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Home My WebLink About10149999.pdfENERGY COMPLIANCE FORMS Mandatory Measures Checklist: Residential (Page 1 of 2) MF-1R Certificate of Cam fiance: Residential (Part 1 of 2) CF-1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (x1 may besuperseded bymore stringent comptiancerequirements listed onthe Certificate ofCompliaxe, When this cfwksstisJuror IWatedInto OLIVAS RESIDENCE ADDITION 6/22/200 ' the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures Project Title Date whether they are shown elsewhere in the documents or on this checklist only, 2901 W. Raymar Street Santa A n DESCRIPTION instructions: Check or initial applicable boxes or enter NIA if not appticabte" DESIGNER ENFORCEMENT Buitding Envelope Measures ®x Isola}: Mimimnm R-19 ceding insnlatian E3150(bk Loose fill insulation manufacturer's Labeled R-Vatue. x 150(c), Minimum R-13 watt mWahoo in wood framed wails or equivalent U-value in metal frame watts (does 0 not apply to exterior mass walls). x 150td): Minimum R-13 raised floor insulation in framed floors or equivalent. -15018: Stab edge insulation - water absorption rate no greater than 0.39, water vapor transmission rate no 1:1 greater than 2.0 permliach. 0 1i8 Insulation specified or installed meets insulation quality standards, Indicate type and form. III Fenestration Products, Exterior Doors and Infiltration/Extiltration Controls I. Doers and windows between conditioned and unconditioned spaces designed to limit air leakage, 2. fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gain Coefficient (SHGCL and infiltration certification. 3. Exterior doors and windows weathtrstr Aped; all joints and penetrations caulked and seated. ® 150191: Vapor barriers mandatory in Climate Zonal 14 and 16 onty, 150111 Special 'infiltration barrier installed to comply with Section 151 meets Commission quality standards. (❑ L[S.1 150tel: Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1, Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with dares and control c. Ftua damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 0 €11 HVAC equipment, water beaters, showerheads and faucets certified by the Commisson FRI 1501hl: Pleating and/or cooling toads calculated in accordance with ASHRAE, SMACNA or ACCA Q1SOO: Setback thermostat on all applicable heating and/or cooling systems. 1501j): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor Less than 0.511 must he externally wrapped with »s+iatan having an installed thermal resistance of R-12 or heater. 2. First 5 feet of pipes closest to water, heater tom, non-recirolaNriQ systems, insulated (R-4 or greater) 3. lack -up tanks for solar system, unfired storage tanks,or offer Indirect hot water tanks have R-12 external Insulation or R-16 combined infernal/external Insulation. 4. All buried or exposed piping insulated in recircotatirg sections of hot water systems, S. coal" system piping below 55 degrees F. Insulated. 6. Piping nsu ating between heating source and indirect hot water tank, EnerqyPro 3.1 By firm Soft User Number: 22" job Number: OS063S Page- 5 of 13 Project Address Bu)tdtng Permit # ADVANCED TITLE 24 (714) 525-9824 Plan Check/Date Documentation Author Telephone Computer Performance $ Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 1.786 ft? Average Ceiling Height: 8.0 ft Total Conditioned Stab Area: _} 7861 f? Building Type: (check one or morel (mil Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi-Famity Existing Plus Addition Front Orientation- (South) 180 dery Floor Construction Type: Stab Floor Number of Dwelling Units: Lo0 Number of Stories: 1 [� Raised Floor 1L 1N t IN'ZLA I I9N Const. Component Frame Assembly Location/Comments Tyge Type U-Vatue (attic, garage, typical, etc.) Stab On Gracie n/a 0.716 Coveted Stab w/R-D.0 Perimeter insutation Default Walt Prior to 1978 W pod 0386 Exterior Watt Default Roof 1978 to Present W ood 0,047 Exterior Roof R-13 Walt (W.13.2x4.16) W ood 0.088 Exterior Wail R-30 Roof (A.30.2x6,L6J W ood 0.03S Exterior Roof FENESTRATION Shading Devices Type Orientation Area Fenestration Exterior Overhang Stole Fins (SF) U-Fa for SHGC Shadin Yes / N0 Yes / No Front (South) 6.0 0.65 0,6S _ Bug Screen ❑ ® El X❑ Left (West) 54.0 0.65 0.65 Bug Screen ❑ 0Rear (Worth) 404.3 0.65 165 Bugg Screen ❑ Q ❑ Q Right {EastZ 12.0 0.65 0 65 Bun Screen ❑ x❑ ❑ x❑ Front (South) 28.0 0.60 0.65 Bug Screen ❑ FRI ❑ xx Left (West) 12,0 0.60 165 Alm Screen ❑ ® ❑ l�lg ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -7 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ Run Initiation T' Enema 3.1 8v Ener 5af t user Number: 2299 Job Humbert 050635 Page, 3 of 13 Mandatory Measures Checklist: Residential (Page 2 of 2) MF-1R Certificate of Compliance: Residential (Part 2 of 2) CF-1R NOTE: Lowriseresidential buuih6ngssubject tothe Standards must contain these measures regardlessofthe compliance approach used Items marked with an OLIVAS RESIDENCE ADDITION 6/22/200S asterisk lx) may be superseded by more stringent canptiaoce requlrantnts Usted on the Certificate of Compliance. When this checklist is incorporated into Project Title Date the permit decimals, the features noted shall be considered by all parties as aorta component performance specifications for the mandatory ine"Wes whether they are shown elsewhere n the documents ar an this checklist only. HVAC SYSTEMS Note: hun it Hydronic or Combined Hydrolik data under Water Heating Systems except Design Heating Load DESCRIPTION instructions: Check or initial applicable boxes or enter N/A if not applicable, DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) x tso(m), Ducts and Fans 1. All &I and piencess installed, seated and insulated to meet the requirements of the 1998 (MC Sections 01, a t installed ley of R-62 or enclosed enfir t in 603, fi 4 and Standard 6-3; ducts insulated a a o>antaysen atie el t ad e y conditioned space. Openings shalt be stated with mastic, tape, aerosol sealant, or other eisct-ziosuro systen t t r t 18f or 1818. If mastic or to 's used to seat s flat meets he applicable a i�emen s of ULtB llL A tl. PPS � L Pe opeimrug greater than V4 inch, the combination of mastic and either mesh or tape shalt be used. Building cavities shalt not be used for conveying conditioned air. Joints and seams of duct systems and their components shaft not be stated with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands, 2. Bttddi cavities' t platforms far air handlers, and lemxos defined or constructed with i ateriats other r ems an Sending , support Pia P than sealed shunt metal, duct board or Hexer duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain &sets, Rats Installed in cavities and support ptatforms staff not be compressed to cause reductions, in thecross-sectlmnal area of the ducts. 3. Joints and seams of duct systems and their components shall not be seated with cloth back rubber adhesive W tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dandrers. S. Gravity ventilation systems serving conditioned space have eitharautomatic or readily accessible, manually operated dampers. 6. Proteetion of insulation Insulation $hail be protected from demage, including that duce to sunlight, moisture, equipment maintenance, and wind but not Gaited to the following: insulation exposed to weather shell be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted caroaas, or plastic cover. cellular foan insulation shalt be protected as above or panted with a coaling that is water retardant and provides shielding tram solar radiation that can cause degradation of the material. ® III Pail art Spa Heating System and Equipment 1, certified with 78Y. thermal efflclency, on -off vAII weafhMptoot operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at (east 36" of pine between filter and heater for future solar, cover for outdoor pools or spas. . At filter a h t or future solar heating. a least 36" of pq�e betweenand heater f b. Cover for outdoor poots or outdoor spas. 3. Pool system has directional inlets and a circ.i[I pump tint switch. 1 s Ieaftrs ar trousehotd s have no $. Gas filed ctMrai fwnaces heaters ,trod W oolong aPPlia+ects continuously Wrung pilot light. (Exception, Hon -electrical eking appliances with pilot < %0 Btu/hr) ❑ its (1), Coal Roof material moat specified uiforia Lighting Measures ® 150101. Luminaires mires for general lighting in kitchens shall have lamps with an efficacy 40 tumens/watt or greater for general lighting In kitchens. This general tighting shalt be controlled by a switch on a readily accessible lighting control panel at en antranco to the kitchen. 150102, Rooms with a shower or bathtub must have either at least one liesmaire with tamps with an efficacy of 40 tmmens/watt or heater switched at the entrance to the roan or are of the alternative to this requirement allowed in Section 1501k)2.: and caressed calling fixtures we he tnnsuation cover) approved 3.1 By EnerliI User Ike bg , 22" fob Number: 050635 Pacia, 6 of 13 Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency location Piping Thermostat Location f pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R-Value Type Comments rantrzt Furnaro 7S"le AFUE Ducts in Att'hr 21 Sethactc FXkfing Cooling Equipment Minimum Duct Type Lair conditioner, Efficiency Location Duct Thermostat Location / heat eve . cooling ) f ) Type ) f5ffR attic etc.' R-Value T e Comments pump, P No, Cooling 10.0 GFFR nurtt in Attic 71 jpthark F ykfi.g„4s r.m WATER HEATING SYSTEMS Rated 1 Tank Energy Fact' 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank insut. System Name Type Type Syst. Btu/hr (gat) Efficient Loss (/) R-Value 1 For small gas storage (rated inputs of tens than or equal to 7S,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btulhr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, fist Rated Input and Recovery Efficiency. This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design resporistbitity. The undersigned recognize that compliance using duct seating and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: Ryan Kassler Title/Firm: BEN OLIVAS Title/Firm: ADVANCED TITLE 24 Address: 2901 W. Raymar Street Address: 1235 North Harbor Blvd Suite 235 Sala Ana. [A 92104 Fullerton CA 92832 Telephone: [714) 836-4532 Telephone: 1714) �25-9824 (sit (1 Idatel (signature) (date) Enforc fit Agency Name: Title/Firm: Address: Telephone: Y R SITE PLAN h` E 2-CAR GARAGE 4, i 60.00, EXISTING 51DEWALK 1 In L PLODFPEIRI'MIT MECH AID COT , TYPE CODE EDITION- �d C�-C FLOO ZONE--'>4 .J..`,5. .,. ,, 4' 1,AASTER .... t. . I�e r � GENERAL NOTES I. NORK PERFORMED SHALL COMPLY WITH THESE GENERAL NOTES UNLE55 OTHERWI5E NOTED ON THE PLAN. 2. ALL WORK SHALL BE DONE IN ACCORDANCE KITH THE FOLLOWING CODES.- 2001 CALIFORNIA BUILDING CODE ('01 CEO), 2001 CALIFORNIA PLUMBING CODE ('01 OPC), 2001 CALIFORNIA MECHANICAL CODE ('01 OMC), THE 2001 CALIFORNIA ELECTRIC, WOE ('01 CEG) AND 2001 CALIFORNIA ENERGY EFFICIENCY 5TANOAR05 FOR RE-51DENTIAL RESIDENTIAL AS ADOPTED BY CITY OF 5ANTA ANA. 3. ALL WORK TO COMPLY WITH ALL APPLICABLE LOCAL ANO STATE' CODES, ORDINANCES AND REGULATIONS, 4. ON 51TE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS 5HALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTED DIMENSION SHALT. TAKE PRECEDENCE OVER SCALE. 5. IT SHALL BE THE RESPONSIBILIT`( OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIE5, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN OONXCTION WITH THE EXECUTION OF T14I5 AORK. 6. THE PROPERTY OVNER SHALL BE NOTIFIED IMMEDIATELY BY THE CONTRACTOR, SHOULO ANY DISCREPANCiES OR OTHER OUE5TION5 ARISE PERTAINING TO THE WORKING DRAWIN65 DURING CONSTRUCTION OR BIDDING, 7, PERMIT APPLICATION FOR WHICH NO PERMIT 15 ISSUED P41THIN 160 DAYS FOLLOWING THE DATE OF APPLICATION SHALL EXPIRE BY LIMITATION. (5EC. 10-1.4 UBC) ALL SETBACKS AND EASEMENTS ARE 5HOAN CORRECTLY ON TH15 SITE PLAN. 14. 5ETBACK5 WERE MEASURED FROM EXISTING STRUCTURES TO ASSUMED PROPERTY LINES. C NTRACTOR SHALL VERIFY ALL SETBACKS PRIOR TO CON.5TRUOTION. IF THERE 15 A Of REPANCY W1TH THE 5ETBACK5, IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO l NO 11=Y THE PROPERTY OWNER AND DESIGNER PRIOR TO CONSTRUCTION. ANS 1 . THE CONTRACTOR IS TO GRADE ANY AREAS AHERE THE ADDITION ALTERS THE iNAGE. PROVIDE SLOPE AAAY FROM STRUCTURES AND DRAIN TO STREET OR AN VE0 STORM DRAIN, 11. OF AND SURFACE HATER MAY FLOA O PUBLIC 51DE K IF ALLOAI? BY THE N 'S GENERAL ENGINEERING SERVICE DIRECTOR. l any 12. F ASBESTOS REMOVAL 15 INVOLVED, BUILDING PERMIT CANNOT BE 15SUED UNTIL A V D PERMIT 15 TAKEN OUT FROM (AGMD) AIR MANAGEMENT DISTRICT AND PRESENTED TO 6 SHE 1LOING DEPARTMENT. 15. OVIDE PROTECTION TO PEDESTRIANS AND PUBLIC DURING OON5T'RUOTION OR OEM LITION PER CHAPTER 55, BY BARRICADES, RAILING, FENCES AND/OR CANOPIES OR AS NEC SSARY FOR PEDESTRIAN SAFETY. 14. ALL HABITABLE ROOMS, BOTH EXISTING AND NEW, MALL HAVE COMFORT BATING AT LEAST 700F (2100) AT A POINT V ABOVE FLOOR. ,y, t'"r3 ,� ;a:7 t£ C tllza tic L 7 Ic S f-" E-- A tea'? r In d.. 3 fir~ � tjt J coin f .ISti.,..- in I! C it "t �,J 4 s .� taft.E, ST.. - „ t �R { tt i 1-- i 0 i.,. r # fir; St -; 2,n ,,.se•+....,.t ..,T,...'.Ii:°...,kN}j,: + , z>. 'lr } l " f,. �.__._...LN NEW FLOOR i S' ATTACHEDEXISTING GARAGE AREA:-. 413 t OCCUPANCYGROUP a ................ ...,........... . 3-1 TYP E F CONSTRUCTION: s............................................. V LOT:. .. . ...... .a-i .............................................................o TRACT.-. ...... ...... ....................,....195 TOTAL ATTIC AREA :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 252 50. FT. REQUIRED VENTILATION IA50 OF ATTIC:. . . . . . . . . . . . . . . .2`i2 50, IN, TOTAL VENTS PROVIDED: (1) 24" Q GABLE END LOUVERED VENT (;1/ 1/4" x 1/4" CORROSION RES15TANT METAL MESH COVERING) -502 SQ. IN. 1. COMPOSITION SHINGLE ROOFING TO MATCH EXISTING. 2. PLYNOOD ROOF 5HEATHIMG 15 REQUIRED UNDER ALL ROOFS (UNLE55 ROOFING OVER EXI5TING SHIN(5LES). PROVIDE A MIN, OF 5 PLY 5HEATHING WHEN RAFTER 5PACING 15 MORE THAN 16" O.C. Ai L. M AW Im }J'I��ilGi ELECTRICAL SYMBOL LEGEND ELECTRICAL FIXTURES SHOWN ARE MEW UNLESS MOTEL) OTHERWISE. EXISTING ELECTRICAL FIXTURES AT EXI5TING AREAS TO REMAIN UNLESS INSTRUGTipD OTHERWI5E BY OWNER. DUPLEX OUTLET 0 RECESSED MOUNTED LIGHT FIXTURE DUPLEX OUTLET - 1/2 HOT ( RECE59ED MOUNTED LIGHT FIXTURE - FLUORESCENT DUPLEX OUTLET w/ GROUND FAULT INTERRUPTER 0w RECESSED MOUNTED LIGHT FIXTURE - M015TUREPROOF DUPLEX OUTLET sq/ ARC -FAULT CIRCUIT INTERRUPTER 0 SURFACE MOUNTED LfG-HT FIXTURE DUPLEX OUTLET w/ ARC -FAULT CIRCUIT FO WALL MOUNTED LIGHT FIXTURE INTERRUPTER - 1/2 HOT EXHAUST FAN - MIN. 5 AIR CHANGE5 QUAD OUTLET PER HOUR 220V OUTLET SMOKE DETECTOR WALL MOUNT 51N67LE 5WIT0H TELEPHONE OUTLET WALL MOUNTED THREE-WAY 5WITCH TELEVISION/CABLE OUTLET WALL MOUNTED FOUR-WAY SWITCH q Dc COMPUTER CONNECTION OUTLET ` HARDWIRED JUNCTION BOX BATHROOM OUTLETS SHALL BE ON A SEPARATE CIRCUIT FROM OTHER CIRCUITS. PROVIDE ARC -FAULT CIRCUIT -INTERRUPTED OUTLETS IN MEW BEDROOMS OR PROVIDE AN ARC -FAULT GfRGUIT-INTERRUPTED BREAKER FOR THE MEW BEDROOM OUTLETS. MANUFACTURED BY ELK WWO TIOM 1 (IC,-4514) OR GAF MATERIALS! {OORPORATION (1050 DER ) OR f,� \ EGUAL TO MATCH EXISTING I � � (E) 1. ALL ELECTRICAL WIRING TO BE COPPER (ALUMINIUM WIRING NOT ALLOWED), 2. FLUSH L16HT FIXTURES AT INSULATED G ILING5 TO BE ICT FIXTURES. 5. ONNER TO SELECT ALL ELECTRICAL FIXTURES. 4. REQUIRED ELECTRICAL OUTLET55WIT HES AND LIGHTB ARE SHOWN ON PLAN. CONTRACTOR TO VERIFY IF ANY EXISTING ELECTRICAL CAN BE USED IN ANY OF THE REMODELED ROOMS. 5. SMOKE DETECTORS ARE REQUIRED TO BE INSTALLED IN THE FOLLOWIMG LOCATIONS: 0) ON THE CEILING DIRECTLY ABOVE" THE 5TAIRNAY WHERE 5LEEPING ROOMS ARE ON AN UPPER LEVEL. b.) IN EACH 5LEEP€NG ROOM OF THE SECOND FLOOR. (5. IN MEW CONSTRUCTION, SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING SYSTEM AND BE EQUIPPED WITH A BATTERY BACK-UP. SMOKE DETECTORS FOR EXI5TIN6 MAY BE BATTERY OPERATED. 1. RECEPTACLES IN BATHROOM5 TO BE ON A 5EPARATE 20 AMP CIRCUIT. THERE SHALL BE A RECEPTACLE ADJACENT TO THE BA51N. a. LIGHTING FIXTURE5 IN5TALLED FOR GENERAL LIGHTING IN BATHROOMS SHALL NOT HAVE AN EFFICACY OF LESS THAN 40 LUMENS PER WATT. IF THE 15 ONLY ONE FIXTURE IN A KITCHEN OR BATH, IT TILL BE REGARDED AS GENERAL LIGHTING AND 15 SUBJECT TO THE STANDARD. FLUORESCENT LIGHT REQUIRED INSIDE BATHROOMS WITH WATER CL05ET AND LAVATORY. 10. RECEPTACLES PROVIDED FOR KITCHEN COUNTERTOP SURFACES SHALL BE SPACED 50 THAT NO POINT ON THE COUNTERTOP 15 OVER 24" FROM A RECEPTACLE. ISOLATED COUMTERTOF5 12" OR GREATER IN WIDTH $HALL BE PROVIDED WITH A RECEPTACLE. RECEPTACLES 5ERVIN6 COUNTERTOPS MAY BE NO MORE THAN 15" ABOVE THE COUNTERTOP. �€ CEILING CHANGE LINE 0 SHELF AND POLE AT CLOSET - SPEC. AS PER OWNER BENCH W/ 5TORA6E BELOW - SPEC. AS PER OMER ® SMOKE DETECTORS SHALL BE IN5TALLED WITHIN 5LEEPIN6 AREAS AND ADJACENT HALLKAY5. THE DETECTOR SHALL BOUND AM ALARM AUDIABLE IN ALL SLE PIN& AREAS. SMOKE DETECTORS SHALL BE "HARD HIRED" AND BE EQUIPPED WITH A BATTERY BACKUP IN MEN AREAS NBC 510.1.1) AND BATTERY OPERATED AT EXISTING AREAS. INSULATION NOTES. n PROVIDE R-15 BATT INSULATION AT ALL NEVI 2x4 EXTERIOR WALL5 (TYPICAL} PROVIDE R-50 BATT INSULATION AT ALL MEW FLAT CEILINGS (TYPICAL), 1. ALL NEA NINDONS SHALL BE VINYL FRAMED W DOUBLE 6LAZINC7 TO AINVONS t 3. • , OF 0.55 AND OF 0.65. 1. ALL HABITABLE ROOMS, BOTH AT EXISTING HOUSE AND AT MEW ADDITIONS SHALL HAVE COMFORT HEATING AT LEAST 10 DE6REE5 F (21 DE6REE5 C) AT A POINT 5 FEET ABOVE THE FLOOR. 2. BEE TITLE 24 E GY REPORT FOR HEATING $ COOLING LOAD CALCULATIONS. C - - - .- --- I EX15T€N57 2x4 57UD WALL TO BE REMOVED E= EXISTING 2x4 STUD WALL MEW 2x4 STUD WALL 1. WRITTEN DIMENSIONS TO PREVAIL OVER SCALE. 2. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 5. PLASTIC WATER PIPING 15 NOT ALLOWED. 4. OMER TO SELECT FLOOR COVERING. 5. HEATING CONTRACTOR TO PROVIDE LAYOUT FOR HEAT DUCTS 4 RESISTER SIZES. CONTRACTOR TO VERIFY THAT THE SIZE OF EX15T€NC F.A.U. WILL MEET THE CURRENT ORGY AND CODE REQUIREMENTS. 6. HARDWARE FOR DOORS, CABINET5, AND NINDOWS TO MATCH EXISTING HARDWARE OR BE COMPATIBLE. 1. ALL DOOR AND WINDOW MOULDINGS AND BASEBOARD TO MATCH EXISTING, $. ALL CABINET DESIGNS TO BE APPROVED BY OWNER. "I. PROVIDE 22" X 50" ATTIC ACCE55 OR MIN 22" X 50" ACCE55 FROM EXI5TIN6 ATTIC TO MEW ATTIC AREA TO MEET USG REQUIREMENTS. 10, ALL EXITS TO BE OPERABLE FROM THE IN61DE WITHOUT THE USE OF A KEY. 11. ALL MANUFACTURED DOORS AND WINDOWS SHALL BE LABELED AND CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION. 12. ALL TEMPERED GLASS IDENTIFICATION MUST BE ETCHED OR CERAMIC FIXED ON THE 6LA55 AND BE VISIBLE. 15. ALL 5HONER HEAD5, LAVATORY FAUGET5, AND 5INK FAUCETS SHALL BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION. �J Ii FRONT ELEVATION OPTION e 10 RIGHT ELEVATION SCALE.,11VI =1'-0" SECTION B SCALE: 1/40=11m SECTION C / PARTIAL LEFT ELEVATION s MATCH (E) 12 5 SECTIONA-A V BEDROOM 1i I ELEVATION KEY NOTES 11tEVISiC9NS BY f, BLDG. DEFT. . CORR. 5TUCC0 - COLOR 4 TEXTURE TO MATCH EXISTING A i1bfC5 0 Q ROOF1146 TO MATCH EXISTING ® 2x FACIA TO MATCH EXISTING I._. 2x BARGE L a G.1. 5TUCCQ 50REW ® 20'0 G.I. GABLE END VENT L.'_1 STUCCO FOAM TRIM ® TRACE OF i" X€5TIN6 HOUSE EXI5TIN6 MOUSE IO EXISTING ROOF 11 FINISH, GRADE (' Ai QJI E --s INA ru a) 4 O s. kICE I tn vl EXTERIOR ELEVATION NOTES t� I. ALL WEATHER-EXP05ED SURFACES SHALL HAVE A WEATHER- RESISTIVE BARRIER TU PROTECT THE INTERIOR WALL COVERING. (CBC 1402) 2. PROVIDE MOIST -STOP FLASHING AROUND ALL NEW YNIMOW5, DOORS AND OTHER OPENING5. LLI 5. PROVIDE BITUTHANE AT LOCATIONS SUCH AS INTE:R5ECTING EXTERIOR CONSTRUCTION SERVICES, SMALLER EXTERIOR SHELVES AND AT EXTERIOR PENETRATIONS. 4. EXTERIOR OPENIN65 EXP05EV TO THE AEATH R 5HALL BE FLASHHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. (CBC 1402) Ono* A 5. PROVIDE METAL FLA5HIN65 AND COUNTERFLA5HIN6 NECESSARY AND CUSTOMARY TO COMPLETE THE WATER AND M015TURE PROOF ROOFING A55EMBL (, FLA5HIN65 SHALL BE A «. � MIN. 26 GAUGE 6.1. PAINTED TO MATCH ADJACENT TILE AND/OR WALL COLOR. INSTALL ALL FLA5HINGS PER CHAPTER 15, 2001 CBC AND NATIONAL ROOFING CONTRACTORS (N.R.C.A) RECOMMENDATIONS FOR RESIDENTIAL APPLICATIONS. 6. PROVIDE 26 GA. G.1. FLASHING AND COUNTER FLA5HIN7 AT ROOF TO WALL CONDITIONS.ep.q '-` lqt INSTALL PER ROOF MANUFACTURER'S 5PEC5. (CBC W4) - 1. ALL ROOFING TILES, FLA5HIN65, VENTS AND ROOFING INSTALLATIONS SHALL CONFORM TO 2001 CBC AND LOCAL STANDARDS. 5. PROVIDE FOR A 4" OR 2" CLEARANCE FROM WEEP 50REW TO GRADE OR PAVED SURFACE RE5PECTIVELY. 01. PROVIDE SPLASH PAN5 TO PROTECT ROOFS INHERE CONCENTRATED RUNOFF DESCENDS TO LOWER ROOFS. 0 10. CONTRACTOR SHALL USE FIELD APPLIED JUDGEMENT IN LOCATING FLASHING, CRICKETS, DIVERTER5, ETC., TO FIN15H A COMPLETE AND CORRECT ROOFING INSTALLATION. I1. AT ALL EXTERIOR PLYWOOD SHEAR WALL5, PROVIDE 2-PLY, GRADE "D" (TOTALING) 6O MIN. BUILDING PAPER OVER PLYWOOD SHEAR WALLS AS NOTED ON FRAMING PLAN. COD Lu ON _--FRAMING SUCTION KEY NOTES lug ® NEW SLAB ON GRADE - SEE FOUNDATION PLAN ® 2x4 EXTERIOR STUD WALL 1-31 2x CEILING JOISTS -SEE FRAMING PLAN FOR 51ZE 2x ROOF RAFTERS - SEE FRAMING PLAN FOR 51ZE 2x RIDGE BOARD - SEE FRAMING PLAN FOR 5IZE 4x HEADER -SEE FRAMING PLAN FOR SIZE DRAWN a 4x WOOD BEAM P SEE FRAMING PLAN FOR SIZE E.O. CK CHECKED l"i R-I5 INSULATION AT ALL NEW EXTERIOR WALLS (T(PICAL) E.O. DATE R-50 INSULATION AT ATTIC CEILIN65 (TYPICAL) 612312005 SCALE 10 EXI5TING WALL TO BE REMOVED A5 NOTEFO €1 EXISTING AVE TO BE CUT BACK JOB NO. OLf VA5 I2 FIN15HED GRAD r SHEET mini qqr 3 6 Z005 41 si I 41-1� "j 1. ROOF SHEATHING: 1/2" STANDARD PLYW00D 5HEATHIN6 INDEX NO 24/0 WITH EXTERIOR GLUE, USE Sd MAILS AT 6" 0,0. AT ALL PLYWOOD EDGES, BOUNDARIES AND SHEAR WALLS, 12" O.C. FIELD, BLOCK ALL ED6E5. ALL LUMBER USED FOR STRUCTURAL PURP05E5 SMALL BE DOUGLAS FIR, SOUTH COAST REGION, GRADED IN ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU. ROOF 4 FLOOR BEAMS ...... .... - .... .,-...................................................................... NO. I ROOF4 FLOOR JOI5T5........................................................................................... NO.2 EXTERIOR WALL STUDS: LE55 THAN 10 FEET............................................................................................. STUD OR NO.5 GREATER THAN 10 FEET -................................................................................ NO. 2 INTERIOR PARTITION 5TUD5.............................................................................. STD. OR CONSTRUCTION BLOCKING OR BRIDGING........................................................................................... UTILITY F'05T5 $ HEADERS................-..............,-....................................._.,......................:. N0. 2 ALL 50LE PLATES AND WOOD THAT 15 LESS THAN 11/2" CLEAR FROM MASONRY OR CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR. EXCEPT MERE MORE STRINGENT REQUIREMENT5 ARE NOTED OR 5HOWN ON THE PLANS, WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE U,B.C. LATEST EDITION. ,� - •. � �, r --, r � :..ate# � EXISTING STRUCTURES SHALL BE REVIEWED FOR DIMENSIONAL AND STRUCTURAL CONFORMANCE YdITH THE PLANS BY THE CONTRACTOR PRIOR TO CONSTRUCTION. MAJOR DISCREPANCIES SHALL BE REPORTED TO THE DE5I6NER/EN6INEER. CONTRACTOR SHALL PROVIDE PROPER BRACING AND/OR 5HORING TO THE EXISTING STRUCTURE WHICH MAY BE REQUIRED DURING CONSTRUCTION. USE 51MF50N 5T6224 TO TIE-IN TO EXISTING TOP PLATES, EXISTING FOOTIN65 NEY� FOOTINC75 AS PER DETAILS AND SECTIONS 2. ALL FOOTIN65 SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. # r # 4. REINFORCING STEEL - INTERMEDIATE GRADE A40 AS PER A5TM A615. ALL BARS, SHALL BE DEFORMED. 6. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION (UNLE55 OTHERYVI5E NOTED) SHALL BE AS FOLLOWS: USE 5/& INCH DIAMETER ANCHOR BOLTS WITH i INCH MIN. EMBEDMENT IN CONCRETE. 5PACIN& NOT GREATER THAN 4 FEET D.C. NOR FURTHER THAN 12 INCHES FROM CORNERS (MINIMUM TY40 5OLT5 PER LIEGE), ALL INTERIOR BEARING AND NON -BEARING KALL TO HAVE 3/6" VIA. SHOT PINS AT 36" 0.0, 4 45"O.C. RESPECTIVELY (RAM5ET #334e� IC50 #114:1 OR AN APPROVED EOUAL). 1. SEE FOUNDATION PLAN/5HEAR WALL 5CHEDULE TO DETERMINE FURTHER BOLTING REQUIREMENTS. q. NO TRENCHES ON EXCAVATION 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON 15 REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER PERMITS. 10. ALL ANCHOR BOLTS SHALL HAVE A MINIMUM 51ZE OF a/S"(P AND WITH 2"x2"x3/16" THICK PLATE KASSHER5. EX15TING WALLS TO REMAIN - - - - EX15TING WALL5 TO BE REMOVED ,M NEW WALL5 1. ALL WOOD, BEARING ON CONCRETE OR MASONRY, SHALL BE PRESSURE TREATED FIR OR REDWOOD. 2. PLYVI FOR, FLOOR SHEATHIN& SHALL BECOX. USE EXTERIOR TYPE, MINIMUM 6RADE, 3. ALL BEAMS TO BE SUPPORTED WITH FULL BEARING AD SHALL HAVE SIMPSON PS's MINIMUM OR EOUAL, UNLE55 NOTED OTHERWISE_. 4. ALL NAILIW5 IS TO BE PEP, TABLE 23-11-B-I OF THE 14141-1 UNIFORM BUILDINs, CODE, NOTED w 5. TOP PLATES OF ALL STUD WALL5 SHALL BE (2) PIECES THE SAME SIZE AS STUDS. SPLICES TO LAP *-0" MINIMUM. i. 5TR)k,-TURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS 5FECIFICALL* DETAILED. i. PROVIDE 2x 50LID BLOCKING BETWEEN JO15T5, RAFTERS, AND TRU55E5 AT ALL %PPORT5. BLOCKING SHALL BE ON PIECE AND FULL DEPTH OF THE J015T OR RAFTER. DIRECTIONPROVIDE DOUBLE JOISTS UNDER PARTITIONS AND INALI-5 MICH ARE PARALLEL TO T1 ,O JOIST. ALL 1100D FRAMED STRUCTURES ARE TO BE CONSTRUCTED PER CHAFER 23 OF THE 1111-1 UNIFORM 13VILDIN6 CODE, UNLESS NOTED OTHE"ISE. PROVIDE 10. D.,RD J015T HAN6ER5 AT ALL J015T TO FLUSH FRAMIN6, UNLE55 NOTED • 1# ALL FLUSH FRAMED BEAMS TO BE HUNG FROM FLUSH FRAMING WITH SIMP5ON HUTF HANGERS, UNLE55 NOTED OTHERWISE. 12, PROVIDE 5IMP50N LB OR JB HANGERS AT FLOOR JOISTS TO FLUSH STEEL BEAMS (TAC-WELD), UNLE55 NOTED OTHERWI5E. 15. ALL HARDWARE 15 TO BE SIMPSON STRONG -TIE OR EQUIVALENT. ID T*rPE AND 5HEATHIN67 FRAMING SILL NA105 AII. 5hr Sill Dolt Sill Y1411 Frm'g@ MATERIAL E.N. F.N. ANCHORS STAG&.@r=lr. lb/Ft Dist. 5pacs Plote b.PI Edges 3/S" PLYY`1D, "STR. I" ad 6" A55 @ 16" fbd @ 6" 2w 5/3"@32" 2x 2x 2x 1 (PI 24/0) $ i2„ 15/32" PLYVdD. "5TR. 1" loci @ 6" A55 @ IV I6d @ 4" 540 5/5"@24" 2x 2x 2x L 32/1(o) 4121, 15/32" PLYNID. "STR. I" 10d ® 4" A35 e 12" I6d @ 3" 510 5/4*24" 3x 2x 3x 15/32" FLYVVD, "STR. 1" 106 @ 3" A35 @ 5" N/A 665 3/4"MI6" 3x 2x 3x (FL 32/1(o) $ 12" GENERAL NOTES: 1. ALL NAILS SHALL BE COMMON WIRE NAILS OR GALVANIZED BOX, 2. NAILS FOR PLYWOOD SHALL BE "PLYWOOD SHORT NAIL5." 3. ALL STUD5 SHALL BE SPACED @ 16" O.C., U.N.O. 4. PLYWOOD SHALL CONFORM TO PRODUCT STANDARD P51-85 AND SHALL BE BONDED W1TH EXTERIOR GLUE, 5. PLYY4000 PANELS MAY BE APPLIED EITHER VERTICALLY OR HORIZONTALLY, BUT ALL PANEL ED6E5 SHALL BE NAILED TO STUDS, PLATE-5 AND BLOCKING. 6. ANCHOR BOLTS SMALL BE EQUALLY SPACED AND LOCATED WITHIN 12" FROM END OF ANY SILL PLATE. 1. MERE PLYWOOD 15 APPLIED ON BOTH 51DE5/FACE5 OF WALL, PANEL JOINT SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER, OR FRAMING SHALL BE 3" NOMINAL SIZE. 5TA66ER NAILS AT EACH SIDE. S. 3x 5TUR51i@ 16" O.C. ARE REQUIRED MERE NAILS ARE SPACED @ 2" O.t (NAIL5 TO BE 11. WHERE ALLOWABLE SHEAR ARE GREATER THAN B50 P/r PROVIDE 3x FRAMING AND SILL PLATE AND STAGGERED NAILS ARE` SQUIRED (TABLE 23-11-1-1) (� z "C511 U.N.O. P400D POST AT NEW FOOTING, SEE PLAN 51MFWN `A5V UN.O. r-p6E AT EXISTING FOOTING NEW P15TANCE 4x P05T CONCRETE SLAB (E) ROOF SHT5.— DBL. TOP PLATE OR FOOTING 5IMP. 5T65224 STRAP HOLDOViN 2x STUD WALL B.N. TYP. @ NEW TO EXISTING PER PLAN r7/eI",P ANCHOR BOLT (SEE PLAN) YiALL (MT STRAP to If -711 10! CONC. SLAB 52 CONC. 14 2x FLAT CONT. vq/ AT CORNER AS E.N.SLAB I (5EE FLAN) EMBED. U.N.O. (SEE PLAN) EDGE OF 5LA.- (2) 1(od @ EA. RAFTER OR FOOTING < 6 ROOFSH 5�4EARAALL —#4 DOWELS If "AM OCCURS 5IMFSONSST5 ANCHOR 4 WHERE OCCURS @ 24" O.C. I" SEE PLAN PER SCHEDULE 3" CLR. MIN. FIN15HED GRADE E.N. A ZT- w 1 '57 150LATEP P05T 5A5E HHE (E) 051- TOP PLATE (N) 44 HO-1 i I I i-=F 5LK6. (E) WALL FRAMING SIMPSON "A-55" P 0 UR JOINT V400D POST-- EACH 5IVESTA66EREV WALL * DEEPEN FOOTIW-, AS REOV. i iffl i, (N) CONC. FOOTING;=1 1 1- SEE PLAN MSTA24 STRAP FRAMINrz, TO EMBED 55TB TOP SEE DETAIL (1) #4 TOP s (1) #4 SILL PLATE CONCRETESLAE, (E) ROOF RAFTER BOTTOM BAR F-T HOLDONN 50HEDULE SIMPSON E:-T:>CVE EMBEDMENT HOLDONN ANCHOR P05T CONNECTION V15TANCE 4 PHV2 5ST516 (10) e05 1-5/411 hLom P05T SASE PART OF MLL-(� PHLY5 55TB20 (14) 5D5 1-5/4" IVI VOYEL5 ARE NOT REQUIRED It"I 0 't 12" MIN. FOR MONOLITHIC POUR PHr1>a 55TB2g (24) 5D5 2-3/4'1 24" 17 TywraluAL P05 I BASE 13 u rumlAm FORAM11mint'i DhETAIL 9 200pol 'mALI ROOF SHEATHING PER PLAN 1/2" STRUCT. I PLYWOOD 2x ROOF JOISTS 2x CONT.SHAPED W (2) vq/ SIMP50N H25 Ibd @ EACH (E) RAFTER TO TOP PLATE E.N. (N) 2x R.R. PER 7-7- , 2x CEILING JOISTS @ PLAN 24" O.C. vi/ (5) 16d NAILS PLYM. SHT6. 2x RAFTERS 72x RAFTERS TO ROOF 11015T EXISTING NEW PEP, PLAN PEP, PLAN W SIMP50N A55 FA. B.N. CONCRETE 2x CRIPPLE SIDE @ 2x FLAT 2x BLOOKIN6 FOOTING P) STUDS @ 1611 O.C. 2x BLK6. A35F @ 16" O.C. FLUSH BEAM PER PLAN ROOF SHEATHING PER PLAN GEM -:Z: 9x O.J. PER PLAN E.N. 51MPWN A55 @ 24" O.C. (E) 2x R.R. 2x4 VFA2 STUDS (E) 2x 5TLV WALL @ 16, 0.0, MIN. MIN. (E) EAVE TO BE PLYWOOD 5HEATHIN6---------A REMOVED 2x RAFTERS WHERE OCCURS PER BLK(5. @ 46' O.C. 2x O.J. PLAN #4 EXPDXY VOML n/ 2x BLK6. v41 SIMPSON ET EPDXY 5IMP50N 5T22 1(od (o" O.C. PER 4,BO REPORT 45 @ 45" O.C. TO BM. STAGGER 8 5IMP50N LU5 14] 170 HANGER FLUSH BEAM PER PLAN B.N. DRILL AND GROUT DOWELS - EQ. EQ,16 INTO EXISTING FOOTING N1 ROOF SHEATHING 2x4 FLAT OUTRIGGERS PLYWOOD SIMPSON ET EPDXY SYSTEM ROOF RAFTER STRAP PER PLAN 52" O.C. SHEATHING (1050 #4,145) OR EOUAL NEW EXISTING BOUNDARY NAILING #4 VOMI-5 (L=24") 2x BLOCKIN (2) 2x T- @ 16" O.C. TOP PLATE 2x coNT. — SIMPSON H:2255 @ CONCRETE 5LAB� EXISTING, SLAB AND 521, O.C. - - - - - FASCIA CONTINUED FOOTING E.N. 5IMPS014 A35 @ I 6I' O.r U.N.O. DBL. TOP PLATE 2x FRAMING PLYWOOD SHEATHING P05T PER PLAN 450 OCCURS PER PLAN (2) 2x STUD OR 2x4 D.F.#2 STUDS BEAM PER PLAN SHEATHING WERE 16" O.C. (RAKED WALL) 1211 1 15_1 7 3 EXTERIOR ol 15# FELT 26 &A. 6.1. STUCCO BEAM PER PLAN SIMPSON M5TA24 @ WEEP SCREED N/ 1/4"0 INTERIOR 45" 0.6_ --B.N. HOLES AT 561, O.C. �FIN15H PLYWOOD ROOF SHEATHING (N) 4x POST PER PLAN 5IMP50N ABE BASE vil 1 5IMP50N "ABE" U.N.O. 71 AT EXISTING FOOTING 5/ef"O A.B. vi/ SIMPSON ET 5IMP50N 4" MIN, TO 6RAVE— EPDXY %1ICBO #4,445) 2" MIN. TO CONIC. 13044 (E) CONCRETE SLAB Al — ---------- ------ OR FOOTING 7r T 177- 17111 -7 7 M:Z= 4 IL (2) 2x4 .2x ROOF RAFTER W 2x4 4x4 POST COLLAR TIES @ 4e)" O.C. ATTACH vq/ (5) I&V NAILS TO 2x RIDGE 60. ROOF RAFTER IW wU&%O&O 0%&%REED 8 L20 16 Soi ta; tit; RAFTER TO RIDGE, 4 ST BASE (p (E) FTGN 20OP021 J U