SPACE, SHALL BE INSULATED WITH A MIN. OF R-4. STEAM AND STEAM CONDENSATION EXCEPTIONS: 2019 CALIFORNIA ELECTRICAL CODE PART 4.
<br /> T. MAL BARB AT T+i INTERIOR FACE WALLS. RETURN PIPING AND RECIRCULATING HOT WATER PIPING OUTSIDE THE BUILDING ADJACENT GROUND SURFACES SHALL BE SLOPED AWAY FROM STRUCTURE. DRAINAGE
<br /> ,APPROVED. � r ��� ENVELOPE SHALL BE IN ACCORDANCE WITH T20-1406(D). OF SURROUNDING AREA SHALL ALSO BE PROVIDED TO PREVENT ACCUMULATION OF PROJECT LOCATION 2019 CALIFORNIA MECHANICAL CODE PART 5,
<br /> ��;• �'��'��, 1. DECORATIVE GLAZING.
<br /> ,� - s,su ALS.-Nt+ a
<br /> BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE SURFACE WATER. P11 2019 CALIFORNIA PLUMBING CODE PART 6.
<br /> ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS ENERAL LIGHTING IN THE KITCHEN AND BATHROOMS SHALL BE FLUORESCENT. LAMPS 2.WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER 2019 CALIFORNIA ENERGY CODE PART 9.
<br /> VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY_ ADDRESS IDENTIFICATIO USED IN LUMINARIES SHALL HAVE AN EFFICIENCY OF NOT LESS THAN 40 LUMENS PER FASTENERS USED IN FOUNDATION SHALL BE CORROSION RESISTANT. Q2 a Z7 acs_N
<br /> CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE' WATT BETWEEN THE DOOR AND THE GLAZING. � 2019 CALIFORNIA FIRE CODE PART 11 .& NEPA 131]
<br /> ALL MATERIAL SIZES, GRADES AND CCNSTRUCTION DETAILS SHOULD BE VERIFIED TO 7,3G acs.-+ver 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
<br /> ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE SPELLED OUT. HOWER HEADS AND FAUCETS SHALL BE EQUIPPED WITH FLOW RESTRiCTORS AS 3• WHERE ACCESS THROUGH THE DOOR IS TD A CLOSET OR STORAGE AREA 3 MEET JOB CONDITIONS.
<br /> EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES (102 MM) IN HEIGHT WITH A FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH A 0• A aas.ss' 1 5.65' 193.49 c •»1.20' c PART 12.
<br /> STROKE WIDTH OF NOT LESS THAN 0.5 INCH (12.7 MM). WHERE REQUIRED BY THE OUTLINED IN THE CALIFORNIA GREEN BUILDING STANDARD. SECTION R30.4.3. 3620 19197-co 5
<br /> ASSUMED SOIL, BEARING PRESSURE - 1500 PSF. (PER 2019 C.R.C.) P� a �
<br /> FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL DESIGN CRITERIA:
<br /> APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACCESS IS BY A50NRY AND FACTORY BUILT FIREPLACES ON EXTERIOR WALLS SHALL 6E EQUIPPED
<br /> WITH TIGHT-FITTING CLOSEABLE METAL OR GLASS DOORS COVERING THE ENTIRE I 4. GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DDDR. ALL WELDED WIRE MESH TO BE ASTM A185. $ 6 $ fig
<br /> MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM OPENING OF THE FIREBOX. A COMBUSTION AIR INTAKE EQUIPPED WITH A READILY :a �srcnwo+ aauv�iR
<br /> THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO o 2.0, ACS.-NET 71 WIND SPEED: 110 MPH
<br /> ACCESSIBLE, OPERABLE AND TIGHT-FITTING DAMPER TO DRAW AIR FROM THE OUTSIDE I MIN. ALLOWABLE CONCRETE COMPRESSIVE STRENGTH TO BE 2,500 PSI AT 28 DAYS. a
<br /> IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. CRC 319.1 OF THE BUILDING, AND ATIGHT-FITTING FLUE DAMPER WITH A READILY ACCESSIBLE 8308.4.3 GLAZING IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL o, N, B9.34'E- N. 89' 3<'F..
<br /> MAX. AGGREGATE SIZE IS 1". MAX. AIR ENTERTAINMENT IS 3%. CEMENT TO BE TYPE WIND EXPOSURE CATEGORY: C
<br /> � �' 61 ` ' CONTROL ; THAT MEETS ALL OF FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A as?.or asa-oo 5.sr acs.-Her
<br /> P t L COCK ET__0 ANLL .Q INGS INTI SHE DWELLING UNf1�AND T T ARAGE HAZARDOUS LOCATION: I OR TYPE II, x � . ' pw f SEISMIC CATEGORY: D1
<br /> FIRE DOOR. 7Q q 2 ALLOWABLE DESIGN SOIL: 1500 PSF
<br /> INSULATION USED SHALL COMPLY WITH CALIFORNIA QUALITY STANDARDS. I $$
<br /> 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET,I REFER TO FINAL SOILS REPORT (IF APPLICABLE) FOR CONCRETE FOUNDATION AND ,l N �k, as CLIMATE ZONE: 12
<br /> FRONT ENTRY DOORS SHALL HAVE A VIEW OF THE AREA IMMEDIATELY OUTSIDE OF THE ' SOILS PREPARATION, THE SOILS ENGINEER SHALL INSPECT AND VERIFY ALL FOOTING 2.77 ACS.-NET r 2.DO AGS.-NET �'Y
<br /> THE INSULATION INSTALLER SHALL POST A SIGNED CERTIFICATE, SECTION 276,
<br /> DDDR WITHOUT OPENING THE DOOR. INSULATION CERTIFICATE (ALL OCCUPANCIES). AFTER INSTALLING INSULATION, THE 2. THE BOTTOM EDGE OF THE GLAZING 15 LESS THAN 18 INCHES ABOVE THE CONDITIONS. 4 -as.2J' j �. ���A m1�i�Ar�1 rr,Nf Q SCOPE OF WORK.
<br /> INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE FLOOR' N x9.75'€. 118'
<br /> ELECTRICAL NOTES PRIOR TO PLACEMENT OF CONCRETE - FINISH FLOOR SLAB ELEVATION SHALL BE D 4 552,18'� 18ar;5i; .r9f BQ' 365.57' D
<br /> SIGNED BY THE INSTALLER AND THE BUILDER STATING THAT THE INSTALLATION . EQUAL TO 6" MIN. TO 8" MAX. ABOVE FINISH GRADE - TYPICAL UNLESS NOTED J h ❑9 451-11GN �P!?l�iITEJ L11 50'
<br /> CONFORMS TO THE REQ. OF TITLE 25, PART 2, CHAPTER 2-53, AND THAT THE 3• THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR.. r Tq NEW SINGLE FAMILY RESIDENCE
<br /> ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2019 C.E.C. AND TITLE 24 OfiHERWISE. a . '
<br /> MATERIALS INSTALLED CONFORM WITH THE REQ. OF TITLE 24, CHAPTER 2, 2.34 ACS. 13 LIVING 5313 5Q. E-f.
<br /> I 4. DNI; DR MORE WALKING SERVICES ARE WITHIN 38 INCHES, MEASURED � � 2,34 Acs,-NET
<br /> STANDARDS. SUBCHAPTER 4, ARTICLE 3. THE CERTIFICATE SHALL STATE THE MANUFACTURER'S HORIZONTALLY AND IN A STRAIGHT LINE, OF GLAZING. SEE THE FINAL PRECISE GRACING PLANS FOR ANY SPECIAL CONDITIONS THAT MAY '� �' i5 w, � 72 ry
<br /> " " x.18 acs.x 1 r' GARAGE 922 SQ, FT.
<br /> ELECTRICAL LAYOUT 15 SCHEMATIC ONLY. THE ELECTRICAL CONTRACTOR 15 TO VERIFY NAME AND MATERIAL IDENTIFICATION, THE INSTALLED R VALUE, AND (IN APPLICATIONS AFFECT FOUNDATION DESIGNS. SOILS ENGINEER SHALL VERIFY THESE CONDITIONS. - 5s3s�' NET
<br /> OF LOOSE FILL INSULATION) THE MIN. INSTALLED WEIGHT PER FOOT CONSISTENT WITH EXCEPTIONS: ]Q �.�� Acs. - IRaa.� ��SF� D PORCH & PATIO 508 SQ. FT.
<br /> THE LAYOUT AS SHOWN. LOCATE AND EXPOSE ALL PROPERTY CCRNERS AND STRING SIDE YARD PROPERTY TOTAL 6843 SQ. FT,
<br /> THE MANUFACTURER'S LABELED DENSITY FOR THE DESIRE "R" VALUE.
<br /> ALL MAIN! FEEDERS TO BE XHHW AL. FOR INFILTRATION CONTROL, ALL OPENINGS AND PENETRATIONS MUST BE CAULKED 1. DECORATIVE GLAZING LINES PRIOR TO THE FOUNDATION INSPECTION. SHEET INDEX
<br /> LOAD CENTERS MAY NOT BE INSTALLED IN BATHROOMS AND OR CLOTHES CLOSETS AND SEALED. SUCH A5 AROUND WINDOWS, AT SOLE PLATES, AND OPENINGS FOR 2. WHERE A HORIZONTAL RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE PORCHES AND PATIO SLABS SHALL BE MIN. 1/2" BELOW RESIDENCE FINISHED FLOOR TI GENERAL NOTES, SITE PLAN & VICINITY PLAN
<br /> AND MUST MAINTAIN 36" WORK CLEARANCE. UTILITY PIPES AND WIRES. GLAZING 34 TO 38 INCHES ABOVE THE WALKING SURFACE. THE RAIL SHALL AT ALL DOOR THRESHOLDS, Al FLOOR PLAN & DETAILS
<br /> BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR ?:'_.' '
<br /> ALL CONDUIT UNDER TRAFFIC AREAS SHALL BE MIN. 24" BELOW GRADE AS PER N.E.0 ALL WATER CLOSETS SHALL HAVE A MAX. FLUSHING CAPACITY OF 1.28 GALLONS PER FLOOR WITHOUT CONTACTING THE GLASS AND HAVE A CROSS-SECTIONAL HEIGHT A2 FOUNDATION PLAN & DETAILS
<br /> TABLE 300-5. FLUSH. C.G.B.S. 603.2 OF NOT LESS IJP INCHES.
<br /> A3 ROOF FRAMING PLAN & DETAILS
<br /> ALL RECEPTACLES SHALL BE PROVIDED AND SPACED AS PER N.E.C. 210-52. PROVIDE "INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE 3. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED A4 ELEVATIONS
<br /> THERMOSTATIC MIXING VALVE TYPE" AT THE SHOWERS AND TUB/SHOWER PANELS WHERE THE BOTTOM EDGE OF THE GLASS IS 25 FEET OR MORE ABOVE A5 BRACED WALL PANEL PLAN AND INFORMATION
<br /> ALL GFCf RECEPTACLE OUTLETS SHALL BE PROVIDED AS PER N.E.C. 210-08. COMBINATIONS. 2019 C.P.C. GRADE, A ROOF, WALKING SURFACES OR OTHER HORIZONTAL [WITHIN 45 DEGREES
<br /> OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. AE SECTIONS
<br /> MAX. EIGHT RECEPTACLES PER CIRCUIT ALLOWED AND SPACED PER N.E.C. ALL HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE AN APPROVED A7 ELECTRICAL DIAGRAMIC PLAN
<br /> NDN-REMOVABLE TYPE BACK FLOW PREVENTION DEVICE. 2019 C.P.C. 8308.4.5 GLAZING AND WET SURFACES. GLAZING IN WALLS, ENCLOSURES, OR FENCES
<br /> MAX. TEN OUTLETS PROVIDED ON ANY LIGHTING CIRCUIT AS PER N.E.C. MECHANICAL N C T E S CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, RE TEN TION BA SIN A8 CONSTRUCTION SPECIFICATIONS AND NOTES
<br /> SHOWERS, AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE fl A9 C 0 N STR U CTIO N SPECIFICATIONS AND NOTES
<br /> MIN. 15 AMP CIRCUIT WIRING TO BE 14/2 W/ GROUND NM ROMEX, MIN. 20 AMP MECHANICAL PLAN TO BE PREPARED 9Y THE MECHANICAL CONTRACTOR. DESIGN THE GLAZING IS LESS THAN 80 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR I 17,426 CF I
<br /> CIRCUIT WIRING TO BE i 2/2 W/ GROUND NM RDMEx. SHALL BE CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR AND SHALL SIZE ALL WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APDL , A 1 0 CONSTRUCTION SPECIFICATIONS AND NOTES
<br /> SUPPLY AND RETURN ON DUCTS, ACCORDING TO TITLE 24 ENERGY EFFICIENCY TO SINGLE LAZY AND EACH PAIN IN MULTIPLE GLAZING, 2,D DEEP ` All WATER & GAS ISOMETRIC
<br /> ELECTRICAL SYSTEM GROUND TO BE PROVIDED AS PER N.E.C. 250-81. STANDARDS. EXCEPTION: y 75,030 CF !
<br /> Al2 WASTE & WASTE VENTING ISOMETRIC
<br /> ALL EXPOSED WIRING TO BE IN EMT, FLEX, OR SEALTILE FLEX WITH APPROVED PROVIDED COMBUSTION AIR TO ALL FUEL BURNING APPLIANCES (NO MATTER WHERE GLAZING THAT IS MORE THAN 80 INCHES, MEASURED HORIZONTALLY AND EN A STRAIGHT I TOP 90.0, A 1 3 GAS ISOMETRIC
<br /> FITTINGS. LOCATED
<br /> INCHES OI VENT AREA. AT BUSTIO N2 AIR
<br /> TORCON LIST OF ATSHA ST BE 0 SO,
<br /> ED SWIMMING POOL WATEOR R'S
<br /> EDGE EDGE OFBATH
<br /> TUB,
<br /> SHOHOT
<br /> SAUNA, 0R SPA.
<br /> STEAM ROOM.4R B0 T TORI 88 D' CG 1 CALIFORNIA GREEN REQUIREMENTS PAGE 1 OF 2
<br /> FUSED DISCONNECTS TO HAVE TIME DELAY FUSES "FRN" TYPE. WITHIN 12" OF THE CEILING AND THE OTHER 1/2 IS TO BE LOCATED WITHIN 12" OF - CG2 CALIFORNIA GREEN REQUIREMENTS PAGE 2 OF 2
<br /> THE LOWEST POINT OF THE FLOOR AS PER THE 2019 C.M.C. R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING. GLAZING ADJACENT TO LANDINGQ E 1 ELECTRICAL INFO
<br /> ALL OUTLETS EXPOSED TO EXTERIOR OR WET LOCATIONS SHALL BE WEATHERPROOF AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCITES ABOVE THE
<br /> TYPE GFCI CIRCUITS, AND SHALL BE PROVIDED AS PER N.E.C. 210-8(a)(3) AND ALL FURNACE CLEARANCES TO BE AS PER THE MANUFACTURERS LISTING AND AS LANDING AND WITHIN A 80 - INCHES HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE I E2 ELECTRICAL INFO
<br /> BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. F 1 FIRE SPRINKLER DESIGN
<br /> 410-57. PER THE 2019 C.M.C. ,o•
<br /> PROVIDE G.F.C.I. PROTECTION TO ALL KITCHEN COUNTERTOP OUTLETS AS PER N.E.C. MECHANICAL CONTRACTOR SHALL PROVIDE A SECONDARY OVERFLOW DRAIN PAN FOR
<br /> EXCEPTION: O? +' 17'
<br /> 71 0 1r
<br /> ALL ATTIC INSTALLED FORCED AIR UNITS AS PER 2019 C.M.C. THE GLAZING IS PROTECTED BY A GUARD COMPLYING WITH SECTION R 312 AND THE
<br /> PLANE OF THIS GLASS IS MORE THAN 18 INCHES FROM THE GUARD,
<br /> PROVIDE G.F,C.I. PROTECTION FOR COUNTERTOP OUTLETS WITHIN 6 FEET OF A WET ALL DISCHARGE EXHAUST AIR IS TO BE AT LEAST 5 FEET AWAY FROM ANY I PROVIDE A FLOW TEST ADMINISTERED BY
<br /> BAR SINK AS PER N.E.C. 210-8(A)(7). MECHANICAL VENTILATING INTAKES PER 2019 C.M.G. BRACE WALL PANEL N C T E S
<br /> DRYER EXHAUST SHALL BE EQUIPPED WITH A BACK DRAFT DAMPER AND MAY NOT ALL SHEAR WALLS TO HAVE DF-L FRAMING IN ACCORDANCE WITH C,R,C. TABLE EITHER A THIRD PARTY C-57 N❑. REVISION/ISSUE DATE
<br /> PROVIDE A G.F.C.I. PROTECTED OUTLET TO WHIRLPOOL TUBS A5 PER N.E.C. 680-70. EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET R602.3(5)
<br /> DISHWASHERS, GARBAGE DISPOSALS AND BATHROOM OUTLETS SHALL BE MIN. 20 AMP INCLUDING (2) 90 DEGREE ELBOWS. DEDUCT 2 FEET FOR EACH ELBOW USED IN N
<br /> SPRINKLER INSTALLING
<br /> EXCESS OF 2 AS PER 2019 C.R.C. DRYER EXHAUST VENTS EXCEEDING 14 FEET IN INTERIOR SHEAR WALLS SHALL BE CONTINUOUS FROM THE UNDERSIDE OF THE ROOF CONTRACTOR FOR THE FLOW O F T
<br /> THE PLAN CHECK 81022:
<br /> DEDICATED CIRCUITS, SHALL BE WIRED W/ NO. 12 AWG WIRE AND SHALL HAVE NO SHEATHING TO THE FOUNDATION. WELL , OR A 10 MINUTE FLOW TEST
<br /> OTHER OUTLETS ON THE CIRCUIT. HORIZONTAL AND/OR VERTICAL LENGTH SHALL BE OVERSIZED TO THE DRYER
<br /> MANUFACTURER'S SPEC_ WRAP VENT WITH 1 LB. x 3/4" INSULATION IN � MATCHING THAT APPROVED PLANS & � KLAN CHECK ? 3223
<br /> ALL H.V.A.C. UNITS ARE TO HAVE ONE RECEPTACLE OUTLET WITHIN 25' IF UNIT IS UNCONDITIONED AREAS ONLY TO PREVENT MOISTURE BUILD-UP. ALL STRAPS SHOWN ARE MANUFACTURED BY "SIMPSON". OTHER STRAPS MAY BE
<br /> ROOF MOUNTED. USED PROVIDED THEY ARE ICBG LISTED. + _��'_�'� LiR
<br /> RINKLER CALCULATIONS BY THE 3 PLAN CHECK a 61323
<br /> DUCTLESS EXHAUST FANS ARE TO HAVE A DAMPER AS REQUIRED. TALLING CONTRACTOR. EITHER TEST
<br /> GENERAL LIGHTING IN THE KITCHEN AND BATHROOMS WHERE A TUB OR SHOWER IS INSTALLATION OF ALL ANCHORS AND STRAPS SHALL BE TO THE MANUFACTURER'S p
<br /> PRESENT SHALL BE FLUORESCENT, LAMPS USED IN LUMINARIES SHALL HAVE AN MECHANICAL CONTRACTOR IS TO VENT ALL EXHAUST FANS TO THE NEAREST £AVE RECOMMENDATIONS AND SPEC., SULTS ARE TO BE PROVIDED N
<br /> EFFICIENCY OF NOT LESS THAN 40 LUMENS PER WATT. VENT OR TO A ROOF JACK AS PER THE GENERAL CONTRACTORS REQUEST. pRDVIDE SHEATHING IN ACCORDANCE WITH C.R.C. TABLE R5D2.3(3) `�' MPANY LETTER HEAD SUBMITTED TO
<br /> COUNTERTOP RECEPTACLE OUTLETS INSTALLED IN THE KITCHEN SHALL BE SUPPLIED BY GAS VENT AND NON-COMBUSTIBLE PIPING PASSING THROUGH THREE FLOORS OR " W ELL E BUILDING DEPARTMENT PRIOR TO
<br /> NOT LESS THAN TWO SMALL APPLIANCE BRANCH CIRCUITS. LESS SHALL BE EFFECTIVELY DRAFT STOPPED AT EACH FLOOR OR CE U G. SIMPSON" STHD14 & STH014RJ MUST HAVE #4 BAR PASSING THRU THE SHEAR r rr ILDING FINAL.
<br /> SMOKE DETECTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, AT THE UPPERMOST ALL DUCT WORK TO BE INSULATED FIBERGLASS FLEX DUCT UNLESS OTHERWISE CONE IN THE EMBEDDED SECTION OF THE STRAPS. +/_29 -n rT ,
<br /> POINT OF ALL RAISED CEILINGS, AND IN THE GENERAL VICINITY OF THE SLEEPING NOTED. "SIMPSON" STHD14 & STH014RJ MUST BE AT LEAST 1 1/2" FROM THE CORNER OF L V10
<br /> J r
<br /> ROOM. THE SMOKE DETECTORS MUST MAINTAIN A FOUR FOOT CLEARANCE OF ANY THE WALL. "SIMPSON" H02A HOLDOWNS REQUIRE A "SIMPSON" SS7816 ANCHOR BOLT (N) 5313 SQ• FT. `�
<br /> MECHANICAL RETURN AIR GRILLE. SMOKE DETECTORS MUST BE INTERCONNECTED TO FURNACE AIR DUCTS IN GARAGE AREA WHICH PASS THROUGH THE LIVING/GARAGE B�RY �4 FIRM NAME AND ADDRESS
<br /> (FRAMED WALL ON CONCRETE CONDITION) OR 5/8" DIA. A3D7 BOLT EPDXIED WITH DWELLING � �.��-,J_ r T J'!
<br /> ..SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS AND MUST HARDWIRED TO THE COMMON WALL SHALL BE N0.26 Ga. STEEL OR THICKER, "SIMPSON' ET22 (WOOD FLOOR ON CONCRETE WALL CONDITION . BELOW > >r) � SEPTIC TANK PERMIT
<br /> PREMISES WIRING ALONG WITH THE BATTERY BACK--UP. 5 '-� LINE 2 D E S I G
<br /> MECHANICAL CONTRACTOR SHALL SIZE ALL DUCT WORK BASED ON NOTED CFM REQ. " " GRADE MIN• - � AND DESIGN BY OTHERS ALL RECESSED LIGHT FIXTURES IN BATHROOMS WHERE A TUB OR SHOWER IS PRESENT AND ENERGY ANALYSIS EFFICIENCY VALUES. SIMPSON" HD8A HOLDOWNS REQUIRE A SIMPSON" SSTS28 ANCHOR BOLT (FRAMED -_-
<br /> WALL ON CONCRETE CONDITION) OR 7/8" DIA, A307 BOLT EPDXIED WITH -SIMPSON- 500 GAL I • COMMERCIAL & RESIDENTIAL
<br /> THE LIGHT FIXTURE MUST BE MOISTURE PROOF A5 PER N.E.C. 410-8. 5 FROM PROPERTY LINES,
<br /> FORCED AIR UNIT LOCATED IN ATTIC AREA: PROVIDE ATTIC/FAU ACCESS W/ MIN. SIZE ET22 (WOOD FLOOR ON CONCRETE WALL CONDITION)• PROPANE � DESIGN SPECIALIST
<br /> ALL RECESSED CEILING FIXTURES SHALL BE "ZERO CLEARANCE INSULATION COVER" (IC) TO BE AS LARGE AS THE LARGEST PIECE OF THE FURNACE W/ MIN. 24" WIDE " �= STRUCTURES, DRIVEWAYS AND DAVID MIRAFLOR C.C.I.
<br /> APPROVED IN INSULATED AREAS. ACCESS WALKWAY LEADING TO THE FURNACE AND 30" WIDE WORK AREA PLACED IN SIMPSON" HD10A HOEDOWNS REQUIRE A 'SIMPSON" 5ST928 ANCHOR BOLT [FRAMED TANK RAISED 47 - SWIMMING POOLS P.0 BOX 690218
<br /> FRONT OF THE FIRE SIDE OF THE FURNACE. ACCESS TO BE A MIN. OF 22-1/2" x WALL ON CONCRETE. CONDITION) OR 7/8" DIA. A307 BOLT EPDXIED WITH "SIMPSON" PLATFORM TO 48. � � � � FROM2 STOCKTON CA. 1952619
<br /> PROVIDE BONDING FROM COLD TO HOT WATER PIPING TO COMPLY WITH N.E.C. SECTION' 30" ET22 (WOOD FLOOR ON CONCRETE WALL CONDITION). * SEE EE DRAINAGE 50 WATER WELLS CELL (209) 477-Os+e
<br /> 250--80, 195,0 ELEVATION FAx 205) 473-3223
<br /> "SIMPSON" CS14 MAY BE REPLACED WITH FTA OR LFTA STRAPS OF EQUAL STRENGTH. MIN, 50' FROM P (N) CONIC. P LAN FOR LINE2i7 S GNOYAHOC-COI
<br /> JOINTS AND OPENINGS FRAM N C NOTES NO SHEATHING OR SIDING JOINTS SHALL BE ALLOWED AT HORIZONTAL FRAMING DWELLING �� � DRIVE WAY OTHER SITE PROJECT ECT LOCATION N
<br /> C.G.B.S. SEC. 506.1 JOINTS AND OPENINGS. OPENINGS IN THE BUILDING ENVELOP ALT. WORK AND MATERIALS SHALL BE N STRICT COMPLIANCE WITH THE 2019 EDITION JOINTS. SHEATHING/SIDING SHALL 9E CONTINUOUS ACROSS ALL HORIZONTAL FRAMING DETAILS This INCORPORATED
<br /> THE IDEAS SO LY THE
<br /> �z�
<br /> SEPARATING CONDITIONED SPACE FROM UNCONDITIONED SPACE NEEDED TO OF THE CALIFORNIA RESIDENTIAL CODE AND ALL LOCAL ORDINANCES. JOINTS. INCGRPQRATEE7 HEREIN, ARE SOLELY THE
<br /> ACCOMMODATE GAS, PLUMBING, ELECTRICAL LINES, AND OTHER NECESSARY �, ¢Q� ;RN RrY of AND NGT Tv
<br /> PENETRATIONS MUST BE SEALED IN COMPLIANCE WITH THE CALIFORNIA ENERGY CODE. ALL EXTERIOR AND LOAD BEARING WALLS TO HAVE DOUBLE TDP PLATES. STAGGER PLUMB N C NOTES ��,P ¢-� �� 00 r'DuPu II N, IWHOUT WRITTEN ALITHORIATION.
<br /> SPLICES 48" MIN. WITH (12) 16d NAILS BETWEEN SPLICES. PROVIDE MINIMUM OF 1/4" PER FOOT SLOPE FOR HORIZONTAL DRAINAGE PIPE. ��^ �d ��� I p
<br /> EXCEPTION: �, �j � I �Q'
<br /> 4>
<br /> ALL DIMENSIONAL LUMBER TO BE DOUGLAS FIR LARCH NO. 2 OR BETTER UNLESS NO VENT FROM INDIRECT WASTE PIPING SHALL COMBINE WITH ANY SEWER CONNECTED ' ��� Lr �
<br /> ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OTHERWISE NOTED. VENT, BUT SHALL EXTEND SEPARATELY TO OUTSIDE AIR. �� -
<br /> OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE (E) GAVEL �; m Q PROJECT NAME AND ADDRESS
<br /> PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, ALL HEADERS TO BE OF-L NO. 2 GRADE (MAX. 9" SPLIT). CLOTHES WASHERS STANDPIPE RECEPTOR SHALL EXTEND BETWEEN 18 AND 30 INCHES APPROVE FD - ENSURE THAT FIRE
<br /> CONCRETE MASONRY, OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING ABOVE ITS TRAP. THE TRAP SHALL BE BETWEEN 6 AND 10 INCHES ABOVE THE TURN R N AR U N D APPARATUS ACCESS L- --
<br /> AGENCY. ALL WOOD CONNECTORS MUST CARRY THE CAPACITY OF THE MEMBER. THE FLOOR. - "" '- '� �I 1 ti NEW SINGLE FAMILY RESIDENCE
<br /> CONTRACTOR IS RESPONSIBLE FOR AL CONNECTIONS. IF OTHER THAN STANDARD END OF SAR CT 'I DARDS FCR FOR JORGE & DORA CASTILLO
<br /> 08.1,1 OTHER OPENINGS. WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED CONNECTIONS ARE REQUIRED, CONTACT THE PROJECT ENGINEER FOR ASSISTANCE. PRESSURE TEMPERATURE RELIEF VALVES SHALL TERMINATE OUTSIDE THE BUILDING (N) GRAVEL --
<br /> LOUVERS OR COVERS WHICH CLOSE WHEN THE FAN IS OFF. COVERS OR LOUVERS USE "SIMPSON" OR OTHER ICBO LISTED CONNECTIONS. WITHIN 6 TO 24 INCHES OF THE GROUND AND POINTING DOWN. SUCH DRAIN MAY DRIVE WAY SAN JOA U I N COUNTY. 255 SARA CT LINDEN, OA.
<br /> SHALL HAVE A MIN. INSULATION VALUE OF R-4.2. TERMINATE AT OTHER APPROVED LOCATIONS, I - ! t 95236
<br /> n ALL WOOD CONNECTORS SHALL BE INSTALLED WITH REQUIRED FASTENERS IN SARA CT _ 1
<br /> MANDATORY ENERGY R E Q M T S.
<br /> COMPLIANCE WITH THEIR LISTING. BETWEEN THE BUILDING DRAINCLEAN-OUTS SHALL BE ANDSTOHE THE
<br /> BUILD NBUILDING
<br /> S SEWER ORTHE
<br /> INSTALLED OUTSIDE THE _ I __ 6
<br /> ALL HEATING VENTILATING, AIR CONDITIONING, AND WATER HEATING EQUIPMENT SHALL ALL WOOD MEMBERS SHALL BE FASTENED TOGETHER IN COMPLIANCE WITH 2019 BUILDING AT THE LOWER END OF THE BUILDING DRAIN AND EXTENDED TO GRADE. 2�) i-�n �`-`' TITLE. & GENERAL INFO SHEET
<br /> MEET ALL OF THE REQ. OF THE APPLIANCE EFFICIENCY STANDARDS AND SHALL BE C.R.C. TABLE R502.3(1) UNLESS OTHERWISE NOTED, GAS PIPING SHALL NOT BE INSTALLED IN OR ON THE GROUND UNDER A BUILDING.
<br /> CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION.
<br /> THRUST SHALL BE ELIMINATED BY USE OF COLLAR TIES OR CEILING JOISTS, 048" SITE PLA N
<br /> NO DOMESTIC DISHWASHER SHALL BE CONNECTED TO A DRAINAGE SYSTEM DR FOOD A TWO STAGE THERMOSTAT, WHICH CONTROLS THE SUPPLEMENTARY HEAT ON ITS MAX. SPACING. WHERE REQUIRED.
<br /> SECOND STAGE, SMALL BE PROVIDED FOR HEAT PUMPS. WASTE DISPOSER WITHOUT THE USE OF AN APPROVED DISHWASHER AIR GAP FITTING. seEVISED BY
<br /> THERMOSTATS SHALL BE EQUIPPED WITH AN AUTOMATIC SETBACK, WHICH THE BUILDING GLUE-LAM BEAMS SHALL BE 24F-V4 DF/DF OR EQUAL FOR SIMPLE SPANS, AND PROVIDE EXHAUST VENTING OF WATER HEATER. SCALE: 1 32F-0op VICINITY MAP D.MIRAFLOR
<br /> OCCUPANT CAN PROGRAM TO AUTOMATICALLY SET BACK THE THERMOSTAT TWICE IN 4$ 24f-V8 DF/DF FOR CONTINUOUS SPANS. NOTE: SURFACE DRAINAGE SHALL BE DIVERTED TO STORM SEWER CONVEYANCE OR OTHER DRAW BY SHEET #
<br /> HOURS. ENDS OF ALL GLUE-LAM BEAMS SHALL BE ADEQUATELY RESTRAINED. RELIEF VALVES EL, HARD
<br /> INSIDE A BUILDING PHAGE BE PROVIDED WITH A DRAW OF APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE DIRECTION OF SCALE; N.T.S.
<br /> GALVANIZED STEEL, HARD DRAWN COPPER PIPING AND FITTINGS, DPVC, OR LISTED GRADED TO DRAIN SURFACE WATER WAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL DRAINAGE D.GRANTHAM
<br /> AI.T.C. CERTIFICATES FOR GLUE-LAM BEAMS SHALL_ BE PROVIDED TO THE BUILDING VALVE DRAIN. THE DRAIN SHALL EXTEND FROM THE VALVE TO THE OUTSIDE OF THE
<br /> DEPARTMENT. BUILDING WITH THE END OF THE PIPE NOT MORE THAN 2 FEET NOR LESS THAN 5 A MINIMUM OF 6" WITHIN THE FIRST 10 FEET. DATE
<br /> INCHES ABOVE THE GROUND AND POINTING DOWNWARD. (2019 CPC, SECTION 600.5) 11 /13/21
<br /> TI
<br /> ALL COLUMNS SHALL EXTEND DOWN THROUGH THE STRUCTURE TO THE FOUNDATION. EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR PHYSICAL BARRIERS PROHIBIT 6" OF FALL
<br /> ALL COLUMNS SHALL BE BRACED AT ALL FLOOR LEVELS. COLUMNS SHALL BE THE GAS UTILIZATION EQUIPMENT CONNECTED TO A PIPING SYSTEM SHALL HAVE AN
<br /> ACCESSIBLE APPROVED MANUAL SHUT OFF VALVE WITH A NON-DISPLACEABLE VALVE WITHIN 10 FEET, DRAIN SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM SCALE
<br /> SAME WIDTH AS THE MEMBER THAT THEY ARE SUPPORTING. MEMBER, OR A LISTED GAS CONVENIENCE OUTLET INSTALLED WITHIN 6' OF THE STRUCTURE. IMPERVIOUS SURFACE WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE AS NOTED
<br /> EQUIPMENT IT SERVES. SHUT OFF VALVES SERVING DECORATIVE GAS APPLIANCES 0F' 9
<br /> TJI'S MUST BE INSTALLED IN STRICT COMPLIANCE WITH THEIR LISTING. SHALL BE PERMITTED TO BE INSTALLED IN FIREPLACES IF LISTED FOR SUCH USE. SLOPED A MINIMUM 2� AWAY FROM THE BUILDING. {;2019 C,B.C. SECTION 8401.3 AND
<br /> EXCEPTIONS}
<br /> (2019 CPC, SECTION 1212.5) _------ -v_-•_- _ ___
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