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HomeMy WebLinkAbout10148406.pdfVICINITY MAP SCALE: N.T.S PROJECT LOCATION: 2212 N. FLOWER ST., SANTA ANA, CA. 92706 OWNER: KHANG NGUYEN 2212 N. FLOWER ST., SANTA ANA, CA. 92706 (714) 547-4115 BUILDING DATA: TYPE OF CONSTRUCTION: V-N OCCUPANCY GROUP: R-I LOT:--_--, TRACK: ____, MAP BOOK: — ASSESSOR PARCEL NO.: 001-201-03 LOT SIZE: 9000 SQ.FT (E) LIVING AREA: 1925 SQ.FT (N) ADDITION AREA: 382 SQ.FT TOTAL LIVING AREA: 2307 SQ.FT (E) GARAGE: 400 SQ.FT (E) DRIVEWAY: 1700 SQ.FT F.A.R = (2307+400+1700)/9000 = 48.97 % CODE CONFORMING: ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE 2001 CBC, CMC, CPC, CEC. SCOPE OF WORK: _ I. TO ADD NEW MASTER BED ROOM 382 SQ.FT. _ 2. RE -ROOF WITH NEW COMPOSITE ASPHALT SHINGLE PROJECT SHALL BE INVOLVED: FRAMING, PLUMBING, ELECTRICAL AND ROOFING. (E) HIP ROOF, WOOD SHINGLE, (E) CONCRETE DRIVEWAY TO BE REPLACED BY COMPOSITE ASPHALT SHINGLE. I 1 (E) LAUNDRY (E) KIT HEN EBATHx k (E) MASTER BED (E) DINING (N) ROOM ADDITION 21'xl8'-2" = 382 SQ.FT I I j' a�/` (E) R 2668 TO BE REMOVER %S (N) DOO 2668 -- --- — (E) LIVING 18' -2" I E B/2 _ E BED I -- i —,�7 (N) COMP. ASPHALT SHINGLE, (E) SLW 6020 TO BE REPLACED BY TO MATCH (E) (N) SLW 6040 22' -6" 21 ` Q •"n• PH SCALE: 1/8" = 1'-0" ffixmxsu�� — I. ALL MATERIALS AND CONSTRUCTION SHALL BE CONFORMED TO THE 2001 CALIFORNIA BUILDING CODE AND CITY ORDINANCES CURRENTLY IN USE. — 2. THE DEMOLITION SHALL BE DONE IN A SAFE, ORDERLY MANNER WITHOUT DAMAGE TO OTHER PARTS OF THE PREMISES OR ADJACENT PROPERTIES. — 3. CONTRACTOR SHALL PROVIDE AND MAINTAIN FIELD TOILET FACILITIES IN A SANITARY CONDITION FOR THE USE OF ALL WORKERS. _ 4. CONTRACTOR SHALL GUARANTEE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER COMPLETION, INSPECTION, AND ACCEPTANCE OF HIS WORK. — 5. CONTRACTOR AND/ OR SUB -CONTRACTORS SHALL VERIFY ALL INFORMATION AND DIMENSIONS ON DRAWINGS AND SHALL NOTIFY THE DESIGNER OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. Al 12' -3"# ., s i, 6 . C. 7 ifs s `ANA 1 T1WAP � �4144 r) 1 < w co c� I go MA 4' —+— — 7' co u W w {n M a' F- w w ry LIJ n d 0 u) n z d Uj z Uw v HOMEOWNER: KHANG NGUYEN 2212 N. FLOWER ST. SANTA ANA, CA. 92706 (714) 547-4115 SIGNATURE: I ©ATE: DESIGNER/CONTRACTOR: HUNG LE , LIC # 812009 11071 DUNE ST. NORWALK, CA. 90650 (562) 412-1818 SIGNA"t"URE: DATE: AC01EIPIT" CC' SIEPAPUATE:t mar , rills sw of t all Rasa aid tl is, Wlii w? 'o bs c tgpy h-W)ges Ce ll r ga 6 on same Without v3yez»0al ftom the c4 of Santa Ana. Tile -1riC Of this planand spc'! Caftns SHALL1k1ONOT tNa held to per nn1° nor bo �4To g4 'VJv rt$,¢ iIfffln fin 1 "sass a-v, mmm 2 CITY Y O SX : A A"N,A zz CD 06 u N_ ry t— tn 0111 z \° o LO z w ry Uj Ua z >D z w z tD in M 0 w \t 10 co • N 1� LO Do IE LEGEND SMOKE DETECTOR AMC W/ HOT WIRE & BATTERY BACKUP SMOKE DETECTOR DC W/ BATTERY BACKUP ONLY $ SINGLE POLE SWITCH 4�r 110-VOLT RECEPTACLE GFI GROUND FAULT CIRCUIT INTERRUPTER OUTLET AFi ARC FAULT CIRCUIT INTERRUPTER OUTLET CEILING OUTLET FIXTURE WALL OUTLET FIXTURE CEILING EXHAUST FAN FLUORESCENT FIXTURE IE HVAC REGISTER EXISTING WALL TO REMAIN = EXISTING WALL TO BE REMOVED NEW WALL 21' fry r, rf+�-n,n ni nnwir, y EXISTING Q SCALE: 1/4" = 1'-0" 9� 0 10 0 co J (n LLI I Q _1. PROVIDE APPROVED NON -REMOVABLE BACKFLOW PREVENTION DEVICES ON HOSE BIBBS PER UPC SECTION 602.3. _2. ALL NEW GLASS WINDOWS SHALL BE THE SAME STYLE WITH EXISTING GLASS WINDOWS AND BE DUAL PANE. _3. PROVIDE 112" THK. MOISTURE AND WATER RESISTANT GYPSUM PANEL IN BATH ROOM WALLS. _4. PROVIDE A SMOOTH, HARD, NON -ABSORBENT SURFACE TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE SHOWER OR TUB/SHOWER COMBINATION. MATERIALS SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY MOISTURE. (SEC. 807.1.3., UBC) _5, THE DWELLING UNIT WILL BE PROVIDED WITH A COMFORT HEATING SYSTEM CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 70OF AT A POINT 3'-0" ABOVE THE FLOOR. (SEC. 310.11. UBC) ;��?� SHOWER HEAD SHALL BE OF WATER -CONSERVING TYPE, MAXIMUM AW RATE OF 2.5 GPM AT 80 PSI. _7. FAUCETS ON LAVATORIES SHALL HAVE A MAXIMUM FLOW RATE OF 2.5 GPM AT 80 PSI. _8, WATER CLOSET SHALL BE OF LOW -CONSUMPTION, RATE 1.6 GALLON PER FLUSH. ELECTRICAL NOTES: _I. ALL WORK AND MATERIALS SHALL CONFORM TO LATEST EDITION E OF ALL APPLICABLE CODES, INCLUDING NATIONAL ELECTRICAL CODE, NEC, OR UL, GOVERNMENTAL REGULATIONS, AND LOCAL UTILITY COMPANIES. _2. PROVIDE WEATHER-PROOF GFI RECEPTACLES FOR EXTERIOR SERVICES AS SHOWN. _3. SMOKE DETECTORS: INSTALL HARD -WIRED DETECTORS WITH A BATTERY BACK-UP. _4. PROVIDE AT LEAST TWO RECEPTACLES ON ATTIC, ONE FOR HVAC AND SERVICES ATTIC: NEW HORIZONTAL ROOF AREA: 382 SQ.FT ATTIC VENTILATION AREA: 382 / 150 = 2.55 SQ.FT AREA OF 3 INCH DIA VENT HOLE = 7.07 SQ.IN = 0.049 SQ.FT. 2.55 SQ.FT/ 0.049 SQ.FT = 52 VENT HOLES i BLOCK = 3 HOLES 52 VENT HOLES / 3 = 18 BLOCKS l9lownflok A 08-a-moMm", SCALE: Ito" = 1'-0" w u z 0 H H w o LT � U Z w N � Ecq —i cn OD uCQ D ::i ry c/) t\j Z 0 U 0 - Z W U fZ Lj C11 _Z t7 Z W Z cD W W 0 J oD 10 a> e � D ,> � -: VVI 1014 9 ,pa S 5/8^ 0A x |U^ LG ANCHOR BOLT @32^ O.0 FLOOR, C0NCRETESLAB 4^THK. / hxb-|O/|OWWM. 2^SAND BED, hM|L VAPOR BARRIER FOR EXPANSIVE SOIL. 5/8^Di4x|O^LGANCHOR BOLT @ 32"O.0 � | | | | / | | / | SCALE: 1//+" 1'-0" SHEAR WALL SCHEDULE WALL SHEATHING EDGE FIELD FRAMING CONNECTION AT ANCHOR BOLTS SILL NAILING TO CAPACITY MARK NAILING NAILING MEMBER TOP PLATE WOOD FLOOR (PLF) PLYWOOD (�h PLYWOOD PLYWOOD PLYWOOD PLYWOOD STRUCTURAL WALL FRAMING NAILING REQUIREMENTS TYPE OF CONNECTION NAILING METHOD QTY REQD NAIL SIZE COMMENTS BOTTOM PLATE TO STUD END -NAIL 2 12D/ 16D OR 4D TOENAIL BOTTOM PLATE TO JOIST FACE -NAIL - 12D/ 16D 16" O.C. DOUBLE STUDS FACE -NAIL - 12D/ 16D 24" O.C., STAGGER TOP PLATE TO OVERLAP AND- FACE -NAIL 2 12D/16D - INTERSECTION HEADER, TWO PIECES FACE -NAIL - 12D/16D 16"O.C., STAGGER ON EDGE ONE -INCH DIAGONAL BRACING FACE -NAIL 2 8D TO EACH STUD AND PLATE STRUCTURAL CEILING FRAMING NAILING REQUIREMENTS TYPE OF CONNECTION NAILING QTY NAIL COMMENTS METHOD REQD SIZE CEILG JOIST TO TOP TOP PLATE TOENAIL 3 8D CEILG JOIST TO LAP AT PARTITION FACE -NAIL 3 12D/ 16D STRUCTURAL ROOF FRAMING NAILING REQUIREMENTS TYPE OF CONNECTION NAILING METHOD QTY REDD NAIL SIZE COMMENTS RAFTER TO TOP PLATE TOENAIL 3 8D - RAFTER TO PARALLEL CEILG JOIST FACE -NAIL 3 16D - RAFTER TO HIP VALLEY RAFTER TOENAIL 3 8D - ONE -INCH COLLAR BEAM TO RAFTER FACE -NAIL 3 8D - TWO-INCH COLLAR BEAM TO RAFTER FACE -NAIL 2 16D - FRAMING NOTES: _ |. ALL FRAMING TOCONFORM T0CHAPTER |hUBC _ 2. ALL NAILING TO CONFORM TO TABLE 23-11-15U8C. -3. STRUCTURE LUMBER: DFL NO. 2 OR BETTER. THIS INCLUDES 4^THK. ORTHICKER AND 8^ WIDE OR WIDER. GLULAM 8EAMSA||C 117 24FV4. NO CAMBER U.O.N. 8UBM|T/VTC CERTIFICATIONS TO BUILDING DEPARTMENT PRIOR TO ERECTION. EXTERIOR BEAMS TOBE TREATED. -4. SILL PLATES: FOUNDATION REDWOOD 0RPRESSURE TREATED TIMBER. -5. WALL STUDS: 2X4 STUD UP TO 10 FEET HIGH; 2X6 UP TO |b FEET HIGH; 2X8UpTU22 FEET HIGH (|h^ 0.C.) _h. NOTCHING Or STUDS SHALL NOT EXCEED 2596 OF THE WIDTH IN BEARING PARTITIONS; 40 960FWIDTH IN NON -BEARING PARTITIONS. _ 7. BORED HOLES IN STUDS SHALL NOT EXCEED40 % OF VV|DTM IN BEARING PARTITIONS; 6096 OF WIDTH |NNON-BEARING PARTITIONS. _ d. BORED HOLES MAY NOT BE LOCATED NEARER THAN 5/8^ TO THE EDGE OF THE STUD AND MAY NOT LOCATED IN THE SAME SECTION OF THE STUD 434 CUT OR NOTCH. -9. PROVIDE DOUBLE FLOOR JOIST UNDER ALL PARALLEL NON -BEARING PARTITIONS. _ |O. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER ALL BEARING WALLS. SEE DETAIL 3/A4 Im SEE DETAIL 3/A4 *EXISTING SHEAR NOTES: (UNLESS OTHERWISE NOTED) _LALL NAILS ARE COMMON NAIL. _2.WALL STUD @|h^O.C.MAXIMUM. -5. CODE MINIMUM TWO (2)ANCHOR BOLTS PER PANEL. -4. CODE MINIMUM |ho SPN @ 16^ O.C. AT CONNECTION TO WOOD. -5. WHERE DOUBLE 2xSILL PLATES ARE USED, PROVIDE PROGRESSIVE NAILING. -h. ALL EXTERIOR WALLS TO BE SECURED WITH 5/8^ D|AANCHOR BOLTS BY |U''LONG WITH PLATE WASHER 2^x2^x5/16^ THK. 4T40^ O.C. WITH 7^ MINIMUM EMBEDMENT INTO FOOTING. _ 7. ALL INTERIOR WALLS TO BE SECURED WITH SHOT -PINS, R4MSET #5348 (OR EQU|V.)@3b^ O.C. AT BEARING WALLS AND48` O.C. AT NON -BEARING WALLS. -8. 5/8^ D|44MCH0R BOLTS MAY BE REPLACED BY 5/O''D|4THREADED ROD, 4^MINIMUM EMBEDMENT INTO CONCRETE, CLEAN, THEN BOND WITH EPDXY 3|MP3ON ET22 (OREQU|V.). |C80REPORT #4945; SPECIAL INSPECTION REQUIRED. _V. WHERE SHEAR WALL ELEMENT INSTALLED ONBOTH SIDES, THE SPACING FOR THE ABOVE TOP ANCHORAGE AND SILL CONNECTION SHALL 8EHALF SHOWN ABOVE. _ 10. PROVIDE A MINIMUM OF 1/2^ EDGE DISTANCE FOR NAILING ATTHE 3xBOUNDARY AND PANEL EDGE MEMBERS OFTHESE WALLS. ROOF DIAPHRAGM SCHEDULE: _ |. SHEATHING: PLYWOOD 112^ AP4RATED. SPAN RATING 32/16' EXPOSURE | - 2. NAIL Ro@b^ O.C. AT EDGES AND 12^ O.C. AT INTERMEDIATE SUPPORTS. f[)UNDATi[>N * 51TEVVORK: - L DESIGN OFFOUNDATION |3BASED UN CLAY, SANDY CLAY, SILTY CLAY AND CLAYEY SILT WITH ALLOWABLE BEARING VALUE OF |OOPSFPER TABLE 18'1-4OF U.B.C. - 2. CONTRACTOR SHALL VERIFY TYPE OF SOIL 0NSITE, HE SHALL INFORM THE ENGINEER IF SOIL ON SITE IS INFERIOR THAN THE ASSUMED SOIL TYPE. _ 3. SOILS WITH AN EXPANSION INDEX GREATER THAN 20 SHALL NOT BE USED AS FILL SUPPORTING FOUNDATION FOR STRUCTURE. -4. FILLS AND B4CKF|LLS SHALL BECOMPACTED TO9O % OF MAXIMUM DENSITY. -5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND BRACING NECESSARY T0SUPPORT CUT AND/OR FILL BANKS DURING EXCAVATION, AND FORMING AND PLACEMENT OFCONCRETE. -6. CONCRETE SLAB SHALL BE c^ THICK WITH b^xO^. #|O/#|UWELDED WIRE MESH OVER 2^SAND OVER bMIL V/8QUEENOVER 2^SAND. _ 7. ALL H0LDOVVN ANCHORS AND POST BASES SHALL BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION. C[)@CRETIf/ - i UNLESS OTHERWISE NOTED ON PLANS, CONCRETE SHALL HAVE 4MINIMUM COMPRESSIVE STRENGTH OF 2500PS! }N28DAYS, _ 2. CEMENT SHALL CONFORM T04STM C'150. TYPE V. P,FiK]F[)RC{KjG/ _ |. REINFORCING STEEL SHALL BE DEFORMED STEEL CONFORMING TO THE REQUIREMENTS 0FASTMA-b15GRADE 4} _2. MINIMUM COVER FOR CAST IN PLACE CONCRETE SHALL BEAS FOLLOWS: AdPOURED AGAINST EARTH .................................... JINCHES a./WALLS EXPOSED TOWEATHER: #5AND SMALLER ........................................... 2 INCHES #hAND LARGER .... 1.5 INCHES _ 3. BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BOND. -4. MINIMUM LAP Of REINFORCEMENT SHALL BE 40 84R DIAMETERS. LAPMORZON[4L BARS AT CORNERS AND INTERSECTIONS. SCALE: |/L" 1'-0" NEW 40 EXISTING SCALE: 1/4" 1'-0" mCJ � �� � � |p� SAME AS (E) 13'-4" (E) CHIMNE (N) ASPHALT SHINGLE Z& (N) STUCCO, TO MATCH (E) El (E) SH 3020 (E) SLW 6020 TO BE REMOVED; (N) SLW 6040 9 (E) SLW 80400 (E) WOOD SHINGLES TO BE REMOVED; (N) ASPHALT COMP. SHINGLES. A2 E (E) SH 3020 I I (E)STUCCO NEW EXISTING LEFT ELEVATION (VIEW LOOKING NORTH) ni SCALE: 1/4" = 1'-0" FRONT ELEVATION ,VIEW LOOKING WEST) SCALE: 1/4" = 1'-0" (E) SLW 8050 J (E) STUCCO (E) WOOD SHINGLE TO BE REMOVED; (N) ASPHALT COMP. SHINGLE f 2 \ �-L -,l'U -1—�4,41u, i l I� — I I-i i l i I I �, i (E) SH 3030 ) SH 4050 I (E) STUCCO (E) SH 2O30 I - L 5 �� (E) FIXED GLASS I'-0"x3'-0" �(E) STUCCO ' EXISTING NEW RIGHT ELEVATION (VIEW LOOKING SOUTH) SCALE: 1/4" = 1'-0" (E) CHIMNEY i tom` r (E) SH 3020 Oil ii#' = (E) WOOD SHINGLE TO BE REMOVED; (N) ASPHALT COMP. SHINGLE A (E) SLW 8060 Al NEW STUCCO: 1. 3/8" EXTERIOR PLYWOOD OVER STUD. 2. BUILDING PAPER FELT, 2 LAYERS. 3. EXPANDED GALVANIZED METAL LATCH. 4. SCRACH COAT (3/8" THK.). 5. BROWN COAT (3/8"-1/2" THK.). 6. FINISH COAT (1/4" THK.). A2 NEW ASPHALT SHINGLE ROOF: 1. ASPHALT SHINGLE ROOF, UL CLASS A FIRE AND WIND RESISTANCE RATING. 2. TWO (2) LAYERS OF UNDERLAYMENT, #15 ASPHALT SATURATED ASBESTOS ROOFING FELT. 3. 1/2" THK. EXTERIOR PLYWOOD ROOF SHEATHING. (N) SLW 6040 EXISTING NEW REAR ELEVATION (VIEW BOOKING EAST) SCALE: 1/4" - 1'-0" r—(N) ASPHALT SHINGLE I (N) SLID 6068 Al (N) STUCCO, TO MATCH (E) A2 (N) ASPHALT SHINGLE 5 w Z z o Q Z W W u z W M-� W W Q C`- Nrn CIO z w Z W H C14(14 Cn 9.1 (E) CHIMNEY A -(N) STUCCO, TO MATCH (E) C P4 z co 0 00 C> cV Of O U) N z © v 1 W Of w W z w f z ID U) w 0, 00 N\j o IN a� U Z (N) 2X4 BLOCKING @ 24" O.C. 2x RAFTER NAIL 2-16D TO (E) CEILG JOISTS a (E) 2X CEILING JOISTS CIO EXTERIOR ROOF SHEATHING � a � 4'-0" MIN. 2x STUDS @ ib" O.C. A35 @ 32" O.C. OR PER S.W. SCHEDULE 5/8" DIA ANCHOR BOLT AND A C W o w PLATE SQ. WASHER 2"x2"x3/16" THK. N B.N. EMBEDMENT 7" MIN. IN CONCRETE. x o 16-16D AT SPLICED 2x BLOCKING EQUAL SPACING ALTERNATE "MST27" STRAP (LARR # 25119) (N) 2x PRESSURE TREATED SILL PLATE (N) 2X4 TOP PLATE (E) CEILING DRYWALL � • • NAIL I6D TO BLOCKING w ® 6x6-10/10 WWM (N) 112" GYPSUM BOARD FINISH GRADE H r A 4" CONCRETE SLAB 2x CEILING JOIST 2-2x TOP PLATE MIN. • w 4-16a 6" {N) 2X4 STUD @ ib" O.C. 2-2x TOP PLATES �jL i�� { I (N) 2X4 S@ 1 PLATE z NAIL 2-16a TO BLG @ 6" O.C. (E) SUB -FLOOR EXTERIOR WALL SHEATHING 2x STUDS BELOW SPLICE NAT. GRADE �I ! I_I I I' 2"SAND BED i2" 6 MIL VAPOR BARRIER #4 TOP & BOTTOM ^00Wtin 2x STUDS @ 16" O.C. (E) 2X FLOOR JOISTS O h (N) 2x8 ADDED TO SUPPORT FLOOR JOIST W tf5 (N) 2X6 BLOCKING @ 16" O.C. 0+ 12 USE SIMPSON "HUS" HANGERS TIE TO FLOOR JOISTS. L� o Zw SCALE: SCALE: SCALE: SCALE: W N I T ,�_ DOUBLE TUP PLATE SPLICE ��_ _ „ FOOTING,EXTERIOR WALL {I 1Q (N) PARTITION � (E) FLR �14,��,,_ot1 ZN"AFTER. & CEIL�.�`r JO S 3/4 -1-o 3/4 -i a 7 3/4 � o F-1 N cool 2x VALLEY BOARD NOTCHED AS REQD. NAIL 3-16D PER RAFTERS. PLYWOOD SHEATHING NOTCHED AS REQUIRED, �/� GALVANIZED FLASHING CONTINUE PAST 2x BOARD. ( j PLYWOOD SHEATHING NEW � ° � EXISTINCT ---- (N) GALVANIZED FLASHING {E} SUB -FLOOR (N) 2x CALIF. FRAMING #4 DOWEL @ 24" O.C. DRILL 1/8" OVERSIZED HOLE INTO (E) CONCRETE. CLEAN BY AIR BLOWING. (E) FLOOR JOIST BOND BY SIMPSON EXPDXY-TIE ADHESIVE. 2x BLOCKING 0 ROOF RAFTER 0 {E} CON. FOOTING P4 SCALE: VALLEY SCALE: SCALE: sCAL_E: 1, f,_ait CALIFORNIA FOOTING @ ��) �ALL3/4 „ 3/4 3/4_ / 4x STUD DEPTH ------► SIMPSON "HD" & STAB BOLT PER PLAN 00 SIMP. "ST6224" AT B.N. Q � o° 2x P.T SILL PLATE EVERY SECOND RAFTERS NAIL 28-16D ry BOLTS & SPACING --.— PER MFG. SPECS. TOP ON CONS. SLAB � .-. cn \D EMBED LINE #4 REBAR AS READ FOR SSTB J" MIN z Lo t� ROOF SHEATHING _i 3" MIN �.,,. Z u 5" MAX 51 1 ui 4. - - .a -SEE PLAN ui z C SSTB28 ' I— _ . —{{ tt g LLJ z -1 1 -I- \ i z 3" MIN w 3" CLR MIN, 5" MIN a A A 2x RAFTERS, 2x RIDGE BOARD 4";t 2-16D TOE -NAILS TO RIDGE BD. F'C = 2000 PSI MIN. SSTB I.C.B.O. #4935 LARR #25152 HD2Ai i i i !iA Did 3111 28" HDIOA �M U I IDENTIAL wage I of') CF-111 CERTIFICATE OF COMPLIANCE: RES- Prcject Title 0t'*Lr1G(0 Building 11crillit t Project Address out-3 Plan Cheel, 1 Dale Telephone ---------------- Documentation AuthorFicldClteck; Date Compliance Method (Package or Computer) Climate Zone GENERAL INFORMATION Height: a ft Total Conditioned Floor- Area Average Ceiling Conditioned Slab Floor Area Building Type: V'- Single Family Addition Multi-Famil% Existing -Plus -Addition (check one or more) Front Orientation: North . !South/Oast West! All Orientations (111plit from orientation in degrees from True North and circle one) Number of Stories Number of Dwelling Units: Floor Construction Type: CSla�772tse�Vl6c, `(circle one or both) RRIER required�Lniate zones 2. 4. 8-1 Required for this submittal— Yes R DIANT BA BUILDING 0111.9" ",INSULArioN, Component Frame Type Cavity Sheathing Total R- Asserlibiv Location *,Comments Type wd = wood Insulation Insulation Value' U-Factor) (attic. garage. typical. etc.) stl = steel R-Value R-Value Wall R- V Wall Roof Wt V Roof Floor Floor Slab Edge tie For mscri rive com #lance. Tota# R-Value and Ass+:mltl+t=-Factor art not rc aired ror s +voctd-f anted +wall that niter; t:avit+ FENESTRATION Shading Devices Fenestration Cirien- Area Fenestration FenestrationExterior Overhangs' #/TyRe/Pos. tation (ft SHGC Shading Att. Fins Front Front Left I. Left T8 Rear Rear Right Z. Right Skylight Skylight 4- 1s9 '10 nce rorms 3. X OL C41 r -5 r N to Z 7- August 2001 CERTIFICATE OV COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF-111 0 Date Project Title 14NIAC SYSTEMS I leating, Load. III Note: iiiptitii\droiiico"c()iiit)iiied lwdronicdata tinderWaterlicalin-,-, S. stell except DeSiL Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (furnace. neat EfficiencY Location Piping Thermostat Configuration R-Value Type {split or packasw) (At"(!['. or 11SPF) (sjucls. attic. etc.) Duct Pleat. Pump Coolin- Equipment Minimum Location Duct Thermostat Confiouration z Type (air cond itioner. EfficiencY R-Value Type (split or riackaae i heat pump. era 's, cooling) (SEER) sank. etc SEALED DUCTS and TXVs for Alternative Measures) SealedDucts (all climate zones) (Installer testing and certification and HERS rater field verification reqUired) TXVS. readily accessible (installer testing and certification and HERS Rater or fieldverification required ) Refrigerant ChargefAir Flow (climate zones 2and g-15 onl\ ) (installer testing and certification and HERS Rater or field verification required) OR Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Climate Zone Window SHGC window U-Factor SEER Heating NVATER HEATING SYSTEN4S Energy' External Rated' Tank Factor or Tank Water Heater Distribution Number Input (KW Capacity Recovery Standby' Insulation TvDe Two in System (eallorts) Efficiency Loss 0/o) R-Value i, For small gas storage water beaters (rated inputs of less than or equal to 74000 Biti/lit), electric resistance. and heat pump water heaters. list EnerL\ \ Factor. For large gas storage water heaters (rated input orgreater than 75.000 Btu/hri. list Rated input. Recover Efficiency and Standk Loss For instantaneous gas water beaters. list rated input and recovery efficiencies. SPECIAL F add extra sheets if necessarv). Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers ill Section 8.13 of tile 2001 Residential Manual). Package C: thermal mass (thermal mass type. covering. thickness. and description). A-3 once Forms August 2001 O U.1 W J LQ Us ", z - - z (M V, Z E -Z3 ls S Ix C.2 A t 5 so (J,4; 2 s- C- Z; 'a 0 cis U 0 E U C, 5 a v co 1, Z5 '= Cis -E 0 7i so IZZ Z v4 Q 5 -U R U I- c uOVm 40 co . u 'a = Q ;, is ti. 12. 0 (A w Q Is Ell E 7 z- E ;j7 1, 72 iRw. tz m C. 72 m r- so 4; z.: J E 7U t; g 5 1 C; 7 "S �9 "01 -is tA oil Cl -a Cl m 'n 11, ,ti ro Z; > !l M S 55 E4, - -,:s Z ss Q6 v, X -33 7� i�� �g yJ.ri r ell -a C, A. z: -aa �U 7, E cs c, EL E 0 0 4,) so = �: sf% "s crO is R)V. 12 . 747 -6 —9-6 W 41 4 E w < 4, ,terlz ce V E co v S. E U EE � . U - :R 2 E JR F,,- 6 t> c=0 G. co W E In z & v), Y. R CO *;; c> ;;l 460 4:11 0 = = 0 so V) Pi L V- 00 04 171±- -E E 45 r Z= Cis 2 7- 55 5 Lu C -2 5:5 E .0 E t '4 E c 5 7- COLIPLIANCE STATE1_11ENT This certificate of compliance lists the building features and performance specifications needed to comPIN With Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulot I iols to implement with overall design responsibilit\ - When his certificate e has been signed by the individual w them. This certificate plan to be built in multiple orientations. any shading feature that of compliance is submitted for a single building. P . at compliance usin-al C� e &Inl is varied is indicated ill the Special Feat ures/Remarks section. o hndrsoduct sealin,g and TXVs requires installer testing and certificatin and field' ve rification by all approved HERS rater. Owner (per Business and Professions Code) Documentation Author (Designer 0) Name� Name: Title"Firm: Title!Firm: Address: Address: Telephone: 5-o,) �J- Telephone: � �Gz, 01 0 I�Plwll (signature) (signature) Enforcement Agency Name: Agenc-- Telephone: (date) (signature! stamp) pliance #-orrns August 2001 tJ 0 7- < 01, Is V. -T < ILI < 53 < oil ce E .2 00 Vs 8 1U < oil 01) 0 "a 0 e-4 05 rs > Oil E M 0 A < -5 t z 8 E cz Q A V 5 P vo Z 2 :2 I=- Vs •z Cq E �5 �0 CL fe at of, 72 V!s n -0 -6 C- L. t,, Q oil 4.0 0 �r- 0 3� 2 C- wC> E 7;Ct U r- oil C- = 4J 2 03 61 rJ 2 > 1-0 LL- LA Ui .0 at �'i = �n oil V; W, E ch W = — .. 0 V 0 tLz 0 W LU ;-� ,l U C3 Cn> Or, 2 su 0 �5 �5 4, < V) -8 (J = -,, l!2 'i 4 'r; 6 04 VA z I ,A ",*dW 0.- 1 415 lot Nn Z 0 00 Z-0 U C\J W (\J \0 L0 0 Q) -J W W W z U z W I Z (D U) W n \10 CrJ 00 DU) Co