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AVENIDA ROSARIO_PLANS
ALL DEFERRED SUBMITTALS - TRUSS SHOP DRAWINGS - SHALL BE REVIEWED AND APPROVED BY THE ARCHITECT OR ENGINEER OF RECORD PRIOR TO BUILDING DEPARTMENT REVIEW THESE PLANS AND ALL WORK SHALL CONFORM WITH THE CALIFORNIA 2016 BUILDING, PLUMBING, MECHANICAL, FIRE, GREEN AND ELECTRICAL CODE. ENERGY CODES ARE BASED ON THE 2016 BUILDING ENERGY EFFICIENCY CODES AND ALL LOCAL CODES AND ORDINANCES a a i It I Xe- A361%Ai kpLi_ us] A NEW ADDITION FORS JOHN HACKER OT R TPAr_T 9A77.q AA R 9ACl/Al CprP p�0�:_'j 'tIC 8` PPRpvw. - sPEcclory ES�'bYp190f 15'SVANGE. VA�EECON HtN18p0A.�S 0�,1GE�lISN RECOROEO PONE IN ALCOR LL NOS 6Of ti IS%05t K sal' BE is APP fO A A? of of SAT pROVEO PSp BEA ER �E PRO�OOF �PR� ��� � S.cQ1��>c ' ' c�'`0� E'�p`°"mE So 40960ROSAR107��� `� ����3 s'T� AVENIDA PALM � CA. QItAG APN NO. 622-340-025 P00u' SIGH NOTES: 1. THE CITY BUILDING INSPECTOR HAS THE AUTHORITY TO REQUEST FULLY RLVISED PLAN SHEETS WITH ALL FIELD CHANGES CLOUDED W/DELTAS TO BE SUBMITTED FOR CITY PLAN REVIEW WHEN HE/SHE DETERMINES THE NUMBER OF FIELD REVISIONS WARRANT SUCH A REQUEST. 2. APPROVED TEMPORARY SANITARY FACILITIES (I.E. CHEMICAL TOILETS) SHALL BE ON THE CONSTRUCTION SITE PRIOR TO REQUEST FOR FIRST INSPECTION. (HEALTH AND SAFETY CODE, SECTION 5416) 3. CONTRACTOR AND/OR OWNER SHALL PROVIDE TRASH BIN TO INSURE PROPER CLEAN-UP OF ALL BUILDING MATERIALS. (ORDINANCE NO. 262 OF THE PALM DESERT MUNICIPAL CODE). 4. STORAGE OF BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT FOR WHICH THE PERMIT IS ISSUED. ADJACENT VACANT PROPERTIES MAY NOT BE UTILIZED FOR THIS PURPOSE UNLESS WRITTEN PERMISSION OF THE OWNER IS ON FILE WITH THIS OFFICE. THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN A CLEAR CONDITION AT ALL TIMES (PALM DESERT MUNICIPAL CODE, CHAPTER 8.02) 5. ADDRESS NUMERALS SHALL COMPLY WITH PALM DESERT ORDINANCE NO. 1217. YOU MAY REQUEST A COPY OF THE ORDINANCE AT THE BUILDING DEPARTMENT. 6. CONSTRUCTION HOURS: OCTOBER 1 THRU APRIL 30 MAY 1 THRU SEPTEMBER 30 MONDAY - FRIDAY 7:00 AM - 5:30 PM MONDAY -FRIDAY 6:00 AM - 7:00 PM SATURDAY 8:00 AM - 5:00 PM SATURDAY 8:00 AM - 5:00 PM SUNDAY NOT ALLOWED SUNDAY NOT ALLOWED GOVERNMENT CODE GOVERNMENT CODE HOLIDAYS NOT ALLOWED HOLIDAYS NOT ALLOWED VIOLATION OF THE ABOVE WORK HOURS IS A CITABLE OFFENSE UNDER PALM DESERT MUNICIPAL CODE SECTION 9.24.070. 7. SITE WALLS, RETAINING WALLS, TRASH ENCLOSURES, CARPORTS, SITE LIGHTING, TEMPORARY POWER POLES, EMERGENCY GENERATORS, GREASE INTERCEPTORS AND SPRAY BOOTHS REQUIRE SEPARATE SUBMITTALS, APPROVALS AND PERMITS. THESE ITEMS MAY BE ON YOUR PLANS BUT ARE NOT PART OF THE BUILDING APPROVAL. 8. GENERAL CONTRACTORS AND/OR OWNER BUILDERS SHALL SUBMIT A COMPLETED SUB -CONTRACTOR'S LIST TO THE BUILDING & SAFETY DEPARTMENT PRIOR TO REQUESTING A FINAL INSPECTION PER PALM DESERT ORDINANCE NO. 60. ABSOLUTELY NO SUB -CONTRACTOR'S LISTS WILL BE ACCEPTED UNLESS ALL REQUIRED INFORMATION IS PROVIDED ON THE APPROPRIATE FORM. \ v GRAPHIC SCALE 10 0 5 10 20 40 IN, rlIn ff77!=\ IN FEET 1 inch = 10 ft. s PROJECTIONS, INCLUDING EAVES, SHALL BE ONE-HOUR FIRE -RESISTIVE CONSTRUCTION, HEAVY TIMBER OR OF \ NONCOMBUSTIBLE MATERIAL IF THEY PROJECT INTO THE 3/5 FOOT (SPRINKLERED/UNSPRINKLERED) SETBACK AREA FROM THE PROPERTY LINE. THEY MAY PROJECT A MAXIMUM OF 12 INCHES BEYOUND THE 3 FOOT SETBACK [CRC TABLES R302.1(1) AND R302.1(2), WITH EXCEPTIONS] \ FT o\\ N:\ \ LOT 8 / / \O ` \ \� \ EXUMG RESIDENCE �` � ,� R L 4, � spm ` \ \ RESIDENCE &GARAGE = 3,923 SOFT. q� p \ \ � F.F. - (198.24) � 82 \ PAD - (197.74)?) R \ STEP - REMOVE EX. CONCRETE Co. r I I I AND REPLACE WITH 4" P.C.C. EXISTING Iwl i G Q i Ill--------� I I 3 INI L J INI I II r------.L.------� I I_ o M o N L I't F- -� I X ,4w0 I w EXISTING I I I_._1 POOL I J rL in IW to \ / L----------------------� I l o \` � Y/ I I I Z --------------------------------- \ F \ � I - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N89'44'31 "E 119.95' EXISTING BLOCK WALL LOT COVERAGE LOT SIZE: 12,142 SQ.FT. (0.28 ACRES) EXISTING RESIDENCE: 3,917 SQ.FT. 32.2% LOT COVERAGE PROPOSED POOL HOUSE: 343 SQ.FT. - 2.8% LOT COVERAGE TOTAL LOT COVERAGE. 35.0% SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE SCREW ATTACHMENT, BOLTING, ANCHORING AND OTHER FASTING OF COMPONENTS WITHIN THE SEISMIC -FORCE -RESISTING SYSTEM, INCLUDING STRUTS, BRACES AND HOLD-DOWNS. Plywood shear wall where fastener spacing is less than 4" on center, seismic resisting system. (ct -°02-7 Octfoz 1 DA rzoic bekN _S 0 AJ UY' CITY OF PALM Dain #T DEPARTMENT OF COMMUNITY PDEELOPMENT APPROVED BY: ❑C.0RES.NO-__,,,FF LETTER ❑ P.0 �RESNO ❑ ARC ACTION F BY C 1 ate CONSTRUCTION SHALL COMMENCE WITHIN ONE YEAR OFTHEAPPROVAL DESCRIPTION SHEET 0 Q0 [):� N N (/)0-)rr) 0 � Q d- QU I r F^Ln N z� > (n QLJO 0 Q0 O J d- 0- TITLE SHEET / SITE PLAN A1.0 FESs�o,� FLOOR PLAN A2.0 ELECTRICAL / MECHANICAL PLANS A3.0 - NO. 14614 fel FOUNDATION / ROOF PLAN A4.0 s9 C/VIS ELEVATIONS PLUMBING PLAN A5.0 OQFC��Fo� ROOF FRAMING PLAN / SECTIONS A6.0 ENERGEY GREEN CODE REQUIREMENTS A7.0 GENERAL NOTES A8.0 No. Revision/Issue Date RESIDENTIAL MANDATORY MEASURES CHECKLIST A9.0 TITLE 24 A10.0 a 1 er &C'O P �e Fjtq 1'JI �S D Ob ve b o� 9ranr des a en r al b y le al/ to ppli�a Sue n eie lchabv pI : t o la/ anc� or ble C , a !d�c petrfiit Ia fo rho I' or Of 1h�s gran . s• pe�di 1„ radIppro . a anj v,sa n ►perTITL_E �iSHEET Ivio/ oe• 'o/a b mir Pe r 1 f rha re�� � '; P L- AN t eSU pp/�c to ;. Pr visi ns of 9wee i such : Project ,f h Sheet . yep REFERENCE CODES A1.0 Date a?pr Scale u1,S rurh�n. 2016 CALIFORNIA RESIDENTIAL CODE` 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA ENERGY CODE 2016 CALIFORNIA BUILDING STANDARD ADMINISTRATIVE CODE TITLE 24, PART 2, CALIFORNIA ADMINISTRATIVE CODE HANDICAP COMPLIANCE REGULATIONS ENERGY CONSERVATION REGULATIONS BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH POSITION AS TO BE PLAINLY VISIBLE END LEGIBLE FROM THE STREET PER PDMC ORD. 1006 Ob ve b o� 9ranr des a en r al b y le al/ to ppli�a Sue n eie lchabv pI : t o la/ anc� or ble C , a !d�c petrfiit Ia fo rho I' or Of 1h�s gran . s• pe�di 1„ radIppro . a anj v,sa n ►perTITL_E �iSHEET Ivio/ oe• 'o/a b mir Pe r 1 f rha re�� � '; P L- AN t eSU pp/�c to ;. Pr visi ns of 9wee i such : Project Sheet A1.0 Date Scale 4 GLAZING NOTES: 1. GLAZING IS FIXED UNLESS NOTED 2. ALL GLAZING SHOWN IS DUAL INSULATING GLASS 3. ALL NEW GLAZING (FENESTRATION) WILL BE INSTALLED W/ A CERTIFYING LABEL ATTACHED, SHOWING THE U -VALUE. 4. GLAZING MARKED WITH e IS 3/16" TEMPERED GLASS. INSULATION NOTES: UPON COMPLETION OF THE INSTALLATION OF THE INSULATION, A CARD CERTIFYING THAT THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS OF THESE REGULATIONS SHALL BE COMPLETED BY THE INSULATION APPLICATOR AND POSTED AT CONSPICUOUS LOCATION WITHIN THE DWELLING. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITH FLOOR/CEILING ASSEMBLIES, ROOF/ CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWLSPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYIN SMOKE -DEVELOPED INDEX NOT TOEXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723 (CRC 302.10.1) SQUARE FOOTAGE 4.506.1 BATHROOM EXHAUST FANS. MECHANICAL EXHAUST FANS 3'-000 EXISTING RESIDENCE = 3,242 SQ.FT. EXISTING GARAGE = 675 SQ. FT. PROPOSED ADDITION = 343 SQ.FT. TILE FLOOR = 91 sq.ft. WOOD FLOOR = 202 sq.ft. o0 1n N Il 131-999 COUNTER PONY WALL 10 I I d - POOL HOUSE WOOD FLOOR O O � O \n LE30 3 STORAGE (I }ILACTCnTEISCS WOOD FLOOR 1-7 I( ?" 1 - 4'-10" TEMP GL.--/ 3'-6" 5'-5" 13'-9" FLOOR PLAN SCALE: 1/4" = 1'-0" FLOOR PLAN MISC. NOTES:0 SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70 INCHES ABOVE THE DRAIN INLET. CBC SEC. 1210.2.3 PROVIDE CEMENT, FIBER—CEMENT OR GLASS—MAT GYPSUM BACKING BOARD FOR TILES AT BATH AND SHOWER ENCLOSURES. CBC SEC 2509.2 02 SHOWER PAN TO BE SET 3" BELOW F.F. ❑3 INSTALL CLOTHES DRYER MOISTURE EXHAUST DUCT (MIN. 4" DIA.) TO OUTSIDE AND EQUIP WITH A BACK—DRAFT DAMPER. DRYER DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FT. INCLUDING 2-90 DEGREE ELBOWS. TWO FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF 2. SHOWER / TUB NOTE: WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 72 INCHES ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS ARE TO BE MOISTURE RESISTANT EXTERIOR DOORS NOTE: LANDINGS AT DOORS SHALL HAVE A LENGTH MEASURED IN DIRECTION OF TRAVEL OF NOT LESS THEN 36 INCHES EXTERIOR DOOR THRESHOLDS TO BE 1" MIN. TO 4" MAX (SEE GRADING PLAN) 0 N 00 I 00 N 0 2016 CALIFORNIA RESIDENTIAL CODE.... R303.3 2016 BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THEN 3 SQUARE FEET (0.3 m2), ONE—HALF OF WHICH MUST BE OPENABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION SYSTEM ARE PROVIDED. THE MINIMUM VENTILATION RATES SHALL BE 50 CUBIC FEET PER MINUTE FOR INTERMITTENT VENTILATION OR 25 CUBIC FEET PER MINUTE FOR CONTINUOUS VENTILATION VENTILATION AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE. INDOOR AIR QUALITY AND EXHAUST 8'-51p 4.506.1 BATHROOM EXHAUST FANS. MECHANICAL EXHAUST FANS 3'-000 2'-4., C1 THE BUILDING 2) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS 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 PERCENT. ,- -j00I' rD /W TABLE 4-7 CONTINUOUS WHOLE—BUILDING VENTILATION RATE (cfm) (PER ENERGY CALCULATIONS OR) EQUATION 4-1 VENTILATION RATE (cfm)= CFA/100 + 7.5 x NUMBER BEDROOMS + 1 CFA=COOLED FLOOR AREA POOL HOUSE MTL: METAL KITCHEN C3 11.93 cfm / 1 BATHROOMS = 11.93 cfm 4 z AIR MOVING EQUIPMENT USED TO MEET EITHER THE WHOLE—BUILDING I L,_ TILE SHALL BE RATED IN TERMS OF AIRFLOW AND SOUND. USE TAMARACK BATH FAN x z 26/50 CFM AND AIRETDRAK 62.2 CONTROL SKU: TTI—AK—BFQ50—SG IN o' BATHROOM RATED AT 0.8 SONE. A) ALL CONTINUOUSLY OPERATION FANS SHALL BE RATED AT MAXIMUM OF 1.0 SONE. M J B) INTERMITTENTLY OPERATED WHOLE—BUILDING VENTILATION FANS SHALL BE RATED COUNTER PONY WALL 10 I I d - POOL HOUSE WOOD FLOOR O O � O \n LE30 3 STORAGE (I }ILACTCnTEISCS WOOD FLOOR 1-7 I( ?" 1 - 4'-10" TEMP GL.--/ 3'-6" 5'-5" 13'-9" FLOOR PLAN SCALE: 1/4" = 1'-0" FLOOR PLAN MISC. NOTES:0 SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70 INCHES ABOVE THE DRAIN INLET. CBC SEC. 1210.2.3 PROVIDE CEMENT, FIBER—CEMENT OR GLASS—MAT GYPSUM BACKING BOARD FOR TILES AT BATH AND SHOWER ENCLOSURES. CBC SEC 2509.2 02 SHOWER PAN TO BE SET 3" BELOW F.F. ❑3 INSTALL CLOTHES DRYER MOISTURE EXHAUST DUCT (MIN. 4" DIA.) TO OUTSIDE AND EQUIP WITH A BACK—DRAFT DAMPER. DRYER DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FT. INCLUDING 2-90 DEGREE ELBOWS. TWO FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF 2. SHOWER / TUB NOTE: WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 72 INCHES ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS ARE TO BE MOISTURE RESISTANT EXTERIOR DOORS NOTE: LANDINGS AT DOORS SHALL HAVE A LENGTH MEASURED IN DIRECTION OF TRAVEL OF NOT LESS THEN 36 INCHES EXTERIOR DOOR THRESHOLDS TO BE 1" MIN. TO 4" MAX (SEE GRADING PLAN) 0 N 00 I 00 N 0 2016 CALIFORNIA RESIDENTIAL CODE.... R303.3 2016 BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THEN 3 SQUARE FEET (0.3 m2), ONE—HALF OF WHICH MUST BE OPENABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION SYSTEM ARE PROVIDED. THE MINIMUM VENTILATION RATES SHALL BE 50 CUBIC FEET PER MINUTE FOR INTERMITTENT VENTILATION OR 25 CUBIC FEET PER MINUTE FOR CONTINUOUS VENTILATION VENTILATION AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE. INDOOR AIR QUALITY AND EXHAUST ® 4.506.1 BATHROOM EXHAUST FANS. MECHANICAL EXHAUST FANS WHICH EXHAUST DIRECTLY FROM BATHROOMS SHALL COMPLY WITH THE FOLLOWING: 1) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING 2) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS 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 PERCENT. 2016 RESIDENTIAL COMPLIANCE MANUAL AUGUST 2009 TABLE 4-7 CONTINUOUS WHOLE—BUILDING VENTILATION RATE (cfm) (PER ENERGY CALCULATIONS OR) EQUATION 4-1 VENTILATION RATE (cfm)= CFA/100 + 7.5 x NUMBER BEDROOMS + 1 CFA=COOLED FLOOR AREA POOL HOUSE MTL: METAL 343/100+7.5x1 +1 =11.93 cfm C3 11.93 cfm / 1 BATHROOMS = 11.93 cfm AIR MOVING EQUIPMENT USED TO MEET EITHER THE WHOLE—BUILDING VENTILATION REQUIREMENT OR THE LOCAL VENTILATION EXHAUST REQUIREMENT SHALL BE RATED IN TERMS OF AIRFLOW AND SOUND. USE TAMARACK BATH FAN w 26/50 CFM AND AIRETDRAK 62.2 CONTROL SKU: TTI—AK—BFQ50—SG IN TP: TEMPERED BATHROOM RATED AT 0.8 SONE. A) ALL CONTINUOUSLY OPERATION FANS SHALL BE RATED AT MAXIMUM OF 1.0 SONE. cn B) INTERMITTENTLY OPERATED WHOLE—BUILDING VENTILATION FANS SHALL BE RATED ,�, AT A MAXIMUM OF 1.0 SONE C) INTERMITTENTLY OPERATED LOCAL EXHAUST FANS SHALL BE RATED AT A MAXIMUM WD: WOOD OF 3.0 SONE. o DOOR SCHEDULE ® NOTES: NOTES: MTL: METAL MTL: METAL C3 w w > TP: TEMPERED z z cn ,�, w F_ WD: WOOD WD: WOOD o a- w a w Q LU � Q FB: FIBER GLASS o = Q of N �I a VN: VINYL AL: ALUMINUM AL: ALUMINUM 1 FRENCH DOOR 1 3/4" 3'-0" 6'-8" 20 sq.ft. WD 1 1 TEMPERED 2 HOLLOW CORE DOOR 1 3/4" 2'-6" 6'-8" 16.7 sq.ft. WD 1 1 C1 3 HOLLOW CORE DOOR 1 3/4" 2'-0" 6'-8" 13.3 sq.ft. WD 1 1 O WINDOW SCHEDULE NOTES: C5 MTL: METAL z w TP: TEMPERED 3�:�- cn ,�, F_ WD: WOOD o w w a m w > z FB: FIBER GLASS a � < j 7) VN: VINYL AL: ALUMINUM Al SLIDING 4'-0" 4'-0" DG 16 sq.ft. VN 1 131 SLIDING 2'-0" 2'-0" DG 4 sq.ft. VN 1 TEMPERED C1 SLIDING 3'-0" 3'-0" DG 9 sq.ft. VN 1 Z 2 O 00 fy N Q N U) O- O � Q � U � Q L LL] Q0 z � N > cn Q LiJ 0 � 0 CO 0 Q d- n k No. I Revision/Issue I Date DOOR 8c WINDOW NOTES: ;- 1. PROVIDE TEMPERED GLAZING IN THE FOLLOWING LOCATIONS: A) FIXED OR SLIDING PANELS OF SLIDING DOOR ASSEMBLIES OR SWINGING DOORS S F B) DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS rho, hCprT p �MRp�Fp AND SHOWER ENCLOSURES. ese /S SU LESS THAN 60" ABOVE A SHOWER OR TUB FLOOR h01`0b b bj� cha�eb S`�ASSpCNCF D) WHERE THE NEAREST EXPOSED EDGE OF THE GLASS IS WITHIN 24" ARC OF EITHER VERTICAL epY 9r ode n D gTES THAN 60"EDGE OF AADOOR IN A BOVE THE WALK ING NG SUPOSITION RFACE. AND WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS °�albya�� pto s� ` r'//7a/7c naed of /NC. E) GLAZING ADJACENT TO THE STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF pp /ssUa/�ca 'Cit n aano `� t A WALKING SURFACE, WHEN EXPOSED SURFACE OF THE GLASS IS LESS THAN 60" ABOVE THE PLANE Per, " va/ of °e or ya9e 9 pe ��2a °th OF THE ADJACENT WALKING SURFACE Cod Or apprese p/r��/�t Sheet Descriptionpen-" Is F) GLAZING ADJACENT TO STAIRWAY WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY �d�orlt to rdpro a arms ;ha tap 9 IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60" ABOVE THE NOSE Ss// V;°/aflaoe y v ,/a not orn�/1 OF THE TREAD. be Valid °r Ca-I� 4r it Of � °onstr ed o (NOTE: EXCEPTION FOR E AND F ABOVE, IF A HANDRAIL OR GUARDRAIL EXISTS WITH BALUSTERS OR th Pres a ap lUed 10 FILL IN PANELS) prO�� , ee PLAN 2. EVERY SLEEPING ROOM SHALL BE PROVIDED WITH A LEAST ONE OPERABLE DOOR OR WINDOW USED (such FOR EMERGENCY ESCAPE. 3. ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL BE A MINIMUM NET CLEAR OPENING OF 5 S.F. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20" WHERE WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT OF NOT MORE THEN 44" A.F.F. Project Sheet 4. ALL SWINGING DOORS SHALL HAVE A THRESHOLD HEIGHT OF NO MORE THEN 1/2". ALL SLIDING DOORS SHALL HAVE A THRESHOLD HEIGHT OF NO MORE THEN 3/4" Date A 2.0 5. EXTERIOR LANDINGS SHALL BE NO MORE THEN 3/4" BELOW TOP OF FINISHED THRESHOLD AT ALL Scale IN -SWINGING ENTRY DOORS ALL GLAZING SHALL HAVE TEMPORARY LABEL ON THE PRODUCT UNTIL THE FIELD INSPECTOR HAS INSPECTED IT 0 EXTERIOR LIGHT FIXTURE PHOTOCELL QUICK DISCONNE BOX 100 A PANEL ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELECTRICAL LEGEND FG t FUEL GAS AND FUEL GAS CONTROL KEY $ SWITCH -SINGLE POLE @ +42" - UNLESS NOTED OTHERWISE (U.N.O.) S3 THREE-WAY OR FOUR-WAY WITH OPTIONAL DIMMER SWITCH A C, RECEPTACLE - WITH ARC -FAULT CIRCUIT INTERRUPTER, TAMPER RESISTANT cFa RECEPTACLE - WITH GROUND FAULT INTERRUPTER, TAMPER RESISTANT C) TAMARACK FAN (26/50 CFM) W/ 5" VENT. THROUGH ROOF (MODEL: BF050) CO CARBON MONOXIDE DETECTOR, CRC APPROVED, SHALL BE LISTED AS COMPLYING WITH THE REQUIREMENTS OF (UL 2075) (BATTERY OPERATED) 0 SMOKE ALARM / CARBON MONOXIDE ALARM W/ BATTERY BACKUP �- LIGHT - WALL MOUNTED LED LED LIGHT - FLUSH MOUNTED IN CEILING VPH TELEPHONE JACK - © +12" - U.N.O. TELEVISION ANTENNA/CABLE JACK - © +12" - U.N.O. CEILING FAN SMOKE ALARMS & CARBONMANOXIDE DETECTORS IT IS REQUIRED THAT SMOKE ALARMS AND CARBONMONOXIDE DETECTORS ARE RETROFITTED INTO THE EXISTING DWELLING FOR A PERMIT WITH REPAIRS OR ADDITIONS EXCEEDING $1,000.00 (CRC 315.2.2) ALTERATIONS, REPAIRS AND ADDITIONS. ( CRC 314.3.1 ) WHEN ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. CARBON MONOXIDE DETECTOR SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. CARBON MONOXIDE DETECTORS SHALL BE "HAND WIRED" AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP. ( CRC: R315.1 AND R315.1.4) MISC. ELECTRICAL NOTES: 1.- ELECTRICAL OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH NEC. ARTICLE 210-52 VALUE AND DESIGN. 2.- ELECTRICAL SYSTEM GROUND TO BE PROVIDED PER NEC ARTICLE 250-80-(B) AND 250-81 (C) 3.- LIGHTING OUTLETS CONTROLLED BY A WALL SWITCH SHALL BE PROVIDED IN ACCORDANCE WITH THE NEC. ARTICLE 210-70 4.- LIGHT FIXTURES INSTALLED IN CLOTHES CLOSETS WILL COMPLY WITH NEC. ARTICLE 410-B 5.- ELECTRICAL SYSTEM GROUND TO BE PROVIDED PER NEC. ARTICLE 250-80 (B) AND 250-81 (C) 6.- PROVIDE FAN FOR INTERIOR BATHROOMS SEC. 1205(C) 7.- SMOKE DETECTORS SHALL BE PROVIDED C.B.C. SEC.310.9.1.4, EACH DETECTOR SHALL BE PERMANENTLY WIRED AND LOOPED AS ONE PER C.B.C. SEC 310.1.4, 110V & BATTERY BACKED -UP 8.- PROVIDE MIN. 24" SEPARATION FOR OUTLETS AT OPPOSITE SIDES OF A FIRE WALL PER U.B.C. SEC. 4304 (F) 9.- RESIDENCE SHALL BE PRE -WIRED FOR OPTIONAL INTERCOM SYSTEM AT ALL BEDROOMS FROM ENTRY DOOR AND AT KITCHEN/ NOOK. 10.- RESIDENCE SHALL BE PRE -WIRED FOR OPTIONAL SECURITY SYSTEM. 11.- PROVIDE (2) MINIMUM SEPARATE 20 AMP. SMALL APPLIANCE BRANCH CIRCUITS TO SERVE KITCHEN, BREAKFAST ROOM, AND DINING ROOM. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. (CEC. 210-52(b)(1) THROUGH 210-52(b)(3), 220-4(b) 12.- PROVIDE (1) MINIMUM SEPARATE 20 AMP. BRANCH CIRCUIT TO SERVE LAUNDRY APPLIANCES. SUCH CIRCUITS(S) SHALL HAVE NO OTHER OUTLETS. 13.- ELECTRICAL CONTRACTOR TO FURNISH & INSTALL ALL LAMPS. 14.- MOUNT CONVENIENCE RECEPTACLES HORIZONTALLY BOTTOM OF BOX 3 FEET ABOVE SLAB. 15.- PROVIDE BELL COVERS FOR W.P. RECEPTACLES AND OTHER EXTERIOR DEVICES. 16.- FURNISH AND INSTALL PIGTAILS FOR ALL APPLIANCES. 17.- ALL WIRING IN ATTIC TO REMAIN CLEAR OF SPACES AND RECEIVE INSULATION. 18,- ALL CONVENIENCE OUTLETS TO BE ON G.F.I. SEPARATE FROM INTERIOR G.F.I. PROTECTED CIRCUITS. 19,- EXTERIOR W.P. OUTLETS TO BE G.F.I. SEPARATE FROM INTERIOR G.F.I. PROTECTED CIRCUITS. 20,- TYPICAL LIGHT SWITCH MOUNTING HEIGHT TO BE 37" ABOVE SLAB TO CENTER PLATE. 21.- MOUNT SWITCHES AND CONVENIENCE OUTLETS AT KITCHEN BATHROOMS, AND LAUNDRY ROOM COUNTERS HORIZONTALLY AT 40" ABOVE SLAB TO CENTER OF PLATE. 22.- COAX CABLE FOR T.V. WIRING TO BE TIMES 2370 OR 2345 23.- ALL FIXED APPLIANCES SHALL BE SECURELY FASTEN IN PLACE TO NEC. ARTICLE 410-8 24.- PROVIDE INDIVIDUAL CIRCUIT FOR IRRIGATION CLOCK. 25.- BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20 AMP. BRANCH G.F.I. CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 26.- ALUMINUM CONDUCTORS ARE PERMITTED ONLY IF SIZE 1/0 OR LARGER, AND ONLY TO FEED MAIN OR SUB -PANELS. ALL OTHERS CURRENT CARRYING CONDUCTORS SHALL BE COPPER. SHALL BE THIN COPPER. 27,- LUMINARIES FOR GENERAL LIGHTING IN KITCHENS SHALL HAVE LAMPS WITH AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT. GENERAL LIGHTING MUST PROVIDE A SUFFICIENT LIGHT LEVEL FOR BASIC KITCHEN TASKS, AND PROVIDE A UNIFORM PATTERN OF ILLUMINATION. THE EFFICACY LUMINARIES SHALL BE SWITCHED AT AN ENTRANCE TO THE KITCHEN. 28.- EACH ROOM CONTAINING A SHOWER OR BATHTUB SHALL HAVE ATLEAST ONE LUMINAIRE WITH LAMP(S) WITH AN EFFICACY OF 40 LUMENS PER WATT OR GREATER. IF THERE IS MORE THAN ONE LUMINAIRE IN THE ROOM. THE HIGH -EFFICACY LUMINAIRE SHALL BE SWITCHED AT THE ENTRANCE TO THE ROOM. 29.- ALL BATHROOM RECEPTACLES AND ALL RECEPTACLES INSTALLED TO SERVE COUNTER -TOP SURFACES MUST BE G.F.I. PROTECTED. CRC 210.8 30.- OPENING AROUND ELECTRICAL PENETRATIONS THROUGH FIRE RESISTIVE RATED WALLS, PARTITIONS, FLOORS, CEILINGS, SHALL BE FIRE STOPPED USING APPROVED METHODS TO MAINTAIN THE FIRE RESISTIVE RATING. 31.- SMOKE DETECTORS SHALL BE LOCATED AT VAULTED CEILINGS PER CRC SECTION R314 32,- ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLE PHASE, 15 AMP. AND 20 AMP. RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER. NEC 210-12 33.- LUMINAIRES RECESSED IN INSULATED CEILINGS MUST MEET REQUIREMENTS OF & 150(k)5.. MUST BE PIN BASED. 34.- ALL 125 -VOLT 15 AND 20 AMP. RECEPTACLES IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUN ROOM, BEDROOM, RECREATION ROOM, OR SIMILAR OR AREA OF A DWELLING UNIT SHALL BE LISTED TEMPERED-RESISTENT RECEPTACLES. ELECTRICAL LOAD CALCULATIONS GENERAL LIGHTING (343+3,242sq.ft )=3,585 sq.ft. ® 3W/SQ.FT=10,755 2 SMALL APPLIANCE CIRCUITS 2X 1,500 W) = 3,000 1 LAUNDRY CIRCUIT (1X 1,500 W =3,000 VENT HOOD = 750 DISHWASHER = 1,500 DRYER =10,800 SUB -TOTAL = 29,805 1ST. 10,000 W ® 100% = 10,000 REM. ®40% = 11,883 8 TONS REQ. ® 2,016 WATTS/TON = 16,128 38,001 MAIN SERVICE: 38,011 w/240V = ( 158 ) AMPS USE EXIST. 200 AMP. MAIN PANEL 18.5 SEER 12,000 BTU/H G. E 200A. PANEL 200 AMP. METER SOCKET SINGLE LINE DIAGRAM W/30.40 BREAKER SPACES / \ WATER HEATER DOMESTIC HW. / \ /o - -200 A MAIN LJ 0.53 40,000 BTU/H F 1�` =1A.C50A. / -DISHWASHER -_ -_ -T _ -DISPOSAL WASHE I--- MAIN FEED -DRYERR - - - -YARD LIGHTS LEDISON OR IID) FAU. 2"PVC DUCT CONDUIT D _ _ _ - - - -KITCHEN PLUGS. -KITCHEN PLUGS. -LTS. CIRCUIT -LTS. CIRCUIT - PLUG CIRCUIT - PLUG CIRCUIT =R88 RICHE GROUND V 7 V (UFER) _ _ _POOL do SPA DISHWASHER TO #4 REBAR - - - BOND TO WATER AND GAS FAU. J III' r o0 rD/W I LL - WALL MOUNTED DUCTLESS OUTDOOR fMINI-SPLIT SYSTEM CONDENSING ow I A/C MODEL PER OWNER UNIT SPECS (12k BTU) Is MECHANICAL P LAN SCALE: 1/4" = 1'-0" EQUIPMENT SCHEDULE UNIT # SYSTEM MODEL SIZE EFFICIENCY CAPACITY CASITA HEATING SAMSUNG MINI SPLIT OR EQUAL 1.0 TON 12,000 BTU/H COOLING 18.5 SEER 12,000 BTU/H WATER HEATER DOMESTIC HW. RHEEM PE50T09 50 GA. 0.53 40,000 BTU/H MECHANICAL 1. COMPARTMENT DIMENSIONS SHALL HAVE 3 -INCH MINIMUM CLEARANCE ON SIDE AND BACK. 6 INCH MINIMUM CLEARANCE FROM FRONT OF EQUIPMENT TO COMBUSTION AIR INTAKE. 2. AREA OF COMBUSTION AIR OPENINGS OF 1 SQUARE INCH PER 1,000 BTU'S (100 SQUARE INCH MINIMUM) / 2 SQUARE INCHES PER 1,000 BTU'S (200 SQUARE INCH MINIMUM) IS REQUIRED INTO COMPARTMENT. HALF (1/2) WITHIN 12 INCHES OF FLOOR. 3, COMBUSTION AIR FROM ATTIC THROUGH 26 GA. GALVANIZED STEEL SLEEVE EXTENDING 6 INCHES MINIMUM ABOVE CEILING JOISTS AND NOT SCREENED. 4. ATTIC TO HAVE ADEQUATE OPENINGS. 5. COMBUSTION AIR FROM OUTSIDE TO COMPARTMENT WITH 1/4 INCH SCREEN AT OUTSIDE OPENING. 6. SEPARATE DUCTS FOR UPPER AND LOWER COMBUSTION AIR SUPPLY OPENINGS. 7. CIRCULATING AIR SUPPLY OPENING OR DUCT OF 2 SQUARE INCHES PER 1,000 BTU'S IS REQUIRED. 8, ALL DUCTING INSULATION SHALL BE R-8 VALUE. 9. DUCTS IN THE GARAGE AND PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING UNIT, INCLUDING IT'S ATTIC AREA, FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GA. (0.48mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. CRC 2013: SECTION 302.5.2 O 0 05-1 N Q N 07 OY 0 . ►� (� Q [- Q U �" LJ L1J Q0 u J z � N > () I Q LJ 0 0Q0 0 Cfl M O Q d- n No. I Revision/Issue I Date f Y scl AP rrFAZ pFRMR0�E h°Se Fi+;,gs 1rt J � � p /C b 'ns hRL � . SSOC g T�` ls�rov� g 3n1 ,d°S ana I. /A ES/IVC dll iz/w. SSUa a inane foradhA ©� �lla%Of an Q ��ly a P �n9 pv�nOr�2� tO the e0d g Or ap .os r VM? �D scription i Pandj�8 , Cpd�0 qty to 9n s any shad/f a pe �allb 31e IVO,`d�d / °'' 'ld, °j canTr �}Thit�), A the t�Ue n n P LA N S9ch Project I Sheet Dote A3.0 Scale LEGEND INDICATES 24" DIA. HALF ROUND DORMER VENT. N INDICATES DIRECTION OF SLOPE. 4:12 TYP. @ THIS PROJECT. 'a Q INDICATES O'HAGEN TILE VENTS INDICATES FLAT ROOF VENTS 14"X24" ATTIC VENT W/ 4500 CFM ATTIC VENT FAN ROOF PLAN KEYNOTES SOA CONCRETE TILE ROOFING "EAGLE" ICC # ESR 1900) OVER/30# ROOF FELT = 329 SQ.IN REQUIERED UNDERLAYMENT E—© RIDGE PROVIDE (3) 24"DIA. HALF ROUND VALLEY SOD HIP E- EO 16" DIA. ROUND VENT = 390 SQ.IN. 14"X24" SHEET METAL GABLE VENT TO MATCH EXISTING 24"DIA. HALF ROUND DORMER TYP. CRICKETS I II I II I II EXISTING TILE ROOF -� i? c TF -11I � II II II I II II II I I r ------J II II I II I II II ( II II II I EXISTING RIDGE II I II ATTIC VENT CALCULATIONS "CAST TA" PROPOSED CASITA = 343 SQ.FT. o TOTAL= 343 SQ.FT. FOR HIGH ATTIC VENTILATION ONLY = 329 SQ.IN REQUIERED 343 SQ.FT ATTIC at 1/150= 2.28 SQ.FT. REQUIRED (SEE MANUF. SPECS FOR FREE AREA PROVIDE (3) 24"DIA. HALF ROUND DORMER VENTS SHEAR WALL SHEATHING WHERE OCCURS = 130 SQ.IN. FREE AREA (EA.) 4x POST WHERE OCCURS = 390 SQ.IN. = 390 SQ.IN. PROVIDED TO MATCH EXISTING TOTAL = 390 S0.IN. PROVIDED ROOF PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES: 1. ALL CONTINUOUS EXTERIOR FOOTINGS TO HAVE 5/8" DIA. x 12" A.B.'S WITH 3"x3%0.229" WASHERS, MIN. 7" EMBEDMENT INTO CONCRETE, AT 72" O.C. UNLESS NOTED OTHERWISE ON PLANS. ONCE ANCHOR BOLT SHOULD BE LOCATED BETWEEN 4"=12" AWAY FROM THE END OF THE SILL PLANTES. MIN. (2) A.B.'S PER SILL PLATE PER SHEAR PANEL 2. ALL INTERIOR NON SHEAR WALLS TO HAVE POWER DRIVER HILTI X—ZF 47P8S23 ICC—ES—ESER 2379 (WITH A MINIMUM PENETRATION OF 1-1/4 )) INTO SLAB) AT 24" O.C., UNLESS NOTED OTHERWISE, TO ACTUAL SLAB THICKNESS TO BE MIN. 3 1/2 )) 3. ALL HOLDOWNS AND POST ANCHORS ARE TO BE INSTALLED ACCORDING TO SIMPSON STRONG TIE SPECIFICATIONS AND REQUIREMENTS AND SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 4. MIN. CONCRETE WIDTH TO BE 8" FOR RECEIVING MPA'S AND HPAHD22'S. VERIFY LOCATIONS OF HOLDOWNS AND ANCHOR BOLTS WITH ROUGH FRAMING TO ASSURE PROPER AND ACCURATE INSTALLATION. I 5. PROVIDE #3 x 24" DOWEL AT 24" O.C. AND 12" FROM THE 00 N CORNER AT ALL CONCRETE STOOPS AND PORCHES. 6. PROVIDE MIN. (1) #4 REINFORCING BAR AT TOP AND (1) #4 AT THE BOTTOM FOR ALL CONTINUOUS FOOTINGS IN ADDITION (1) #4 BAR EXTRA FOR ELECTRICAL GROUND. LOCATION TO BE VERIFIED WITH THE ELECTRICAL CONTRACTOR. 7. VERIFY MIN. FOUNDATION DEPTH, WIDTH, REINFORCING STEEL AND ADDITIONAL EXPANSIVE SOILS REQUIREMENTS WITH VALID SOILS REPORT AND, IF ANYMORE RESTRICTIVE, THEY SHALL SUPERSEDE THE ABOVE MINIMUMS. 8. CONCRETE STRENGTH TO BE MINIMUM 2500 PSI. 9. FOOTINGS SHALL BE EXAMINED AND CERTIFIED IN WRITING BY THE PROJECT SOIL / GEOLOGY ENGINEER PRIOR TO INSPECTION AND PLACEMENT OF CONCRETE 10. WAITING PERIOD FOR CONCRETE SLABS—ON—GRADE PRIOR TO START OF CONSTRUCTION IS AS FOLLOWS: A) WALK ON SLAB 24 HOURS AFTER CONCRETE POUR. B) BEGIN WALL FRAMING 4-5 DAYS AFTER CONCRETE POUR C) BEGIN ROOF/FLOOR FRAMING 7-10 DAYS AFTER CONCRETE POUR 13'-9" 8'- 5" 1 � I � L_ - 3'-0" .2'-4" u V) LLJ a - z LdQ� � � Z LLI CDN LLJ xm� m Cxx Ld i-0 x O U Q O O O U Z 7- 0 0 W Q a 0 00 I i� F- — — — — - -i ---- ta---------- I 2 I - 26" LONG X #4 BAR 6" EMBEDDED INTO EXISTING, AND 20" INTO NEW SLAB @ 48" O.C. BEND AFTER SET. I EXISTING HOUSE I FOUNDATION PLAN SCALE: 1/4" = V-0" I • 00 CKI N Q N (J) rr) 0 ro Q:� Q U � Q z � N > U) I Q W0 o c0 O f� (_ O __J bFESS/p� ENR '9 � Z NO. 14614 1� civic U� �AUFO No. I Revision/Issue I Date ey Soo r R pSifl"Po' PV F he �FFD heprphc die S h KAS `SAS oql apCO eb r� a/6�anI qs LIJC. nree dAr lAr /QVC towe a he jsbpi% Ce� A dheren i pe provai ance " "y� y Nei <a /t - �e 0o mit o °f th or �r n61es mIt On of, r a eSe F � 8 author/t r ordnro�e alcription n des S,1' to v� anoe nPer n. Va /� o cb` cQ based �bN /sons f g/VL ROOF P'6AN Project I Sheet Date A4.0 Scale o F0�0 BRACED WALL SHEATHING 0 ( WHERE OCCURS.) SHEAR WALL SHEATHING WHERE OCCURS o���S. EXTERIOR PLASTER OP�e�� 4x POST WHERE OCCURS TO MATCH EXISTING G�aO�e� 2 x STUDS 0 16" 0. C. W/ 2 x TREATED SILL PLATE 0. 5/8" DIAM. x • v�G '1�yJ`�kg' O XX110- A.B ATED I& 2LL X2 %16' SO/ WASHER Y 12' LONG ANCHOR BOLTS AT 48" C 0 0 CORNERS do OPENINGS & SPLICES, SPACE O 4'-0" o.c. U.N.O. E.N. 6" 6" O BRACED WALLS. HD2A OR EQUAL EN. 3-1/2• THK. CONCRETE SLAB 3 1/2 • THK. CONCRETE SLAB 5/8" DIAM. X 9" ALL THREAD ROD SET 14 ae II F.G .'.L, a ee a, I G MILL"SOUEENUNDa<CLEAN SAND (TYP.pQ TE: °MU M'N CONCRETE TO BE 4500 PS1 ; ..- ° VISQUEEN UNDER x 6 - 10/10 W.W.F. O CL SLAB2" CLEAN SAND (TYP.)BAR 6 - 10/10 W.W.F. 0 CL SLAB CONT. TOP AND BOTT.-ex P. 24" MINS" FROM EARTH in BAR CONT. 24" MM. ) 3 YPICAL) "FROM EAR 2'-8 2 TYPICAL ( ) TYPCAL8 SILL BOLTING SHALL BE 1 2. 4 MIN. _ EXIST'G NEW SPACED NOT MORE THAN 6' APART R-7 INSULATIZ e NTS EXTERIOR BEARING FOOTING 1 EXISTING TO NEW FOOTING DETAIL 2 HOLDDOWN 3 13'-9" 8'- 5" 1 � I � L_ - 3'-0" .2'-4" u V) LLJ a - z LdQ� � � Z LLI CDN LLJ xm� m Cxx Ld i-0 x O U Q O O O U Z 7- 0 0 W Q a 0 00 I i� F- — — — — - -i ---- ta---------- I 2 I - 26" LONG X #4 BAR 6" EMBEDDED INTO EXISTING, AND 20" INTO NEW SLAB @ 48" O.C. BEND AFTER SET. I EXISTING HOUSE I FOUNDATION PLAN SCALE: 1/4" = V-0" I • 00 CKI N Q N (J) rr) 0 ro Q:� Q U � Q z � N > U) I Q W0 o c0 O f� (_ O __J bFESS/p� ENR '9 � Z NO. 14614 1� civic U� �AUFO No. I Revision/Issue I Date ey Soo r R pSifl"Po' PV F he �FFD heprphc die S h KAS `SAS oql apCO eb r� a/6�anI qs LIJC. nree dAr lAr /QVC towe a he jsbpi% Ce� A dheren i pe provai ance " "y� y Nei <a /t - �e 0o mit o °f th or �r n61es mIt On of, r a eSe F � 8 author/t r ordnro�e alcription n des S,1' to v� anoe nPer n. Va /� o cb` cQ based �bN /sons f g/VL ROOF P'6AN Project I Sheet Date A4.0 Scale PLUMBING: 1. DESIGN AND CONSTRUCT COMPLETE PLUMBING SYSTEM CONSISTING OF DRAIN, VENT WASTE AND WATER LINES IN COMPLIANCE WITH ALL APPLICABLE STATE, LOCAL AND FEDERAL LAWS, CODES AND REGULATIONS, COMPLY WITH ARCHITECTURAL WORKING DRAWINGS FOR LOCATIONS OF ALL PLUMBING FIXTURES, TRIM AND RELATED ITEMS, 2. PERMITS AND INSPECTIONSi SHALL BE OBTAINED BY THIS CONTRACTOR AS REQUIRED BY LIMITS OF THE WORK DEFINED HEREIN AND BY APPLICABLE CODES AND REGULATIONS, 3. DESIGN DRAWINGS SHALL BE PREPARED BY THIS CONTRACTOR IN COMPLIANCE WITH THE PROJECT DESIGN AND IN COMPLIANCE WITH ALL APPLICABLE CODE REQUIREMENTS, SUBMIT PLUMBING DESIGN ISOMETRIC DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AS PER THEIR REQUIREMENTS, 4. PROVIDE ALL PLUMBING WORK AS INDICATED ON THE DRAWINGS, SPECIFIED, HEREINAFTER CALLED FOR AND/OR REQUIRED TO COMPLETE THE PROJECT, PRINCIPAL ITEMS OF WORK INCLUDE THE FOLLOWING+ 5. PLUMBING FIXTURES AND TRIM. 6. COLD WATER SYSTEMS CONSISTING OF ALL PIPING VALVES, CONTROLS AND ALL ACCESSORIES WITH FINAL CONNECTIONS TO ALL PLUMBING FIXTURES. 7. HOT WATER SYSTEMS, CONSISTING OF WATER HEATERS, CIRCULATING PUMPS, CONTROLS, PIPING, VALVES AND ALL ACCESSORIES INCLUDING FINAL CONNECTIONS, 8. ALL GAS PIPING AS REQUIRED, 9. ALL SOIL, WASTE AND VENT LINES SHALL COMPLY WITH UNIFORM PLUMBING CODE, SOIL AND WASTE BEYOND THE FIVE FOOT BUILDING LINE SHALL BE VITRIFIED CLAY PIPE WITH SPEED SEAL JOINTS OR TRANSIT SEWER PIPE WITH RING GROOVE COUPLINGS. 10, COLD AND HOT WATER LINES ABOVE GRADE SHALL BE TYPE M HARD DRAWN COPPER WITH 50-50 JOINTS, COLD WATER LINES BELOW GRADE SHALL BE TYPE L COPPER WITH 95-5 JOINTS FROM WATER METER, SOLDERING PROHIB UNDER CONCRETE FLOOR- 1 PIECE RUN, 11. PROVIDE ALL VALVES AS REQUIRED, SWEAT COPPER ENDS ON COPPER PIPING SYSTEMS, SCREWED ENDS ON STEEL SYSTEMS, USE SQUARE HEAD COCKS ON FUEL GAS SYSTEMS, PROVIDE SPEEDWAY STOPS ON ALL FIXTURES. 12. SUPPORT ALL LINES BY MEANS OF RESILIENT FITTING OR ACCESSORIES), DO NOT ALLOW PIPING TO BE IN DIRECT CONTACT WITH FRAMING, NO COPPER PIPING SHALL BE IN CONTACT WITH ANY METAL OTHER THAN COPPER, PIPING SYSTEMS SHALL BE SECURELY SUPPORTED TO PREVENT UNDUE MOVEMENT AND SWAYING BUT FLEXIBLE ENOUGH TO PERMIT EXPANSION, 13. SUPPORT ALL LINES BY MEANS OF RESILIENT FITTING OR ACCESSORIES), DO NOT ALLOW PIPING TO BE IN DIRECT CONTACT WITH FRAMING, NO COPPER 14, HOT MOPPED SHOWER PLAN SHALL BE INSPECTED UPON COMPLENTION OF HOT -MOPPING AND SHALL BE FILLED WITH WATER FOR INSPECTION, (CPC 4118.1) 15. PROVIDE PRESSURE REGULATOR FOR WATER SERVICE WHERE STATIC PRESSURE EXCEEDS 80 PSI. (CPC 608,3) 16, PROVIDE A COMBINATION PRESSURE AND TEMPERATURE RELIF VALVEE AT ALL WATER HEATERS, SET TO OPEN AT NOT MORE THAN 150 PSI, DRAIN PIPE SHALL EXTEND TO OUTSIDE OF BUILDING AND TERMINATE NOT MORE THAN 2 FEET OR LESS THAN 6' ABOVE THE GROUND AND POINT DOWNWARD WITH THE END OBSTRUCTED. ANY OTHER TERMINATION LOCATION SHALL REQUIRE APPROVAL BY THE BUILDING OFFICIAL, (CPC 608.3, 608.4, 608,5) NOTES: NOTE: THE ELECTRICALLY CONTINUOUS INSULATED 18 AWG fellow coated, or bare COPPER TRACER WIRE ATTACHED TO THE NON-METALLIC UNDERGROUND GAS �IPING, AND IT'S TERMINATION ABOVE GRADE AT EACH END. (1211.19) NOTE: UNDERGROUND FERROUS GAS PIPING SHALL BE PROTECTED FROM CORROSION BY APPROVED COATINGS OR WRAPPINGS (1211.6), AND BE ELECTRICALLY ISOLATED FROM THE NEST OF THE GAS SYSTEM WITH LISTED/ APPROVED ISOLATION FITTINGS INSTALLED A MINIMUM 6" ABOVE GRADE (1211.7) UNDERGROUND PLASTIC GAS PIPING SHALL BE 18" DEEP, AND THE TRANSITION RISER MUST COMPLY WITH SECTION (1211.6) NO GAS PIPING SHALL BE INSTALLED N OR ON THE GROUND UNDER ANY BUILDING OR STRUCTURE, UNLESS INSTALLED IN GAS TIGHT CONDUIT. INCLUDING PIPING UNDER COVERED PATIO'S. (CPC 1211.1.6) 2" VTR SINK NC y WASHER 1 1/2" VTR SHOW2' ER KIT. SINK 1 1/2" VTR EX. 3" C. 0. TO SEWER CONNECTION 1 1/2" VTR 3" C. 0. PIPE INSUL. NOTE: PIPE INSULATION IS A MANDATORY REQUIREMENT IN THE FOLLOWING CASES: A. RECIRCULATING SECTIONS OF DOMESTIC HOT WATER SYSTEMS MUST BE INSULATED (THE ENTIRE LENGTH OF PIPING, WETHER BURIED OR EXPOSED. B. INDIRECT FIRED DOMESTIC HOT WATER SYSTEM PIPING FROM THE HEATING SOURCE TO THE STORAGE TANK. FIXTUR FIXTURE TYPE: U SHOWER HEADS F- SHOWER/ TUB COMBO I LAVATORY FAUCETS I KITCHEN FAUCETS WATER CLOSETS I� I WASHER I I DISH WASHER TOTAL: III 111 I PLUMBING ISOMETRIC EXISTING CLEAN OUT II III III I 'I 1 I'1 lol ii 1" 11 F- 1 I 1 I NEW I II I� I 111 I I DOOR III 111 I I EXISTING PnnNEHni mp, ----------------- - — — — — — — — — — — — — — — — — — — — — — — - II TAP INTO EXISTING \ HOT/ COLD WATER LINE \ III III EXISTING MASTER BEDROOM w II II I I I 1 11 I F,P. I I I ELEVATION KEYNOTES �® EXTERIOR PLASTER 2 COAT STUCCO o/ LATH AND PAPER o/ 1" E.P.S. Tb MATCH EXISTING �E® EXISTING RESIDENCE �-�-� WEEP SCREED (T CORROSION RESIST. �® NEW WINDOW FRAMES TO MATCH EXISTING NEW DOOR FRAMES TO MATCH EXISTING E--� EXISTING WINDOW TO REMAIN f� EXISTING ROOF TO REMAIN �® EXISTING WINDOW TO BE REMOVED NEW CONCRETE TILE ROOFING "EAGLE" ICC # ESR -1900) OVER/30# ROOF FELT UNDERLAYMENT NEW DECORATIVE LIGHT FIXTURE ALL NEW WINDOWS, EXTERIOR FINISHES, COLORS AND MATERIALS SHALL SUBSTANCIALLY MATCH THE EXISTING RESIDENCE. RIGHT ELEVATION SCALE: 1/4" = 1'-0" LEFT ELEVATION G EX. POOL EQUIPMENT WALL NEW <_ EXISTING 6OLHOUSE REAR ELEVATION an SCALE: 1/4" = 1'-0" Ir= r IF F IF I IL [ IL I_ LL L Z I O 00 ry N Q N U) 0) O cr-- Q U � Q 0 1- zry LIJ Q0N > (n Q LLI O O CD M J d- � S/, � Z NO. 14614 ), CIVIL�Q' -��CF CAUF� No. Revision/Issue Date T. 0. P LA TE 1 Fit f' BY S .OTT oR AF pPRoV, r }; o rhe AZnFkARsMOD NCa % SS reb ve, C res �qr�`FJrege?phrp�/ SNC, a/ `�AtiSheeesobscn� (�3%, �e�q►/�er a he 9. iss ab/e Ci bvi/di Auf e�oe pert o� p Ih or 9r�7 ty a9enCas e �iripe i p/7 the authostor oa )r ;e flat) hng o nd�n9 CO�e3 s"�c?�tb V jai Ce an/phj' 08aV J e 3l i °r can �n ° C Nnr edoto 0 a(� Irision o f $gi ee h Project I Sheet Date 5A.0 Scale 1/2" PLYWOOD OR WAFER BOARD W/ 1 LAYER OF 30# FELT W/ CONC. ROOFING (TYP.) (A) - EAVES TO BE ONE-HOUR FIRE -RESISTIVE CONST. _ HEAVY TIMBER OR OF NONCOMBUSTIBLE MATERIAL 1' OVERHANG (TYPICAL) 1 LEGEND 3 HOLDDOWN HD2A OR STHD14 1 15/32 WITH 8d AT 6" O.C. = 260# If 4x6 HDR LTJ 0 1 L=3'—O" � 3 3:1 SLOPE I. 3:1 SLOPE ISEE ROOFIIFRAMING SECTION 1 \L= 21-49) 0 TYPICAL ROOF DIAPHRAGM (ALLOWABLE LOAD: 265 PLF 2013 CBC) 15/32' CDX. PLYWOOD OR 1/2' ORIENTED STRAND BD. (OSB) LAID WRONG DIM. OF FULL SIZE PANELS PERPENDICULAR TO THE SPAN OF THE ROOF FRAMING, END JOINTS STAGGERED AND NAILED AS FOLLOWS 0 2 INCH NOMINAL WIDTH MEMBERS. 8d 0 6' O.C. 0 DIAPH. BOUNDARY (BN) 8d 0 6" O.C. 0 INDIV. PANEL EDGES (EN) 8d 012' O.C. 0 FIELD NAILING (FN) TYPICAL CHORD SPLICE 8 PAIR OF 16d NAILS 0 EA. 4'-0' LONG LAP SPLICE IN THE DOUBLE TOP PLATES. BOUNDARY 2'MIN. PROVIDE EDGE BLK. AT NARROW STRIP EVEN IF DIAPHRAGM DOES NOT REQUIRE EDGE BLOCKING. RAFTERS OR JOISTS OR TRUSSES. EDGE OF PLYWOOD SHEETS INTERMEDIATE BEARING (FIELD) r/ 2'—O'MIN. .V SHT. LAP TYPICAL ROOF SHEATHING: NOTES : 1.— RUN LONG DIMENSION OF PLYWOOD SHEETS ACROSS (PERPENDICULAR TO) JOIST. 2.— STAGGER PLYWOOD END JOINTS 2'-0"MIN. AS SHOWN. 3•— ALL NAILS SHALL HAVE A MINIMUM OF 3/8"EDGE DISTANCE. 4.— ALL JOISTS ANS RAFTERS SHALL BE LAID OUT IN A 4'-0" MODULE TO COINCIDE WITH PLYWOOD PATTERN. SECTION NOTES: SEE PLANS FOR OVERHANG & FASCIA 2X BLOCKING 2- 16 d 0 EA. JST. T— — — T— —T I T— —T I T— 7 -- -- -- T -- — —� — — 1 R-38 INSULATION � - I I- —— T -- — 1- I- -i f-- I I I ❑ II 1 114 11 INSTA L CO TINUI#Y TIED I I F_= I I F2R-19 INSULATION I II I � � \ I I I I = =1=JI I I I I I I I I ❑3 EAGLE TILE ESR -1900 OR EQUAL I I 4 I I F-4] 1/2" PLYWOOD OR WAFER BOARD W/1 LAYER II OF 30# FELT W/ CONCRETE ROOFING (TYP) II I I I I �I i I i I I SII I I I II El 2x6 ROUGH SAWN FACIA El STUCCO FINISH ON ADHESIVE BASE COAT I I I I I I I I I I I I WITH REINFORCING MESH — I I EXI � I III I F7] SHEAR PANEL PER PLAN I TING (R00 ��I I � jl I II III ( I i I F,P.1 111 I [8] ROOF FRAMING AT 16" O.C. _�I II II I I I I� �--_ —� I I I I I I I I I I �'I I r [9] 2( ) 2x6 TOP PLATE — I 10 2x6 SOLID BLOCK I I I I I F11] 1/2" GYPSUM WITH ORANGE PEEL TEXTURE I I I I I I I I I I I I I I ( 71®77�i®77®i®7I � ®I®I ®I®I I ®I® I I I I 0 °° 000 ROOF FRAMING PLAN SCALE: 1/4" = V-0" NOTES: 1. 4x & 6x BEAMS SHALL BE DF#1 2. 2x FRAMING SHALL BE DF#2 3. 2x STUDS SHALL BE DF #2 4. TOP PLATE SPLICE: USE 10 16d NAILS EACH SIDE OF SPLICE 5. ALL NAIL HOLES FOR STRAP TIES AND STRAP HOLDOWNS TO BE FILLED WITH COMMON NAILS, EXCEPT WHERE 16d SINKER NAILS ARE ALLOWED BY MANUFACTURER 6. USE COMMON NAILS 7. SHEAR NAIL SPACING TO HOLDOWN POSTS TO BE EDGE NAILING 8. AT HEADER BEAMS, NAIL 2x TRIMMER STUD TO 2x KING STUD WITH 16d @ 8" O.C. AT HEADER BEAMS W/ 2-2x TRIMMERS, NAIL TRIMMERS TOGEATHER W/ 16d @ 8" O.C. 9. LU—LAM BEAMS SHALL BE DF 22F—V3, STD. CAMBER UNLESS NOTED OTHERWISE CAMBER RADIUS SHALL BE 2000 FT. 10. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH"GRADING AND DRESSING RULES (#16) OF THE WEST COAST LUMBERMAN'S ASSOC. pp 11. HOLDOWN ANCHOR BOLTS AND HOLDOWN STRAPS SHALL BE IN PLACE PRIOR TO FOUNDATION INSPECTION HOLDOWN ANCHOR BOLTS SHALL BE TIED IN PLACE 12. FOOTING CONSTRUCTION SHALL BE SINGLE POUR A 35 0 2A 0 SIM. BM. 0 ALT E.N. SHEAR TRANSFER @ EAVES PROVIDE BLOT BETWEEN TRUSSES u - DBL. TOP PLATE W/ Min. 48" LAP SPLICE. R602.3.2 CONVENTIONAL FRAMING A 35 0 EA. BLOCK (ALT. SHEAR BLK. W/ 5-16 d 0 EA. BLOCK) SHEAR WALL SHEATHING WHERE OCCURS (TYP,.) HEADER OR REVERSE FRAMING A ST6224 STRAP ---J DBL. 2X OR J 1 I SHEAR TRANSFER TOP PLATE TO JOIST°° L-91 11 °d r 2 ROWS OF 16d 2 2 SINKERS 0 3" O.C. 00 °® °° °° °° 00 OO 00 0 0 28"OR 36" o 0 00 00 3" O.C. NAILING oo IN ALL FRAMING STUDS, 01 00 BLOCK, TOP PLATE, AND °° 00 MIN 3/8" WOOD BEHIND THE STHD14 °O 0° STRUCTURAL PANEL HOLDOWN 00 °° SHEATHING o0 00 00 00 00 00 00 00 5/8" ANCHOR BOLT EMBEDDED 0 ° O 0 _ 7"MIN. : O O0 0 O 0 0 p. e A e 3 BOTTOM PLATES (INSERT) o. .. p . SIMPSON STHD14 > (RETROFIT HOLDOWN NOT PERMITTED) e e 1 STRUCTURAL PANEL DETAIL SECTION A -A_ SCALE: 1/4" = 1'-0" NOTCH TOP CHORD FOR FASCIA (U.N.O.) E.N. OUTLOOKERS E.N. 2-16d 2-16d E.N. JOIST SPACED PER PLANS ALT. SHEAR BLKG. A 35 ® 32" O.C. (U.N.0.) DBL. TOP PLATE w/ MIN. IL 48" LAP SPLICE. R602.3.2 -2X STUDS ® O.C. (U.N.O.) SHEAR WALL SHEATHING WHERE OCCURS (TYP,.) SHEAR TRANSFER @ GABLE ENDS 2"X6" RIDGE BEAM MSTA24 STRAP TIES 2X4 RAFTERS AT 16" O.C. 12 7 k 3 4 8d NAILS AT 2" O.C. 4 8d NAILS AT 2" O.C. RAFTER TO CEILING JOIST --_-Z_ 2 N No. I Revision/Issue I Date J °h s OTTF��p� ppb � R o' d're eb/ens h�' F�SMir/S SV r T 'ro e� fs a� �e� � _ q S0CgTF pe Ar°i Svd '�a �e a�°a 01 NC d °°, It /° r%E'�et Descriptio�r%iyvV%%;N q the/ �a S° t °J.d p/ore .0 a`7nj%,� a9e°ces ef 2a t fh s-'0 ei ra nCe C7 'T �'Sh Of 1"X4" COLLARS AT 48"O.C. i'®p9r n e bPLAN 4 8d NAILS AT 2" O.C. ��Fi�sr sed RAFTER TO CEILING JOIST pr°Lis Sd of abs on °f s'�ik,e Project Sheet TY -DOWN STRAPS OR CLIPS 2"X6" DF #2 CEILING JOISTS AT 16" O.C. Date SIMPSON MTSB AT EACH JOIST A(620 TYPICAL ROOF FRAMING I I Scale L-91 11 10 POOL HOUSE 2 2 PT SILL PLATE SECTION A -A_ SCALE: 1/4" = 1'-0" NOTCH TOP CHORD FOR FASCIA (U.N.O.) E.N. OUTLOOKERS E.N. 2-16d 2-16d E.N. JOIST SPACED PER PLANS ALT. SHEAR BLKG. A 35 ® 32" O.C. (U.N.0.) DBL. TOP PLATE w/ MIN. IL 48" LAP SPLICE. R602.3.2 -2X STUDS ® O.C. (U.N.O.) SHEAR WALL SHEATHING WHERE OCCURS (TYP,.) SHEAR TRANSFER @ GABLE ENDS 2"X6" RIDGE BEAM MSTA24 STRAP TIES 2X4 RAFTERS AT 16" O.C. 12 7 k 3 4 8d NAILS AT 2" O.C. 4 8d NAILS AT 2" O.C. RAFTER TO CEILING JOIST --_-Z_ 2 N No. I Revision/Issue I Date J °h s OTTF��p� ppb � R o' d're eb/ens h�' F�SMir/S SV r T 'ro e� fs a� �e� � _ q S0CgTF pe Ar°i Svd '�a �e a�°a 01 NC d °°, It /° r%E'�et Descriptio�r%iyvV%%;N q the/ �a S° t °J.d p/ore .0 a`7nj%,� a9e°ces ef 2a t fh s-'0 ei ra nCe C7 'T �'Sh Of 1"X4" COLLARS AT 48"O.C. i'®p9r n e bPLAN 4 8d NAILS AT 2" O.C. ��Fi�sr sed RAFTER TO CEILING JOIST pr°Lis Sd of abs on °f s'�ik,e Project Sheet TY -DOWN STRAPS OR CLIPS 2"X6" DF #2 CEILING JOISTS AT 16" O.C. Date SIMPSON MTSB AT EACH JOIST A(620 TYPICAL ROOF FRAMING I I Scale Grading & Paving 4.106.3. GRADING AND PAVING. CONSTRUCTION PLANS SHALL INDICATE HOW THE SITE GRADING OR DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP WATER FROM ENTERING BUILDINGS. EXAMPLES OF METHODS TO MANAGE SURFACE WATER INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. SWALES 2. WATER COLLECTION AND DISPOSAL SYSTEMS 3. FRENCH DRAINS 4. WATER RETENTION GARDENS, 5. OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS SND SID IN GROUNDWATER RECHARGE. EXCEPTIONS: ADDITIONS AND ALTERATIONS NOT ALTERING THE DRAINAGE PATH.CGC Indoor Water Use WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. PLUMING FIXTURES (WATER CLOSETS AND URINALS AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING, PER CGC 4.303.1. TABLE 4.303 FIXTURE FLOW RATES Fixture Type Maximum Allowable Flow Rate Showerheads 1.8 gpm @ 80 psi Lavatory Faucets Residential 1.2 gpm @ 60 psi Kitchen Faucets 1.8 gpm @ 60 psi Metering Faucets 0.25 gallons/Cycle Gravity Tank-typewater closets 1.28 gallons/flush Flushometer-tank water closets 1.28 gallons/flush Flushometer-Valve water closets 1.28 gallons/flush Urinals 0.125 gallons/flush Clothes Washers ENERGY -STAR certified Urinals ENERGY -STAR certified 1 Lavatory Faucets shall not have a flow rate less than 0.8 gpm at 20 psi. 2 Kitchen Faucets may temporarily increase flow above the maximum rate, but not above 2.2 gpm @ 60 psi and must default to a maximum flow rate of 1.8 gpm @ 60 psi. 3 Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4 Kitchen faucets with a maximum 1.8 gallon/flush installed throughout. 5 Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. Single Flush Toilets - The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested In accordance with ASME Al 12.19.233.2. Dual Flush Toilets - The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume Is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME Al 12.19.2 and ASME NOTE: 4.303.1.1 WATER CLOSETS.: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE EQUIVALENT DESIGN SOFTWARE OR METHODS. COMPOSITE, AVERAGE FLUSH OF TWO REDUCED FLUSHES AND ONE FULL FLUSH 4.303.1.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWER.: A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD. 4.303.1.4.4 KITCHEN FAUCETS.: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION. Outdoor Water Use 4.304.1 IRRIGATION CONTROLLERS. AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: 1. CONTROLLERS SHALL BE WEATHER -OR SOIL MOISTURE -BASED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGE IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE. 2. WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEM THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE SEPARATE WIRED OR WIRELESS RAIN SENSORS WHICH CONNECT OR COMMUNICATES WITH THE CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. NOTE: MORE INFORMATION REGARDING IRRIGATION CONTROLLER FUNCTION AND SPECIFICATIONS IS AVAILABLE FROM THE IRRIGATION ASSOCIATION. Indoor Air Quality And Exhaust 4.506.1 BATHROOM EXHAUST FANS. EACH BATHROOM SHALL BE MECHANICALLY VENTILATED AND SHALL COMPLY WITH THE FOLLOWING: 1. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. 2. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FAN MUST BE CONTROLLED BY HUMIDITY CONTROL A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF < 50PERCENT TO A MAXIMUM OF 80 PERCENT. 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). NOTES: 1. FOR THE PURPOSES OF THIS SECTION, A BATHROOM IS A ROOM WHICH CONTAINS A BATHTUB, SHOWER, OR TUB/SHOWER COMBINATION. 2. LIGHTING INTEGRAL TO BATHROOM EXHAUST FANS SHALL COMPLY WITH THE 3. CALIFORNIA ENERGY CODE. Building Maintenance And Operation 4.410.1 OPERATION AND MAINTENANCE MANUAL. AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: 1. DIRECTIONS TO THE OWNERS OR OCCUPANTS THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. 2. 3. OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: A. EQUIPMENT AND APPLIANCES, INCLUDING WATER -SAVING DEVICES AND SYSTEMS, HVAC SYSTEMS, WATER -HEATING SYSTEMS AND OTHER MAJOR APPLIANCE AND EQUIPMENT. B. ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS. C. SPACE CONDITIONING SYSTEM, INCLUDING CONDENSERS AND AIR FILTERS. D. LANDSCAPE IRRIGATION SYSTEMS. E. WATER REUSE SYSTEMS. 3. INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND LOCATIONS. 4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. 5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AS INTERIOR RELATIVE HUMIDITY BETWEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 6. INFORMATION ABOUT WATER -CONSERVATION LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLERS WHICH CONSERVE WATER. 7. INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. 8. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. 9. INFORMATION ABOUT STATE SOLAR ENERGYAND INCENTIVES PROGRAMS AVAILABLE. 10.A COPY OF SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE. Storm Water Drainage Retention During Construction 4.106.1 GENERAL. PRESERVATION AND USE OF AVAILABLE NATURAL RESOURCES SHALL BE ACCOMPLISHED THROUGH EVALUATION AND CAREFUL PLANNING TO MINIMIZE NEGATIVE EFFECTS ON THE SITE AND ADJACENT AREA. PRESERVATION OF SLOPES, MANAGEMENT OF THE STORM WATER DRAINAGE AND EROSION CONTROLS SHALL COMPLY WITH THIS SECTION. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. PROJECTS WHICH DISTURB LESS THE ONE ACRE OF SOIL AND ARE NOT OF A LARGER COMMON DEVELOPMENT WHICH IN TOTAL DISTURBS ONE ACRE OR MORE, SHALL MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. IN ORDER TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT PROPERTY, PREVENT EROSION AND RETAIN SOIL RUNOFF ON THE SITE 1. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN 'STORM WATER ON THE SITE 2. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY US OF A BARRIER SYSTEM, WATTLE OR OTHER APPROVED METHOD APPROVED BY THE ENFORCING AGENCY. 3. COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. Fireplaces 4.503.1 GENERAL. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT -VENT SEALED -COMBUSTION TYPE. ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE 2 EMISSIONS LIMITS 1. WHERE APPLICABLE LOCAL ORDINANCE Joints & Penetrations 1. All Joints and Penetrations and other openings In the building envelope that are potential sources of air leakage, shall be caulked, gasket, weather-stripped or otherwise sealed to limit infiltration and exfiltration. Section 1107. Interior Moisture Control 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. BUILDING MATERIALS BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHOULD NOT BE INSTALLED. WALL AND FLOOR FRAMING MEMBERS NOT TO BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19 -PERCENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE FOLLOWING: 1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE -TYPE OR CONTACT -TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHOD MAY BE APPROVED BY THE ENFORCING AGENCY AND SHALL SATISFY REQUIREMENTS FOUND IN SECTION 101.8 OF THIS CODE 2. MOISTURE READING SHALL BE TAKEN AT A POINT 2 FEET (610mm) FROM THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED. 3. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON THE WALL AND FLOOR FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVED TO ENCLOSE THE WALL AND FLOOR FRAMING. INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. WET -APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURES' DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE. 4.505.2.1 CAPILLARY BREAK. A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING: 1. A 4 -INCH -THICK (101.6mm) BASE OF 1/2 INCH (12.7mm) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING, SHALL BE USED, FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.2R-06. 2. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. 3. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. Enhanced Durability And Reduced Maintenance 4.406.1 RODENT PROOFING. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENING IN SOLE / BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR METAL PLATES. PIPING PRONE CORROSION SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 313.0 OF (CBC) Enviromental Confort 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. HEATING AND AIR-CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J-2004 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER 2. NOTE: 4.303.1.1 WATER CLOSETS.: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE EQUIVALENT DESIGN SOFTWARE OR METHODS. Written Verification PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ALL APPLICATIONS PROVISIONS FROM THE GREEN BUILDING STANDARDS CODES HAVE BEEN IMPLEMENTED AS PART OF THE 1. CONSTRUCTION. CGC 102.3. Pollution Control 4.504.1 COVERING OF DUCT OPENINGS ARE PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATION EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS, WHICH MAY ENTER THE SYSTEM. VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION: 4.504.3 AND TABLE 4.504.1, 4.504.2, 4.504.3 AND 4.504.5 FOR: ADHESIVES, PAINTS AND COATINGS, CARPETS AND COMPOSITION WOOD PRODUCTS. CGC 4.505.3. Construction Waste Reduction Disposal And Recycling 4.408.1 CONSTRUCTION WASTE MANAGEMENT. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR 4.408.4, OR MEET A MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE. EXCEPTIONS: 1. EXCAVATED SOIL AND LAND -CLEARING DEBRIS. 2. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXISTS OR ARE NOT LOCATED REASONABLY CLOSE TO THE JOBSITE. 3. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS SECTION WHEN ISOLATED JOBSITE ARE LOCATED IN AREAS BEYOND THE HAUL 4. BOUNDARIES OF THE DIVERSION FACILITY. OQ0 IZ N Q N U) 0-) 1`110 0 . Q Q U � Q 0 = In z � N C0 > Cn Qw0 0 (\ 0 Q ';t a - No. I Revision/Issue I Date e Sheet Description ` 'he '� SCOOT FORW01;0DE 0 y b�aA e O N C°�v,Ses /11 A ae afa00c, dae�'70 0. '17 de, °� of p0 to se f�T ,F 9v %hopZT�S% °%anysh°f S ae �6Qct°du r �+ o Pet, `%fit % a,�ce'%t or , ° It Date prose v sjI&p► oj Scale V1 GENERAL REQUIREMENTS 1. Before starting work the Designer shall be notified. 2. The General Contractor shall verify all dimensions and site conditions and or arty kind of discrepancies from the construction documents. 3. Verify existing and finished grade elevations as per precise grading plan or approved surveying. 4. Work reformed shall comply with these general notes, Uniform Building Code, Applicable local and State Codes, Ordinances and Regulations. 5. Provide Temporary Toilet Facilities 6. Written dimensions take precedence, DO NOT Scale the drawings. 7. The design, adequacy and safety of erection, bracing shoring temporary supports, etc. is the sole responsibility of The General Contractor and has not been considered by the Engineer Of Record. The General Contractor is responsible for the stability of the structure prior to the application of all shear walls, roof and floor diaphragms and finish materials. He shall provide the necessary bracing to stability prior to the application of the before mentioned materials. Observation visits to the site shall not include any inspections of the above items. 8. Vibrational effects of mechanical equipment has not been considered by Engineer Of Record. 9. It shall be the responsibility of the General Contractor to locate and to protect from damage, all existing utilities whether shown hereon or not. 10. The General Contractor shall bear all expenses of repair or replacement in conjunction with the prosecution of this work. 11. General Contractor Shall verify required footing depth shown on Structural Drawings and Structural Detail Sheets. General Contractor shall comply with all Local Codes and Ordinances pertaining to the construction of the footings and slab. SITEWORK 1. For Grading requirements and Grading notes see Grading Plans and Soils Engineering Report. MOISTURE PROTECTION 1. All sheet metal to be 26 Gauge Galvanized iron unless otherwise noted. 2. Flash and counter flashing at roof to wall conditions. Not specifically shown. 3. G.I. Flash and caulk wood beams and outlookers projecting through exterior wall or roof surfaces. 4. Provide caulking and flashing not specifically shown to ensure a water tight job. See Construction Document for Mandatory Measures list. 5. Provide a Minimum of R-38 Fiberglass Blanket Insulation @ attic / ceilings & provide, verification W./Title 24 Report required. 6. All exterior windows and sliding doors shall be weather stripped and labeled as complying with ANSI A134.1,A134.2, A134.3, and A134.4 showing LI -Value. 7. All wood windows and wood french doors shall be labeled certifying compliance with NWMA IS -2. Shown U -Value. 8. All exterior doors shall comply with Section T-20-1495 (d) of the Energy Standards. 9. Door heads sill and jambs shall have seals, astragals or baffles. exterior doors 6r Garage doors to living space. 10. Flashing exterior openings with approved waterproof fabric flashing to extend 3" under building paper. 11. Built Up Roofing for Roofs with a Pitch of less than 1:12 and steeper than 1/8 :12 use (3) Three layers of 15 Felt 6 Asphalt Hot Mop between sheets and a 90 Lbs. Flood Coat of Hot Asphalt with 300 Lbs. Roofing slag or 400 Lbs. Roofing Rock Embedded in Flood Coat. WALL FRAMING 1. (Size) Studs in exterior walls and interior bearing walls of the building shall not be less than 2 inch. in size, unless otherwise noted. 2. Unless supported laterally by adequate framing, the Maximum allowable height fro studs shall be 14 Feet for 2 x 4 and (3) Three studs. 3. Studs supporting floors and ceiling or rafters shall be spaced not more than 16 Inches. 4. (Cripple Walls) Cripple walls shall be framed with studs not less in size than the studding above with a minimum length of 24 inches or shall be framed of solid blocking. When exceeding (4) Four Feet in height, such walls shall be framed of studs having the size required for an additional story. 5. Pipes in Walls: Stud partitions containing plumbing, heating, or other piped shall be so framed and the joists underneath so spaced as to give proper clearance for piping.Where a partition containing such piping runs parallel to the floor joists underneath such partitions shall be doubled and spaced to permit the passage of such pipes and shall be bridged. Where plumbing, heating, or other pipes are placed in or partly in a partition, necessitating the cutting of the soles or plates, a metal tie not less than Inch thick and 1-1/2 Inches wide shall be fastened to the plate across and to each side of the opening with not less than (4) Four 16d. Nails. 6. Bridging: All stud partitions or walls with studs having a height to least thickness ratio exceeding 50 shall have bridging not less than (2) Two inches in thickness and of the same width as the studs fitted snuggly and nailed there to provide adequate lateral support, unless covered by interior or exterior wall covering or sheathing meeting the minimum requirements of the Uniform Building Code applicable edition. 7. Cutting and Notching: In exterior walls and bearing partitions any wood studs may be cut or notched to a depth not exceeding 25 % percent of its width. Cutting and notching of studs to depth not greater than 40 % percent of the width of the stud is permitted in non bearing partitions supporting no loads other than the weight of the partition. 8. Bored Holes: A hole not grater in diameter than 40 % percent of the stud may be bored in any wood studs. Bored holes not greater than 60 % percent of the width of the stud is doubled provide not more than tow such successive doubled stud are so bored. In no case shall the edge of the bored hole be nearer than 5/8 of an inch to the edge of the stud. Bored holes shall not be located at the same section of stud as a cut or notch. SHEET METAL 1. Sheet Metal Work shall be fabricated and installed in accordance with The "Architectural Sheet Metal Manual" A.I.A. File No. 12-L of Sheet Metal Air Conditioning Contractors National Association, Inc. (SMACCNA). Unless detailed otherwise on the drawiwngs. Materials shall be in accordance with the specifications and standards of American Society for Testing and Materials (A.S.T.M.) Latest Edition. 2. Approved Spark Arrestors shall be installed in all Chimneys and per manufacturer specifications. 3. Provide No. 26 Gauge (0.48) Galvanized Iron Flashing and Counter Flashing at juncture of Roof and Vertical Surfaces. 4. Provide Minimum 26 Gauge (0.48 mm) Galvanized Weep Screed at or below the Foundation Plate Line 4" (102 mm) Minimum Above Earth or 2" (51 mm) Above Paved Areas. 5. Specify Minimum No. 28 Gauge (0.41 mm) Galvanized Iron Valley Flashing. METALS 1. Structural steel shapes, plates and tubes shall be per A.S.T.M. A-36 2. Welding shall be in accordance with A.W.S. DI.O Code for Welding in Building Construction Electrodes shall conform to A.S.T.M. A 233, E 60 Series. 3. All shop welding shall be done by qualified welders in approved fabricator shops and painted with one coat of red lead primer. 4. Guardrails and support connections shall resist a horizontal force of 20 Lbs. per linear foot at the top rail. Intermediate rail members of open type railing shall not allow 4" (Inch) Diameter object to pass through handrail / guardrail per C.B.C. or any applicable Codes. CARPENTRY 1. ALL FRAMING SHALL BE GRADE MARKED IN ACCORDANCE WITH GRADING RUKES 16. UNLESS OTHERWISE SPECIFIED. ALL FRAMING LUMBER SHALL BEAR THE FOLLOWING MINIMUM GRADES: JOISTS AND RAFTERS = S.F. NO.2 OR BETTER; 4"x HEADERS AND BEAMS = D.F. NO.2 OR BETTER; 6"x LARGER BEAMS = D.F. NO. 1; STUDS AND LIGHT FRAMING D.F. CONSTRUCTION GRADE; 4"x POSTS = D.F. NO.2 OR BETTER; 6" AND LARGER POSTS = D.F. NO. 1. 2. MUDSILLS SHALL BE PRESSURE TREATED DOUGLAS FIR OR FOUNDATION GRADE REDWOOD. 3. PLYWOOD EXPOSED TO WEATHER WILL BE EXTERIOR GRADE. 4. FRAMING SHALL BE DONE INA WORKLIKE MANNER BY SKILLED MECHANICS. CODES. 5. 2 x SOLID BLOCK ALL FLOOR JOISTS AND RAFTERS AT ALL BEARING POINTS AND PER STRUCTURAL SECTIONS AND DETAILS. 6. ROOF AND FLOOR NAILING INSPECTION REQUIRED BEFORE COVERING. 7. PROVIDE BLOCKING FOR ALL HANDRAILS. PROVIDE BLOCKING FOR GRAB BARS AT BATHROOMS. 8. WALL FRAMING SHALL BE 2 x STUDS AT 16" O.C. PROVIDE DOUBLE 2x TOP PLATE WITH MINIMUM 48" LAP SPLICE, UNLESS OTHERWISE NOTED. 2x6 STUDS @ WALL CONTAINING HORIZONTAL PLUMBING LINES. 9. PROVIDE DOUBLE TRIMMERS EACH SIDE OF OPENINGS 6'- 0 " WIDE OR GREATER. 10. PROVIDE FIRESTOPPING IN STUD SPACES AT ALL FLOOR AND CEILING LEVELS AND STUD SPACES OVER 8' - O" WIDE OR GREATER. 11. ALL POST TO BEAM CONNECTIONS SHALL BE " SIMPSON " PC OR CC. OR APPROVED EQUAL UNLESS OTHERWISE DETAILED. ALL POSTS SHALL BE SIMPSON CC-, " CB " OF " BC HALF BASE" UNLESS SPECIFICALL DETAILED OTHERWISE. 12. ALL EXTERIOR FINISH MATERIAL SHALL BE APPLIED OVER ONE LAYER 15# ASPHALT SATURATED FELT. 13. PROVIDE CROSS VENTALATION AT ATTIC AND ENCLOSED RAFTER JOIST SPACES EQUAL TO 1 / 150 OF AREA T BE VENTALATED 1 / 300 PROVIDED THAT 50 % OF REQUIRED VENTALATION AREA IS PROVIDED BY VENTALATORS WITHIN THE UPPER 1 / 3 OF ROOF WITH THE BALANCE OF REQUIRED VENTALATION PROVIDED AT THE EAVES. PROVIDE MIN. 8 MESH PER INCH SCREENING AT ALL ROOF VENTS OR AS NOTED. 14. PROVIDE 2 x BLOCKING FOR CABINETS, GRAB RAILS, TOWELS BARS, PAPER AND DISPENSERS AND SOAP DISPENSERS AS REQUIRED. 15. 3 OR MORE MULTIPLE JOISTS SHALL BE BOLTED TOGETHER WITH 1/ 2" DIAMETER BOLTS @ 24" O.C. STAGGERED RE - TIGHTEN BOLTS PRIOR TO APPLYING FINISH MATERIALS. 16. STUD WALLS SUPPORTING TWO FLOORS AND A ROOF SHALL BE FRAMED WITH 2 x 6 OR 3 x 4 STUDS @ 16" O.C. 17. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON BEARING PARTITIONS. 18. USE" SIMPSON " " U "HANGERS ON ALL JOISTS/ BEAM CONNECTIONS. " TF " HANGERS AT BEAM / BEAM CONNECTIONS ( UNLESS NOTED ON PLANS). 19. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. 20. HOLES OR BOLTS SHALL BE BORED 1 / 32" TO 1 / 16" LARGER THAN NOMINAL BOLT DIAMETER. 21. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERSUNDER HEAD AND / OR NUT. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLASTER, PLYWOOD, ETC. 22. CROSS BRIDGING SHALL BE PROVIDED @ 8' - 0 O.C. MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8" IN DEPTH, USE 2 x 3 OR AN APPROVED METAL TYPE OF BRIDGING. 23. ATTACH 2x NAILERS TO STRUCTURAL STEEL W/ 1 / 2" DIAMETER ANCHOR BOLTS @ 4'- 0* O.C. ATTACHMENT OF FINISH NOTED AND SHOWN ON ARCHITECTURAL DRAWING. 24. GLUED - LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. 24F (Fb=2400 PSI,Fv = 165 PSI, E = 1800000 PSI ) INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE UNLESS OTHERWISE NOTED. 25. CERTIFICATE OF INSPECTION FOR EACH GLU - LAM BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED TO THE BUILDING DEPT. PRIOR TO ERECTION. 26. ATTIC ACCES SHALL BE LOCATED MAX 20' FROM EQUIP. AND PROVIDE UNOBSTRUCTED ACCESS 24" WIDE FOR SOLID FLOOR. 27. ALL NEW GLAZING FENESTRATION WILL BE INSTALLED WITH A CERTIFY LABELED ATTACHED, SHOWING THE U -VALUE. 28. ALL EXTERIOR DOOR AND DOORS TO THE GARAGE SHALL BE FULLY WEATHER STRIPPED WITH THRESHOLD. 29. PROVIDE 22"X30 *MINIMUM ATTIC ACCESS. 30. ALL ROUGHSAWN AND RESWAN SURFACES TO RECEIVE STAIN U.N.O. ELECTRICAL NOTES 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CODES, RULES, REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. 2. THE CONTRACTER SHALL VERIFY AVAILABILITY OF SERVICES AND DETERMINE ACTUAL DETAILS PERTAINING TO EXACT LOCATIONS AND REQUIREMENTS BEFORE SUBMITTING HIS BID, UPON RECEIPT OF NOTICE THAT ELECTRICAL CONTRACT AWARD HAS BEEN MADE. SUCCESFUL BIDDER SHALL NOTIFY POWER AND TELEPHONE. SERVING UTILITY COMPANIES OF THE ESTIMATED DATE WHEN SERVICE SHALL BE DESIRED. 3. ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED UNDER THIS SECTION SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER. 4. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER SHALL BE WEATHERPROOF, AND G.F.I. PROTECTED. RECEPTACLES IN BATHROOMS SHALL BE INSTALLED ABOVE COUNTER TOP. RECEPTACLES IN BATHROOMS / KITCHENS SHALL BE G.F.I. PROTECTED. 5. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" + ABOVE FLOOR UNLESS OTHERWISE NOTED. 6. WALL SWITCHES TO BE 36" ABOVE FLOOR UNLESS OTHERWISE NOTED. 7. ALL ELECTRICALLY OPERATED FIXTURES, OUTLETS, EQUIPMENTS OR DEVICES WHETHER INSTALLED BY THIS CONTRACTOR OR OTHERS, SHALL BE FULLY CONNECTED TO PROPER ELECTRICAL SOURCE AND LEFT IN OPERATING CONDITION. 8. ALUMINIUM WIRE SHALL NOT BE USED IN ELECTRICAL WIRING. 9. ALL OUTLETS SHALL BE GROUNDED TYPE. 10. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION ON ALL OUTDOOR RECEPTACLES. 11. RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET HORIZONTALLY FROM AN OUTLET. 12. REQUIRED BATHROOM FANS MUST PROVIDE 5 AIR CHANGES PER HOUR AND CONNECTED DIRECTLY TO THE OUTSIDE. 13. PROVIDE A SMOKE DETECTOR AS REQUIRED BY C.B.C. BUILDING DEPT., OWNER / DEVELOPER. DETECTOR SHALL BE LOCATED WITHIN 12" OF THE CEILING. SMOKE DETECTORS TO BE 11 OV. POWERED WITH A BATTERY BACK - UP. 14. ALL APPLIANCES SHALL BE SECURELY FASTED IN PLACE. 15. CONDENSING UNIT ON SITE SHALL BE PLACED ON CONCRETE PADS AT NO LESS THAN 3" ABOVE GRADE. 16. PROVIDE SECURITY SYSTEM FOR THE ENTIRE HOUSE INCLUDING ALARMING EXT. DOORS AND WINDOWS VERIFY OTHER REQ. OPTIONAL, VERIFY WITH GENERAL CONTRACTOR. 17. SET BACK THERMOSTAT ON ALL H.VAC. EQUIPMENT. 18. INSULATION TO MEET C.E.C. STANDARDS. 19. LIGHT FIXTURES ONE TUB OR SHOWER SHALL BE LABELED SUITABLE, PER DAMP LOCATION. 20. LIGHT FOR CLOSETS OR WALK IN CLOSETS SHALL BE PER CODE C.E.C. 21. COUNTERTOP RECEPTACLES OUTLET COMPLY WITH C.E.C. IN KITCHENS AND DINING AREAS OF DWELLING UNITS A RECEPTACLE OUTLET SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24" MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET IN THAT SPACE. 22. SHOW RECEPTACLE OUTLETS IN HALLWAYS OF 10'- 0" OR MORE IN LENGTH C.E.C. 23. PROVIDE FLORESCENT GENERAL LIGHTING (40 LUMENS PER WATT MINIMUM) IN KITCHEN AND BATHROOMS. 24. VERIFY LOCATIONS OF OUTLETS, SWITCHES 8 FIXTURES PRIOR TO PULLING OF WIRE. VERIFY SELECTIONS OF LIGHT FIXTURES. PROVIDE INSTALLATION OF ALL OWNER SUPPLIED EQUIPMENT. 25. SHOW PERMANENT ELECTRICAL OUTLET AND LIGHTING FIXTURES CONTROLLES BY A SWITCH FOR FURNACE LOCATED ON ATTIC OR UNDER FLOOR SPACE. FINISHES 1. Stucco 3 -Coats be Minimum P (22 mm) Thick installed over chicken wire installed over Framing Suds, along with corner bids, interior corners reinforcement and metal trim around openings. Verify Color Selection and Texture Finish with General Contractor or Owner prior to installation. 2. Weep Screed shall be provided at the foundation plate line of all exterior stud walls. Bottom to be 2" (Inches) Down from the top of the slab. Inspection shall be provided between each progressive step of construction. 3. All Gypsum Board shall be installed in accordance with the provisions of the C.B.0 Applicable edition, State and Local Codes. Typical nailing: 5d, cooler nails @ 6" (Inches) Edges and Boundaries. Use 6" (Inches) Cooler Nails when installing e" (Inch) Drywall. 4. Gypsum Wall Board shall not be installed until weather protection for the installation is provided. Provide e" (Inch) Type 'X' Fire Code G.W.B. on garage Side of One Hour Wall. 5. All edges and ends of Gypsum Wall Boards shall occur on the framing members, except those edges and ends which are perpendicular to the framing members. All edges and ends of Gypsum Wall Board shall be in moderate contact except in concealed spaces where Fire - Resistant Construction or Diaphragm action is not required. FIRESTOPPING H. FIRE AND DRAFT STOPS In combustible construction fireblocking and draft -stopping shall be installed to cut off all concealed draft openings(both) vertical and horizontal and shall form an effective barrier between floors, between a top story and roof or attic space and shall subdivide attic space concealed roof spaces and floor ceiling assemblies. The integrity of all fire and draft stops shall be maintained. Fireblocks, where required shall be provided in the following locations: 1. In concealed spaces of studs walls and partitions, including furred spaces at the ceiling and floor levels and at 10'-0" intervals both vertical and horizontal. Exception: Fire block may be omitted at floor and ceiling levels when approved smoke -actuated fire dampers are installed at these levels. 2. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cover ceilings. 3. In concealed spaces between stairs stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the wall under the stairs are unfinished. 4. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. I. FIRE BLOCK CONSTRUCTION Except as provided in item 4 above fire -stopping shall consist of 2" (Inches) nominal lumber or two (2) thickness of 1" (Inch) nominal lumber with broken lap joints backed by 23/32 -Inch Plywood. Fireblock may also be of Gypsum board, glass fiber, mineral fiber or other approved materials security fastened in place. Loose fill insulation can not be used. Walls having parallel or staggered studs for sound transmission control shall have fire blocks of mineral fiber or glass fiber or other approved non-rigided material. J. DRAFT STOP WHERE REQUIRED SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS. FLOOR CEILING ASSEMBLIES 1. Single family dwelling when there is usable space above and below the concealed space of a floor ceiling assembly in a single family dwelling, draft stops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Drafstopping shall divide the concealed space In to approximately equal areas. 2. Two or more dwelling units, draft stops shall be installed in floor ceiling assemblies or building having more than one dwelling unit, such draft stop shall be in line with walls separating tenants from each other and separating tenants from other areas. K. DRAFT STOP CONSTRUCTION Drafstopping materials shall be not less than 1/2 " (Inch) Gypsum board, 3/8" (Inch) Plywood or other approved materials adequately supported. L. STAIRS DRAFT STOP Fireblocking shall be provided in concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall also comply. 3.02 INSTALLATION A. WALL FRAMING: 1. SIZE: Studs in interior walls and interior bearing walls of buildings not more than two (2) stories in height shall be not less than 2x4's In size for three story buildings such studs shall not be less than 3x4's or 2x6's to the bottom of the second floor joist and 2x4's for the two upper stories. Interior non bearing partitions may be framed with 2x4 studs. 2. HEIGHT: Unless supported lateral by adequate framing the maximum allowable height for non bearing studs shall be 14'-0" for 2x4's studs and 20'-0" for 2x6's refer to Engineer's calculation for any "Balloon Framed" bearing walls more than 10'-0" in height. 3. Spacing studs supporting floors and ceilings or rafters shall be spaced no more than 16" (Inches). 4. Cripple walls shall be framed of studs not less In size than the studding above or shall be framed of solid blocking, when exceeding 4'-0" in height such walls shall be framed of studs having the size required for an additional story. B. BEAMS AND GIRDERS 1. The ends of beams or girders supported on masonry or concrete shall have no less than 3" (Inches) of bearing. 2. All beams or girders supported on wood shall have full bearing and bearing shall be comprehend of in an approved manner unless otherwise selected on plans. 3. Provide 2x4 temporary bracing to all beams projecting T-0" beyond building line to prevent warpage. C. FLOOR JOIST (TRUSSES) 1. Bearing, except where joist are support on a 1 x4 ribbon strip and nailed to the adjoining stud the end of each joist shall have not less than 1-1/2" (Inch) of bearing in wood or metal, not less than 3' (Inches) on masonry, provide pull bearing transition for transfer of point loads see manufacturer details and/or Structural Engineer of record recommendations. 2. Blocking joist shall be supported laterally at the ends and at each support by solid blocking except where the ends of joist are nailed to header, band or rim joist or to an adjoining stud or by other approved means. Solid blocking shall be not less than 2' (Inches) nominal in thickness and the full depth of joist provide full bearing transistion for transfer of point loads. See manufacturer's details and/or Structural Engineer of records recomendations. 3. Notches and Holes: Notches on the end of the joist shall not exceed 1/4" (Inch) of the joist depth. Holes bored in joist shall not be with in 2" (Inches) of the top or bottom of the joist and the diameter of any such hole shall not exceed 1/3 the depth of the joist. Notches in the top or bottom of joist shall not exceed 1/6 the depth and shall not be located in the middle third of the span. 4. Laps: Joist framing from opposite sides of a beam girder or partition shall be lapped at least 4" (Inches) the opposing joist shall be tied together in an approved manner. RESIDENTIAL MANDATORY MEASURES 4.504.2.1 Adhesive Sealants And Caulks: Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesives bonding primers, adhesive primers, sealants, sealant primers, and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 4.504.1 or 4.504.2 as applicable. Such products shall also comply with Rule 1168 prohibition on the use of certain toxic components (chloroform, ethylene, dichloride, methylene chloride, perchloroethylene, and trichloroethylene), except for aerosol products as specified in subsection 2 below. 1. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. 4.504.2.2 Paints and Coatings: Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measures as shown in Table 4.504.3 unless the more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as Flat, Nonflat, or Nonflat-High Gloss coating, based on its gloss as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit in 4.504.3 shall comply. 4.504.2.3 Aerosol Paints and Coatings: Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Section 94522(e)(1) and (f)(1) of the CCR, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District shall additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.3 Carpet System: Carpet installed in the building interior shall meet the testing and product requirements of 1 of the following: 1. Carpet and Rug Institute'fs Green Label Plus Program 2. California Department of Public Health, "gStandard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"h Version 1.1, February 2010 (also known as Specification 01350) 3. NSF/ANSI 140 at the Gold level 4. Scientific Certifications Systems Indoor Advantage TM' Gold. 4.504.3.1 Carpet Cushion: All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label Program. TABLE 4.504.2.1 ADHESIVE VOC LIMIT Less Water and Less Exempt Compounds In Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT Indoor Carpet Adhesives 50 Carpet Pad Adhesives 50 Outdoor Carpet Adhesives 150 Wood Flooring Adhesives 100 Rubber Floor Adhesives 60 Subfloor Adhesives 50 Ceramic Tile Adhesives 65 VCT and Asphalt Adhesives 50 Drywall and Panel Adhesives 50 Cove Base Adhesives 50 Multipurpose Construction Adhesives 70 Structural Glazing Adhesives 100 Single Ply Roof Membrane Adhesive 250 Other Adhesive Not Specifically Listed 50 SPECIALTY APPLICATIONS PVC Welding 510 CPVC Welding 490 ABS Welding 325 Plastic Cement Welding 250 Adhesive Primer For Plastic 550 Contact Adhesive 80 Special Purpose Contact Adhesive 250 Structural Wood Member Adhesive 140 Top and Trim Adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS Metal to Metal 30 Plastic Foams 50 Porous Material (Except Wood) 50 Wood 30 Fiberglass 80 1 If any adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content should be allowed. 2 For additional information regarding methods to measure the VOC content specified in this table, see South Coast Air Quality Management District Rule 1168, hftp://www.arb.ca.gov/DRDB/SC/CURHTMUR1168.PD F. 4.504.4 Resilient Flooring Systems: Where resilient flooring is Installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 1. Products compliant with the California Department of Public Health, 'gStandard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"h Version 1.1, February 2010 (also known as Specification 01350), certified as a CHPS Low -Emitting Material in the Collaborative for High Performance Schools (CHPS) High Performance Products Database. 2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools Program) 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program 4. Meet the Califomia Department of Public Health, "gStandard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350) 4.504.5 Composite Wood Products: Hardwood plywood, particle board and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in the Air Resources Board'fs Air Toxic's Control Measure for Composite Wood (17 CCR 93120 et. seq.), as shown In Table 4.504.5. Documentation is required per Section 4.504.5.1. Definition of Composite Wood Products: Composite wood products include hardwood plywood, particle board, and medium density iberboard. 'gComposite wood products"h do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood joists, or finger joined lumber, all as specified in CCR, Title 17, Section 93120.1(a). 4.504.5.1 Documentation: Verification of compliance shall be provided as requested by the enforcing agency, and as required in Section 4.504.5.1. Z 2 O No. I Revision/Issue Date %j d o and/ 7"t, arpe /ss vAu/6 fsUe°� ;nnc for d /NC, de for ni'f or e Cityag ding qu ho ence fo ho- Or p 7p , se p,l E RA �n�'$`�t/on rf t'e r,s g Of nd/ !4 s s/�be 11/0, Ce a V/o/a // no pe�� n� ; or c o o n on r ,6 ff b ante/ t e/t'do sthe f e aA f qod 0 Aro07 .Vas 0'r Project Sheet ~qh Date A8.0 Scale CITY OF PALM DESERT Building & Safety YDe Department 73-510 Fred Waring, Palm Desert, CA (760) 776-6420 RESIDENTIAL MANDATORY MEASURES CHECKLIST 2016 Sheet=Sheet Noor N/A Applies to ALL newly constructed residential buildings: low-rise, high-rise, and hotels/motels Comment=Note# or Detail# ha era == 77 27 TL Addttionta air Altera rori Division 4.6 • Applies to additions and alterations of residential buildings where the addition or alteration increases the Sa # building's conditioned area, volume, or size. Any installed gas fireplace shall be a direct -vent sealed -combustion type. + Requirements only apply within the specific area of the addition or alteration. Carpet Adhesive • Applies to additions and alterations of residential buildings where the addition or alteration increases the 301.1.1 building's conditioned area, volume, or size. After January 1, 2014, all residential buildings undergoing permitted alterations, additions, or 4.503.1 improvements shall replace non-compliant plumbing fixtures with water -conserving plumbing fixtures Source Performance Standards (NSPS) emission limits as applicable, and (Civil Code §1101.1). ei fon Scope = r: "';V ;: Requitement. Sheet Comment Division 4.1 - Planning and Design (Site Development) Storm Water unng Construction) Projec s which uless than one acre o EV Charging emission limits. Woodstoves, pellet stoves and fireplaces shall also comply 4.106.2 Drainage/ soil and are not part of a larger common plan of development which Muki-Family with all applicable local ordinances. Retention in total disturbs one acre or more shall manage storm water Environmental Quality (Pollutant Control) nearest whole number. Identification At the time of rough installation, during storage on the construction site and drainage during construction. Exhaust U= Construction documents are intended to demonstrate the project's Protection Grading Site shall be planned and developed to keep surface water from Fans 4.51 1 4.106.3 & entering buildings. Exceptions: Additions and alterations which do Exceptions: 1. Excavated soil and land -Bearing debris. requirement for EV spaces to be constructed or available until EV chargers Construction Pavin not altar the existing drainagepath. 2. Alternative waste reduction methods developed by working with local are installed for use. Division 4.1 - Planning and Design (Electric Vehicle Charging Requirements) Children & Schools Program) enforcing agencies 0 diversion or recycle facilities capable of • Comply with Section 4.106.4.1 and 4.106.4.2 for future the system may be used. 3. Certification under the Resilient Floor Covering Institute (RFCI) FloarScore compliance with this item do not exist or are not located reasonably installation and use of EV chargers Adhesives, sealants and caulks used on the project shalt meet the program 4. Meet the California Department of Public Health, "Standard Method dose to the jobs ite • Electric vehicle supply equipment (EVSE) shall be installed in requirements of the following standards unless more stringent local or for the Testing and Evaluation of Volatile Organic Chemical Emissions iron New accordance with the California Electrical Code, Article 625. regional air pollution or air quality management district rules apply: 4.106.4 Construction 4.106.4.2.2, Item 3, shall comply with at least 1 of the following 1. Adhesives, adhesives bonding primers, adhesive primers, sealants, 4.106.4.2.1 Space Exceptions on a case by case basis as determined by the AHJ: sealant primers, and caulks shall comply with local or regional air • Hardwood plywood, particleboard and medium density fiberboard (Locations) 1. Where there is no commercial power supply. 2. Verification that meetina reouiremi will after the local utility pollution control or air quality management district rules where composite wood products used on the interior or exterior of the building now in both residential and nonresidential chapters of CALGreen. • Install a listed raceway to accommodate a dedicated 2081240 - applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables shall meet the requirements for formaldehyde as specified in the Air available for examination during construction. volt branch circuit for each dwelling unit. Adhesives, 4.504.1 or 4.504.2 as applicable. Such products shall also comply with Resources Board's Air Toxics Control Measure for Composite Wood • Standards for residential buildings do not require compliance with • Raceway shall not be less than trade size 1 (nominal 1 -inch Sealants and Rule 1168 prohibition on the use of certain toxic components (17 CCR 93120 et, seq.), as shown in Table 4.504.5. Documentation is levels of minimum energy efficiency beyond those required by the 2016 inside diameter). Caulks (chloroform, ethylene, dlohloride, methylene chloride, required per Section 4.504.5.1, Califomia Energy Code. • Raceway shall originate at the main service or subpanel and 4.504.5 perch loroethylene, and trichloroethylene), except for aerosol products Definition of Composite Wood Products: Composite wood products 1 & 2 - Family terminate into a listed cabinet, box, or other enclosure in close Plumbing fixtures and fittings shall comply with the followlncr as specified in subsection 2 below. include hardwood plywood; particleboard, and medium density Dwellings and proximity to the proposed location of an EV charger. 4"303.1.1 -Water Closets: S 1.28 gal/flush 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or 4,11111 1 Townhouses • Raceways are required to be continuous at enclosed, 4.303.1.2 caulking compounds (in units of product, less packaging, which do not & with inaccessible orconceated areas and spaces. Wall Mounted Urinals: <_ 0.125 galllush; all other urinals15 0.5 gol/flush vi,eigh more than one pound and do not consist of more than 16 fluid 4.108.4.1.1 Attached + Service panel and/or subpanel shall provide capacity to install 4.3031.3.1 - Single Showerheads <_ 2.0 gpm @ 80 psi ounces) shall comply statewide VOC standards and other requirements, joists, or finger -joined lumber, all as specified in CCR, Title 17, Section private a 40A minimum dedicated branch circuit and space(s) 4.303.1.3.2 Including prohibitions on use of certain toxic compounds, of California 93120.1(a). garages- reserved to permit installation of a branch circuit overcurrent 4.504.5.1 Code of Regulations. Title 17, commencing with Section 94507. Verification of compliance shall be provided as requested by the enforcing demolition waste disposed in landfills, which do not exceed 2 pounds protective device. Service panel or subpanel circuit directory valve shall not exceed 2.0 gpm Q 80 psi. or only one shover outlet Is to be in Architectural paints and coatings shall comply With VOC limits in Table 1 of agency, and as required in Section 4.504.5.1. 4.303.1 shall identify the overcurrent protective device space(s) Division 4.5 the ARB Architectural Suggested Control Measures as shown in Table 2• Public utility training programs. construction waste reduction requirement in Section 4 408,11- reserved for future EV charging as 'EV CAPABLE." The 4.303.1.4.1 4.504.3 unless the more stringent local limits apply. The VOC content limit 4.505.2 Concrete Slab raceway termination location shall be permanently and visibly Residential Lavatory Faucets: Maximum Flow Rate 5 1.2 gpm @ 60 psi; for coatings that do not meet the definitions for the specialty coatings consulting or verification organizations. Single EV marked as •EV CAPABLE.` Paints and categories listed in Table 4.504.3 shall be determined by classifying the Page 1 of 7 action . '°,Soo $.Re u dements :. =�,]Shiek#1 Comment Division 4.6 - Environmental Qualit (Fireplaces) Sa # Comment Any installed gas fireplace shall be a direct -vent sealed -combustion type. 4.504.3.2 Carpet Adhesive Ail carpet adhesives shall meet the requirements of Table 4.504.1, openings in sole/bottom plates at exterior walls shall be closed with Any installed woodstove or pellet stove shall comply with U.S. EPA New protective device space(s) reserved for future EV charging purposes as 4.503.1 General Source Performance Standards (NSPS) emission limits as applicable, and "EV CAPABLE" in accordance with the California Electrical Code. resilient flooring shall comply with one or more of the following: enforcing agency to prevent passage of rodents. shall have a permanent label indicating they are certified to meet the Notes: 1. Products compliant with the California Department of Public Health. 'Standard EV Charging emission limits. Woodstoves, pellet stoves and fireplaces shall also comply 1. The California Department of Transportation adopts end publishes the'Celiromia 4.106.4.2 Muki-Family with all applicable local ordinances. Manual on Uniform Traffic Control Devices (California MUTCD)° to provide uniform Division 4.5 Environmental Quality (Pollutant Control) nearest whole number. Identification At the time of rough installation, during storage on the construction site and 2010 (also known as Specification 01350), certified as a CHPS Lore -Emitting Exhaust U= Construction documents are intended to demonstrate the project's Protection until final startup of the heating, cooling and ventilating equipment, all duct Material In the Collaborative for High Performance Schools (CHPS) High Fans 4.51 1 During and other related air intake and distribution component openings shall be Performance Products Database. Exceptions: 1. Excavated soil and land -Bearing debris. requirement for EV spaces to be constructed or available until EV chargers Construction covered. Tape, plastic, sheet metal or other methods acceptable to the 2• Products certified under UL GREENGUARD Gold (formerly the Greenguard 2. Alternative waste reduction methods developed by working with local are installed for use. enforcing agency to reduce the amount of water, dust and debris entering Children & Schools Program) enforcing agencies 0 diversion or recycle facilities capable of • Construction documents shall indicate the location of proposed EV the system may be used. 3. Certification under the Resilient Floor Covering Institute (RFCI) FloarScore compliance with this item do not exist or are not located reasonably spaces. At least 1 EV space shall be located in common use areas Adhesives, sealants and caulks used on the project shalt meet the program 4. Meet the California Department of Public Health, "Standard Method dose to the jobs ite and available for use by all residents. requirements of the following standards unless more stringent local or for the Testing and Evaluation of Volatile Organic Chemical Emissions iron 3. The enforcing agency may make exceptions to the requirements of this • When EV chargers are installed, EV spaces required by Section regional air pollution or air quality management district rules apply: Indoor Sources Using Environmental Chambers.' Version 1,1, February 2010 EV Charging 4.106.4.2.2, Item 3, shall comply with at least 1 of the following 1. Adhesives, adhesives bonding primers, adhesive primers, sealants, 4.106.4.2.1 Space options: sealant primers, and caulks shall comply with local or regional air • Hardwood plywood, particleboard and medium density fiberboard (Locations) 1. The EV space shall be located adjacent to an accessible parking pollution control or air quality management district rules where composite wood products used on the interior or exterior of the building now in both residential and nonresidential chapters of CALGreen. space meeting the requirements of California Building Code, Chapter applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables shall meet the requirements for formaldehyde as specified in the Air available for examination during construction. 11 A, to allow use of the EV charger from the accessible parking space. Adhesives, 4.504.1 or 4.504.2 as applicable. Such products shall also comply with Resources Board's Air Toxics Control Measure for Composite Wood • Standards for residential buildings do not require compliance with 2. The EV space shall be located on an accessible route to the building, Sealants and Rule 1168 prohibition on the use of certain toxic components (17 CCR 93120 et, seq.), as shown in Table 4.504.5. Documentation is levels of minimum energy efficiency beyond those required by the 2016 4.504.2.1 Caulks (chloroform, ethylene, dlohloride, methylene chloride, required per Section 4.504.5.1, Califomia Energy Code. EV spaces shall be designed to comply with the followvina 4.504.5 perch loroethylene, and trichloroethylene), except for aerosol products Definition of Composite Wood Products: Composite wood products 4.408.1. 1. The minimum length of each EV space shall be 18 feet. Plumbing fixtures and fittings shall comply with the followlncr as specified in subsection 2 below. include hardwood plywood; particleboard, and medium density • Low-rise residential projects that generate a total combined weight of 2. The minimum width of each EVsp ace shall be 9 feet. 4"303.1.1 -Water Closets: S 1.28 gal/flush 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or fiberboard. "Composite wood products" do not include hardboard, EV Charging 3. One in every 25 EV spaces, but not less than 1, shall also have an 8- 4.303.1.2 caulking compounds (in units of product, less packaging, which do not 4.106.4.7-2 Space foot wide minimum aisle A 5 -foot minimum aisle shall be permitted Wall Mounted Urinals: <_ 0.125 galllush; all other urinals15 0.5 gol/flush vi,eigh more than one pound and do not consist of more than 16 fluid oriented strand board, glued laminated timber, prefabricated wood (- (Dimensions) provided the minimum width of the EV space is 12 feet. 4.3031.3.1 - Single Showerheads <_ 2.0 gpm @ 80 psi ounces) shall comply statewide VOC standards and other requirements, joists, or finger -joined lumber, all as specified in CCR, Title 17, Section 4.408.1. a) Surface slope for this EV space and aisle shall not exceed 1 unit 4.303.1.3.2 Including prohibitions on use of certain toxic compounds, of California 93120.1(a). & Projects that generate a total combined weight of construction and vertical In 48 units horizontal .083% sloe In any direction" 4.504.5.1 Code of Regulations. Title 17, commencing with Section 94507. Verification of compliance shall be provided as requested by the enforcing demolition waste disposed in landfills, which do not exceed 2 pounds • Install fisted raceway capable of accommodating a 2081240 -volt valve shall not exceed 2.0 gpm Q 80 psi. or only one shover outlet Is to be in Architectural paints and coatings shall comply With VOC limits in Table 1 of agency, and as required in Section 4.504.5.1. 4.303.1 dedicated branch circuit Division 4.5 the ARB Architectural Suggested Control Measures as shown in Table 2• Public utility training programs. construction waste reduction requirement in Section 4 408,11- 1. The raceway shall not be less than trade size 1 (nominal 1 -inch 4.303.1.4.1 4.504.3 unless the more stringent local limits apply. The VOC content limit 4.505.2 Concrete Slab inside diameter). Residential Lavatory Faucets: Maximum Flow Rate 5 1.2 gpm @ 60 psi; for coatings that do not meet the definitions for the specialty coatings consulting or verification organizations. Single EV 4.504.23 Paints and categories listed in Table 4.504.3 shall be determined by classifying the 4.106.4.2.3 Space shall terminate into a listed cabinet, box or enclosure in close Coatings coating as Flat, Nonflat, or Nonflat-High Gloss coating, based on its gloss as 5. Other programs acceptable to the enforcing agency (Required) proximity to the proposed location of the EV space, Lavatory Faucets In Common and Public Use Areas of Residential Buildings: 5 0.5 defined in subsections 4.21, 4.36, and 4.37 of the 2007 Special inspectors must be qualified and able to demonstrate competence 3. Construction ion dpcuments shall i ent'rf y the raceway ter in n'on point. gpm 0- 60 psi California Air Resources Board, Suggested Control Measure, and the to the enforcing agency in the discipline in which they are inspecting. 4. The service panel and/or subpanel shall provide capacity to install a 4,303.1.4.3 - Metering Faucets: s 0.25 gallons per cycle corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit in 4.504.3 shall 4.505.2.1 Capillary Break 40A minimum branch circuit and space(s) reserved to permit 4-303.1.4.4 comply. construction documents, plans, specifications, builder or installer installation of a branch circuit overcurrent protective device, Kitchen Faucets: 51.8 gpm Q 60 psi: temporary increase to 2.2 gpm Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC certification, inspection reports, or other methods acceptable to the local • Construction documents shall indicate raceway termination point and allowed but shall default to 1.8 gpm In Section 94522(x)(2) and other requirements. including prohibitions on use of enforcing agency. Other specific documentation or special inspections 4.410.2 proposed location of future EV spaces and EV chargers. Construction Aerosol Paints certain toxic compounds and ozone depleting substances, in Section 94522(e)(1) necessary to verify compliance are specified in appropriate sections of 4.303.1 4.504.2.3 and and (f)(1) of the CCR, Title 17, commencing will Section 94520; and in areas CALGreen, EVSE, raceway method(s), wiring schematics {SLD) and load Coatings under the jurisdiction or the Bay Arca Air Quality Management District shall Division 4.3 -Water Efficiency calculations to verify electrical panel service capacity and electrical 42649.82 (a)12)(A) et seq. are not required to comply with the organic waste portion coif this section. additionally comply with the percent VOC by weight of product limits of Regulation After December 1, 2015, new residential developments with an aggregate system, including any on-site distribution transformer(s), have 8, Rule 49. 4.106.4.2 4 Multiple EV sufficient capacity to simultaneously charge all EVs at all required EV Carpet installed in the building interior shall meet the testing and product one of the following: Spaces Req'd spaces at full rated amperage of ESVE. 4.304.1 requirements of 1 of the following: 1. Carpet and Rug Institute's Green 1. A local water efficient landscape ordinance or the current California • Plan design shall be based upon a 40A minimum branch circuit. Label Plus Program 2. California Department of Public Health, `Standard Department of Water Resources' Model Water Efficient Landscape Moisture Content Raceways and related components planned to be installed underground, Carpet Method for the Testing and Evaluation of Volatile Organic Chemical 4.505.3of Building 4.504.3 Systems Emissions from Indoor Sources Using Environmental Chambers," Version 2. Projects with aggregate landscape areas less than 2500 square feet may Materials at the time of original construction 1.1, February 2010 (also known as Specification 01350) 3. NSF/ANSI 140 comply with the MWELO's Appendix D Prescriptive Compliance Option. 3. At least 3 random moisture readings shall be performed on wall and at the Gold level 4. Scientific Certifications Systems Indoor AdjvantageTM floor framing with documentation acceptable to the enforcing agency Goll. Division 4.5 - Environmental Quality Pollutant Control 4.504.3.1 Carpet Cushion All carpet cushion installed in the building interior shall meet the requirements d the Insulation products which are visibly wet or have a high moisture content Carpet and Rug Institute Green Label Program. shall be replaced or allowed to dry prior to enclosure in wall or floor Page 5 of 7 > R e Sheet Comment 'Section 5co a ufrem nt Division 4.1- Plannin and Design Electric Vehicle Charging Requirements -Co, 'd Sa # Comment • Applies to building sites with 17 or more multifamily dwelling units 4.504.3.2 Carpet Adhesive Ail carpet adhesives shall meet the requirements of Table 4.504.1, openings in sole/bottom plates at exterior walls shall be closed with constructed on the site. protective device space(s) reserved for future EV charging purposes as Where resilient flooring is installed, at least 80% of floor area receiving cement mortar, concrete masonry or a similar method acceptable to the • 3% of the total number of parking spaces provided for all types of "EV CAPABLE" in accordance with the California Electrical Code. resilient flooring shall comply with one or more of the following: enforcing agency to prevent passage of rodents. parking facilities, but in no case less than one, shall be electric vehicle Notes: 1. Products compliant with the California Department of Public Health. 'Standard EV Charging charging spaces (EV spaces) capable of supporting future EVSE. 1. The California Department of Transportation adopts end publishes the'Celiromia 4.106.4.2 Muki-Family Calculations for the number of EV spaces shall be rounded up to the Manual on Uniform Traffic Control Devices (California MUTCD)° to provide uniform from Indoor Sources Using Environmental Chambers,' Version 1.1, February Dwellings nearest whole number. Identification standards and specifications for all official trafflc control devices in California. Zero 2010 (also known as Specification 01350), certified as a CHPS Lore -Emitting Exhaust U= Construction documents are intended to demonstrate the project's Resilient Material In the Collaborative for High Performance Schools (CHPS) High Fans capability and capacity for facilitating future EV charging. There is no 4.504.4 Flooring Performance Products Database. Exceptions: 1. Excavated soil and land -Bearing debris. requirement for EV spaces to be constructed or available until EV chargers Systems 2• Products certified under UL GREENGUARD Gold (formerly the Greenguard 2. Alternative waste reduction methods developed by working with local are installed for use. 2. See Vehicle Code Section 22511 for EV charging space signage in off -parking Children & Schools Program) enforcing agencies 0 diversion or recycle facilities capable of • Construction documents shall indicate the location of proposed EV facilities and for use of EV charging spaces. 3. The Governor's Once of Planning 3. Certification under the Resilient Floor Covering Institute (RFCI) FloarScore compliance with this item do not exist or are not located reasonably spaces. At least 1 EV space shall be located in common use areas and Research (OPR) published a 'Zero Emission Vehicle Commuri Readiness program 4. Meet the California Department of Public Health, "Standard Method dose to the jobs ite and available for use by all residents. Guidebook" which provides helpful Information for local governments, residents and for the Testing and Evaluation of Volatile Organic Chemical Emissions iron 3. The enforcing agency may make exceptions to the requirements of this • When EV chargers are installed, EV spaces required by Section businesses. Website: http://oprca.00v/docsfLEV Guldeb22LI f Indoor Sources Using Environmental Chambers.' Version 1,1, February 2010 EV Charging 4.106.4.2.2, Item 3, shall comply with at least 1 of the following Heating and air conditioning systems shall be sized, designed, and 4.106.4.2.1 Space options: equipment selected using the following methods: • Hardwood plywood, particleboard and medium density fiberboard (Locations) 1. The EV space shall be located adjacent to an accessible parking 4.201.1 & composite wood products used on the interior or exterior of the building now in both residential and nonresidential chapters of CALGreen. space meeting the requirements of California Building Code, Chapter 5.201.1 shall meet the requirements for formaldehyde as specified in the Air available for examination during construction. 11 A, to allow use of the EV charger from the accessible parking space. Heating and other equivalent design software or methods. Resources Board's Air Toxics Control Measure for Composite Wood • Standards for residential buildings do not require compliance with 2. The EV space shall be located on an accessible route to the building, Air Conditioning 2. Duct systems are sized according to ANSIIACCA 1 Manual D - 2014 (17 CCR 93120 et, seq.), as shown in Table 4.504.5. Documentation is levels of minimum energy efficiency beyond those required by the 2016 as defined in the California Building Code, Chapter 2. Composite required per Section 4.504.5.1, Califomia Energy Code. EV spaces shall be designed to comply with the followvina 4.504.5 Wood Products Definition of Composite Wood Products: Composite wood products 4.408.1. 1. The minimum length of each EV space shall be 18 feet. Plumbing fixtures and fittings shall comply with the followlncr 3. Select heating and cooling equipment according to ANSIIACCA 3 include hardwood plywood; particleboard, and medium density • Low-rise residential projects that generate a total combined weight of 2. The minimum width of each EVsp ace shall be 9 feet. 4"303.1.1 -Water Closets: S 1.28 gal/flush Manual S - 2014 (Residential Equipment Selection) or other equivalent fiberboard. "Composite wood products" do not include hardboard, EV Charging 3. One in every 25 EV spaces, but not less than 1, shall also have an 8- 4.303.1.2 design software or methods. Exception: Use of alternate design 4.106.4.7-2 Space foot wide minimum aisle A 5 -foot minimum aisle shall be permitted Wall Mounted Urinals: <_ 0.125 galllush; all other urinals15 0.5 gol/flush temperatures necessary to ensure the systems functions are acceptable. oriented strand board, glued laminated timber, prefabricated wood (- (Dimensions) provided the minimum width of the EV space is 12 feet. 4.3031.3.1 - Single Showerheads <_ 2.0 gpm @ 80 psi & joists, or finger -joined lumber, all as specified in CCR, Title 17, Section 4.408.1. a) Surface slope for this EV space and aisle shall not exceed 1 unit 4.303.1.3.2 4.408.4.1 93120.1(a). & Projects that generate a total combined weight of construction and vertical In 48 units horizontal .083% sloe In any direction" 4.504.5.1 Documentation Verification of compliance shall be provided as requested by the enforcing demolition waste disposed in landfills, which do not exceed 2 pounds • Install fisted raceway capable of accommodating a 2081240 -volt valve shall not exceed 2.0 gpm Q 80 psi. or only one shover outlet Is to be in Installer agency, and as required in Section 4.504.5.1. 4.303.1 dedicated branch circuit Division 4.5 - Environmental Quality (Interior Moisture Control) 2• Public utility training programs. construction waste reduction requirement in Section 4 408,11- 1. The raceway shall not be less than trade size 1 (nominal 1 -inch 4.303.1.4.1 4.408.5 4.505.2 Concrete Slab inside diameter). Residential Lavatory Faucets: Maximum Flow Rate 5 1.2 gpm @ 60 psi; consulting or verification organizations. Single EV 2• The raceway shall originate at the main service or subpanel and Minimum Flow Rate I' 0.8 gpm 11120 psi Division 4.4 - Building 4.106.4.2.3 Space shall terminate into a listed cabinet, box or enclosure in close 4.303.1.4.2 5. Other programs acceptable to the enforcing agency (Required) proximity to the proposed location of the EV space, Lavatory Faucets In Common and Public Use Areas of Residential Buildings: 5 0.5 Special Special inspectors must be qualified and able to demonstrate competence 3. Construction ion dpcuments shall i ent'rf y the raceway ter in n'on point. gpm 0- 60 psi Inspection to the enforcing agency in the discipline in which they are inspecting. 4. The service panel and/or subpanel shall provide capacity to install a 4,303.1.4.3 - Metering Faucets: s 0.25 gallons per cycle 4.505.2.1 Capillary Break 40A minimum branch circuit and space(s) reserved to permit 4-303.1.4.4 construction documents, plans, specifications, builder or installer installation of a branch circuit overcurrent protective device, Kitchen Faucets: 51.8 gpm Q 60 psi: temporary increase to 2.2 gpm certification, inspection reports, or other methods acceptable to the local • Construction documents shall indicate raceway termination point and allowed but shall default to 1.8 gpm Documentation enforcing agency. Other specific documentation or special inspections 4.410.2 proposed location of future EV spaces and EV chargers. Construction Plumbing fixtures and fittings shall be installed in accordance with the necessary to verify compliance are specified in appropriate sections of 4.303.1 documents shall also provide information on amperage of future California Plumbing Code, and shall meet applicable standards referenced CALGreen, EVSE, raceway method(s), wiring schematics {SLD) and load in Table 1701.1 of the California Plumbing Code Division 4.3 -Water Efficiency calculations to verify electrical panel service capacity and electrical 42649.82 (a)12)(A) et seq. are not required to comply with the organic waste portion coif this section. After December 1, 2015, new residential developments with an aggregate system, including any on-site distribution transformer(s), have 4.106.4.2 4 Multiple EV sufficient capacity to simultaneously charge all EVs at all required EV Outdoor Potable one of the following: Spaces Req'd spaces at full rated amperage of ESVE. 4.304.1 water Use in 1. A local water efficient landscape ordinance or the current California • Plan design shall be based upon a 40A minimum branch circuit. Landscaped Department of Water Resources' Model Water Efficient Landscape Moisture Content Raceways and related components planned to be installed underground, Areas 4.505.3of Building enclosed, inaccessible or in concealed areas and spaces shall be installed 2. Projects with aggregate landscape areas less than 2500 square feet may Materials at the time of original construction Page 2 of 7 Page 6 of 7 Section _Sc . Re uir, emen"ts Sa # Comment Division 4.5 - Environmental Quality (Pollutant Control) - Coni 4.504.3.2 Carpet Adhesive Ail carpet adhesives shall meet the requirements of Table 4.504.1, openings in sole/bottom plates at exterior walls shall be closed with following: protective device space(s) reserved for future EV charging purposes as Where resilient flooring is installed, at least 80% of floor area receiving cement mortar, concrete masonry or a similar method acceptable to the 1. Fans shall be ENERGY STAR compliant and be ducted to terminate "EV CAPABLE" in accordance with the California Electrical Code. resilient flooring shall comply with one or more of the following: enforcing agency to prevent passage of rodents. outside the building. Notes: 1. Products compliant with the California Department of Public Health. 'Standard • Recycle and/or salvage for reuse a minimum of 65% of the 2. Unless functioning as a component of a whole house ventilation system, 1. The California Department of Transportation adopts end publishes the'Celiromia Method for the Testing and Evaluation of Volatile Organic Chemical Emissions nonhazardous construction and demolition waste in accordance with fans must be controlled by a humidity control. Manual on Uniform Traffic Control Devices (California MUTCD)° to provide uniform from Indoor Sources Using Environmental Chambers,' Version 1.1, February Bathroom 4.106.4.2.5 Identification standards and specifications for all official trafflc control devices in California. Zero 2010 (also known as Specification 01350), certified as a CHPS Lore -Emitting Exhaust a) Humidity controls shall be capable of manual or automatic Resilient Material In the Collaborative for High Performance Schools (CHPS) High Fans adjustment between a relative humidity range of less than 50% to a 4.504.4 Flooring Performance Products Database. Exceptions: 1. Excavated soil and land -Bearing debris. maximum of 80%. Systems 2• Products certified under UL GREENGUARD Gold (formerly the Greenguard 2. Alternative waste reduction methods developed by working with local b) A humidity control may be a separate component to the exhaust fan 2. See Vehicle Code Section 22511 for EV charging space signage in off -parking Children & Schools Program) enforcing agencies 0 diversion or recycle facilities capable of and is not required to be integral or built-in. facilities and for use of EV charging spaces. 3. The Governor's Once of Planning 3. Certification under the Resilient Floor Covering Institute (RFCI) FloarScore compliance with this item do not exist or are not located reasonably Note: For CALGreen a "bathroom" is a room which contains a bathtub, and Research (OPR) published a 'Zero Emission Vehicle Commuri Readiness program 4. Meet the California Department of Public Health, "Standard Method dose to the jobs ite s176i or tub/shower combination. Fans or mechanical ventilation is Guidebook" which provides helpful Information for local governments, residents and for the Testing and Evaluation of Volatile Organic Chemical Emissions iron 3. The enforcing agency may make exceptions to the requirements of this required in each bathroom businesses. Website: http://oprca.00v/docsfLEV Guldeb22LI f Indoor Sources Using Environmental Chambers.' Version 1,1, February 2010 - Environmental Quality (Environmental Comfort) Division 4.2 - EnergyEfficienc Heating and air conditioning systems shall be sized, designed, and (also known as Specification 01350) • Energy efficiency requirements for low-rise residential (Section equipment selected using the following methods: • Hardwood plywood, particleboard and medium density fiberboard 4.201.1) and high-rise residentiaYhotels/motels (Section 5.201.1) are 4.201.1 & composite wood products used on the interior or exterior of the building now in both residential and nonresidential chapters of CALGreen. 5.201.1 shall meet the requirements for formaldehyde as specified in the Air available for examination during construction. Heating and other equivalent design software or methods. Resources Board's Air Toxics Control Measure for Composite Wood • Standards for residential buildings do not require compliance with 4.507.2 Air Conditioning 2. Duct systems are sized according to ANSIIACCA 1 Manual D - 2014 (17 CCR 93120 et, seq.), as shown in Table 4.504.5. Documentation is levels of minimum energy efficiency beyond those required by the 2016 Composite required per Section 4.504.5.1, Califomia Energy Code. 4.504.5 Wood Products Definition of Composite Wood Products: Composite wood products 4.408.1. Plumbing fixtures and fittings shall comply with the followlncr 3. Select heating and cooling equipment according to ANSIIACCA 3 include hardwood plywood; particleboard, and medium density • Low-rise residential projects that generate a total combined weight of 4"303.1.1 -Water Closets: S 1.28 gal/flush Manual S - 2014 (Residential Equipment Selection) or other equivalent fiberboard. "Composite wood products" do not include hardboard, construction and demolition waste disposed in landfills, which do not 4.303.1.2 design software or methods. Exception: Use of alternate design structural plywood, structural panels, structural composite lumber, exceed 3 4 pounds per square foot of the building area, shall meet the Wall Mounted Urinals: <_ 0.125 galllush; all other urinals15 0.5 gol/flush temperatures necessary to ensure the systems functions are acceptable. oriented strand board, glued laminated timber, prefabricated wood (- minimum 65% construction waste reduction requirement in Section Chapter 7 - Installer & Special Inspector Qualifications 4.3031.3.1 - Single Showerheads <_ 2.0 gpm @ 80 psi & joists, or finger -joined lumber, all as specified in CCR, Title 17, Section 4.408.1. 4.303.1.3.2 4.408.4.1 93120.1(a). & Projects that generate a total combined weight of construction and 4.504.5.1 Documentation Verification of compliance shall be provided as requested by the enforcing demolition waste disposed in landfills, which do not exceed 2 pounds Water valve shall not exceed 2.0 gpm Q 80 psi. or only one shover outlet Is to be in Installer agency, and as required in Section 4.504.5.1. 4.303.1 Conserving Division 4.5 - Environmental Quality (Interior Moisture Control) 2• Public utility training programs. construction waste reduction requirement in Section 4 408,11- Concrete slab foundations or concrete slab -on -ground floors required to 4.303.1.4.1 4.408.5 4.505.2 Concrete Slab have a vapor retarder by the California Building Code, Chapter 19, or the Residential Lavatory Faucets: Maximum Flow Rate 5 1.2 gpm @ 60 psi; consulting or verification organizations. Foundations California Residential Code, Chapter 5, respectively, shall also comply with Minimum Flow Rate I' 0.8 gpm 11120 psi Division 4.4 - Building 4. Programs sponsored by manufacturing organizations. this section. 4.303.1.4.2 5. Other programs acceptable to the enforcing agency 4.410.1 A capillary break shall be installed in compliance with at least 1 of the Lavatory Faucets In Common and Public Use Areas of Residential Buildings: 5 0.5 Special Special inspectors must be qualified and able to demonstrate competence following: 1. A 4 -inch thick base of 1/2 -inch or larger dean aggregate shall gpm 0- 60 psi Inspection to the enforcing agency in the discipline in which they are inspecting. be provided with a vapor retarder in direct contact with concreate and a 4,303.1.4.3 - Metering Faucets: s 0.25 gallons per cycle 4.505.2.1 Capillary Break concrete ma design which will address bleeding, shrinkage and curling 4-303.1.4.4 construction documents, plans, specifications, builder or installer shall be used. For additional information, see American Concrete Institute, Kitchen Faucets: 51.8 gpm Q 60 psi: temporary increase to 2.2 gpm certification, inspection reports, or other methods acceptable to the local ACI 302.211 2. Other equivalent methods approved by the enforcing allowed but shall default to 1.8 gpm Documentation enforcing agency. Other specific documentation or special inspections 4.410.2 agency. 3 A slab design specified by a licensed design professional. Plumbing fixtures and fittings shall be installed in accordance with the necessary to verify compliance are specified in appropriate sections of 4.303.1 Building materials with visible signs of water damage shall not be installed. California Plumbing Code, and shall meet applicable standards referenced CALGreen, Wall and floor framing shall not be enclosed when the framing members in Table 1701.1 of the California Plumbing Code Division 4.3 -Water Efficiency exceed 19% moisture content. Moisture content shall be verified in 42649.82 (a)12)(A) et seq. are not required to comply with the organic waste portion coif this section. After December 1, 2015, new residential developments with an aggregate compliance with the following: landscape area equal to or greater than 500 square feet shall comply with 1. Moisture content shall be determined with either a probe -type or a Outdoor Potable one of the following: contact -type moisture meter. Equivalent moisture verification methods may 4.304.1 water Use in 1. A local water efficient landscape ordinance or the current California be approved by the enforcing agency and shall satisfy requirements in Landscaped Department of Water Resources' Model Water Efficient Landscape Moisture Content Section 101.8, Areas 4.505.3of Building 2. Moisture readings shall be taken at a point 2 feet to 4 feet from the 2. Projects with aggregate landscape areas less than 2500 square feet may Materials grade -stamped end of each piece to be verified. comply with the MWELO's Appendix D Prescriptive Compliance Option. 3. At least 3 random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Manufacturers' drying recommendations shall be followed for wet - applied insulation products prior to enclosure. Page 6 of 7 Section Scope Requirementui e men t Sheet # Comment Each bathroom shall be mechanically ventilated and shall comply with the The service panel or subpanel circuit directory shall identify the overcurrent Rodent Proofing openings in sole/bottom plates at exterior walls shall be closed with following: protective device space(s) reserved for future EV charging purposes as cement mortar, concrete masonry or a similar method acceptable to the 1. Fans shall be ENERGY STAR compliant and be ducted to terminate "EV CAPABLE" in accordance with the California Electrical Code. enforcing agency to prevent passage of rodents. outside the building. Notes: • Recycle and/or salvage for reuse a minimum of 65% of the 2. Unless functioning as a component of a whole house ventilation system, 1. The California Department of Transportation adopts end publishes the'Celiromia nonhazardous construction and demolition waste in accordance with fans must be controlled by a humidity control. Manual on Uniform Traffic Control Devices (California MUTCD)° to provide uniform Bathroom 4.106.4.2.5 Identification standards and specifications for all official trafflc control devices in California. Zero 4.506.1 Exhaust a) Humidity controls shall be capable of manual or automatic Emission Vehicle Signs and Pavement Markings can be found in the New Policies & Fans adjustment between a relative humidity range of less than 50% to a Directives Number 12-01. Website: htto:#Nww.dot.ca oovlhaAreffoas/odicv/13- Construction aste Reduction Exceptions: 1. Excavated soil and land -Bearing debris. maximum of 80%. Ot.pdf 2. Alternative waste reduction methods developed by working with local b) A humidity control may be a separate component to the exhaust fan 2. See Vehicle Code Section 22511 for EV charging space signage in off -parking enforcing agencies 0 diversion or recycle facilities capable of and is not required to be integral or built-in. facilities and for use of EV charging spaces. 3. The Governor's Once of Planning compliance with this item do not exist or are not located reasonably Note: For CALGreen a "bathroom" is a room which contains a bathtub, and Research (OPR) published a 'Zero Emission Vehicle Commuri Readiness dose to the jobs ite s176i or tub/shower combination. Fans or mechanical ventilation is Guidebook" which provides helpful Information for local governments, residents and 3. The enforcing agency may make exceptions to the requirements of this required in each bathroom businesses. Website: http://oprca.00v/docsfLEV Guldeb22LI f Division 4.5 - Environmental Quality (Environmental Comfort) Division 4.2 - EnergyEfficienc Heating and air conditioning systems shall be sized, designed, and • Energy efficiency requirements for low-rise residential (Section equipment selected using the following methods: Construction 4.201.1) and high-rise residentiaYhotels/motels (Section 5.201.1) are 4.201.1 & Scope now in both residential and nonresidential chapters of CALGreen. 5.201.1 Management Plan available for examination during construction. Heating and other equivalent design software or methods. Waste • Standards for residential buildings do not require compliance with 4.507.2 Air Conditioning 2. Duct systems are sized according to ANSIIACCA 1 Manual D - 2014 Management levels of minimum energy efficiency beyond those required by the 2016 (Residential Duct Systems), ASHRAE handbooks or other equivalent Company Califomia Energy Code. System Design Division 4.3 -Water Efficiency and Conservation Indoor Use 4.408.1. Plumbing fixtures and fittings shall comply with the followlncr 3. Select heating and cooling equipment according to ANSIIACCA 3 • Low-rise residential projects that generate a total combined weight of 4"303.1.1 -Water Closets: S 1.28 gal/flush Manual S - 2014 (Residential Equipment Selection) or other equivalent construction and demolition waste disposed in landfills, which do not 4.303.1.2 design software or methods. Exception: Use of alternate design exceed 3 4 pounds per square foot of the building area, shall meet the Wall Mounted Urinals: <_ 0.125 galllush; all other urinals15 0.5 gol/flush temperatures necessary to ensure the systems functions are acceptable. Waste minimum 65% construction waste reduction requirement in Section Chapter 7 - Installer & Special Inspector Qualifications 4.3031.3.1 - Single Showerheads <_ 2.0 gpm @ 80 psi & HVAC system installers shall be trained and certified. Examples of 4.408.1. 4.303.1.3.2 4.408.4.1 acceptable HVAC training and certification programs include but are & Projects that generate a total combined weight of construction and Multiple Showerheads: combined flow rate of all showerheads controlled by a single not limited to the following: demolition waste disposed in landfills, which do not exceed 2 pounds Water valve shall not exceed 2.0 gpm Q 80 psi. or only one shover outlet Is to be in Installer 1. State certified apprenticeship programs. 4.303.1 Conserving operation at a time Training 2• Public utility training programs. construction waste reduction requirement in Section 4 408,11- Plumbing 4.303.1.4.1 4.408.5 3. Training programs sponsored by trade, labor or statewide energy Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, Items 1 through 5, Fi xtures/Fittiri Residential Lavatory Faucets: Maximum Flow Rate 5 1.2 gpm @ 60 psi; consulting or verification organizations. Section 4.408 3 or Section 4,408.4 Minimum Flow Rate I' 0.8 gpm 11120 psi Division 4.4 - Building 4. Programs sponsored by manufacturing organizations. Operations & 4.303.1.4.2 5. Other programs acceptable to the enforcing agency 4.410.1 Maintenance Lavatory Faucets In Common and Public Use Areas of Residential Buildings: 5 0.5 Special Special inspectors must be qualified and able to demonstrate competence Manual gpm 0- 60 psi Inspection to the enforcing agency in the discipline in which they are inspecting. 4,303.1.4.3 - Metering Faucets: s 0.25 gallons per cycle Documentation of compliance shall include, but is not limited to, 4-303.1.4.4 construction documents, plans, specifications, builder or installer Kitchen Faucets: 51.8 gpm Q 60 psi: temporary increase to 2.2 gpm certification, inspection reports, or other methods acceptable to the local Recycling by allowed but shall default to 1.8 gpm Documentation enforcing agency. Other specific documentation or special inspections 4.410.2 Standards for Plumbing fixtures and fittings shall be installed in accordance with the necessary to verify compliance are specified in appropriate sections of 4.303.1 Plumbing California Plumbing Code, and shall meet applicable standards referenced CALGreen, Fixtures/Fittings in Table 1701.1 of the California Plumbing Code Division 4.3 -Water Efficiency and Conservation Outdoor Use 42649.82 (a)12)(A) et seq. are not required to comply with the organic waste portion coif this section. After December 1, 2015, new residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with Outdoor Potable one of the following: 4.304.1 water Use in 1. A local water efficient landscape ordinance or the current California Landscaped Department of Water Resources' Model Water Efficient Landscape Areas Ordinance (MWELO), whichever is more stringent, or 2. Projects with aggregate landscape areas less than 2500 square feet may comply with the MWELO's Appendix D Prescriptive Compliance Option. Page 3 of 7 Section Scope e uirem is R en i Sheet # ;, Co ment m Division 4.6 - Environmental Quality (indoor Air Quality &Exhaust) Annular spaces around pipes, electric cables, conduits or other Each bathroom shall be mechanically ventilated and shall comply with the 4.406.1 Rodent Proofing openings in sole/bottom plates at exterior walls shall be closed with following: cement mortar, concrete masonry or a similar method acceptable to the 1. Fans shall be ENERGY STAR compliant and be ducted to terminate enforcing agency to prevent passage of rodents. outside the building. • Recycle and/or salvage for reuse a minimum of 65% of the 2. Unless functioning as a component of a whole house ventilation system, nonhazardous construction and demolition waste in accordance with fans must be controlled by a humidity control. Bathroom 4.506.1 Exhaust a) Humidity controls shall be capable of manual or automatic Fans adjustment between a relative humidity range of less than 50% to a 4.408.1 Construction aste Reduction Exceptions: 1. Excavated soil and land -Bearing debris. maximum of 80%. 2. Alternative waste reduction methods developed by working with local b) A humidity control may be a separate component to the exhaust fan enforcing agencies 0 diversion or recycle facilities capable of and is not required to be integral or built-in. compliance with this item do not exist or are not located reasonably Note: For CALGreen a "bathroom" is a room which contains a bathtub, dose to the jobs ite s176i or tub/shower combination. Fans or mechanical ventilation is 3. The enforcing agency may make exceptions to the requirements of this required in each bathroom Division 4.5 - Environmental Quality (Environmental Comfort) Heating and air conditioning systems shall be sized, designed, and boundaries ofa th diversion ion s facility. equipment selected using the following methods: Construction Submit a construction waste management plan meeting Items 1 through 5 1. The heat loss and heat gain is established according to ANSIIACCA 2 Waste in Section 4.408.2. Plans shall be updated as necessary and shall be Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or Management Plan available for examination during construction. Heating and other equivalent design software or methods. Waste Utilize a waste management company, approved bythe enforcing agency. which 4.507.2 Air Conditioning 2. Duct systems are sized according to ANSIIACCA 1 Manual D - 2014 Management can provide verifiable documentation that the percentage of construction and (Residential Duct Systems), ASHRAE handbooks or other equivalent Company demolition waste material diverted from the landfill complies with Section System Design design software or methods. 4.408.1. 3. Select heating and cooling equipment according to ANSIIACCA 3 • Low-rise residential projects that generate a total combined weight of Manual S - 2014 (Residential Equipment Selection) or other equivalent construction and demolition waste disposed in landfills, which do not design software or methods. Exception: Use of alternate design exceed 3 4 pounds per square foot of the building area, shall meet the temperatures necessary to ensure the systems functions are acceptable. Waste minimum 65% construction waste reduction requirement in Section Chapter 7 - Installer & Special Inspector Qualifications & HVAC system installers shall be trained and certified. Examples of 4.408.1. 4.408.4.1 acceptable HVAC training and certification programs include but are & Projects that generate a total combined weight of construction and not limited to the following: demolition waste disposed in landfills, which do not exceed 2 pounds Installer 1. State certified apprenticeship programs. per square foot of the building area, shall meet the minimum 65% 702.1 Training 2• Public utility training programs. construction waste reduction requirement in Section 4 408,11- 4.408.5 3. Training programs sponsored by trade, labor or statewide energy Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, Items 1 through 5, consulting or verification organizations. Section 4.408 3 or Section 4,408.4 Division 4.4 - Building 4. Programs sponsored by manufacturing organizations. Operations & At the time of final inspection, a manual, compact disc, web -based 5. Other programs acceptable to the enforcing agency 4.410.1 Maintenance reference or other media acceptable to the enforcing agency which covers Special Special inspectors must be qualified and able to demonstrate competence Manual 702.2 Inspection to the enforcing agency in the discipline in which they are inspecting. Where 5 or more multifamily dwelling units are constructed on a building Documentation of compliance shall include, but is not limited to, site, provide readily accessible area(s) that serves all buildings on the site construction documents, plans, specifications, builder or installer and is identified for the depositing, storage and collection of non -hazardous certification, inspection reports, or other methods acceptable to the local Recycling by 703.1 Documentation enforcing agency. Other specific documentation or special inspections 4.410.2 Occupants glass, plastics, organic waste, and metals or meet a lawfully enacted local necessary to verify compliance are specified in appropriate sections of recycling ordinance, if more restrictive. Exception: Rural jurisdictions that CALGreen, Page 7 of 7 Section Scope Requirements sheet # Comment , Division 4.4 - Material Conservation & Resource Efficiency Annular spaces around pipes, electric cables, conduits or other 4.406.1 Rodent Proofing openings in sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents. • Recycle and/or salvage for reuse a minimum of 65% of the nonhazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4; OR meet a more stringent local construction and demolition waste management ordinance. • Documentation is required per Section 4.408.5. 4.408.1 Construction aste Reduction Exceptions: 1. Excavated soil and land -Bearing debris. 2. Alternative waste reduction methods developed by working with local enforcing agencies 0 diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably dose to the jobs ite 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries ofa th diversion ion s facility. Construction Submit a construction waste management plan meeting Items 1 through 5 4.408.2 Waste in Section 4.408.2. Plans shall be updated as necessary and shall be Management Plan available for examination during construction. Waste Utilize a waste management company, approved bythe enforcing agency. which 4AII Management can provide verifiable documentation that the percentage of construction and Company demolition waste material diverted from the landfill complies with Section 4.408.1. • Low-rise residential projects that generate a total combined weight of construction and demolition waste disposed in landfills, which do not exceed 3 4 pounds per square foot of the building area, shall meet the 4.408.4 Waste minimum 65% construction waste reduction requirement in Section & stream 4.408.1. 4.408.4.1 Reduction Alternative & Projects that generate a total combined weight of construction and demolition waste disposed in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4 408,11- 4.408.5 Documentation Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, Items 1 through 5, Section 4.408 3 or Section 4,408.4 Division 4.4 - Building Maintenance & Operation Operations & At the time of final inspection, a manual, compact disc, web -based 4.410.1 Maintenance reference or other media acceptable to the enforcing agency which covers Manual 10 specific subject II ct areas shall be laced in the building. P� 1 P 9 Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non -hazardous Recycling by materials for recycling, including (at minimum) paper, corrugated cardboard, 4.410.2 Occupants glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)12)(A) et seq. are not required to comply with the organic waste portion coif this section. Page 4 of 7 to No. I Revision/Issue I Date �4 r, --1 r- SCO By TT F ' cRMRp PP hese p/ -F qs �T ISSVA t l f p I an As NC he �b ably soave ,e 04,r' S�C/gT S appro alloy nted to rid or ,ea T IN T all appli ,� u0 din or -- a he IS /e t f+�dpes bfl4�br nye to`� apAr SUan JC code tV0/ of then r 8r ) y y a9enc/�S ermltl p0ridinls au t, S or appro a Pla lin 10 8 co�eS`it to �o aft and v/ )a//J�s NTAL MANDATORY ,a/lbe 'ate e.or t) p I' ' f " S o KLIST 2016 Vol/% Cc t:e the Ar -6'P' d P/i� b o s,0ns f give Project I Sheet Date A9.0 Scale . CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Single Fam Detached Calculation Datefl-Ime: 11:04, Thu, Mar 07, 2019 Calculation Description: Title 24 Analysis Input File Name: Harker Residence 2.ribdlBx CF1 R -PRF -01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 1 of 9 project Name: Single Fam Detached Calculation Date(Time: 11:04, Thu, Mar 07, 2019 Calculation Description: Title 24 Analysis Input File Name: Hacker Residence 2.ribdl6x GENERAL INFORMATION 01 02 03 04 ENERGY USE SUMMARY 01 Project Name Single Fam Detached 04 05 02 Calculation Description Tide 24 Analysis 08 Energy Use (kTDV/Itz-yr) 03 Project Location 40960 Avenida Rosario Compliance Margin Percent Improvement 04 Clty Palm Desert 05 Standards Version Compliance 2017 06 Zlp Code 07 Compliance Manager Version BEMCmpMgr 2016.3.1 (1149) 08 Climate Zone CZ15 09 Software Version Energy Pro 7.2 10 Building Type Single Family 11 Front Orlerdatlon (deg/Cardinal) 315 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond Floor Area (ftz) 3662 15 Number of Zones 3 16 Slab Area (ft) 3662 17 Number of Stories 1 18 Addition Cond. Floor Area (ftz) 343 19 Natural Gas Available yes 20 Addition Stab Area (ftz) 343 21 Glazing Percentage (%)19.8% 0.73 1 Insect Screen (default) Existing 01 02 COMPLIANCE RESULTS 04 05 01 Building Complies with Computer Performance Zone Name Zone Type HVAC System Name 02 This building DOES NOT require HERS Verification Water Heating System 2 Existing Living Conditioned 03 This building Incorporates one or more Special Features shown below 9 DHW Sys 1 Registration Number. Registration Date/rime: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-06232018-1149 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Single Fam Detached Calculation DaterTime: 11:04, Thu, Mar 07, 2019 Calculation Description: Title 24 Analysis Input File Name: Hacker Residence 2.ribdl6x CF1 R -PRF -01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 2 of 9 Project Name: Single Fam Detached Calculation Date/Time: 11.04, Thu, Mar 07, 2019 Calculation Description: Title 24 Analysis Input File Name: Hacker Residence 2 ribdl6x HERS FEATURE SUMMARY 01 02 03 04 ENERGY USE SUMMARY Not Required Not Required Not Required n/a 04 04 05 06 07 08 Energy Use (kTDV/Itz-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 3.46 3.26 0.20 5.8% Space Cooling 184.11 183.71 0.40 0.2% IAQ Ventilation 0.00 0.00 0.00 0.00/0 Water Heating 7.60 7.60 0.00 0.0% Photovoltaic Offset -- 0.00 0.00 - Comptiance Energy Total 195.17 194.57 0.60 0.3% Front Well (Front -315) 6.0 1.0 ZONE INFORMATION 6.0 1 REQUIRED SPECIAL FEATURES 0.73 1 Insect Screen (default) Existing 01 02 The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. 04 05 • Window overhangs and/or fins • Slab Edge Insulation 07 Zone Name Zone Type HVAC System Name Zone Floor Area Avg. Calling (ftz) Height Registration Number. Registration Date/rime: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-06232018-1149 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Single Fam Detached Calculation DaterTime: 11:04, Thu, Mar 07, 2019 Calculation Description: Title 24 Analysis Input File Name: Hacker Residence 2.ribdl6x CF1 R -PRF -01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 2 of 9 Project Name: Single Fam Detached Calculation Date/Time: 11.04, Thu, Mar 07, 2019 Calculation Description: Title 24 Analysis Input File Name: Hacker Residence 2 ribdl6x HERS FEATURE SUMMARY 01 02 03 04 Quality Insulation Installation (011) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required n/a 04 WATER HEATING SYSTEMS The following is a summary of the features that must be field -verified by a certified HERS Rater es a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below Bullding4evel Verifications: -None- Cooling System Verifications: - None - li Dlstributlon System Wrlficallons: -None - Domestic Hot Water System Verifications: -None- None -BUILDING 03 04 05 01 02 03 04 05 06 07 08 BUILDING - FEATURES INFORMATION 10 11 Name Surface (Orlentation-Azimuth) Width (ft) 01 D2 03 04 05 06 07 Project Name Conditioned Floor Area (ft) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Single Fam Detached 3662 1 4 3 0 1 Existing No Window 2 Front Well (Front -315) 6.0 1.0 ZONE INFORMATION 6.0 1 0.71 0.73 1 Insect Screen (default) Existing 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area Avg. Calling (ftz) Height Water Heating System 1 Water Heating System 2 Existing Living Conditioned Living Zonal 2745 9 DHW Sys 1 We Existing Conditioned Existing2 574 9 DHW Sys 1 n/a Pod House Conditioned Pod House3 343 9 DHW Sys 1 n/a HERS Provider. Registration Number. Registration Date/Time: Report Generated at: 2019-03-07 11:05:26 CA Building Energy Emclency Standards - 2016 Residential Compliance Report Version - CFIR-06232018-1149 CFIR-PRF-01 CERTIFICATE OF COMPLIANCE- RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 4 of 9 Project Name: Single Fam Detached Calculation Date/Time: 11:04, Thu, Mar07, 2019 Calculation Description: Title 24 Analysis Input File Name: Hacker Residence 2.dbdl6x FENESTRATION/GLAZING 01 02 03 04 Quality Insulation Installation (011) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required n/a 04 WATER HEATING SYSTEMS 01 02 03 04 05 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orlentation-Azimuth) Width (ft) Height (ft) Multiplier Area (ftz) U -factor SHGC Exterior Shading Status Verified Existing Condition Window Front Wall (Front -315) 6.0 6.8 0 98 40.0 0.71 0.73 Insect Screen (default) Existing No Window 2 Front Well (Front -315) 6.0 1.0 1 6.0 1 0.71 0.73 1 Insect Screen (default) Existing No Window 3 Front Wall (Front -315) 4.0 4.0 1 16.0 0.71 0.73 Insect Screen (default) Existing No Window 4 Left Well (Left -45) 4.0 4.0 1 16.0 0.71 0.73 Insect Screen (default) Existing No Window 5 Left Well (Left -45) 4.0 4.0 1 16.0 0.71 0.73 Insect Screen (default) Existing No Window 6 Leff Wall (Left -45) 2.5 4.0 1 10.0 0.71 0.73 Insect Screen (default) Existing No Window 7 Rear Wall (Back -135) 6.0 6.8 0.98 40.0 0.71 0.73 Insect Screen (default) Existing No Window 6 Rear Well (Back -135) 6.0 6.8 0.98 40.0 0.71 0.73 Insect Screen (default) Existing No Window 9 Rear Wel (Back -135) 2.0 3.0 1 6.0 0.71 0.73 Insect Screen (default) Existing No Window 10 Rear Wall (Back -135) 2.0 3.0 1 6.0 0.71 0.73 Insect Screen (default) Existing No Window 11 Right Wall (Right -225) 4.0 3.0 1 1 12.0 0.71 0.73 Insect Screen (default) Existing No Window 12 Right Wall (Right -225) 5.0 4.0 1 20.0 0.71 0.73 Insect Screen (default) Existing No Window 13 Right Wall (Right -225) 2.0 .8 0.812 1.3 0.71 0.73 Insect Screen (default) Existing No Window 14 Right Well (Right -225) 2.0 .8 0.812 1.3 0.71 0.73 Insect Screen (default) Existing No Window 15 Front Wall 2 (- specify -0) 3.0 6.0 1 18.0 0.71 0.73 Insect Screen (default) Existing No Window 16 Right Wall 2 (- specify -0) 3.0 6.0 1 18.0 0.71 0.73 Insect Screen (default) Existing No Window 17 Front Wal 3 (Front -315) 3.5 4.0 0.643 9.0 0.71 0.73 Insect Screen (default) Existing No Window 18 Rear Wall 2 (Back -135) 4.0 4.0 1 16.0 0.71 0.73 Insect Screen (default) Existing No Window 19 Rear Well 2 (Back -135) 2.0 3.0 1 6.0 0.71 0.73 Insect Screen (default) Existing No Window 20 Rear Wall 2 (Back -135) 3.0 5.0 1 15.0 0.71 0.73 Insect Screen (default) Existing No Window 21 Rear Well 3 (Back -135) 3.0 3.0 1 9.0 0.45 0.36 Insect Screen (default) New n/a Window 22 Right Wal 4 (Right -225) 3.0 6.8 0.98 20.0 0.45 0.36 Insect Screen (default) New n/a Window 23 Right Wal 4 (Right -225) 4.0 4.0 1 16.0 0.45 0.36 Insect Screen (default) New n/a Registration Number Registration Date/Tlme: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06232018-1149 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Single Fam Detached Calculation Date/Time: 11:04, Thu, Mar 07, 2019 Calculation Description: Title 24 Analysis Input File Name: Hacker Residence 2.ribdiOx CF1 R -PRF -01 Page 3 of 9 OPAQUE SURFACES 01 02 03 04 Quality Insulation Installation (011) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required n/a 04 WATER HEATING SYSTEMS 01 02 03 04 05 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orlenlatlon Gross Area (ftz) Window 6 Door Tilt Area(112)(deg) Wall Exception Status Verified Existing Condition Front Wall Existing Living Default Wall 1978 to 1991 315 Front 250 61.984 90 We Existing No Left Wall Existing Living Default Watt 1978 to 1991 45 Left 300 42 90 n/a Existing No Rear Wall Existing Living Default Wall 1978 to 1991 135 Back 250 91.968 90 We Existing No Right Wall Existing Living Default Wall 1978 to 1991 225 Right 300 34.5984 90 n/a Existing No Front We 112 Existing Living Default Well 1978 to 1991 0 45 120 18 90 We Existing No Right Wait 2 Existing Living Default Wall 1978 to 1991 0 45 120 16 90 We Existing No Interior Surface Existing Living»Existing Default Wall 1978 to 19911 0 0 0 1 0 1 We Existing No Roof Existing Living Default Roof 1978 to Pres 0 0 2745 0 0 0 We Existing No Front Well 3 Existing R-19 Well 315 Front 350 9.002 90 We Existing No Left Wall 2 Existing R-19 Wall 45 Left 160 0 90 n/a Existing No Rear Wall 2 Existing R-19 Wall 135 Back 150 37 90 n/e Existing No Right Well 3 Existing R-19 Wall 225 Right 160 0 90 We Existing No Interior Surface 2 Existing»Pool House R-19 Weill 0 0 0 1 0 0.1 n/a New n/a Roof 2 Existing R-38 Roof Attic 0 0 574 0 Window 11 We Existing No Front Well 4 Pod House R-19 Well 315 Front 1 0 90 Extension New n/a Left Well 3 Pod House R-19 Wall 45 Left 226 0 90 Extension New We Rear Wall 3 Pod House R-19 Wall 135 Back 104 9 90 Extension New n/a Right Wait 4 Pod House R-19 Well 225 Right 226 35.992 90 Extension New We Roof 3 Pod House R-38 Roof Attic 0 Window 15 343 0.1 1 We New I We 0 0 0 0 0 0 0 Window 16 1 0.1 1 1 ATTIC 0 0 0 0 0 0 0 0 Window 17 1 0.1 01 02 03 04 05 06 07 08 09 0 10 Name Construction Type Roof Rise Roof Reflectance Roof Eminance Radiant Barrier Cool Roof Status Verified Existing Condition Attic Existing Living Attic RoofExisting Living Ventilated 0 0.1 0.85 No No Existing 0 No Attic Existing Attic Roo(Existing Ventilated 0 0.1 0.85 Yes No Existing 1 No Attic Pool House Attic Roc(Pool House I Ventilated 0 0,1 0.85 Yes I No New Window 21 No HERS Provider. Registration Number: Registration Date/Time: Report Generated at: 2019413-07 11:05:26 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-06232018-1149 CF1 R -PRF -01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 5 of 9 Project Name: Single Fam Detached Calculation Datei'Time: 1104, Thu, Mar 07, 2019 Calculation Description: Title 24 Analysis Input File Name: Hacker Residence 2.ribdl6x OVERHANGS AND FINS 01 02 03 04 Quality Insulation Installation (011) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required n/a 04 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 01 02 03 04 05 06 07 08 09 10 11 12 1 13 14 1 0 Existing Overhang Phone, 2x4 Top Chord of Roof Truss 24 Left Fin Roof peck: Wood SidinglsheaMing/decking Attic Roo(Existing Living Right Fin WATER HEATERS Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up Dist L Bot Up Depth Top Up Dist R Bot Up Window 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 2 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 3 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 4 1 0.1 1 1 0 0 0 0 0 1 0 0 0 0 Window 5 1 01 1 1 0 0 0 0 0 0 0 0 0 Window 6 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 7 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 8 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 9 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 10 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 11 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 12 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 13 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 14 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 15 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 16 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 17 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 18 1 01 1 1 0 0 0 0 0 0 0 0 0 Window 19 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 20 1 0.1 1 1 0 0 0 0 0 0 0 0 0 Window 21 1 0-1 1 1 0 0 0 0 0 0 0 0 0 Window 22 1 0.1 1 1 0 2 0 0.1 0 1 0 0 0 0 Window 23 1 0.1 1 11 0 0 1 0 1 0 0 1 0 0 1 0 0 HERS Provider. Registration Number: Registration Date/rime: Report Generated at 2019-03-07 11:05:26 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06232018-1149 CF1 R -PRF -01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 7 of 9 Project Name: Single Fam Detached Calculation Date./Time: 11:04, Thu, Mar 07, 2019 Calculation Description: Title 24 Analysis Input File Name: Hacker Residence 2.ribdl6x BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (011) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required n/a 04 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) Status Verified Existing Condition DHW Sys 1 DHW Standard DHW Heater 1 1 0 Existing No Phone, 2x4 Top Chord of Roof Truss 24 Roof peck: Wood SidinglsheaMing/decking Attic Roo(Existing Living Attic Roofs WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 Name Heater Element Type Tank Type Number of Units Tank Volume (gal) Uniform Energy Factor I Energy Factor Efficiency Input Rating I Pilot I Thermal Efficiency Tank Insulation R•value (InVExt) Standby Loss / Recovery Eft First Hour Rating / Flow Rate NEEA Heat Pump Brand 1 Model Tank Location or Ambient Condition DHW Heater 1 Gas Small Storage 1 50 0.5298 EF a= 75 kBtuIhr 0 n/a n/a rk/a Ne 8.0 Attic Cavity/Frame: R-9.1 /24 Default Roof 1978 to Pres attic) Wood Framed Ceiling 2x4 @ 16 In. O C. R 22 0.043 Over Ceiling Joists: R-12-91nsul SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name Status Verified Existing Condition Living Zonel Other Heating and Coding System Heating Component 1 Coding Component 1 HVAC Fan 1 Ar Distribution System 1 Existing No Existlng2 Other Heating and Coding System Heating Component 2 Coding Component 2 HVAC Fan 2 Ar Distribution System 2 Existing No Pod House3 Heat Pump Heating and Coding System Heat Pump System 3 Heat Pump System 3 None - none - New No • Inside Finish: Gypsum Board HVAC - HEAT PUMPS 01 02 03 04 1 05 1 06 07 1 08 09 10 11 Name System Type Numberof Units Heating HSPFICOP Cap 47 Cap 17 Cooling SEER EER Zonally Controlled Compressor Type HERS Verification Heat Pump System 3 RoomHeatPump 1 16.8 18000 12600 12 r 17 Not Zonal Single Speed Heat Pump System 3 -hers -cod Registration Number. Registration Datelrime: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CFIR-06232018-1149 HERS Provider. Report Generated at: 2019-03-0711:05:26 HERS Provider. Report Generated at: 2019-03.07 11:05:26 HERS Provider: Report Generated at: 2019-03-07 11:05:26 CF1 R -PRF -01 Page 6 of 9 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 02 3,712019 03 04 Total Cavity Winter Design Name Construction Name Surface Type Construction Type Framing R -value U -factor Assembly Layers Nd Required Responsible Designer Name: n/a Not Required Not Required Not Required Cavity /Frame: no insul. /2x4 Top Chrd Clfy/StatelZip Phone, 2x4 Top Chord of Roof Truss 24 Roof peck: Wood SidinglsheaMing/decking Attic Roo(Existing Living Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (AsphaftShingle) 02 03 04 05 06 07 • Inside Finish: Gypsum Board 09 10 Name Type Duct Leakage Insulation R -value • Cavrty/Frame: R -13/2x4 Default Wall 1978 to 1991 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.101 Exterior Finish: 3 Coat Stucco Existing (not specified) 4.2 Attic Attic None Existing • Inside Finish* Gypsum Board n/a Ceilings (below Ducts located in attic (Ventilated and Unventilated) Existing (rid specified) 8.0 Attic Cavity/Frame: R-9.1 /24 Default Roof 1978 to Pres attic) Wood Framed Ceiling 2x4 @ 16 In. O C. R 22 0.043 Over Ceiling Joists: R-12-91nsul • Inside Finish: Gypsum Board IAQ (Indoor Air Quality) FANS • Cavity/Frame: R -13/2x4 Default Wall 1978 to 19911 Interior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.092 Other Side Finish. Gypsum Board 05 06 Dwelling Unit IAQ CFM IAQ WattsiCFM • Cavity/Frame: no insul. /2x4 Top Chrd IAQ Recovery Effectiveness(%) HERS Verification SFem IAOVentRpt 2x4 Top Chord of Roof Truss @ 24 0 Roof peck: Wood Siting/sheathing/decking Attic Roo(Existing Attic Roofs Wood Framed Calling In. O.C. none 0.644 Rooting, Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board R 19 in 5-12 in. Cavity /Frame: R-19 in 5-12 in. (R-18) 12x6 R-19 Well Exterior Walls Wood Framed Well 2x6 @ 16 in. O.C. cavity (R-18) 0.074 Exterior Finish. 3 Coat Stucco • Inside Finish: Gypsum Board Ceilings (below CavitylFrame: R-9.1 /24 R-38 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.025 Over Ceiling Joists, R-28.9 insul • Inside Finish: Gypsum Board R 19 in 5-1/2 in. Cavity lFrame: R-19 in 5-12 in. (R-18) /2x6 R-19 WBII1 Interior Wells Wood Framed Wall 2x6 @ 16 in. O.C. cavity (R-18) 0.069 Other Side Finish. Gypsum Board • Cavity /Frame: no insul.12x4 Top Chrd 2x4 Top Chord of Rod Truss @ 24 Roofpeck: Wood Siding/sheathing/decking Attic RoofPod House Attic Roofs Wood Framed Calling In. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) SLAB FLOORS 01 02 03 04 05 06 07 08 09 Verified Perimeter Name Zone Area (ft?) (ft) Edge Instil. R -value Carpeted Existing Fraction Heated Status Condition Slab -on -Grade Existing Living 2745 686 R-7, 8 inches 1 No Existing No Slab -on -Grade 2 Existing 574 398 R-7, 8 inches 0 No Existing No Slab-on-Grede 3 Pod House 343 1 95 R-7, 8 inches 1 No New No Registration Number: Registration Date/Ttme: HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-06232018-1149 Report Generated at: 2019-03-07 11:05:26 CF1 R -PRF -01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 8 of 9 Project Name: Single Fam Detached Calculation Date/Time: 11:04, Thu, Mar 07, 2019 Calculation Description: Title 24 Analysis Input File Name: Hacker Residence 2.ribdl6x HVAC COOLING - HERS VERIFICATION 1-1 certify that this Certificate of Compliance documentation Is accurate and complete. Documentation Author Name. Documentation Author Signature: Joan Hacker � aCA4, Company. 01 02 3,712019 03 04 05 06 Name Verifed Airflow RESPONSIBLE PERSON'S DECLARATION STATEMENT AlrflowTarget Verified EER Verified SEER Wrtffed Refrigerant Charge Heat Pump System 3 -hers -cool Nd Required Responsible Designer Name: n/a Not Required Not Required Not Required License: Clfy/StatelZip Phone, HVAC- DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 Name Type Duct Leakage Insulation R -value Supply Duct Location Return Duct Location Bypass Duct Status Verified Exlsting Condition HERS Verification Ar Distribution System 1 Ducts located in attic (Ventilated and Unventilated) Existing (not specified) 4.2 Attic Attic None Existing No n/a AIr Distribution System 2 Ducts located in attic (Ventilated and Unventilated) Existing (rid specified) 8.0 Attic Attic None Existing No n/a IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ WattsiCFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFem IAOVentRpt 0 0.25 Default 0 Not Required Registration Number: Registration Date/Time- CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CFIR-06232018.1149 HERS Provider: Report Generated at: 2019-03-07 11:05:26 CFi R -PRF -01 Page 9 of 9 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1-1 certify that this Certificate of Compliance documentation Is accurate and complete. Documentation Author Name. Documentation Author Signature: Joan Hacker � aCA4, Company. nature Date: Insu-form, Inc. 3,712019 Address: CEA/HERS Certification Identification (If applicable): 43585 Monterey Avenue, Suite 7 cltyrstatePim Desert, Ca 92260 P1Of1e 760-345-1352 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of periury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design Identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform tothe requirements of Title 24 Part t and Pert 6 of the California Code of Regulations. 3. The building design features or system design features Identified on this Certificate of Compliance are consistent with the Information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: Company Date Signed: Address: License: Clfy/StatelZip Phone, Registration Number. Registration DateMme: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-0623 201 8-11 4 9 HERS Provider Report Generated at: 2019-03-07 11:05:26 No. I Revision/Issue I Date eY h ,7.'D abj ns fid ��S•�qs SVq a° e ca �e b SOCNCF r° /bk to foss -a on OV,- C��gT /gr�s//y a h° .S a 'naCL* "ragr oeirrM/ al f co or e Cl tY a9t�ning p� bo 2� o t COOP, or the or c/e �I ati s s, t n �►tes t to C/1 �a �e an ns Sh Of a pen In s ,/b °/a nCe. y Via a!/ n tper G' In V� Can too -10 Of 1,1 COI).. Sen - Project '.6heet�U/)y -NJ " I "pis/ IS t cab/t °ns Of9iVe such Date A10.0 Scale