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Home My WebLink AboutOC_RS982477 - CalcsJTL DESIGN & ENGINEERING R 20351 Irvine Ave. Suite 92 15 Santa Ana Heights, CA 92707 �/ Tel: (714) 545-8470 Fax: (714) 545-8446 Cover sheet of . STRUCTURAL CALCULATIONS FOR PROJECT: June e Richard Cbao's residence Retaining wall design at stair well PROJECT NO: 98-AO60C PROJECT ADDRESS: 15 Sailcrest Newuort Coast Califomia "Pelican Crest" CLIENT June & Richard Chao ADDRESS: 14 Hexham Irvine, Califomia 92614 DATE: Jan. 5. 1999 V jk FESS/py C-3 TAR iy 4G�Fy� C m "' C 35023 m Exp. 9 99 z} �TqT �P F CALIF ��AN , 3 I WIN= Irmoi JTL DESIGN & ENGINEERING 20351 Irvine Ave. Suite 42 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 June & Richard Chaos residence Retaini zy wall design 15 Sailcrest Newport Coast, California Design criteria TYPE 1 RETAINING WALLS (located at stair well) Soil pressure (equivalent fluid pressure) Passive Friction coefficient Soil bearing Concrete Reiinforcing steel Masonry (CMU) Grout Date: Jan.S 1999 Job No: 98-A060C By P L Sheet No: R - 1 68 pd for free standing at top and restraint at base 250 psf per ft 0.3 1800 psf f c= 3000 psi at 28 days fy= 60000 psi fm = 1500 psi 3000 psi TYPE 2 RETAINING WALL(located at stair well) Soil pressure(EFP) 68 pcf for restraint at both top and base Remainders are the same as type 1 NOTES 1.All retaining wall shall be solid grout with special inspection. 2.The geologist and soil engineer shall review the retaining wall drawings and Shall inspect the retaining wall footing excavation and compaction. JTL DESIGN & ENGINEERING Date: Jan5. 1999 20351 Irvine Ave. Suite 92 Job No: 98-AO60C Santa Ana Heights, CA 92707 By P L Tel: (714) 545-8470 Fax: (714) 545-8446 Sheet No; w - June & Richard Chaos residence retaining wall design Mr.& Mrs Richard Chao's residence RW H=149:)l JOB NO. 98-AO60A RETAINING WALL DESIGN..... STANDARD RETAINING WALL ------------------------------------------------- RETAINING HEIGHT (ABOVE LOWEST GRADE) = 16.25 FT. DEPTH TO BOTTOM OF FOOTING = 36.00 IN. LENGTH OF HEEL = 68.00 PCF ACTIVE SOIL PRESSURE _ ALLOWABLE SOIL BEARING PRESSURE = 1800.00 PSF ADDITIONAL VERTICAL LOAD ON WALL = 1800.00 PPF FOOTING STABILITY CHECK WITH FOOTING WIDTH = 12.50 FT DIST. TOE TO RESULTANT = 5.70 FT.> B/3 SOIL BEARING =1765.56 PSF < ALLOWABLE SLIDING RESISTED BY RESTRAINT AT LOWER GRADE REINFORCEMENT DESIGN FOR 24.00 INCH BLOCK WALL WITH: ---------------------------------------------------- DEPTH TO REINF. = 2.50 IN. FM = 1500.0 PSI INSPECTION REQUIRED MOMENT AT BASE OF WALL = 55.68 FT KIPS/FT AREA OF REINFORCEMENT IN WALL = 6.23 SQ.IN./FT SHEAR AT BASE = 38.09 PSI < ALLOWABLE = 42.60 PSI MOMENT IN FOOTING AT FACE OF WALL = 38.42 FT KIPS/FT REINF. IN 15.0 INCH THICK FTG = 1.44 SQ.IN./FT <DONE> if FORCE ARM MOMENT (LBS) (FT) (FT,LBS) W1 4148.0 8.50 35258.0 W2 1906.3 6.25 11914.1 W3 750.0 3.75 2812.5 W4 3774.7 12.50 47183.9 W5 5100.0 11.00 56100.0 RACT11324.1 -6.08 -68888.4 DIST. TOE TO RESULTANT = 5.70 FT.> B/3 SOIL BEARING =1765.56 PSF < ALLOWABLE SLIDING RESISTED BY RESTRAINT AT LOWER GRADE REINFORCEMENT DESIGN FOR 24.00 INCH BLOCK WALL WITH: ---------------------------------------------------- DEPTH TO REINF. = 2.50 IN. FM = 1500.0 PSI INSPECTION REQUIRED MOMENT AT BASE OF WALL = 55.68 FT KIPS/FT AREA OF REINFORCEMENT IN WALL = 6.23 SQ.IN./FT SHEAR AT BASE = 38.09 PSI < ALLOWABLE = 42.60 PSI MOMENT IN FOOTING AT FACE OF WALL = 38.42 FT KIPS/FT REINF. IN 15.0 INCH THICK FTG = 1.44 SQ.IN./FT <DONE> if JTL DESIGN & ENGINEERING Date: Jan.5, 1999 20351 Irvine Ave. Suite 42 Job No: 98-A060C Santa Ana Heights, CA 92707 BY P L Tel: (714) 545-8470 Fax: (714) 545-8446 Sheet No: R -[L June & Richard Chaos residence retaining wall design Mr.& Mrs Richard Chao's residence RW H=14 JOB NO. 98-A060A RETAINING WALL DESIGN..... STANDARD RETAINING WALL ------------------------------------------------- RETAINING HEIGHT (ABOVE LOWEST GRADE) = 15.00 FT. DEPTH TO BOTTOM OF FOOTING = 17.25 FT. LENGTH OF HEEL = 36.00 IN. ACTIVE SOIL PRESSURE = 68.00 PCF ALLOWABLE SOIL BEARING PRESSURE = 1800.00 PSF ADDITIONAL VERTICAL LOAD ON WALL = 1800.00 PPF FOOTING STABILITY CHECK WITH FOOTING WIDTH = 11.75 FT DIST. TOE TO RESULTANT = 5.36 FT.> B/3 SOIL BEARING =1753.94 PSF < ALLOWABLE SLIDING RESISTED BY RESTRAINT AT LOWER GRADE REINFORCEMENT DESIGN FOR 24.00 INCH BLOCK WALL WITH: ---------------------------------------------------- DEPTH TO REINF. = 2.50 IN. FM = 1500.0 PSI INSPECTION REQUIRED MOMENT AT BASE OF WALL = 46.42 FT KIPS/FT AREA OF REINFORCEMENT IN WALL = 2.92 SQ.IN./FT SHEAR AT BASE = 33.74 PSI < ALLOWABLE = 42.60 PSI MOMENT IN FOOTING AT FACE OF WALL = 31.04 FT KIPS/FT REINF. IN 15.0 INCH THICK FTG = 1.13 SQ.IN./FT <DONE> FORCE ARM MOMENT (LBS) (FT) (FT,LBS) W1 3904.0 7.75 30256.0 W2 1791.9 5.88 10527.3 W3 675.0 3.38 2278.1 W4 3372.4 11.75 39625.4 W5 4800.0 10.25 49200.0 RACT10117.1 -5.75 -58173.5 DIST. TOE TO RESULTANT = 5.36 FT.> B/3 SOIL BEARING =1753.94 PSF < ALLOWABLE SLIDING RESISTED BY RESTRAINT AT LOWER GRADE REINFORCEMENT DESIGN FOR 24.00 INCH BLOCK WALL WITH: ---------------------------------------------------- DEPTH TO REINF. = 2.50 IN. FM = 1500.0 PSI INSPECTION REQUIRED MOMENT AT BASE OF WALL = 46.42 FT KIPS/FT AREA OF REINFORCEMENT IN WALL = 2.92 SQ.IN./FT SHEAR AT BASE = 33.74 PSI < ALLOWABLE = 42.60 PSI MOMENT IN FOOTING AT FACE OF WALL = 31.04 FT KIPS/FT REINF. IN 15.0 INCH THICK FTG = 1.13 SQ.IN./FT <DONE> 'p? JTL DESIGN & ENGINEERING 20351 Irvine Ave. Suite 92 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 June & Richard Chaos residence retaining wall design Date: Jan5, 1999 Job No: 98-AO60C By P L Sheet No: RW - S Mr.& Mrs Richard Chao's residence RW H=1i}l JOB NO. 98-A060A RETAINING WALL DESIGN..... STANDARD RETAINING WALL ------------------------------------------------- RETAINING HEIGHT (ABOVE LOWEST GRADE) = 14.00 FT. DEPTH TO BOTTOM OF FOOTING = 16.25 FT. LENGTH OF HEEL = 36.00 IN. ACTIVE SOIL PRESSURE = 68.00 PCF ALLOWABLE SOIL BEARING PRESSURE = 1800.00 PSF ADDITIONAL VERTICAL LOAD ON WALL = 1800.00 PPF FOOTING STABILITY CHECK WITH FOOTING WIDTH = 11.00 FT DIST. TOE TO RESULTANT = 5.01 FT.> B/3 SOIL BEARING =1755.55 PSF < ALLOWABLE SLIDING RESISTED BY RESTRAINT AT LOWER GRADE REINFORCEMENT DESIGN FOR 24.00 INCH BLOCK WALL WITH: ---------------------------------------------------- DEPTH TO REINF. = 2.50 IN. FM = 1500.0 PSI INSPECTION REQUIRED MOMENT AT BASE OF WALL = 38.25 FT KIPS/FT AREA OF REINFORCEMENT IN WALL = 1.56 SQ.IN./FT SHEAR AT BASE = 29.65 PSI < ALLOWABLE = 42.60 PSI MOMENT IN FOOTING AT FACE OF WALL = 24.63 FT KIPS/FT REINF. IN 15.0 INCH THICK FTG = .87 SQ.IN./FT <DONE> cid 3.�,c. t/ -7,k ' 4-y FORCE ARM MOMENT (LBS) (FT) (FT,LBS) W1 3660.0 7.00 25620.0 W2 1677.5 5.50 9226.3 W3 600.0 3.00 1800.0 W4 2992.7 11.00 32919.8 W5 4500.0 9.50 42750.0 RACT 8978.1 -5.42 -48631.5 DIST. TOE TO RESULTANT = 5.01 FT.> B/3 SOIL BEARING =1755.55 PSF < ALLOWABLE SLIDING RESISTED BY RESTRAINT AT LOWER GRADE REINFORCEMENT DESIGN FOR 24.00 INCH BLOCK WALL WITH: ---------------------------------------------------- DEPTH TO REINF. = 2.50 IN. FM = 1500.0 PSI INSPECTION REQUIRED MOMENT AT BASE OF WALL = 38.25 FT KIPS/FT AREA OF REINFORCEMENT IN WALL = 1.56 SQ.IN./FT SHEAR AT BASE = 29.65 PSI < ALLOWABLE = 42.60 PSI MOMENT IN FOOTING AT FACE OF WALL = 24.63 FT KIPS/FT REINF. IN 15.0 INCH THICK FTG = .87 SQ.IN./FT <DONE> cid 3.�,c. t/ -7,k ' 4-y JTL DESIGN & ENGINEERING Date: Jan5, 1999 20351 Irvine Ave. Suite #2 Job No: 98-AO60C Santa Ana Heights, CA 92707 By P L Tel: (714) 545-8470 Fax: (714) 545-8446 Sheet No: Rw -�/ June & Richard Chaos residence retaining wall design Mr.& Mrs Richard Chao's residence RW H=15 I JOB NO. 98-AO60A RETAINING WALL DESIGN..... STANDARD RETAINING WALL ------------------------------------------------- RETAINING HEIGHT (ABOVE LOWEST GRADE) = 13.00 FT. DEPTH TO BOTTOM OF FOOTING = 15.25 FT. LENGTH OF HEEL = 36.00 IN. ACTIVE SOIL PRESSURE = 68.00 PCF ALLOWABLE SOIL BEARING PRESSURE = 1800.00 PSF ADDITIONAL VERTICAL LOAD ON WALL = 1800.00 PPF FOOTING STABILITY CHECK WITH FOOTING WIDTH = 10.25 FT DIST. TOE TO RESULTANT = 4.64 FT.> B/3 SOIL BEARING =1773.89 PSF < ALLOWABLE SLIDING RESISTED BY RESTRAINT AT LOWER GRADE REINFORCEMENT DESIGN FOR 24.00 INCH BLOCK WALL WITH: ---------------------------------------------------- DEPTH TO REINF. = 2.50 IN. FM = 1500.0 PSI INSPECTION REQUIRED MOMENT AT BASE OF WALL = 31.10 FT KIPS/FT AREA OF REINFORCEMENT IN WALL = .85 SQ.IN./FT SHEAR AT BASE = 25.83 PSI < ALLOWABLE = 42.60 PSI MOMENT IN FOOTING AT FACE OF WALL = 19.11 FT KIPS/FT REINF. IN 15.0 INCH THICK FTG = .67 SQ.IN./FT <DONE> `7 y ". C ✓-) FORCE ARM MOMENT (LBS) (FT) (FT,LBS) W1 3416.0 6.25 21350.0 W2 1563.1 5.13 8011.0 W3 525.0 2.63 1378.1 W4 2635.7 10.25 27016.0 W5 4200.0 8.75 36750.0 RACT 7907.1 -5.08 -40194.6 DIST. TOE TO RESULTANT = 4.64 FT.> B/3 SOIL BEARING =1773.89 PSF < ALLOWABLE SLIDING RESISTED BY RESTRAINT AT LOWER GRADE REINFORCEMENT DESIGN FOR 24.00 INCH BLOCK WALL WITH: ---------------------------------------------------- DEPTH TO REINF. = 2.50 IN. FM = 1500.0 PSI INSPECTION REQUIRED MOMENT AT BASE OF WALL = 31.10 FT KIPS/FT AREA OF REINFORCEMENT IN WALL = .85 SQ.IN./FT SHEAR AT BASE = 25.83 PSI < ALLOWABLE = 42.60 PSI MOMENT IN FOOTING AT FACE OF WALL = 19.11 FT KIPS/FT REINF. IN 15.0 INCH THICK FTG = .67 SQ.IN./FT <DONE> `7 y ". C ✓-) JTL DESIGN & ENGINEERING Date: Jan.5. 1999 20351 Irvine Ave. Suite 42 Job No: 98-AO60C Santa Ana Heights, CA 92707 By P L Tel: (714) 545-8470 Fax: (714) 545-8446 Sheet No: R - -� June & Richard Chaos residence retaining wall design TYPE 2 RETAINING WALL (restraint at both top and base) 2- 64 BARS CONTINJOV5 O TOP •4 DOHELS 6 16' O.G. LAP BI ENE OVER TOP 1 OF WAL t WATERPROOFIN6� F'c (GONG. STRENGTH): 3000 Psi B 6' CMU. WALL 25 DAYS D, (MASONRY STRENGTH)- 1500 PSI �¢nk>"SYS go FULLY GROUTED 'MIRAFI' MIRADRAIN o/ GARAGE SLAB PER PLAN VIIIVIII ' SEE FRAMING PLANS FOR REFERENCES _ TO TOP OF WALL CONNECTIONS 2- •4 BARS o 16' O.G. _ ALL CELLS HI ION FROM VIII VERTICAL �a g ea8 e�°$ a8_�SIII SSB So SSS 4' DIA. MIN. PVC SCHED. 40 PERFORATED PIPE n/ 12' WIDE COLUMN OF GRAVEL TO 2/5 OF 64 BARS o 24' O.G. HALL HEIGHT HRAPPED IN �g 'MIRAFI' 14ON FILTER FABRIC HORIZONTAL 15 BAR 6-j=!`4<-- c� 05 BARS a 12' O.G. E31TUTHERE O/ FOOTING 2- •5 BARS CONT. n/ 112 TIES o I6' O.G. a a J 12' G.M.U. WALL n FULLY GROUTED x •5 BARS O 24' O.G. HORIZONTAL REBAR 'A' t8)t -t:61 HOUSE SLAB PER PLAN H/ M4 DOWELS o 24' O 36' C� ., T- EO. EO. .N. r •4 DOHELS 6 16' O.G. LAP BI ENE OVER TOP 1 OF WAL t WATERPROOFIN6� F'c (GONG. STRENGTH): 3000 Psi B 36' 25 DAYS D, (MASONRY STRENGTH)- 1500 PSI �¢nk>"SYS go 0 'MIRAFI' MIRADRAIN o/ GARAGE SLAB PER PLAN VIIIVIII ' SEE FRAMING PLANS FOR REFERENCES _ TO TOP OF WALL CONNECTIONS •ALL WALLS TO BE SOLID GROUT _ ALL CELLS HI ION FROM VIII GOVERN NG A&ENC r �a g ea8 e�°$ a8_�SIII SSB EO. EO. .N. r F'c (GONG. STRENGTH): 3000 Psi B og ,q q>g S a —_ 25 DAYS D, (MASONRY STRENGTH)- 1500 PSI �¢nk>"SYS 0-4 'MIRAFI' MIRADRAIN o/ &!� a MIRAD ZI HATERPROOFING o� 00 VIII °oo� 12' NIDE CONT. CONCRETE STEM WALL FOOTING SSB So SSS 4' DIA. MIN. PVC SCHED. 40 PERFORATED PIPE n/ 12' WIDE COLUMN OF GRAVEL TO 2/5 OF HALL HEIGHT HRAPPED IN �g 'MIRAFI' 14ON FILTER FABRIC a 15 BAR 6-j=!`4<-- c� 05 BARS a 12' O.G. E31TUTHERE O/ FOOTING EO. EO. .N. r JTL DESIGN & ENGINEERING 20351 Irvine Ave. Suite 42 Santa Ana Heights, CA 92707 J P77 Tel: (714) 545-8470 Fax: (714) 545-8446 June & Richard Chaos residence retaining wall design TYPE 2 RETAINING WALL (restraint at both top and base) H positive moment 11' 7321 ft -lbs 10' 5500 ft -lbs 9' 4010 ft -lbs 8' 2816 ft -lbs 7' 1887 ft -lbs 6' 1188 ft -lbs 5' 688 ft -lbs 4' 352 ft -lbs reinforcing steel Date: Jan.5, 1999 Job No: 98-A060C By P L Sheet No: RW _A +M = (0,1)(P)(H) = 5.5 (H) (H) (H) - M = (0.185)(P)(H) = 10.2 (H)(H)(H) Where P = horizontal force from soil presssure _ (EFP) (H)(H)/2 EFP = 110 pcf per soil report P= (55)(H)(H) 98 @16"OC (12"CMU) #7 @16"OC(12"CMU) 96 @16"OC(12"CMU) #5 @16"OC(12"CMU) #5 @16"OC(12"CMU) #5 @16 "OC( 8"CMU) #4 @16"OC( 8"CMU ) #4 @24"OC(8" CMU) negative moment 13757 ft -lbs 10200 ft -lbs 7436 ft -lbs 5222 ft -lbs 3499 ft -lbs 2204 ft -lbs 1275 ft -lbs 653 ft -lbs reinforcing steel #9 @16"OC (12"CONC.) #8 @16"OC(12" CONC.) #7@16"OC(12" CONC. ) 47 @16"OC(12" CMU ) #6 @16"OC(12" CMU ) 95 @16"OC(12"CMU ) 45 @16"OC" (8" CMU.) 94 @16"OC.(8" CMU) JTL DESIGN & ENGINEERING Date: Jan.S 1999 20351 Irvine Ave. Suite 42 Job No: 98-AO60C Santa Ana Heights, CA 92707 By P L Tel: (714) 545-8470 Fax: (714) 545-8446 Sheet No: RW - cJ June & Richard Chaos residence retaining wall design Active soil pressure 110 pcf Allowable soil bearing 1800 psf Alowable passive pressure 250 psf per ft Friction coefficient 0.3 Concrete strength f c=4000 psi at 28 days Reinforcing steel fy=60000 psi CMU fm=1500 psi TYPE 2 RETAINING WALL DESIGN (restraint at top and bot) H W Hl H2 Rebar "A" (negative Mo) Rebar `B" (positive Mo) 11' 7'-0" 3'-0" 5"-0" # 90,16"1C # 8 @16"OC 10' 6'-0" 2'-0" 5'-0" #8@16"OC 47 @16"OC 9' 5'-6" 1'-0" 5'-0" #7x,16"OC 961@ 1 6"OC 8' 4'-6" ----- 5'-0" 47a_.] 6"0 95icaW'OC 7' 4'-0" ----- 4'-0" 46n,16"OC 95(2,16"0C 6' 3'-6" ----- 3'-0" 95 L&I6"OC 95 16"OC 5 3'-0" ----- 2'-0" #5ru)16"OC #4g 16"0 4' 2'-6" ----- ---- 94(a),16"0C #4 24"OC -P 0 O V s 0 0 >0 �z5mq 2U 11 15 SGS I vi'S K AERO ENERGY TITLE 24 CALCULATIONS 12711 NEWPORT AVE., SUITE G TUSTIN, CALIF. 92780 (714) 505-4207 DATE: 8-4-98 OWNER: MR. & MRS. RICHARD CHAD 14 HEXHAM IRVINE, CA. 92612 714-854-5202 DESIGNER: DENNIS CHERRY & ASSOCIATES 20351 IRVINE AVENUE, SUITE #1 SANTA ANA HEIGHTS, CA. 92707 714-641-1505 PROJECT: CUSTOM RESIDENCE 15 SAILCREST "PELICAN CREST" NEWPORT COAST, CA. STATEMENT OF COMPLIANCE The energy conservation standards for new residential buildings as set forth in Title 24, Part 2, Chapter 2-53; and Title 20, Chapter 2, Subchapter 4, Article 1, of the California Administrative Code, have been reviewed. This design conforms to all requirements as they apply in Zone 6 using MICRDPAS 4, VERSION 4.50, A California Energy Commission approved computer performance method program. PREPARED BY W- TdRRY M. STATUM ** SUMMARY SHEET ** Project: MR. & MRS. RICHARD CHAD Zone: 6 Plan: CUSTOM Wall Insulation: R-13 Ceiling Insulation: R-19 in True -Sloping / R-30 with Attic above Raised Floor Insulation: R-19 Slab Edge Insulation: None Glazing Type: All glass is single pane, except the following, which is dual: SKYLIGHTS Shading Devices! No shading devices required. Hard Surface Flooring: 1970.0 / 2564.0 total sq. ft. 1 3 5 5.000RT: 1885.0 BATH(S): 85.0 �) LAUNDRY: 39.0 ENTRY/FOYER: 346.0 LIBRARY: 262.0 G.HALL: 427.0 HALL(S): 266.0 DINING: 272.0 M. ROOM: 189.0 KITCHEN: 355.0 M.BATH: 292.0 BATH(S): 116.0 Minimum Furnace S.E.: 80.0 AFUEX Maximum Furnace Sonnet Capacity: NIA BTUE Minimum AIC S. E. E. R, : 10.0 A/C Tonnage: 25.0 Infiltration: Standard Minimum R-4.2 insulation required on ducts in unconditioned spaces. EQUIPMENT SCHEDULE PROSECT: MR. & MRS. RICHARD CHAO 15 SAILCREST NEWPORT COAST, CA. ARCHITECT: DENNIS CHERRY & ASSOCIATES 20351 IRVINE AVE., #1 SANTA ANA HEIGHTS, CA. 92707 714-641-1505 H. V. A. C. HEATING: BASEMENT BRYANT COMPANY FURNACE #363KAVO36045 * SPORTS CT. BRYANT COMPANY FURNACE #383KAV060111 FIRST FLOOR: BRYANT COMPANY FURNACE 4383KAVOGOIII FIRST FLOOR: BRYANT COMPANY FURNACE #363KAV060111 SECOND FLOOR: BRYANT COMPANY FURNACE #373LAV060115 MASTER BED. BRYANT COMPANY FURNACE #373LAVO24050 COOLING: BASEMENT BRYANT COMPANY COND. #561NO36 • SPORTS CT. BRYANT COMPANY COND. #561NOGO FIRST FLOOR: BRYANT COMPANY CONE). 4561NO60 FIRST FLOOR: BRYANT COMPANY COND. #561N060 SECOND FLOOR: BRYANT COMPANY CONE). #561NO60 MASTER BED. . BRYANT COMPANY COND. #561NO24 •1005 CFM/HR MINIMUM VENTILATION REQUIRED WATER HEATER: AMERICAN STANDARD MODEL (2)4G52-10OT88-4NV CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------------------------------- Project Title.......... MR. & MRS. RICHARD CHAO Date........ 08/04/98 Project Address........ 15 SAILCREST****** --------------------- NEWPORT COAST, CA. •v4.50w 1 I Documentation Author... Terry Statum ►•tt•+• I Building Permit # I Aero Energy 1 1 12711 Newport Ave, Suite G I Plan Check / Date I Tustin, CA 92780 1 1 714-505-4207 1 Field Check/ Date I Climate Zone........... 06 --------------------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. I MICROPAS4 v4.50 File-CHAO Wth-CTZ06S92 Program -FORM CF -1R I User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAO ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 11540 of Single Family Detached New Front Facing 90 deg (E) 1 3 Slab On Grade 13.9 % of floor area 0.94 Btu/hr-sf-F BUILDING SHELL INSULATION ------------------------- Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value ----------------------------------- ------- ------- Wall n/a R-13 R-n/a R-13 0.068 Wall n/a R-0 R-n/a R-0 0.190 Roof n/a R-30 R-n/a R-30 0.031 Roof n/a R-19 R-n/a R-19 0.051 F1oorExt n/a R-19 R-n/a R-19 0.048 Door n/a R-0 R-n/a R-0 0.330 SlabEdge n/a R-0 R-n/a R -O 0.900 SlabEdge n/a R-0 R-n/a R -O 0.720 SlabEdge n/a R-0 R-n/a R-0 0.550 SlabEdge n/a R -O R-n/a R-0 0.500 Location/Comments ------------------------ Front 2x4 Wall Left 2x4 Wall Gar. 2x4 Wall Back 2x4 Wall Right 2x4 Wall Front B1k.Wall Left B1k.Wall Back B1k.Wall Right Blk. Wall Vented Attic Vaulted Roof Over Garage Over Outside Garage Door Back Door Exp to Outside Cvd to Outside Exp. to Garage Cvd. to Garage CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -IR ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MR. & MRS. RICHARD CHAD Date........ 08/04/98 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I MICROPAS4 v4.50 File -CHAD Wth-CT206S92 Program -FORM CF -IR 1 User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAO ------------------------------------------------------------------------------- FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ------------------- Window Front (E) ----- 60.0 ----- 0.920 ---- 1 --------------- CEC Std. ----------- None ---- None --------- WoodDiv Door -Front (E) 128.0 0.990 1 CEC Std. None None Wood Door Front (E) 72.0 0.990 1 CEC Std. None None Wood Window Front (E) 33.3 1.040 1 CEG Std. None None WoodDiv Window -Front (E) 8.0 1.040 1 CEC Std. None None WoodDiv Window Front (E) 24.0 0.920 1 GEC Std. None None WoodDiv Window Left (S) 16.0 1.040 1 CEC Std. None None WoodDiv Window Left (S) 66.0 0.920 1 CEC Std. None None WoodDiv Window Left (S) 31.5 1.040 1 CEC Std. None None WoodDiv Window Left (S) 36.0 0.600 2 CEC; Std. None None WoodDiv Window Left (S) 18.0 0.570 2 CEC Std. None None WoodDiv Door Left (S) 20.0 0.990 1 CEC; Std. None None Wood Window Left (S) 14.0 1.040 1 CEC Std. None None WoodDiv Window Left (S) 18.0 0.920 1 CEG Std. None None WoodDiv Window Left (S) 16.5 0.920 1 CEC Std. None None WoodDiv Window Back (W) 3.0 0.920 1 GEC Std. None None WoodDiv Window Back (W) 24.0 0.920 1 CEC Std. None None WoodDiv Window Back (W) 8.0 1.040 1 CEC Std. None None WoodDiv Door Back (W) 162.0 0.990 1 CEC Std, None None Wood Window Back. (W) 57.0 0.920 1 CEC Std. None None WoodDiv Window Back (W) 45.0 1.040 1 CEC Std. None None WoodDiv Window Back (W) 30.0 0.920 1 CEC Std. None None WoodDiv Window Back (W) 33.0 1.040 1 CEC Std. None None WoodDiv Window Back (W) 22.0 0.920 1 CEC Std. None None WoodDiv Window Back (W) 35.0 0.920 1 CEC Std, None None WoodDiv Window Back (W) 66.0 0.920 1 CEC Std. None None WoodDiv Door Back (W) 37.5 0.990 1 CEC Std, Nene None Wood Window Back (W) 15.0 1.040 1 CEC Std. None None WoodDiv Door Back (W) 22.5 0.990 1 CEC Std. None None Wood Window Back (W) 22.0 0.920 1 CEC Std, None None WoodDiv Window Right (N) 40.5 0.920 1 CEC Std, None None WoodDiv Door Right (N) 63.0 0.990 1 CEC Std. None None Wood Door Right (N) 41.0 0.990 1 GEC Std. None None Wood Window Right (N) 75.0 1.040 1 CEC Std. None None WoodDiv Window Right (N) 95.0 0.920 1 CEC Std. None None WoodDiv Window Right (N) 16.5 1.040 1 CEC Std. None None WoodDiv Window Right (N) 76.8 0.920 1 CEC Std. None None WoodDiv Skylight Front (E) 8.4 0.470 2 CEC Std. Tinted Glas None Metal Skylight Left (S) 25.8 0.470 2 CEC Std. Tinted Glas None Metal Skylight Back (W) 4.2 0.470 2 CEC Std. Tinted Glas None Metal Skylight Right (N) 17.4 0.470 2 CEC Std. Tinted Glas None Metal CERTIFICATE OF COMPLIANCE: RESIDENTIAL ------------------------------------------------------------------------------- Page 3 CF -1R Project Title.......... MR. S MRS. ------------------------------------------------------------------------------- RICHARD CHAO Date........ 08/04/90, ------------------------------------------------------------------------------- I MICRDPAS4 v4.50 File-CHAO Wth-CT2:06592 Program -FORM CF -1R I 1 User#-MP1751 User -Aero ------------------------------------------------------------------------------- Energy Run -MR. 8 MRS. RICHARD CHAO I THERMAL ------------ MASS Area Thickness Type ------------ Exposed -------------- ------ (sf) --------- (in) Location/Comments SlabOnGrade Yes 1970 3.5 ------------------------ Exposed Concrete Slab S1abOnGrade No 1226 3.5 Covered Concrete Slab InteriorHorz Yes 40 4.0 Brick/Masonry (Horz.) InteriorVert Yes 35 4.0 Brick/Masonry (Vert.) InteriorVert Yes 3417 8.0 Exposed 8 in. Block InteriorHorz Yes 322 1.0 Ceramic Tile (Horz.) InteriorVert Yea 290 1.0 Ceramic Tile (Vert.) InteriorHorz Yes 2564 0.8 Exposed Lt.Wt. Conc.Slab InteriorHorz No 5780 0.8 Covered Lt.Wt. Conc.Slab HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type --------------- ------------ ------------- ------- ------------ Gas 0.800 AFUE Attic R-4.2 Setback AirCond 10.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS --------------------- Number Tank in Energy Size Tani: Type Heater Type Distribution Type System Factor (gal) ------------ ----------- ------------------- -------------- ------ Storage Gas Recirc/TimeTemp 2 .44 EF 100 SPECIAL FEATURES/REMARKS ------------------------ 1) The water heaters specified will require an external insulation blanket of R-12 or greater. 2) The water heaters for this house will require a recirculation pump with a time clock - temp controller. 3) The water heaters shall be: (2) American *G52-10OT88-4NV External Insulation R -value R-1'2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -SR ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MR. & MRS. RICHARD CHAD Date........ 06/04/98 ------------------------------------------------------------------------------- MICROPAS4 v4.50 File -CHAD Wth-CTZ0GS92 Program -FORM CF-iR 1 User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAO I ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 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 responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... DENNIS CHERRY Company. DENNIS CHERRY & ASSOC. Address. 20351 IRVINE AVE., #1 SANTA ANA HTS., CA. 92707 Phone... 714-641-1505 License. Signed.. ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... (date) Signed. (date) f �Ir[$l1MM�ii 617I1i i�� /\1111}. [�.� Name.... Terry Statum Company. Aero Energy Address. 12711 Newport Ave, Suite G Tustin, CA 92760 Phone... 714-505-4207 /� Signed. 9-A- I/� f (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESUIPTION I DESIGNER I ENF5RCEMENT Building Envelope Measures: • 1150(8): Minimum R-19 ceiling insulation. - ✓ II50(b): Loose fill insulation manufacturer's labeled R -Value. • {150(c): Minimum R-13 wall insulation in wood famed walls or equivalent U -value in ;a inuric walls (does not apply to exterior mass walls). • 5150(d): Minimum R-13 raised floor insulation in famed Boors; minimum R4 in raised cenaete floors. I150(q : Slab edge insulation - water absorption nue no greater than 0.3% water vapor transmission rate 0o greater than 2.0 pemJnch. 4118: Insulation specified or installed mats insulation quality standads. Indicate type and torn. 1116.17: Fenestration Products, Exterior Doors, and Intiltration/Exfiltntion Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limn air leakage. 2. Manufactured fenestration products have label with certified U -value, and infiltration certification. ✓ 3. Exterior doors and windows weathersnipped; all joints and penetrations caulked and sealed. 1150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. l 4]50(1): Special infiltration barrier installed to comply with § 151 mats Commission quality standards. A I I We): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: L Closeable metal or glass door b. Outside air intake with dapper and control e. Fim damper and Control 2. No continuous burning gas pilot lights allowed. SiDace Conditioning, Water Heating and Plumbing System Measures: 1110-13: HVAC equipmcnt, water heaters, showerheads and faucets certified by the Commission. v/ I I50(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or RCCA. 1150(1): Setback thermostat on all applicable heating and/or cooling systems. V 1150(1): Pipe and tank insulation 1. First 5 fat of pipes closest to water beater tank, non -simulating systems, insulated (R4 w greater) 2. Back-up rooks for sola system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined IntemaVextemal 'insulation. 3. All buried or exposed piping insulated in recirculating sections of hot water systems. 4. Cooling system piping below 55• F insulated. 5. Piping insulated between heating source and indirect hot water tack. • 1150(m): Ducts and Fans 1. Duets constructed, installed and sealed to comply with (IMC sections 601 and 603; duan insulated to a minimum installed R4.2 or duets enclosed entirely within conditioned space. 2. Exhaust fan systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. In Pool and Spa Heating Systems and Equipment. t. System is certified with 780% thermal efficiency, on-off switch, weatherproof operating IaWunxims, no electric resistance heating and no pilot light. 2. System is installed with: ✓ L At lent 36" of pipe between filter and beater for fume solar heating. Is. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 1115: Gas fired central furnaces, pool beaters, spa heaters or bouubold cooking appliances have on ✓ continuously burning pilot light. (Exception: Non-olectrial cooking appliances with Pilot < 150 BmPor) Lighdag Measures: I I30(k): 40 lumens/wan or greater for genes] lighting in kitcAem and rooms with water Cheats; and ✓ inowd calling fixtures are IC (inflation cover) Revised Match 1,19% COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... MR. & MRS. RICHARD CHAO Date........ 08/04/98 Project Address........ 15 SAILCREST ******* --------------------- NEWPORT COAST, CA. *v4.50* I I Documentation Author... Terry Statum ******* 1 Building Permit # I Aero Energy 1 1 12711 Newport Ave, Suite G I Plan Check / Date I Tustin, CA 92780 1 1 714-505-4207 1 Field Check/ Date I Climate Zone........... 06 --------------------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. I MICROPAS4 v4.50 File-CHAO Wth-CTZ06S92 Program -FORM C -2R 1 User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAO I ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) ----------- Design Design ---------- Margin = ---------- - ----------------------- = Space Heating.......... 4.32 4.92 -0.60 = - Space Cooling.......... 2.83 0.37 2.46 = = Water Heating.......... 2.26 3.49 -1.23 = = Total 9.41 8.78 0.63 = _ *** Building complies ----------------------------------------------------------------- ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 11540 sf Single Family Detached New Front Facing 90 deg (E) 1 3 ReducedYear Slab On Grade 1 126940 cf 5268 sf 3196 sf 3196 sf 13.9 % of floor area 0.94 Btu/hr-sf-F 11 £t COMPUTER METHOD SUMMARY Page 2 C -2R -------------------------------- - --- Project Title.......... MR. & MRS. RICHARD CHAD Date........ 08/04/96 1 MICROPAS4 v4.50 File -CHAD Wth-CT206692 Program -FORM C -2R I 1 User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAO I ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Floor # of Area Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (ef) --------- (cf) Units --------- ----- itioned Type ------------------- (ft) ------ (sf) --------- -------------- HOUSE Comments ---------------- -------------- HOUSE U- Act Residence 11540 126940 1.00 Yes Setback 8.0 n/a OPAQUE SURFACES PERIMETER LOSSES Length Area U- Insul Act Soler Form 3 Location/ Surface (sf) ------ value ----- R-val ----- Azm --- Tilt Gains ---- ----- Reference ------------ Comments ---------------- -------------- HOUSE U- Act Glass Int 17 SlabEdge 196 0.900 1 Wall 1835 0.086 13 90 90 Yes None Front 2x4 Wall 2 Wall 1100 0.190 0 90 90 Yes None Front B1k.Wall 3 Wall 1714 0.086 13 180 90 Yes None Left 2x4 Wall 4 Wall 882 0.190 0 180 90 Yes None Left B1k.Wall 5 Wall 498 0.088 13 180 90 No None Gar. 2x4 Wall 6 Wall 1481 0.088 13 270 90 Yes None Back 2x4 Wall 7 Wall 827 0.190 0 270 90 Yes None Back B1k.Wall 8 Wall 27 0.088 13 270 90 No None Gar. 2x4 Wall 9 Wall 1785 0.088 13 0 90 Yes None Right 2x4 Wall 10 Wall 1044 0.190 0 0 90 Yes None Right B1k.Wall 11 Roof 5375 0.031 30 n/a 0 Yes None Vented Attic 12 Roof 150 0.051 19 0 27 Yes None Vaulted Roof 13 FloorExt 1910 0.046 19 n/a 0 No None Over Garage 14 Floor'Ext 162 0.048 19 n/a 0 No None Over Outside 15 Door 24 0.330 0 90 90 No None Garage Door' 16 Door 24 0.330 0 270 90 Yes None Back Door' PERIMETER LOSSES FENESTRATION SURFACES Length F2 Insul Solar Vent Surface (ft) Factor R-val Gains Location/Comments Area HOUSE Frame Open U- Act Glass Int 17 SlabEdge 196 0.900 R-0 No Exp to Outside 16 SlabEdge 69 0.720 R -O No Cvd to Outside 19 SlabEdge 17 0.550 R-0 No Exp. to Garage 20 SlabEdge 45 0.500 R-0 No Cvd. to Garage FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) as Type Type value Azm --- Tlt --- Only ---- Shade ---- Description, --------------- ----------- HOUSE ----- ---- --------- ------ ----- 1 Window 60.0 1 WoodDiv Slider 0.920 90 90 1.00 0.78 CEC Std. 2 Door 128.0 1 Wood Slider 0.990 90 90 1.00 0.78 CEC Std. 3 Door 72.0 1 Wood Slider 0.990 90 90 1.00 0.78 CEC Std. 4 Window 33.3 1 WoodDiv Slider 1.040 90 90 1.00 0.78 CEC Std. COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... MR. & MRS. RICHARD CHAD Date........ 08/04/98 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1 MICROPA134 v4.50 File -CHAD Wth-CT206S92 Program -FORM C -'R I I User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAO I ------------------------------------------------------------------------------- Surface 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 12 Door 13 Window 14 Window 15 Window 16 Window 17 Window 18 Window 19 Door 20 Window 21 Window 22 Window 23 Window 24 Window 25 Window 26 Window 27 Door 28 Window 29 Door 30 Window 31 Window 32 Door 33 Door 34 Window 35 Window 36 Window 37 Window 38 Skylight 39 Skylight 40 Skylight 41 Skylight EXTERIOR SHADING Area FENESTRATION SURFACES SC of Surface (of) Type Ext Shade HOUSE # of --------------------- Vent 38 Skylight 8.4 Tinted Glass SC SC Interior Area Pan- Frame Open U- Act 41 Skylight Glass Int Shading/ (ef) es Type Type value Azm Tlt Only Shade Description ----- 8.0 ---- 1 --------- WoodDiv ------ Slider ----- 1.040 --- 90 --- 90 ---- 1.00 ---- 0.78 --------------- CEC Std. 24.0 1 WoodDiv Slider 0.920 90 90 1.00 0.78 CEC Std. 16.0 1 WoodDiv Slider 1.040 180 90 1.00 0.78 CEC Std. 66.0 1 WoodDiv Slider 0.920 180 90 1.00 0.78 CEC Std. 31.5 1 WoodDiv Slider 1.040 180 90 1.00 0.78 CEC Std. 36.0 2 WoodDiv Slider 0.600 180 90 0.88 0.76 CEC Std. 18.0 2 WoodDiv Slider 0.570 180 90 0.88 0.78 CEC Std. 20.0 1 Wood Slider 0.990 180 90 1.00 0.78 CEC Std. 14.0 1 WoodDiv Slider 1.040 180 90 1.00 0.78 CEC Std. 18.0 1 WoodDiv Slider 0.920 180 90 1.00 0.78 CEC Std. 16.5 1 WoodDiv Slider 0.920 180 90 1.00 0.78 CEC Std. 3.0 1 WoodDiv Slider 0.920 270 90 1.00 0.78 CEC Std. 24.0 1 WoodDiv Slider 0.920 270 90 1.00 0.78 CEC Std. 8.0 1 WoodDiv Slider 1.040 270 90 1.00 0.78 CEC Std. 162.0 1 Wood Slider 0.990 270 90 1.00 0.78 CEC Std. 57.0 1 WoodDiv Slider 0.920 270 90 1.00 0.78 CEC Std. 45.0 1 WoodDiv Slider 1.040 270 90.1.00 0.78 CEC Std. 30.0 1 WoodDiv Slider 0.920 270 90 1.00 0.78 CEC Std. 33.0 1 WoodDiv Slider 1.040 270 90 1.00 0.78 CEC Std. 22.0 1 WoodDiv Slider 0.920 270 90 1.00 0.78 CEC Std. 35.0 1 WoodDiv Slider 0.920 270 90 1.00 0.78 CEC Std. 66.0 1 WoodDiv Slider 0.920 270 90 1.00 0.78 CEC Std. 37.5 1 Wood Slider 0.990 270 90 1.00 0.78 CEC Std. 15.0 1 WoodDiv Slider 1.040 270 90 1.00 0.78 CEL" Std. 22.5 1 Wood Slider 0.990 270 90 1.00 0.78 CEC Std. 22.0 1 WoodDiv Slider 0.920 270 90 1.00 0.78 CEC Std. 40.5 1 WoodDiv Slider 0.920 O 90 1.00 0.78 CEC Std. 63.0 1 Wood Slider 0.990 O 90 1.00 0.78 CEC Std. 41.0 1 Wood Slider 0.990 0 90 1.00 0.78 CEC Std. 75.0 1 WoodDiv Slider 1.040 0 90 1.00 0.76 CEC Std. 95.0 1 WoodDiv Slider 0.920 0 90 1.00 0.78 CEC Std. 16.5 1 WoodDiv Slider 1.040 0 90 1.00 0.78 CEC Std. 76.8 1 WoodDiv Slider 0.920 0 90 1.00 0.78 CEC Std. 8.4 2 Metal Slider 0.470 90 27 0.82 1.00 CEC Std. 25.8 2 Metal Slider 0.470 180 27 0.82 1.00 CEC Std. 4.2 2 Metal Slider 0.470 270 27 0.82 1.00 CEC Std. 17.4 2 Metal Slider 0.470 0 27 0.82 1.00 CEC Std. EXTERIOR SHADING Area Shading SC of Surface (of) Type Ext Shade HOUSE 38 Skylight 8.4 Tinted Glass 1.00 39 Skylight 25.8 Tinted Glass 1.00 40 Skylight 4.2 Tinted Glass 1.00 41 Skylight 17.4 Tinted Glass 1.00 COMPUTER METHOD SUMMARY Page 4 C -2R -------------------------------- Project Title.......... MR. & MRS. RICHARD CHAD Date........ 08/04/98 1 MICROPAS4 v4.50 File -CHAD Wth-CT20GS92 Program -FORM C -2R I 1 User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAO I ------------------------------------------------------------------------------- YIP.I�T:iwlf>lyL� HVAC SYSTEMS Minimum Area Thick Heat Conduct- Surface Location ------------- R -value ------- Mass Type --------------- (sf) ------ (in) ----- Cap ----- ivity -------- R -value -------- Location/Comments -------------------------- HOUSE Attic R-4.2 0.880 AirCond 10.00 SEER Attic R-4.2 1 S1abOnGrade 1970 3.5 28.0 0.98 R-0.0 Exposed Concrete Slab 2 SlabOnGrade 1226 3.5 28.0 0.98 R-2.0 Covered Concrete Slab 3 InteriorHorz 40 4.0 21.0 0.59 R-0.0 Brick/Masonry (Hort.) 4 InteriorVert 35 4.0 21.0 0.59 R-0.0 Brick/Masonry (Vert.) 5 Inter-iorVert 3417 6.0 28.0 0.98 R-0.0 Exposed 8 in. Block 6 InteriorHorz 322 1.0 24.0 0.67 R-0.0 Ceramic Tile (Harz.) 7 InteriorVert 290 1.0 24.0 0.67 R-0.0 Ceramic Tile (Vert.) 8 InteriorHorz 2564 0.8 24.0 0.61 R-0.0 Exposed Lt.Wt. Conc.Slab 9 InteriorHarz 5780 0.8 24.0 0.61 R-2.0 Covered Lt.Wt. Conc.Slab HVAC SYSTEMS WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System 1 Storage Gas Recirc/TimeTemp 2 SPECIAL FEATURES/REMARKS ------------------------ Tank External Energy Size Insulation Factor (gal) R -value .44 100 R-12 1) The water heaters Specified will require an external insulation blanket of R-12 or greater. 2) The water heaters for this house will require a recirculation pump with a time clock - temp controller. 3) The water heaters shall be: (2) American #G52-100T88-4NV Minimum Duct Duct Duct System Type ---------------- Efficiency ------------ Location ------------- R -value ------- Efficiency ---------- HOUSE Gas 0.800 AFUE Attic R-4.2 0.880 AirCond 10.00 SEER Attic R-4.2 0.870 WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System 1 Storage Gas Recirc/TimeTemp 2 SPECIAL FEATURES/REMARKS ------------------------ Tank External Energy Size Insulation Factor (gal) R -value .44 100 R-12 1) The water heaters Specified will require an external insulation blanket of R-12 or greater. 2) The water heaters for this house will require a recirculation pump with a time clock - temp controller. 3) The water heaters shall be: (2) American #G52-100T88-4NV HVAC SIZING Page 1 HVAC Project Title.......... HOUSE LOADS Date........ 08/04/98 Project Address........ 15 S'AILCREST ******* --------------------- NEWPORT COAST, CA. *v4.50* I I Documentation Author... Terry Statum ******* I Building Permit # I Aero Energy 1 1 12711 Newport Ave, Suite G I Plan Check / Date I Tustin, CA 92780 1 1 714-505-4207 1 Field Check/ Date I Climate Zone........... 06 --------------------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- i MICROPAS4 v4.50 File-CHAOHSE Wth-CTZ06S92 Program -HVAC SIZING I I User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAD I ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 9532 of 104852 cf Front Facing 90 deg (E) NEWPORT BEACH 33.6 degrees 39 F 70 F 80 F 78 F 12 F No No No 0.30 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) -------------------------------------------- ----------- Opaque Conduction and Solar...... 134194 70014 Glazing Conduction ............... 46778 3018 Glazing Solar. ................... n/a 62146 Infil.tration..................... 55758 1325 Internal Gain .................... n/a 3900 Ducts ............................ 23673 14040 Sensible Load .................... Latent Load ...................... Minimum Total Load 26040'3 n/a 154442 46333 260403 200775 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 1 HVAC ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... SPORTS COURT Date........ 08/04/98 Project Address........ 15 SAILCREST «xxxxxx --------------------- NEWPORT COAST, CA. xv4.50x I I Documentation Author... Terry Statum xxxxxxx I Building Permit # I Aero Energy 1 1 12711 Newport Ave, Suite G 1 Plan Check / Date I Tustin, CA 92780 1 1 714-505-4207 1 Field Check/ Date I Climate Zone........... 06 --------------------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I MICROPAS4 v4.50 File-CHADSPRT Wth-CTZ06S92 Program -HVAC SIZING I I User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAD i ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2008 of 40150 cf Front Facing 90 deg (E) NEWPORT BEACH 33.6 degrees 39 F 70 F 80 F 78 F 12 F No No No 0.30 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Cooling Description (Btuh) (Btuh) ------------------------------------------------------- Opaque Conduction and Solar...... 20833 6451 Glazing Conduction... ............ 0 0 Glazing Solar .................... n/a 0 Infiltration ..................... 21351 507 Internal Gain... ................. n/a 22500 Ducts ............................ 4218 2946 Sensible Load .................... 46402 32405 Latent Load ...................... ----------- n/a 9721 ----------- Minimum Total Load 46402 42126 Note: The loads shown are only one of the criteria affecting the Belectilor, of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil suing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. MICROPAS4 Table 2-2: Manufactured Fenestration Product Default U -Values (this table to be used by manufacturer's to establish a U -value rating without performance testing) For all dual -glazed fenestration products: • Subtract 0.05 for spacers of 7/16" or wider. • Subtract 0.05 for Lowe glazing. • Add 0.05 for products with between the panes dividers, if the spacer is less than 7/16" wide. • Add 0.05 to the U -value of any product with true divided lites [through the pane(s) dividers]. 1. The minimum design characteristics to qualify as Thermal -Break Product are: a. The material used as the thermal -break must have a thermal conductivity of not mote than 3.6 BTU-in/hr fti/'F, and, b. Thermal -break must produce a gap of not less than 0210", and; c. All metal members of the product exposed to interior and exterior air must incorporate a thermal -break meeting the criteria in (1) and (2) above. In addition, the product must be clearly labeled by the manufacturer that it qualifies as a thermally broken product in accordance with CEC requirements. 2. Non meta] products can include metal fasteners, hardware and door thresholds. 3. Add 0.04 to the listed U -value for any products that have metal cladding in any configuration. Table 2.3: Site Built Fenestration Product Default U -Values (this table to be used to establish a U -value rating without performance testing) Framing Materials Any Metal, Including Non Metall Cladding (Wood, V-myl or other) Single Double Single Double Fixed 1.19 0.72 1.04 0S7 Operable 132 0.93 0.99 - 0S5 1. Non-metal excludes hardware or door thresholds. 2 m 3 2 COMPLIANCE 711592 0 1992 by Eneiwmp, Inc. Framing Materials Any Metal Thermal Break] Non Metal (Wood, Vmyl or other) single Doable Dmble Single Dmbk Operable Windows 128 0.87 0.71 0.92 0.60 " Fixed Windows 1.19 0.72 0.60 1.04 0.57 Patio Doors 1.25 0.77 0.68 0.99 0.55 Skylights 1.26 0.80 0.70 0.91 0S5 Greenhouse Windows 2.26 1.40 1.12 1.94 1.06 For all dual -glazed fenestration products: • Subtract 0.05 for spacers of 7/16" or wider. • Subtract 0.05 for Lowe glazing. • Add 0.05 for products with between the panes dividers, if the spacer is less than 7/16" wide. • Add 0.05 to the U -value of any product with true divided lites [through the pane(s) dividers]. 1. The minimum design characteristics to qualify as Thermal -Break Product are: a. The material used as the thermal -break must have a thermal conductivity of not mote than 3.6 BTU-in/hr fti/'F, and, b. Thermal -break must produce a gap of not less than 0210", and; c. All metal members of the product exposed to interior and exterior air must incorporate a thermal -break meeting the criteria in (1) and (2) above. In addition, the product must be clearly labeled by the manufacturer that it qualifies as a thermally broken product in accordance with CEC requirements. 2. Non meta] products can include metal fasteners, hardware and door thresholds. 3. Add 0.04 to the listed U -value for any products that have metal cladding in any configuration. Table 2.3: Site Built Fenestration Product Default U -Values (this table to be used to establish a U -value rating without performance testing) Framing Materials Any Metal, Including Non Metall Cladding (Wood, V-myl or other) Single Double Single Double Fixed 1.19 0.72 1.04 0S7 Operable 132 0.93 0.99 - 0S5 1. Non-metal excludes hardware or door thresholds. 2 m 3 2 COMPLIANCE 711592 0 1992 by Eneiwmp, Inc. MICROPAS4 Standard Shading Coe$tciews for Glaring Alone Single.......... _.... .._.._.._...... ................... ........... Double............... ...._.._....................................... .... the Table G-11 a in Figure 1-17: Suggested Names forInterior Shading devices Description Interior Shade Drapes.Std Non-white drapes (CEC Standard for windows and French doors). Dtapes.Wht Drapery with a white or off-white liner None No interior drapes (CEC Standard for skylights) Blinds.Med Medium Colored venetian blinds Blinds.Lt Lightcolor d venetian blinds Roller -Dark Opaque, dark colored roller blinds Roller.Wht Opaque, white interior roller shades Roller.Lt Translucent, white roller shades Special Interior shade not represented by the types above. Table 2-7: Shading Coefficients for Interior Shading Devices Alone(Shades Close ) Drapery: Standard............ __................................................. 0.781 White/Off-White .._................................................ 0.62 Venetian Blinds: Medium Color.._....................................................0.63 LightColor ....... _....... _.._...................................... 0.58 Roller Shades: Opaque Dark....................... _......................................... 0.81 White................................................................ 0.402 Translucent Light............ . .......................................... ....... 0.44 1. 0.78 is the default value used when there is no interior shading device installed on vertical fenestration products. 2. No interior shading device may be given a shading coefficient value lower than 0.40 Note that the values above are from the row labeled 'Interior Shade' in Table G -Ila in 2-42 COMPLIANCE 7/1692 c1992byEnercomp, Inc. Table G-18: Standard U -Values of Wood Frame Raised Floor -sl Floor Imul. Condition Reference Name2 U -Value R-03 No C.S.4 FXO.2X6.16 0,239 R-03 With C.S.4 FC0.2X6.16 0.097 R-113 No C.S. FXI1.2X6.16 0.071 R-113 With C.S. FCI1.2X6.16 0.049 R-13 No C.S. FX13.2X6.16 0.064 R-13 With C.S. FC13.2X6.16 0.046 R-19 No C.S. FX 19.2X8.16048 i R-19 With C.S. FC19.2X8.16.037 R-21 No C.S. FX21.2X8.16 5 R-21 With C.S. FC21.2X8.16 0.035 R-30 No C.S. FX30.2.(10.16034 I R•30 With C.S. FC30.2XI0.16 21 1. Based on ASHRAE Parallel Heat Flow Calculation, 1989 <ASHRAE Handbook of Fundamentals. 2. The names given to the standard assemblies used to calculate these U -values in Appendix H. J. Dors not meet the minimum level required as a mandatory measure (see Section 2.2). 4. No C.S. = No Crawl Space, With C.S. _ With Crawl Space Table G-19: Standard U -Values of Wood Foam Panel Roofs/Ceilings and Wallsl Roof/ Ceiling Framing Reference Instill. Spacing Name2 U -Value R-143 48' o.c. RP.14.2X4.48 0.064 R-22 48' o.c. RP.22.2X6.48 0.044 R-28 48' o.c. RP.28.2X8.48 0.035 R-36 48' o.c. RP.36.2X10.48 0.028 Walt Framing Reference Instil. Spacing Name U -Value R-14 48' o.c. WP. 14.2X4.48 0.071 R-22 48- o.c. WP.22.2X6.48 0.049 1. Based on ASHRAE Parallel Heat Flow Calculation, 1989 ASHRAE Handbook of Fundamentals. 2. The names given to the standard assemblies used to calculate these U -values in Appendix H. 3. Does not meet the minimum level required as a mandatory measure (see Section 2.2). Glossary January 1, 1995 G-55 Table G-16: Standard U -Values of Wood Frame Framing Spacing Roofs and CesMWI U -Value Ceiling Framing Reference I nsul. Spacing Name2 U -Value R-03 16' o.c. R.0.2X6.16 .299 R-03 24' o.c. R.0.2X4.244 0.306 R-113 16' o.c. R.11.2X6.16 0.077 R-113 24' o.c. R.I1.2X4.24 0.076 R-133 16' o.c. R. 13.2X6.16 0.069 R-133 24' o.c. R. 13.2X4.24 0.068 R-19 16' o.c. R. 19.2X8.16A51 R-19 24' o.c. R.19.ZX4.24 R-22 16' o.c. R.22.2X10.16 R-22 24' o.c. R.22.2X4.24 0.041 R-30 16' o.c. A.30.2XI0.16 6 n R-30 16' o.c. R.30.2X12.16 .035 R-30 24' o.c. R.30.2X4.24 1 R-38 16' o.c. R.38.2X12.16 .029 R-38 16' o.c. R.38.2X14.16 0.028 R-38 24' o.c. R.38.2X4.24 (PO, R-49 16' o.c. R.49.2X4.16 R-39 24' o.c. R.24.2X4.24 0.019 1. Based on ASHRAE Parallel Heat Flow Calculation, 1989 A3HRAEHanalbook of Fundamentals. 2. The names given to the standard assemblies used to calculate these U -values in Appendix H. 3. Does not meet the minimum level required as a mandatory measure (see Section 2.2). 4. Roof/ceiling assemblies whose reference names list 2X4 framing include an attic space. Table G-17: Standard U -Values of Wood Frame Wafls1 Wall Ltsul. Framing Spacing Reference - Name2 U -Value R-03 16' o.c. W.0.2X4.16 MD R-03 24' o.c. W.0.2X4.24 0.393 R-73 16' o.c. W.7.2X4.16 0.130 R-73 24' o.c. W.7.2X4.24 0.127 R-113 16' o.c. W. 11.2X4.16 0.098 R-113 24' o.c. W.11.2X4.24 0.094 R-13 16' o.c. W.13.2X4.11X.O77 R-13 24' o.c. W.132X4..4 R-15 16' o.c. W. 15.2X R-15 24' o.c. W.15.2X4.24 R-19 16' o.c. W.19.2X6.160.065 R-19 4' o.c. W. 19.2X6.24 0.063 R-21 16' o.c. W.21.2X6.16 0.059 R-21 24' o.c. W.21.2X6.24 �6 R-25 16' o.c. W.25.2X6.16 0.046 R-29 16' o.c. W.29.2X4.16 0.035 Solid cots wood D.O.SCW 0.330 door (no insulation) 2. ER Based on ASHRAE Parallel Heat Flow Calculation. 1989 ASHRAE Handbook of Fundamentals. The names given to the standard assemblies used to calculate these U -values in Appendix H. Does not meet the minimum level required as a mandatory measure (see Section 2.2). G-54 January 1, 1995 Residential Manual 2.4 LIGHTING MEASURES Lighting §150(k) Installing energy-efficient lamps and futures can reduce lighting energy costs without sacrificing the quality or quantity of light available. As indicated in Table 2-5, a 40 watt standard fluorescent lamp is over four times as efficient as a 100 watt standard incandescent lamp. Kitchen Lighting The Standards require that general lighting in kitchens have an efficacy of at least 40 lumens per wan and be controlled by the most accessible switch(es) in the kitchen. The light switch location determines how the occupant will use the lighting. If more than one set of light fixtures exist which provide general lighting, those controlled by the most accesible switch are considered general lighting. Luminaries used only for specific decorative effects (and which are not the only luminaries in the kitchen) need not meet this requirement. General lighting is lighting designed to provide a substantially uniform level of light distribution throughout a space. This can be achieved by light fixtures in the ceiling or around the perimeter of the room. Lighting fixtures under cabinets may meet the general lighting requirements if they provide uniform light distribution in the kitchen (see Figure 2-11). A luminaire which is the only lighting in a kitchen will be considered general lighting. Bathroom Lighting The Standards require that each room containing a water closet must have at least one luminaire with lamps with an efficacy of at least 40 lumens per wart. As an alternative, this requirement may be met by installing the high efficacy luminaire in an adjacent room that has complementary plumbing fixtures. If there is more than one luminaire in the room, the high -efficacy luminaire must be switched at an entrance to the room. General Luminaries installed to meet the 40 lumens per watt requirements cannot contain medium base incandescent lamp sockets, and must be on separate switches from incandescent lighting. Table 2.5. Typical Efficacy of Luminaries Rated Lamp Typical Efficacy Light Source Type Watts Lumens/Wattl Incandescent Standard 40-100 14- 18 Halogen 40-250 See Note 2 Fluorescent Full -Sire, 4' Long 32-40 69-913 (Lamp/Ballast U -Shaped T-8 Bipin 16-31 79-90 Systems) Compact Fluorescent 5-9 26-38 Compact Fluorescent 13 + 42-58 Metal Halide Metal Halide 32-175 50-90 High Pressure Sodium White High Pressure Solium 35 - 100 36-55 1 Includes power consumed by ballasts where applicable. 2 Halogen capsule incandescent lamps may be the most efficient light source for highlighting applications. Most halogen lamps are designed to produce a beam of directed light. Manufacturer's data typically list the .candlepower' intensity of that beam, rather than lumens (lumens measure total light output -in all directions). The standard halogen capsule lamps will not exceed a maximum of 20 lumens/watt. A new technology using infrared reflecting films on the halogen capsules has increased output up to 30 lumens/watt for some high wattage lamps. 3 Efficacy of fluorescent lighting varies depending on lamp and ballast types. Mandatory Measures January 1, 1995 2-17 "A" must be fluorescent All of "C" must be fluorescent "A"must be fluorescent All of "A" or "C" must be fluorescent. If "C" then "C" must be the most accessible switch Figure 2-11: Kitchen Lighting Examples 2-18 January 1, 1995 Residential Manual 0 A" must be fluorescent 'A' or B' must be fluorescent 0 oa A' must be fluorescent; D' can be incandescent 'B' or 'E' must be fluorescent Figure 2-12: Bathroom Lighting Examples Mandatory Measures January 1, 1995 2-19 JTL DESIGN & ENGINEERING 20351 Irvine Ave. Suite #2 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 Cover sheet of 3� STRUCTURAL CALCULATIONS FOR .. t,• PROJECT NO: 98-AO60 PROJECT ADDRESS: 15 Sailcrest Newport coast -California "Pelican Crest" CLIENT: M01I ;7�T.X`� 197.11121 Ms June Chao 14 Hexham Irvine. California July 7 , 1998 AUG 25 1998 ?V EES 4 6- Lai `2 C 35023 m Exp. 30-9Q � �� IJP! DESIGN CRITERIA JTL DESIGN & ENGINEERING 20351 Irvine Ave. Suite #2 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 Date:I /99 S Job No: —,eS By PL Sheet No: Building Code: 1994 UBC Wind Pressure P=(Ce)(Cq)(Qs) (I) 70 MPH Exposue "C" H= 40'-0" P= 21.5 psf Seismic factor P= ZIC/Rw = 0.183 VERTICAL LOADS ROOFLOADS ROOFING -----------10 psf /Z" PLYWD---------- ---2.5 psf RAFTERS ----------2.0 psf INSULATION --- ------- I.0 psf CEILING & MISC ---3.0 psf BEAMS & GIRDERS --2.0 psf DEAD LOAD -----------21 psf LIVE LOAD MATERIALS 16 psf @ 4:12 FLOOR LOADS FLOORING ------------------ 1.0 psf 1-1/2" LT WT CONC ---- 13.75 psf PLYWD----------------------2.5 psf JOISTS----------------------- 3.5 psf CEILING &MISC---------- 1.25 psf. BEAMS & GIRDERS ------- 2.0 psf DEAD LOAD --------------24 psf LIVE LOAD ----------------40 psf CONCRETE ----------------- 3000 psi @ 28 DAYS TYPICAL U.N.O. 2500 psi @ 28 DAYS FOR FOUNDATIONS & SLABS STEEL REINFORCING -------60000 psi FOR GRADE 60, #4 AND LARGER. 40000 psi FOR GRADE 40, #3 AND SMALLER. LUMBER: ----------------------DOUGLAS FIR N041 (Fb=1000 psi) FOR F'b SEE SHT 2,3,4 GLUED LAM BEAMS ------ —COMB. 24-F (F'b=2400 psi) STRUCTURAL STEELS -----ASTM A36 (Fy=36 ksi) TYPICAL A-500 FOR TUBE COLUMNS, SOIL INFORMATION ---------1500 psf SOIL BEARING PER SOIL REPORT 1 z 3 6 5 6 8 9 10 1z 13 14 Is 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 a w 4 33 K� ao034 0 w035 W IZ 36 wn JTL DESIGN & ENGINEERING DATE fuL�l l9gB 20351 IRVINE AVE. SUITE #2 CONT. NO. SANTA ANA HEIGHTS CA 92707 ev L CNK'D TEL: (714)545-8470 FAX: (714)545-8446 sN ET NO. Z 2 3 4 5 6 7 8 9 10 1I 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Timber Chart Allowable Bending Stresses (F'b) Nominal Size Cf Size OF No. 2 Fb=875 psi OF No. 1 Fb=1000 psi OF No. 1 8 Better OF Select Stnutural (bxd) Factor Fb=1150 psi Fb=1450 psi 2 x 3 1.5 1313 1500 1725 2175 2x 4 1.5 1313 1500 1725 2175 2x 5 1.4 1225 1400 1610 2030 2x 8 1.3 1138 1300 1495 1885 2 x 8 1.2 1075 1200 1380 1740 2 x 10 1.1 983 1100 1285 1595 2 x 12 1.0 875 1000 1150 1450 1300 1495 2 x 14 1.0 875 1075 .1000 1150 1450 4 x 12 1.1 3 x 4 1.5 1313 1595 1500 1725 2175 1000 1150 3 x 5 1.4 1225 875 1400 1810 2030 3 x 6 1.3 1138 1300 1495 1885 3 x 8 1.2 1075 1200 1380 1740 3 x 10 1.1 963 1100 1265 1595 3 x 12 1.0 875 1000 1150 1450 3 x 14 1.0 675 1000 1150 1450 3 x 18 1.0 875 1000 1150 1450 4 x 4 1.5 1313 1500 1725 2175 4 x 5 1.4 1225 1400 1810 2030 4 x 8 1.3 1138 1300 1495 1885 2 3 4 5 6 7 8 9 10 1I 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 4 x 8 1.3 1138 1300 1495 1885 4 x 10 1.2 1075 - 1200 1380 1740 4 x 12 1.1 963 1100 1285 1595 4 x 14 1.0 875 1000 1150 1450 4 x 18 1.0 875 1000 1150 1450 If I: le ,e Ifi 17 18 19 20 21 22 23 24 25 26 27 25 29 30 31 y 32 a w<33 ¢h c234 0 W w35 F� o ¢ 36 46 JTL DESIGN & ENGINEERING DATE fug /998 20351 IRVINE AVE. SUITE #2 CONT. 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Design & Engineering 20351 Irvine Ave. Suite #2 Santa Ana Heights CA92707 Tel: (714)545-8470 Fax: (714)545-8446 K CALCULATIONS and SKETCHES DATE f(J�yI Jig ===CHWO SHEET NO oil rvMvi mdtomNinaimy�Mm��Fi9AS of �r �1 N. ry,00, 5, H,U.��e�,�9,91�, NNN _ FrvRtl F�Mv6iffi -_ _ os o�LL Z V5 U M N^ m M u7 n a1 VS n N y L%% k X N X �V0XI VV%�� Y kW�Wk N NNY N .... Y k Www ry vmm��m Oy fmm��.f- f mm�� ter! — ry ry ry ry ry ry M M M M M M M f v f a f f v N V1 N, � 1.j Nn01 N N Vf � M N tM1 Ol b Y N m N 00 N N N N N V I b V f N V I Y1 VIN N N N N vi n ti n n n ti n n n mmxxxmmiamm O.^m m R. X X X Z Y% X Z X X Y Y Y Y Y% X - - bmmmmmmm mmmmmmmmm 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Z4 25 26 27 28 29 YI gm. F - § PM o M1 � ' L7 LL N rymry�IAA ym� AA pmpm mF {pNgy r�(9j sN {m�mg mp pv�� Y}ZSj jay�nR 4 *C'n OO 'N{= 000 --- N CI'�O .: Q $A OOQ O. n�i x.01 y ^ O 0 00O.m O Q $j gI LSA �i LLV 000 OOOOO 2wl RSi$o6eA4 8;2spquRq Oz. LL O zm 1 O Q= of r MFA g ON Fi Vf n iQi n O i�V i0 m �v m N 2tl R^$ p A a V� N — r z 1 zM ww�ts>szs mmombm wle��ry m�"11MA9 wwAA� s� iasv.wwwwww iv.igw.wawwww ao z - — '— Z V5 U M N^ m M u7 n a1 VS n N y L%% k X N X �V0XI VV%�� Y kW�Wk N NNY N .... Y k Www ry vmm��m Oy fmm��.f- f mm�� ter! — ry ry ry ry ry ry M M M M M M M f v f a f f v N V1 N, � 1.j Nn01 N N Vf � M N tM1 Ol b Y N m N 00 N N N N N V I b V f N V I Y1 VIN N N N N vi n ti n n n ti n n n mmxxxmmiamm O.^m m R. X X X Z Y% X Z X X Y Y Y Y Y% X - - bmmmmmmm mmmmmmmmm 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Z4 25 26 27 28 29 JTL DESIGN & ENGINEERING 20351 Irvine Ave. Suite 92 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 ertical load ana]yAis 1. Roof framinR Rafter #1 L=20'-0" w=1.33 (16+21)= 49.2 # / ft M= 49.2 (20)(20)/ 8 = 2460 ft -lbs Date: ,�i1Ly/ /A98 Job No: By L Sheet No: 3 S req'd = 2460 X 12/ (1385) = 21.3 in 4 3 4 Ireq'd =49.2X5(20X12)X240 =110.6 in 384 X 1600000 X 20 X 12 2 A req'd = 1.5 X 49.2 X 10 = 8 in 95 USE 2 X 10 roof rafters Qr� 12 " oc RAFTER DESIGN SCHEDULE PER DOUGLAS FIR NO #2 F'b Spacing Loading Max. span 1260 psi 2 X 12 @ 16 "oc 49.2 lb/ft 23'-0" 1385 psi 2 X 10 @ 16 "oc 49.2 lb/ft 19'-0" 1510 psi 2 X 8 @ 16 " oc 49.2 lb/ft 15'-0" 1635 psi 2 X 6 @ 16 "oc 49.21b/ft - III -011 NOTE: Allowable bending stress has included 1.25 increase facter. 19 19 2° 21 22 23 24 25 26 27 25 29 30 31 p 32 a w 33 ¢ ui c 2 34 N- O WW 35 fz 0 36 �a J.T.L. Design & Engineering 20351 Irvine Avc. Suite #2 Santa Ana Heights CA92707 Tel: (714)545-8470 Fax: (714)545-3446 CALCULATIONS and SKETCHES OATS 1 /998 CONT NO. ,8 A � L er L CHWO SH ET NO. , 5 6 7 2 3 HEADER SCHEDULE 4 5 AT NON BEARING PYA S ( ROOF & FLOOR ) 2 jf4r SPAN SIZE - 3'-0" 4 x 4 4'-0" 4 x 6 ' 5'-0" 4 x 6 ° 6'-0" 4 x 8 2 3 /�✓/� /V �YV � C[� LK��i�/ AT BEARING LVA S /700,7 /LOOK LOAD GHJ _< 500 /bs/ll <_ 104D /6 /r 11AY SPIN MY ME 3' - 0 " 4x4 4x6 4' - 0 " 4x6 4x8 5' - 0 " 4x8 4x10 6' - 0 " 4x 10 4x 12 .< is 1e 17 id 19 20 21 22 23 24 25 26 27 23 29 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 I6 19 20 2, 22 23 24 25 26 27 20 29 30 tl m p 32 W< 33 ¢h c 2 34 0 w W 35 2� 02 36 LLC J.T.L. Design 3 Engineering 20351 Imine Ave. Suite 42 Santa Ana Heights CA92707 Tel: (714)545-3470 Fav (714)545-5446 CALCULATIONS and SKETCHES 1 � � L=20'=0" W=1.33(5+10)=201bs/il M=20(20)2/8= 1000 it-/bs S req'd = 1000 x 12 1 re 'd = 5(20)(204XI23) in 3 req'd 6U06)30.12 = 240 A req'D = 1.540X10 = 3.16 in 2 95 DATE SIL CON T. NY. ,A BY CHWO SHEET NO. x -# 2 tJ67-a CEILING ,101ST SCHEDULE l A111X. S 14,IK 2 x 12 @16"OC s6' -o" 2 x 10 @16"OC D-* -o 2 x 8 @1FOC o 2 x 6 @16"OC l�/oP�l 2 x 4 @16"OC 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2B 29 1: li 1E ,B 19 2C 21 22 23 24 25 26 27 28 29 30 31 p 32 w a 33 J.T.L. Design & Engineering ?0351 Imine Ave. Suite #2 Santa Ana Heights CA92707 Tel: (714)545-8470 Fax: (714)545-8446 ,A) w� (�fLLj yZ V. Lam CALCULATIONS and SKETCHES GATE, AJL}/ /�� CONT. NO. BY pL CHK'0 SH ET NO. L=20'-0" P=20xlox 0.5(16+21)=3700lbs M=3700(20)/6=12333tllbs S re 'd = 12333x12 req'd 125 I req d , = 604.74011„—;= = 501 k a A req'd = 1.5470 4.595 = 29.2 in z U,Sz'xr2oc91 I■ ■ SMI , IdX SPAN 6 x 14 DFJI 25' - 0” 6 x 12 DFil , off 4 x 14 DF11 4 x 12 DF#1 4 x 10 DFJ 1 4 x 8 DF#1 10' - 0" �C 2 x 12 DF11 10' - 0" d7� o i is II 1z 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 25 J.T.L. Design & Engineering 20351 Irvine Ave. Suite 42 Santa Ana Heights CA92707 Tel: (714)545-8470 Fae:(714)545-8446 DATE CALCULATIONS and SKETCHES Q \ 1 l LOADING: PPsP'3 -TPs_e9 d- J f r%ypC/9�/5L A d - CHK'D LENGTH' /9 / 7o—l�xtyl� - B in%� 7�X A5�/ 5 = //.,7 .,v3 req'd 38f�C/.6�/0 �C/9�/ USE:2r::::4* _ L�,C t� J - - - ',�41 Wog 4 R= 74ec USE; LOADING: ENGTH: / S/ 5req'd-/6�X/�/� _/i✓3 Ireq'd— //?j /n/`/ - LOADING; LENGTH: K=-555' /n/2� Sreq.d=3496X/y6lG� 6 Areq d /R s/ Ireq,d J USE: cJA/O Y' f 6-314 tl 44C/a r- C R=�d6 BEAM 140: LOADING: LENGTH; x`75/ P=I15C37�=� req'd 7 ;req d- 7I/Jr% ].T.L. Design & Engineering 20351 In'ine Ave. Suite #2 Santa Ana Heights CA92707 Tel: (714)545-8470 Fax: (714)545-8446 CALCULATIONS and SKETCHES P=- 3!�7—)=3IP7/-AA LOADING: DATE 1/'!.11 /� CON T. NO. BY / CHK'D LENGTH: /5 / 3 5_e'd z 967cfx/�� =/i6 Nli, req'd USE: vJ w��jvc37� 333��/ M�33C9i�P- USF-: / AM N0: LOADING: LENGTH: i / A q•d=6 r I req'd= LOADING; Areq'd- �/�3��/ Ire9d= BEAM NO: (j3) LOADIi4G: �e q'd— ��' req'd- Ireq'd= U SE; K=- /449q ENGTH; /-SCS 37 ::L -1,.f4 44 LENGTH; F -k= J.T.L. Design & Engineering 20351 Irvine Ave. Suite #2 Santa Ana Heights CA92707 Tel: (714)545-8470 Fac (714)545-8446 CALCULATIONS and SKETCHES LOADING: DATE / CONT.N� . By �y,� TCHK'O SHIET NO. LENGTH: S SI -e9 d= q7-c!5Sx /? /anc .= S,a= 1661 N=�.��8 (/6.5req d Rr = 976$ i-eq'd=�/ USE:vC/s- off/ LOADING: LETGTH: /� s.' =/D/X 37 = 373% regId= 1�3�� DC / /0 -3737 C/;ZS��SL Areq d /63��0/ Iregd= s>Si.1fiG� USE; 455 ,LL y,r -IV' AM NO: w /67 #�! M=16 -7C/ USE: yx/;;� Z�p * / BEAM INO: LOADING: LENGTH: /34,�' Ireq'd= /0�4>A'14 LOADING: LENGTH; �eq.d= %d/7SSC/�/tea A eq'd= �� /i✓Z Ireq•d= ?v44/ USE; boC/1 ate" / /n/46 1.41 941->A13 f-,2.,= / I I II 2( 21 22 23 24 25 26 27 28 29 30 31 19 32 v W a 33 Qo Z 34 o - W 0 3S F� 0 ¢ 31 as J.T.L. Design & Engineering 20351 Irvine Ave. Suite #2 Santa Ana Heights CA92707 Tel: (714)545-8470 Fax: (714)545-8446 2< 3 1 2 3 4 5 CALCULATIONS and SKETCHES i DATE 7/gyp C ON T. N O. 78-}!� G('•3� BY ty� CHWO SHEftT NO. L=20'-0" W=1.33(10+40)=77,.jIbs//! M = 77:2 ( 20 )2 / 8 = 3860 /!-Ibs irk S req'd = 3860 x 12 /B75 = 53 in 3 1 req'd _ c5u77_1(204XI23)in4 384x1dr104x3= A req'd = l.sx95alo aaisr scHrnu� F SWIM, 2 x 12 @16"OC 2 x 10 @16"OC 2 x 8 @16"OC � —�-�C 13 Pil for GLS af4:.�L ,!/rLY. SPAiY i :3 - - .v .1 11 i4 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2B 29 I.T.L. Design 3 Engineering 20351 Inine Ave. Suite #2 Santa Ana Heights CA92707 Tel: (714)535-8470 Fax: (713)535-8336 CALCULATIONS and SKETCHES OATE juL.� /,:I, CON�T...�N/�O. �� BY i4 CHK'D SH ET N0. /3 PFAM N -Q: nia LOADING: LENGTH: /Z,S/ p S /;6N.57 = s I cf,o -)�6 / I -eq d- /� 97.7 � eq'd= �zf- -eq' d= y7-'7- /ice' USE: j2p:a1 / Ri= / fi LENGTH: kh)�-z . 3c,c3 • 5 = /91=ts.$4 PI.=7� Areq d_ — of BEAM NO: S) LOADING: /WS. l/Ap LENGTH: /p / P�3C3�J=x-33/ S = �S-��/ r� d /nom//` A USE_ 5, j,. ! Ld<Sd� BEAM NO: LOADUJG: LENGTH; /j`5 7 req'd T req'd s77 USE_,��y bc�1� J.T.L. Design & Engineering 20351 mine Ave. Suite K2 Santa Ana Heights CA92707 Tel: (714)545-8470 Fax: (714)545-8446 CALCULATIONS and SKETCHES DATE - //.f.Ltl 41'.6 Co, T.N BV � CHWO SH ET NO. / =AM N0: (/'7) LOADING: LENGTH: /44S/ —/ 5 eq d _ i I SMS C/tfs��,G req'd req• d- / /Aj USE: USS: AM NO: LOADING: ENGTH: /:�tG reqId-1��X/-��/ =-RA6� f / _Wq d-176 LOADING: -- PP=-7 S - /7-1co) Ar d- pC22 Ire 'd- _ .� q USE: yy/y.►t/ BEAM IJO: I"! LOADkG: �eq'd- A eq'd- I req'd- - USE g/e --j- C-1� LENGTH! 7�� R - /tea LENGTH; .a / J.T.L. Design & Engincering 20351 Irvine Ave. Suite #2 Santa Ana Heights CA92707 Tel: (714)535-3470 Far (714)545-8446 CALCULATIONS and SKETCHES KAM NQO' LOADING: Py P, p� � 78 S_eq d= GATE�1(1/j1, 9l7 CON TJ.NO. !3& BY F� CHK'D SHEET NO. /5 LENGTH: //.S rec{'d_ M =1,0144 /s ib I = 7 T' I-r78&c_1.5- USE: ' USE 2 iP U,:r: �f I M N0: pr -93/# LOADING: LENGTH: /As/ Sreq'd= /1b79xl = /o.23p�3 XC i7�- Are S-AKVq'd- s/78�r✓.s�/� f3o�c37.=,��s�,�C�'# I =<8> +7 5 H.=m�oXS SSregd 7L `� LOADING: w�= 7MIf-,,) r�sa��/i,�/3 P` �'y3 Sreq.d= %/SSI X7��.jtpD =�3a7 .LEriGTH: ' BEAM NO: LOAD[i4G: ! -/ W=&(6ot-1,� j-� =s7gs = re q'd LENGTH i 3 USE; g6r�/� R! 14-%x% ,r J.T.L. Design & Engineering onrE u / 20351 [nine Ave. Suite N2 CALCULATIONS and SKETCHES CON T. N07, Santa Ana Heights CA92707 ev CHK•O Tel: (714)545-8470 Fax: (714)545-8146 USE: dgy vJ AM NO: ('S1 LOADING: LENGTH: . rnJ_ p z j 4AS- - 3o87.4> a7=.�)a t cq'd E's=x37=/33� �'` �eq d= M 7`c roc; d= , /nf�d-/.✓`/� f i33� x870 -,i LOADING: LENGTH: 35X3.-3��b reqd= �'�•--,�f- 7°3=3�7h'� Areq.d= Ircq•d= / P�nx�� =yas USE: JKAM No: LOADING: E Nr, -I /g / Sreq.d= Ar Ircq•d- /4SG f R=/--AdD yj� LOADUJG: LENGTH; 7.S/ 4AJ�S1>cf44f1_rD=/44r� �req•d__ A -1^112- re d - *441# 97*44/# Ireq•d= USE: ' R-2-= J.T.L. Design & Engineering 20351 Inine Ave. Suite #2 Santa Ana Heights CA92707 Tel: (714)545-8470 Fax: (714)545-8136 CALCULATIONS and SKETCHES DATE .10 CONT.NO. �8—tea CHK'O SHEET N0. /'7 LENGTH: / p 75X37 z77s f /,✓3 0:--3-77Sx7s/%S��J Ae* d-�Z �eq.d= USE; NO: tp AM NO: M USE.:�G1C��. D BEAM 140: Pr R=ia7S-41 l) LOADING: LENGTH: lys' ��775 fi3/q /N� 'A�� t/tDsreq'd- az�,,3 � req f�ssrs�c�/�'� / LOADING: LEN, : /6 r-eq'd- ��%X//Da �c��✓/.t/-� (3j-) LOAOU41S:_ �req•d A, - �f)S- A /"/=-fin (l��d'' /��eq•d= req .d- USE__—fz�C I� !�>• / LENGTH /�4 j off.-fix/�� -. � 96 i.✓3 4z�t-/A/_7- z16 �/�G = 3rfp/•`/� F�= 'L J.T.L. Design 8 Engineering onre i /t z-1 9(f-- 20351 Im ne Ave. Suite N2 CALCULATIONS and SKETCHES CONTA. "g —A2m4a Santa Ana Heights CA92707 `' Tel: (711)515-8170 sH Eo. CNK'0 Fax: (711)515-8-116 /� e0; 4✓a LOADING: LENGTH: /sc/ vJ w=Solite=85��' S �q d �as�DXl��tdo = X03 -eq' d= USE; R=s LOADING: LaGTH." Sreq.d= 37s�C/lop = $"-/ /AVS REAM NO: V J Pj p3 = i3or-;X3 USE: r6x77 —663' BEAM NO: r 5 i6' R/ LOADING: LEtK;7K —=j!!!Z49 Ll// 5req d A - rezl•d- Ireq,d= P/=17*/,t "+S =-)-� �e7�5* _LOADu4G: req d_ /r/ /6) C/A 54!5A eq'd_ Ireq•d--" LENGTH 355/ „,s «7-0-,L D USE:6p//b,C9z _ P-4/MV J.T.L. Design & Engincering 20351 Ir\ine Acc. Suite #2 Santa Ana Heights CA92707 Tel: (714)545-8470 Far (711)515-8116 USE: 4VIL-1 USE: M NO: CALCULATIONS and SKETCHES LOADING: eq'd- A eq'd- M/A/b� DATE CONTCONT.NO. 9V�CHK'D SH ETSH ET N�� LENGTH: 95 7 IW3 R= 77s-* lNG : LENGTH: )q/ S %/ S- ��'=r%3�f req'd- �7 41oge.I � /6/--I Aq USE: BEAM NO: H7=SWXX33r- A�eq•d= aSz /� V=/ % LOADING: LENGTH: irecl' 795 d= L /ADVgG: LENGT}ii y/ / .791- s 7 9,d= oC� e H R� 127, req'd--�9�-� 39S USE; � " 237A7 * / Ri=333-z J.T.L. Design & Engineering 20351 mine Ave. Suite #2 Santa Ana Heights CA92707 Tel: (711)515-8470 Fax: (714)545-8446 USE h!j$aCgJ AM N0: CALCULATIONS and SKETCHES LOAD+NG : DATE CONT`IO. BY CHK'D SH ET NO. LENGTH: 'S r 00 P=65�x =�5i/zeq d_ req cj _ fa22 req'cj=6.6/��-�' 4L ti - wain LOADING: LaGTH: 6riJf��e re d f37JC/0=2�'e •d= 9 uN,�Ii2M_/ Gqd /671 IA4 'Ito LOADING: LENGTH: /q 4L req'd �•� "� BEAM NO: P P� USE; Ajj a2! . C- /�yyn�/yam Ps6�tc5 l3 LOADUNG: LENGTH; �eq,d= Ireq•d= M!r✓bi� i/ J.T.L. Design & Engineering 20351 In'ine Ave. Suite #2 Santa Ana Heights CA92707 Tel: (714)545-8470 Fax: (714)545-8446 CALCULATIONS and SKETCHES DATE �0Eton CONT Nb.. Syp_ CMK'O SH ET NO. Z/ 1 2 3 BEARING STUD WAILS a 5 1 i x `f sTUos cis ac NET WALL HT. 6' - 0" ' ALLOWABLE LOAD e 0.3(10'XI.7) (84213.5)2 5.75 = af,c� /bs/1! 8 J� �/ 416� /4 / 12 13 ° MAX. LOAD 5 W = to , �6 17 I 20 21 WAIL FOOTING 22 FOOTING SIZE 23 24 25 X 26 27 26 40 28 /sF' /e"1111%� x_7.5�BF/0I� CR�OF. 30 1/%TH I - ?f TOP if' 907 /ONT/NOUS 31 q p 32 P w < 33 ¢r < 34 0 WW 35 I� 36 w JTL DESIGN & ENGINEERING Date: 20351 Irvine Ave. Suite 42 Job No: Santa Ana Heights, CA 92707 By Tel: (714) 545-8470 Fax: (714) 545-8446 Sheet No: 'OSTS and FOUNDATIONS A.posts type max height column loads column sizes capacity remark 1 8'-0" 6000 lbs 4 x 4 7800 lbs 2 10'-0" 8000 lbs 4 x 6 9800 lbs 3 11'-0" 16000 lbs 6 x 6 200001bs 4 11'-0" 200001bs 3" dia steel 25000 lbs pipe B.foundations type descriptions soil bearing footing capacity 1 2'-0"SQ x 12" footing with 1500 psf 4000 lbs #4 rebars @ 12"oc each way 2 2'-6"SQ x 12" footing with 1500 psf 6000 lbs #4 rebars @12"oc each way 3 3'-0"SQ x 12" footing with 1500 psf 12000 lbs #4"rebars@12" oc eah way 4 3'-6"SQ x 12" footing with 1500 psf 18000 lbs #4 rebars @ 12"oc each way 5 4'-0"SQ x12"footing with 1500 psf 220001bs 45 rebars@ 12"oc each way 1 z 3 6 5 6 7 8 9 10 11 12 13 14 15 16 17 is 19 20 21 22 23 24 25 26 27 28 29 30 31 32 <33 Cn < 34 N� O wW35 F� 00 ¢ 36 ,a J.T.L. Design & Engineering 20351 Irvine Ave. Suite #2 Santa Ana Heights CA92707 Tel: (714)545-8470 Fax: (714)545-8446 CALCULATIONS and SKETCHES DATE ! Z44 - C ON T. NO.>� BV � CHK'D SH ET NO. �� ALLOWABLE LOADS ON D. F. # 1 WOOD COLUMNS IN KIPS Area 9 X 4 6 X 6 8 X 8 10 X 10 12 X 12 12.75 in' 30.25 int 56.25 in' 90.25 int 132.25 in' L-netn Weak SLrona Weak Strong Weak 1' 13.5 I 33.3 61.9 99.3 145.5 2' 13.5 33.3 61.9 99.3 145.5 3' 13.5 33.3 61.9 99.3 145.5 4' 13.2 33.3 61.9 99.3 145.5 5' 12.7 I 33.3 61.9 99.3 145.5 6 11.9 32.6 61.9 99.3 145.5 7' 10.6 32.1 61.2 99.3 145.5 8' 7.8 31.3 60.8 99.3 145.5 9' . 6.2 30.1 60.2 98.2 145.5 10' 5.0 28.4 59.3 97.6 145.5 11' 4.1 26.1 58.0 96.9 143.8 12'" 3.5 23.2 56.4 95.9 143.2 13' 3.0 18.0 54.4 94.6 142.3 14' 2.6 15.6 51.8 93.0 141.2 15' -- 13.6 48.6 91.0 139.8 16' -- 11.9 44.7 88.6 138.2 17' -- 1 10.6 36.5 85.6 136.2 18' -- 9.4 32.6 82.1 133.8 19' -- 8.4 29.2 78.0 131.0 20' -- 7.6 26.4 73.1 127.6 21' -- 6.9 23.9 67.5 123.8 22' -- 6.3 21.8 56.1 119.4 23' -F4 -- -- 19.9 51.3 114.3 ' -- -- 18.3 47.1 108.5 25' -- I -- 16.9 43.4 101.9 26' -- I -- 15.6 40.2 86.2 27' -- -- 14.5 37.2 79.9 28' -- I -- 13.5 34.6 I a a e 5 7 e 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3 5 6 25 26 2) 26 29 30 31 P 32 3. Cn ao 3: o- 3' J' 3c �i J.T.L. Dcsi_n & Engineering 20351 lr%mc Atc. Suit -- r2 Santa Ana Hcihts CA92707 Tc1. 17 14)54-5170 Fax: (714)i45-8446 CALCULATIONS and SKETCHES OaTE /u!� 70 CSN 7 .No.9 gv CNK'O SH ET NO. 1� I 2 3 a - 6 7 a 9 10 II 12 13 14 15 16 1) 18 i9 20 21 ,. 23 24 25 26 Z 25 E E IC 11 1: I] 14 15 16 1] 1e 19 20 21 22 23 2< 25 26 n 26 29 30 31 p 32 P y� < 33 Rh ao Z 34 u1_ 0 al W 35 IH 0 ¢ 36 LL J.T.L. Design & Engineering 2W51 Imine Ave. Suite k2 Santa Ana Heights CA92707 Tel: (714)545-8470 5- 3/4' THICK STEL BASE PLATE W 4- 3/4' DIA, ANCHOR BOLTS PIPE COLUMN PER PLAN 3/4' THICK 5TIs1 BASE PLATE H/ 4- 3/4' DIA. ANCHOR BOLTS — 1-1/2' DFZTPACK---\ CONCRETE SLAB PER FOUNDATION PLAN � CALCULATIONS and SKETCHES 000 111M s IN DATE C /u4> CONT. No. L94> BY CHWD SH ET NO. 3/5' THK. STIFFENER PLATE 80TH 51DE5 OF BEAM a SUPPORTS STEEL BEAM PER PLAN / TOP PLATES PER STEEL B / BEAM NOTE 1/2' THK. STEEL PLATE W 2-3/4' DIA. M5.'S T - STEEL PIPE COLUMN PER PLAN d 5151V CONCRETE PAD FOOTING W REINFORCING PER RAN Ja � a a I�III ' '. �a 18 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2 1 2 3 4 5 6 7 JTL DESIGN & ENGINEERING 20351 IRVINE AVE. SUITE #2 SANTA ANA HEIGHTS CA 92707 TEL: (714)545-8470 FAX: (714)545-8446 DATE !% �R CON T. NO. BY CH K'D SH ET NO. BI9 �N 116 19 20 21 22 23 24 25 26 27 28 29 30 31 32 a W < 33 d'N c Z 34 m_ 0 WW 35 E� Q ¢ 36 1 a �-------j /.moi .�� }/7 -1�+8-7 XS--= Y7dK6 9677 3 j 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 20 JTL DESIGN & ENGINEERING 20351 IRVINE AVE. SUITE #2 SANTA ANA HEIGHTS CA 92707 TEL: (714)545-8470 FAX: (714)545-8446 DATE CONT. O. 6Y CHWO SH ET NO. -n -7 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 a W < 33 d6 ao Z 34 WW 35 E� 0 ¢ 36 w /0 GIS ►f�lo'�OG h.�/ If 1; 1: lE Ii 16 19 2C 21 22 23 24 25 26 27 26 29 30 31 T p 32 W<33 a� ci34 o - WW 35 2� 0 ¢ 36 4a J.T.L. Design & Engineering 20351 Irvine Ave. Suite #2 Santa Ana Heights CA92707 Tel: (714)545-8470 Fax: (714)545-8446 CALCULATIONS and SKETCHES ' 111 1 i t 1 1 Normal Plywood Tbiclrness /Inches) 5/16 3/8 1/2 3/4 C -D lolerior E, & erior C/ue 20/0 24/0 32 / 16 42/20 48/24 ( 4 ) SHEAR WALLS ( SW No.) i DATE. IOLV CONT. 4 �6a BY J� CHK•D SH ET NO. Slruclural Slruclural C -C C -D C -C xlerior _w./Fxlerior au, - lue20/0 20 0 20/0 20/0 24/0 24/0 24/0 32 / 16 32 / 16 32 / 16 42 / 20 42 / 20 42 / 20 48/24 48/24 48/24 1. LEGEND SW = SHEAR WALLS = SHEAR WALL DETAIL SEE SHEETS, 3� HD = SIMPSON HOLD DOWN 2. ALL PLYWOOD SHALL BE CONTINUOUS AT PARTY WALL. .v 1. i4 14 14 15 15 17 id 19 20 21 2: 23 24 25 26 27 28 20 E 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3 32 a w ¢ 33 X ¢o z 34 m_ 0 35 WW MF mz 36 wm JTL DESIGN & ENGINEERING 20351 IRVINE AVE. SUITE #2 SANTA ANA HEIGHTS CA 92707 TEL: (714)545-8470 FAX: (714)545-8446 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 20 r 2 JTL DESIGN & ENGINEERING 20351 IRVINE AVE. SUITE #2 SANTA ANA HEIGHTS CA 92707 TEL: (714)545-8470 FAX: (714)545-8446 I DATE `I Co T.NO. BY CHK'D SM ET NO. �Q 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 26 29 30 31 32 a 'WG 33 d' N Qo Z 34 W0351 W E� I O ¢ 36 LL6 33,)l.5 1KYF/ N� 19 20 21 22 23 24 25 26 27 28 29 30 31 V 32 w < 33 Q N c, 34 N� 0 w W 35 F� Q 36 Ln • J.T.L. Design & Engineering DATE 4411 20351 Irvine Ave. Suite #2 CALCULATIONS and SKETCHES ppNT.- L�—Q��w Santa Ana Heights CA92707 Tel: (714)545-8470 sH L CHKFO SN ET NO. Fax: (714)545-8446 SEE NOTE 1 P71p SHS Xd/ IffM & N LIM, ALLOF.19LE ANof/o.P JYML S11DIF 60MY /see nole 7) 1. 1/2" DRYWALL WITH 5d CODDLER NAILS @ 7" 100 p/ft 5/8" dia. x 12" 160 16"oc 0/C EDGE AND FIELD ( TABLE UBC) 'see note 6 @ 48" on center 2. 5/8" DRYWALL WITH 6d COOOLER NAILS @ 7" 100 R/ft 5/8" 'dia. x 12" 16d@ 16"oc 0/C EDGE AND FIELD ( TABLE UBC) @ 48". on center 3. 1/2" DRYWALL WITH 5d CODDLER NAILS @ 4" 125 ✓f/ft 5/8" dia. x 12" 16d@ 12"oc 0/C EDGE AND FIELD ( TABLE UBC) @ 48" on center 4. 5/8" DRYWALL WITH 6d CODDLER NAILS @ 4" 125 k/fl 5/8" dia. x 12" 16d@ 12"oc O/C EDGE AND FIELD ( TABLE UBC) @ 48" on center 5. 1/2" BLOCKED DRYWALL WITH 5d COOLER 150 N/fl 5/8" dia. x 12" 16d@ 8"oc NAILS @ 4" 0/C EDGE AND FIELD @ 48" on center ( TABLE UBC ) 6. 5/8" BLOCKED DRYWALL. WITH 6d COOLER 175 #/fl 5/8" dia. x 12" 16d@ 8"oc NAILS @ 4" 0/C EDGE AND FIELD @ 48" on center ( TABLE UBC ) 7. 7/8" STUCCO OVER PAPER BACKED LATH 180 #/ft 5/8" dia, x 12" 16d@ 8"oc W/16 GAUGE STAPLES @ 6" O/C AT TOP @ 48" on center AND BOTTOM PLATES, EDGES AND BOUNDARIES AND FIELD ( 1CBO REPORT No. 1823. 1972 OR No. 1318, 1973 ) 8. 7/8" STUCCO OVER PAPER BACKED LATH 325 #/fl 5/8" dia, x 12" 16d@ 4"oc W/I6 GAUGE STAPLES @ 0/C AT TOP @ 24" on center AND BOTTOM PLATES, EDGES AND BOUNDARIES AND 6"O/C FIELD ( ICBO No. 1823, 1972 OR No. 1318, 1973) 99. 3/8" STRUCTURAL Il PLYWOOD WITH 8d 260-#/fL 5/8" dia. x 12" 16d@ 6"oc NAILS @ 6"O/C @ BOUNDARIES AND EDGES @ 36" on center AND 12"0/C FIELD ( TABLE33—I-K-1 10.• 3/8" STRUCTURAL 11 PLYWOOD WITH Bd 380 #/fL 5/8" dia. x 12" 16d@ 4"oc NAILS @ 4"0/C @ BOUNDARIES AND EDGES @ 24" on center AND 12"O/C FIELD ( TABLE I) II. 3/8" STRUCTURAL Il PLYWOOD WITH 8d 490 If/ft 5/8" dia. x 12" I6d@ 3"oc NAILS @ 3"0/C @ BOUNDARIES AND EDGES @ 16" on center AND 12"O/C FIELD ( TABLE 0 4 1 a 4 5 5 1 n 9 10 11 12 13 14 15 16 17 IS 19 20 21 22 23 24 25 26 27 28 29 I' u 2: 2'1 22 2] 2< 25 26 27 26 29 30 31 Q v 32 a 33 ao 2 34 0 W�35 F� OT 36 ,n J.T.L. Design & Engineering 20351 Irvine Ave. Suite #2 Santa Ana Heights CA92707 Tel: (714)545-8470 Fax: (714)545-8446 2I TYP6 S/!G!R A'ALG U8'/�1/L N.4/L/NC 3 CALCULATIONS and SKETCHES 12. 3/8" STRUCTURAL II PLYWOOD WITH 8d NAILS @ 2" 0/C @ BOUNDARIES AND EDGES AND 12" 0/C FIELD ( 23—) — t<-- I ) 13. 15/32" STRUCTURAL II PLYWOOD WITH 8d NAILS @ 2" 0/C @ BOUNDARIES AND EDGES AND 12" O/C FIELD ( =3-1—Ie— I ) 14. 19/32" STRUCTURAL 11 PLYWOOD WITH 8d NAILS @ 2"O/C @ BOUNDARIES AND EDGES AND 12"0/C FIELD ALw,r49zL' SHF✓1R 630 #/fL 770 #/fl 870 1/fl i OATE�� 444-y -96 CONT. � BV 43I CHK -0 SH ET NO. jllig ANCHOR .90L7S 3/4" dia. x 12" @ 24" on center 3/4 dia. x 12" @ 24" on center 3/4" dia. x 12" @ 16" on center Notes: 1. THESE VERTICAL DIAPHRAGMS SHALL NOT BE USED TO RESIST LOADS IMPOSED BY MASONRY OR CONCRETE CONSTRUCTION. NA/!S see ?ole 7 f I6d@ 2 i "oc 16d@ 2"oc 16d@ 2"oc 2. FRAMING SHALL BE 3 — INCH NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHEERE NAILS ARE SPACED 2 INCHES IN CENTER, AND WHERE 10d NAILS HAVING PENETRATION INTO FRAMING OF MORE THAN 1 — 5/8 INCHES ARE SPACED 3 INCHES ON CENTER. 3. WHEERE PLYWOOD IS APPLIED ON BOTH FACES OF WALL AND NAIL 'SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE. PANEL JOINT'S SHALL BE OFFSET TO FALL ON DEFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3 — INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 4. ALL STUDS SHALL BE SPACED AT 16 INCHES ON CENTER. 5. SILLS & TOP PLATES AND STUDS AT WALL NO'S 12. 13 AND 14 SHALL BE 3 — INCH NOMINAL OR WIDER. 6. 'VALUES OF CAPACITY ARE FOR SHORT TERM LOADING DUE TO WIND. VALUES MUST BE REDUCED 25 PERCENT FOR NORMAL LOADING. THE VALUES FOR GYPSUM PRODUCTS MUST BE REDUCED 50 PERCENT FOR DYNAMIC LOADING DUE TO EARTHQUAKE IN SEISMIC ZONES NO'S 3 AND 4. 7. COMMON NAILS AT UPPER FLOOR SILL PLATES. - - - - Iv a 14 a 14 1e 16 17 1tl 19 20 21 22 23 24 25 26 27 28 29 10 15 16 17 16 19 20 21 22 23 24 25 29 30 31 a 32 v 3 W<3 <� 34 0 0 wW35 i'- 0¢36 0m TTL DESIGN & ENGINEERING 20351 IRVINE AVE. SUITE k2 SANTA ANA HEIGHTS CA 92707 TEL: (714)545-8470 FAX: (714)545-8446 A DATE moi/ 1-495 N0. CONT. �g Ad6� BY (,{ _ CHK'D SH ET NO.� OnLp -Sip- 41 -- - + Q�6FESS/0M QFo , (ARA/ w . C 35023 Exp.9 -99 P OF CAI LAI HO LV , VG oC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 IS 19 20 21 21 11 1n I 1. — 1. -- CALCULATIONS aid SKETCHES 20 21 22 22 24 .r SY zs 26 27 2a 29 70 ]2 W ^, OA7E CONT. NO. a*SGL CHK o SHEET NO. Go _ C 3502' / 4NG-_ 9T OF CAl 0 ?,pie 04 vx • b . �Vgv-lae7r 3l /-x - .4AJI --ese�� srM 9 ,a „z 20 21 22 22 24 .r SY zs 26 27 2a 29 70 ]2 W ^, OA7E CONT. NO. a*SGL CHK o SHEET NO. Go _ C 3502' / 4NG-_ 9T OF CAl 0 ?,pie 04 vx • b . �Vgv-lae7r 3l /-x - .4AJI --ese�� srM ♦ 011 0 20 21 22 22 24 .r SY zs 26 27 2a 29 70 ]2 W ^, OA7E CONT. NO. a*SGL CHK o SHEET NO. Go _ C 3502' / 4NG-_ 9T OF CAl 0 ?,pie 04 vx • b . �Vgv-lae7r 3l /-x - .4AJI --ese�� srM 1 2 3 4 5 6 7 8 9 ,o 4 5 76 17 18 19 2.0 21 JTL DESIGN & ENGINEERING 20351 IRVINE AVE. SUITE 92 SANTA ANA HEIGHTS CA 92707 TEL: (714)545-8470 FAX: (714)545-8446 ADATE !� <9-7S CONT. NO. Ufa.-�Q,f6JJ SH ET NO. 22:-�D SS/p�{ IARly 0 C T 2 6 1996 �j� E3�k� CUh ui C 35023 Exp. 0-99 ZJ=-9>C144�x14� =7�s/ FCAIIF sJ "Al7,1 _. 22 23 24 25 _._. 29 30 31 v 32 a W 33 QN 4o Z 34 0 wW35 3� oR 36 Yl r cl� 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 IS 19 20 71 11 11 7n I .c 11 1. •- I 2 L. II.M l II K, IW L cT1i Li 6 7 a c, io B 9 ,o fi 2 IS 16 17 13 I9 20 21 22 2] .K 24 LY 25 B; imH 26 27 23 29 70 ]I 32 w ^. 33 02] op wti ]S Z. . 0 O i J6 yl z CAL-CULATIONS and SKETCHES OTE CONT. No, 8 pL CHK o SHEET NO. i1 . �y W C.35023 CD ?a _ . G�uar�p/YZfiY/L �D ct/l�i�� {�99 z� `aF CAUt". 3 �� AERO ENERGY TITLE 24 CALCULATIONS 12711 NEWPORT AVE., SUITE G TUSTIN, CALIF. 92780 (714) 505-4207 DATE: 8-4-98 OWNER: MR. & MRS. RICHARD CHAO 14 HEXHAM IRVINE, CA. 92612 714-854-5202 DESIGNER: DENNIS CHERRY & ASSOCIATES 20351 IRVINE AVENUE, SUITE #1 SANTA ANA HEIGHTS, CA. 92707 714-641-1505 PROJECT: CUSTOM RESIDENCE 15 S'AILCREST "PELICAN CREST" NEWPORT COAST, CA. STATEMENT OF COMPLIANCE The energy conservation standards for new residential buildings as set forth in Title 24, Part 2, Chapter 2-53; and Title 20, Chapter 2, Subchapter 4, Article 1, of the California Administrative Code, have been reviewed. This design conforms to all requirements as they apply in Zone 6 using MICROPAS 4, VERSION 4.50, A California Energy Commission approved computer performance method program. PREPARED BY• Q 1� kRY M. STATUM ** SUMMARY SHEET ** Project: MR. S MRS. RICHARD CHAO Zone: 6 Plan: CUSTOM Wall Insulation: R-13 Ceiling Insulation: R-19 in True -Sloping / R-30 with Attic above Raised Floor Insulation: R-19 Slab Edge Insulation: None Glazing Type: All glass is single pane, except the following, which is dual: SKYLIGHTS Shading Devices: No shading devices required. Hard Surface Flooring: 1970.0 / 2564.0 total sq. ft. '' I 3 5� S. COURT: 1885.0 BATH(S): 85.0 11 LAUNDRY: 39.0 ENTRY/FOYER: 346.0 .16 LIBRARY: 262.0 G.HALL: 427.0 HALL(S): 266.0 DINING: 272.0 M. ROOM: 189.0 KITCHEN: 355.0 M. BATH: 292.0 BATH(S); 116.0 Minimum Furnace S.E.: 80.0 AFUE% Maximum Furnace Bonnet Capacity: N/A BTUH Minimum A/C S.E.E.R.: 10.0 A/C Tonnage: 25.0 Infiltration: Standard Minimum R-4.2 insulation required on ducts in unconditioned spaces, EQUIPMENT SCHEDULE PROSECT: MR. & MRS. RICHARD CHAD 15 SAILCREST NEWPORT COAST, CA. ARCHITECT: DENNIS CHERRY & AS'SOCIATES 20351 IRVINE AVE., #1 SANTA ANA HEIGHTS, CA. 52707 714-641-1505 H. V. A. C. HEATING: BASEMENT BRYANT COMPANY FURNACE *383KAV036045 * SPORTS CT. BRYANT COMPANY FURNACE #383KAV060111 FIRST FLOOR: BRYANT COMPANY FURNACE #383KAV060111 FIRST FLOOR: BRYANT COMPANY FURNACE #383KAV060111 SECOND FLOOR: BRYANT COMPANY FURNACE #373LAV060115 MASTER BED. BRYANT COMPANY FURNACE #373LAV02405O COOLING: BASEMENT BRYANT COMPANY GOND. #561N036 • SPORTS CT. BRYANT COMPANY COND. #561N06D FIRST FLOOR: BRYANT COMPANY COND. #561N060 FIRST FLOOR: BRYANT COMPANY COND. #561N060 SECOND FLOOR: BRYANT COMPANY COND. #561N060 MASTER BED. . BRYANT COMPANY COND. #561N024 *1005 CFM/HR MINIMUM VENTILATION REQUIRED WATER HEATER: AMERICAN STANDARD MODEL (2)#G52-100T88-4NV CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -IR -------------------------------------------------------------------------- Project Title.......... MR. & MRS. RICHARD CHAO Date........ 08/04/98 Roof Project Address........ 15 SAILCREST ******* --------------------- R-19 0.051 NEWPORT COAST, CA. *v4.50* I I Documentation Author... Terry Statum ******* 1 Building Permit # I n/a Aero Energy 1 1 0.330 12711 Newport Ave, Suite G I Plan Check / Date 1 R-n/a Tustin, CA 92780 1 1 n/a 714-505-4207 1 Field Check/ Date I Climate Zone........... 06 --------------------- R-0 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. 1 MICROPAS4 v4.50 File-CHAO Wth-CTZ06S92 Program -FORM CF -IR I User#-MP1751 ------------------------------------------------------------------------------- User -Aero Energy Run -MR. & MRS. RICHARD CHAO I GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Component Frame Type ------------ Type ------- Wall n/a 11540 of Single Family Detached New Front Facing 90 deg (E) 1 3 Slab On Grade 13.9 % of floor area 0.94 Btu/hr-af-F BUILDING SHELL INSULATION Cavity Sheathing Insul Assembly R -value R -value R -value U -value Location/Comments___ R-13 R-n/a R-13 0.088 Wall n/a R-0 R-n/a R-0 0.190 Roof n/a R-30 R-n/a R-30 0.031 Roof n/a R-19 R-n/a R-19 0.051 F1oorExt n/a R-19 R-n/a R-19 0.048 Door n/a R-0 R-n/a R -O 0.330 SlabEdge n/a R -O R-n/a R-0 0.900 SlabEdge n/a R -O R-n/a R -O 0.720 SlabEdge n/a R-0 R-n/a R -O 0.550 SlabEdge n/a R-0 R-n/a R-0 0.500 Front 2x4 Wall Left 2x4 Wall Gar. 2x4 Wall Back 2x4 Wall Right 2x4 Wall Front B1k.Wall Left B1k.Wall Back B1k.Wall Right B1k.Wall Vented Attic Vaulted Roof Over Garage Over Outside Garage Door Back Door Exp to Outside Cvd to Outside Exp. to Garage Cvd. to Garage CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -IR Project Title.......... MR. & MRS. RICHARD CHAD Date........ 08/04/98 I MICROPAS4 v4.50 File-CHAO Wth-CT206S92 Program -FORM CF -IR I I User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAO I ------------------------------------------------------------------------------- FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins ---- Type --------- ------------------- Window Front (E) ----- 60.0 ----- 0.920 ---- 1 --------------- CEC Std. ----------- None None WoodDiv Door Front (E) 128.0 0.990 1 CEC Std. None None Wood Door Front (E) 72.0 0.990 1 CEC Std. None None Wood Window Front (E) 33.3 1.040 1 CEC Std. None None WoodDiv Window Front (E) 8.0 1.040 1 CEC Std. None None WoodDiv Window Front (E) 24.0 0.920 1 GEC Std. None None WoodDiv Window Left (S) 16.0 1.040 1 CEG Std. None None WoodDiv Window Left (S) 66.0 0.920 1 CEC Std. None None WoodDiv Window Left (S) 31.5 1.040 1 CEC Std. None None WoodDiv Window Left (S) 36.0 0.600 2 CEC Std. None None WoodDiv Window Left (S) 18.0 0.570 2 CEC Std. None None WoodDiv Door Left (S) 20.0 0.990 1 CEC Std. None None Wood Window Left (S) 14.0 1.040 1 CEC Std. None None WoodDiv Windov Left (S) 18.0 0.920 1 CEC Std. None None WoodDiv Window Left (S) 16.5 0.920 1 CEC Std. None None WoodDiv Window Back (W) 3.0 0.920 1 CEC Std. None None WoodDiv Window Back (W) 24.0 0.920 1 CEC Std. None None WoodDiv Window Back (W) 8.0 1.040 1 CEC Std, None None WoodDiv Door Back (W) 162.0 0.990 1 CEC Std, None None Wood Window Back (W) 57.0 0.920 1 CEC Std. None None WoodDiv Window Back (W) 45.0 1.040 1 CEC Std. None None WoodDiv Window Back (W) 30.0 0.920 1 CEC Std. None None WoodDiv Window Back (W) 33.0 1.040 1 CEC Std. None None WoodDiv Window Back (W) 22.0 0.920 1 CEC Std. None None WoodDiv Window Back (W) 35.0 0.920 1 CEC Std. None None WoodDiv Window Back (W) 66.0 0.920 1 CEC Std. None None WoodDiv Door Back (W) 37.5 0.990 1 CEC Std. None None Wood Window Back (W) 15.0 1.040 1 CEC Std. None None WoodDiv Door Back (W) 22.5 0.990 1 CEC Std. None None Wood Window Back (W) 22.0 0.920 1 CEC Std, None None WoodDiv Window Right (N) 40.5 0.920 1 CEC Std, None None WoodDiv Door Right (N) 63.0 0.990 1 CEC Std. None None Wood Door Right (N) 41.0 0.990 1 CEC Std. None None Wood Window Right (N) 75.0 1.040 1 CEC Std. None None WoodDiv Window Right (N) 95.0 0.920 1 GEC Std. None None WoodDiv Window Right (N) 16.5 1.040 1 CEC Std. None None WoodDiv Window Right (N) 76.8 0.920 1 CEC Std. None None WoodDiv Skylight Front (E) 8.4 0.470 2 CEC Std. Tinted Glas None Metal Skylight Left (S) 25.8 0.470 2 CEC: Std. Tinted Glas None Metal Skylight Back (W) 4.2 0.470 2 CEC Std. Tinted Glas None Metal Skylight Right (N) 17.4 0.470 2 CEC Std. Tinted Glas None Metal CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ---------------------------------------------------------- Project Title.......... MR. & MRS. RICHARD CHAO Date........ 08/04/98 I MICROPAS4 v4.50 File -CHAD Wth-CT20GS92 Program -FORM CF-iR I 1 User#-MP1751 ------------------------------------------------------------------------------- User -Aero Energy Run -MR. & MRS. RICHARD CHAD I THERMAL MASS ------------ Area Thickness Type ------------ Exposed -------------- ------ (sf) --------- (in) Location/Comments ------------------------ S1abOnGrade Yes 1970 3.5 Exposed Concrete Slab S1abOnGrade No 1226 3.5 Covered Concrete Slab InteriorHorz Yes 40 4.0 Brick/Masonry (Harz.) InteriorVert Yes 35 4.0 Brick/Masonry (Vert.) InteriorVert Yes 3417 8.0 Exposed 8 in. Block InteriorHorz Yes 322 1.0 Ceramic Tile (Harz.) InteriorVert Yea 290 1.0 Ceramic Tile (Vert.) InteriorHorz Yes 2564 0.6 Exposed Lt.Wt. Conc.Slab InteriorHorz No 5780 0.8 Covered Lt.Wt. Conc.Slab Equipment Type --------------- Gas AirCond HVAC SYSTEMS Minimum Duct Duct Thermostat Efficiency Location R -value Type ------------ -------------------- ------------ 0.600 AFUE Attic R-4.2 Setback 10.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ Storage Gas Recirc/TimeTemp 2 SPECIAL FEATURES/REMARKS Tank External Energy Size Insulation Factor (gal) R -value -------- ------ ---------- .44 EF 100 R-12 1) The water heaters specified will require an external insulation blanket of R-12 or greater. 2) The water heaters for this house will require a recirculation pump with a time clock - temp controller. 3) The water heaters shall be: (2) American #G52-10OT88-4NV CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -IR ------------------=-------------------- __________________________________ Project Title.......... MR. & MRS. RICHARD CHAO Date........ 06/04/98 1 MICROPAS4 v4.50 File -CHAD Wth-CT206S92 Program -FORM CF -1R I I User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAO I ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 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 responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... DENNIS CHERRY Company. DENNIS CHERRY & ASSOC. Address. 20351 IRVINE AVE., #1 SANTA ANA HTS., CA. 92707 Phone... 714-641-1505 License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title.. . Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Terry Statum Company. Aero Energy Address. 12711 Newport Ave, Suite G Tustin, CA 92780 Phone... 714-505-4207 / Signed. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL W -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION Building Envelope Measures: • ¢150(a): Minimum R-19 ceiling insulation. ✓ 1150(b): Inose fill insulation manufacturer's labeled R -Value. • §I Wc): Minimum R-13 wall insulation in wood famed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). • 1150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in raised emhcrete floors. 1150(l): Slab edge insulation - water absorption rue an greater than 0.3% water vapor transmission rate O/A no greater than 2.0 punch. ¢l I8: Insulation specified or installed meets insulation quality standards. Indicate type and form. ¢11 .17: Fenestration Products, Exterior Doors, and Infiltruion/Exfilintion Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Manufactured fenestration products have label with certified U -value, and infiltration certification. ✓ _ 3. Exterior doors and windows weuhersttipped; all joints and persetritiont caulked and sealed. 1150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. ¢150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. P _ 1150(e): Installation of Fireplaces, Decorative Gas Appliances and Gras Logs. 1. Masonry and factory -built fireplaces have: a Closeable metal or glass door b. Outside air intake with damper and control a Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbin S stem Measures: §110.13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. we §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or RCCA. 1150(1): Setback thermostat on cal applicable heating and/or cooling systems. ./ 115K): Pipe and tank insulation 1. First 5 feet of pipes closest to water heater tank, nontecirculating systems, insulated (R4 or greater) 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 coma] insulation or R-16 combined intema /externN insulation. ✓ 3. All buried or exposed piping insulated in recirculating sections of hot water systems. 4. Cooling system piping below 550 F insulated. 5. Piping insulated between heating source and indirect hot water tank. • ¢ 150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 601 and 603; ducts insulated to a minimum installed R4.2 or duan enclosed entirely within conditioned space. 2. Exhaust fan systems have beck draft or autonomic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. ¢I Id,: Pool and Spa Heating systems and Equipment. 1. System is certified with 78% dhemsl efficiency, mhoff switch, weatherproof operating Stanucuom, no electric resistance heating and no pilot light. 2. System is installed with: Vol a At lean 36" of pipe between filter and heater for future solar heating. Ill. Cava for outdoor pools or outdoor spas. 3. Pool ayatwh has directional inlets and a circulation pump that switch. ¢115: Got feed central furnaces, pool hewers, spa beaters or household cooking appliances have no ✓ continuously burning pilot light. (Exception: Nondeeeial cooking appliances whir pilot < ISO BuJlu) tlnlz Measures: ¢ I50(k): 40 lumens/waa m gnome, for genal lighting in kltehem and mans with water closets; and ✓ reomaed calling fixtures we IC (insulation cover) Revised March 1,19% COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------------------------------------- Project Title.......... MR. & MRS. RICHARD CHAO Date........ 08/04/98 Project Address........ 15 SAILCREST ******* --------------------- NEWPORT COAST, CA. *v4.50* I I Documentation Author... Terry Statum ******* I Building Permit # I Aero Energy 1 1 12711 Newport Ave, Suite G I Plan Check / Date I Tustin, CA 92780 1 1 714-505-4207 1 Field Check/ Date I Climate Zone........... 06 --------------------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. --------------------------------------------- -- - I MICROPAS4 v4.50 File-CHAO Wth-CTZ0GS92 Program -FORM C -2R I I User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAD I ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/s£-yr) - ---------- Design Design ---------- Margin = ---------- - ----------------------- - Space Heating.......... 4.32 4.92 -0.60 = = Space Cooling.......... 2.83 0.37 2.46 = = Water Heating.......... 2.26 3.49 -1.23 = = Total 9.41 8.78 0.63 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 11540 of Single Family Detached New Front Facing 90 deg (E) 1 3 ReducedYear Slab On Grade 1 126940 cf 5268 sf 3196 sf 3196 sf 13.9 % of floor area 0.94 Btu/hr-ef-F 11 ft COMPUTER METHOD SUMMARY Page 2 C -2R ------------------------------------------------------ Project Title.......... MR. & MRS. RICHARD CHAD Date........ 08/04/98 ------------------------------------------------------------- I MICROPA'34 v4.50 File -CHAD Wth-CTZ06S92 Program -FORM C -2R I i User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAO I ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION OPAQUE SURFACES Floor # of U- Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) --------- (c£) Units --------- ----- itioned Type ------------------- (ft) ------ (s£) --------- -------------- HOUSE HOUSE Shading/ Surface (s1) es Residence 11540 126940 1.00 Yes Setback 8.0 n/a OPAQUE SURFACES PERIMETER LOSSES Length Area U- Insul Act Solar Form 3 Location/ Surface -------------- (sf) ------ value ----- R-val ----- Azm --- Tilt ---- Gains ----- Reference ------------ Comments ---------------- HOUSE Shading/ Surface (s1) es 17 S1ahEdge 196 0.900 R -O 1 Wall 1835 0.088 13 90 90 Yes None Front 2x4 Wall 2 Wall 1100 0.190 0 90 90 Yes None Front B1k.Wall 3 Wall 1714 0.088 13 180 90 Yes None Left 2x4 Wall 4 Wall 882 0.190 0 180 90 Yes None Left B1k.Wall 5 Wall 498 0.088 13 180 90 No None Gar. 2x4 Wall 6 Wall 1481 0.088 13 270 90 Yes None Back 2x4 Wall 7 Wall 827 0.190 0 270 90 Yes None Back B1k.Well 8 Wall 27 0.088 13 270 90 No None Gar. 2x4 Wall 9 Wall 1785 0.088 13 0 90 Yes None Right 2x4 Wall 10 Wall 1044 0.190 0 0 90 Yes None Right B1k.Wall 11 Roof 5375 0.031 30 n/a 0 Yes None Vented Attic 12 Roof 150 0.051 19 0 27 Yes None Vaulted Roof 13 F1oorExt 1910 0.048 19 n/a 0 No None Over Garage 14 F1oorExt 162 0.048 19 n/a 0 No None Over Outside 15 Door 24 0.330 0 90 90 No None Garage Door 16 Door 24 0.330 0 270 90 Yes None Back Door PERIMETER LOSSES FENESTRATION SURFACES Length F2 Insul Solar Surface (ft) Factor R-val ------- Gains ----- Location/Comments ---------------------- Frame Open ------------ HOUSE ------ -------- Int Shading/ Surface (s1) es 17 S1ahEdge 196 0.900 R -O No Exp to Outside 18 S1abEdge 69 0.720 R-0 No Cvd to Outside 19 S1abEdge 17 0.550 R-0 No Exp. to Garage 20 S1abEdge 45 0.500 R-0 No Cvd. to Garage FENESTRATION SURFACES 4 of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (s1) es Type Type value ----- Azm --- Tit --- Only ---- Shade ---- Description --------------- ----------- HOUSE ----- ---- --------- ------ I Window 60.0 1 WoodDiv Slider 0.920 90 90 1.00 0.78 CEC Std. 2 Door 128.0 1 Wood Slider 0.990 90 90 1.00 0.78 CEC Std. 3 Door 72.0 1 Wood Slider 0.990 90 90 1.00 0.78 CEC Std. 4 Window 33.3 1 WoodDiv Slider 1.040 90 90 1.00 0.78 GEC: Std. COMPUTER METHOD SUMMARY Page 3 C -2R -------------------------------- - -- -- Project Title.......... MR. & MRS. RICHARD CHAD Date........ 08/04/98 I MICROPAS4 v4.50 File-CHAO Wth-CT20GS92 Program -FORM C -2R I I User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAO I ------------------------------------------------------------------------------- FENESTRATION SURFACES --------------------- Surface ------------ HOUSE 38 Skylight 39 Skylight 40 Skylight 41 Skylight Vent Open Type Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider U- Act value Azm Tlt 1.040 0.920 1.040 0.920 1.040 0.600 0.570 0.990 1.040 0.920 0.920 0.920 0.920 1.040 0.990 0.920 1.040 0.920 1.040 0.920 0.920 0.920 0.990 1.040 0.990 0.920 0.920 0.990 0.990 1,040 0.920 1.040 0.920 0.470 0.470 0.470 0.470 SC SC Interior Glass Int Shading/ Only Shade Description ---- ---- --------------- 90 90 1.00 # of CEC Std. 90 Area Pan- Frame Surface (sf) es Type 5 Window 8.0 1 WoodDiv 6 Window 24.0 1 WoodDiv 7 Window 16.0 1 WoodDiv 8 Window 66.0 1 WoodDiv 9 Window 31.5 1 WoodDiv 10 Window 36.0 2 WoodDiv 11 Window 18.0 2 WoodDiv 12 Door 20.0 1 Wood 13 Window 14.0 1 WoodDiv 14 Window 18.0 1 WoodDiv 15 Window 16.5 1 WoodDiv 16 Window 3.0 1 WoodDiv 17 Window 24.0 1 WoodDiv 18 Window 8.0 1 WoodDiv 19 Door 162.0 1 Wood 20 Window 57.0 1 WoodDiv 21 Window 45.0 1 WoodDiv 22 Window 30.0 1 WoodDiv 23 Window 33.0 1 WoodDiv 24 Window 22.0 1 WoodDiv 25 Window 35.0 1 WoodDiv 26 Window 66.0 1 WoodDiv 27 Door 37.5 1 Wood 28 Window 15.0 1 WoodDiv 29 Door 22.5 1 Wood 30 Window 22.0 1 WoodDiv 31 Window 40.5 1 WoodDiv 32 Door 63.0 1 Wood 33 Door 41.0 1 Wood 34 Window 75.0 1 WoodDiv 35 Window 95.0 1 WoodDiv 36 Window 16.5 1 WoodDiv 37 Window 76.8 1 WoodDiv 38 Skylight 8.4 2 Metal 39 Skylight 25.8 2 Metal 40 Skylight 4.2 2 Metal 41 Skylight 17.4 2 Metal Surface ------------ HOUSE 38 Skylight 39 Skylight 40 Skylight 41 Skylight Vent Open Type Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider Slider U- Act value Azm Tlt 1.040 0.920 1.040 0.920 1.040 0.600 0.570 0.990 1.040 0.920 0.920 0.920 0.920 1.040 0.990 0.920 1.040 0.920 1.040 0.920 0.920 0.920 0.990 1.040 0.990 0.920 0.920 0.990 0.990 1,040 0.920 1.040 0.920 0.470 0.470 0.470 0.470 SC SC Interior Glass Int Shading/ Only Shade Description ---- ---- --------------- 90 90 1.00 0.78 CEC Std. 90 90 1.00 0.78 CEC Std. 180 90 1.00 0.78 CEC Std. 180 90 1.00 0.78 CEC Std. 180 90 1.00 0.78 CEC Std. 180 90 0.88 0.78 CEC Std. 180 90 0.88 0.78 CEC Std. 180 90 1.00 0.78 CEC Std. 180 90 1.00 0.78 CEC Std. 180 90 1.00 0.78 CEC Std. 180 90 1.00 0.78 CEC Std. 270 90 1.00 0.78 CEC Std. 270 90 1.00 0.78 CEC Std. 270 90 1.00 0.78 CEC Std. 270 90 1.00 0.78 CEC Std. 270 90 1.00 0.78 CEC Std. 270 90 1.00 0.78 CEC Std. 270 90 1.00 0.78 CEC Std. 270 90 1.00 0.78 CEC Std. 270 90 1.00 0.76 CEC Std. 270 90 1.00 0.78 CEC Std. 270 90 1.00 0.78 CEC Std. 270 90 1.00 0.78 CEC Std. 270 90 1.00 0.78 CEC Std. 270 90 1.00 0.78 CEC Std. 270 90 1.00 0.78 CEC Std. 0 90 1.00 0.78 CEC Std. 0 90 1.00 0.78 CEC Std. 0 90 1.00 0.78 CEC Std. 0 90 1.00 0.78 CEC Std. 0 90 1.00 0.78 CEC Std. 0 90 1.00 0.78 CEC Std. 0 90 1.00 0.78 CEC Std. 90 27 0.82 1.00 CEC Std. 180 27 0.82 1.00 CEC Std. 270 27 0.82 1.00 CEC Std. 0 27 0.82 1.00 CEC Std. EXTERIOR SHADING ---------------- Area Shading (sf) Type 8.4 Tinted Glass 25.8 Tinted Glass 4.2 Tinted Glass 17.4 Tinted Glass SC of Ext Shade 1.00 1.00 1.00 1.00 COMPUTER METHOD SUMMARY Page 4 C -2R --------------------------------------------- -- Project Title.......... MR. & MRS. RICHARD CHAO Date........ 08/04/98 MICROPAS4 v4.50 File -CHAD Wth-CT206S92 Program -FORM C -2R I I User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAO I ------------------------------------------------------------------------------- THERMAL MASS SPECIAL FEATURES/REMARKS ------------------------ 1) The water heaters specified will require an external insulation blanket of R-12 or greater. 2) The water heaters for this house will require a recirculation pump with a time clock - temp. controller. 3) The water heaters shall be: (2) American #G52-lOOT88-4NV Area Thick Heat Conduct- Surface Mass Type --------------- (ef) ------ (in) Cap ivity ----- ------------- R -value -------- Location/Comments -------------------------- HOUSE 1 S1abOnGrade 1970 3.5 28.0 0.98 R-0.0 Exposed Concrete Slab 2 S1abOnGrade 1226 3.5 28.0 0.98 R-2.0 Covered Concrete Slab 3 InteriorHorz 40 4.0 21.0 0.59 R-0.0 Brick/Masonry (Hort.) 4 InteriorVert 35 4.0 21.0 0.59 R-0.0 Brick/Masonry (Vert.) 5 InteriorVert 3417 8.0 28.0 0.98 R-0.0 Exposed 8 in. Block 6 InteriorHorz 322 1.0 24.0 0.67 R-0.0 Ceramic Tile (Harz.) 7 InteriorVert 290 1.0 24.0 0.67 R-0.0 Ceramic Tile (Vert.) 8 Interio•rHorz 2564 0.8 24.0 0.61 R-0.0 Exposed Lt.Wt. Conc.Slab 9 InteriorHorz 5780 0.8 24.0 0.61 R-2.0 Covered Lt.Wt. Conc.Slab HVAC SYSTEMS ------------ Minimum Duct Duct Duct System ---------------- Type Efficiency Location ------------------------- R -value ------- Efficiency ---------- HOUSE Gas 0.800 AFUE Attic R-4.2 0.880 AirCond 10.00 SEER Attic R-4.2 0.870 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type ------------------- System ------ Factor -------- (gal) R -value ------ ---------- ------------ ----------- 1 Storage Gas Reeirc/TimeTemp 2 .44 100 R-12 SPECIAL FEATURES/REMARKS ------------------------ 1) The water heaters specified will require an external insulation blanket of R-12 or greater. 2) The water heaters for this house will require a recirculation pump with a time clock - temp. controller. 3) The water heaters shall be: (2) American #G52-lOOT88-4NV HVAC SIZING Page 1 HVAC Project Title.......... HOUSE LOADS Date........ 08/04/98 Project Address........ 15 SAILCREST ******* --------------------- NEWPORT COAST, CA. *v4.50* I I Documentation. Author... Terry Statum ******* I Building Permit # I Aero Energy 1 1 12711 Newport Ave, Suite G I Plan Check / Date I Tustin, CA 92780 1 1 714-505-4207 1 Field Check/ Date I Climate Zone........... 06 --------------------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I MICROPAS4 v4.50 File-CHAOHSE Wth-CTZ0GS92 Program -HVAC SIZING I User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAD I ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. 9532 sf Volume ..................... 104852 cf Front Orientation.......... Front Facing 90 deg (E) Siding Location............ NEWPORT BEACH Latitude ................... 33.6 degrees Winter Outside Design...... 39 F Winter Inside Design....... 70 F Summer Outside Design...... 80 F Summer Inside Design....... 78 F Summer Range ............... 12 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.30 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Cooling Description (Btuh) (Btuh) ------------------------------------------------------- Opaque Conduction and Solar...... 134194 70014 Glazing Conduction, .............. 46778 3018 Glazing Solar .................... n/a 62146 Infiltration ..................... 55756 1325 Internal Gain .................... n/s 3900 Ducts ............................ 23673 14040 Sensible Load .................... 260403 154442 Latent Load ...................... n/a 46333 ----------- ----------- Minimum Total Load 260403 200775 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 1 HVAC ------------------ Project Tit.le.......... SPORTS COURT Date........ 08/04/98 Project Address ........ 15 SAILCREST ******* --------------------- NEWPORT COAST, CA. *v4.50* I I Documentation Author... Terry Statum xxx*xxx I Building Permit # I Aero Energy 1 1 12711 Newport Ave, Suite G I Plan Check / Date I Tustin, CA 92780 1 1 714-505-4207 1 Field Check/ Date I Climate Zone........... 06 --------------------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. 1 MICROPAS4 v4.50 File-CHAOSPRT Wth-CTZ06S92 Program -HVAC SIZING I I User#-MP1751 User -Aero Energy Run -MR. & MRS. RICHARD CHAO I ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. 2006 sf Volume ..................... 40150 cf Front Orientation.......... Front Facing 90 deg (E) Sizing Location............ NEWPORT BEACH Latitude ................... 33.6 degrees Winter Outside Design...... 39 F Winter Inside Design....... 70 F Summer Outside Design...... 80 F Summer Inside Design....... 78 F Summer Range ............... 12 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.30 Description HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating (Btuh) Opaque Conduction and Solar...... Glaring Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts ............................ 20833 0 n/a 21351 n/a 4218 Sensible Load .................... 46402 Cooling (Btuh) 6451 0 0 507 22500 2946 32405 Latent Load ...................... n/a 9721 ----------- ----------- Minimum Total Load 46402 42126 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. MICROPAS4 Table 2-2: Manufactured Fenestration Product Default U -Values (this table to be used by manufacturer's to establish a U -value rating without performance testing) Framing Materials Any Metal Thermal Breaks Non Meta12.3 (Wood, Vinyl or other) Single Dwble Doable Uwe Dmbte Operable Windows 1.28 0.87 0.71 0.92 0.60 Fixed Windows 1.19 0.72 0.60 1.04 0.57 Patio Doors 125 0.77 0.68 0.99 0.55 Skylights 126 0.80 0.70 0.91 0.55 Greenhouse Windows 2.26 1.40 1.12 1.94 1.06 For all dual -glazed fenestration products • Subtract 0.05 for spacers of 7/16" or wider. • Subtract 0.05 for Low -c glazing. • Add 0.05 for products with between the panes dividers, if the spacer is less than 7/16" wide. • Add 0.05 to the U -value of any product with true divided lites [through the pane(s) dividers). 1. The minimum design characteristics to qualify as Thermal -Break Product are: a. The material used as the thermal -break must have a thermal conductivity of not more am 3.6 BTU-in/hr ft2/°F, and; b. Thermal -break must produce a gap of not less than 0210", and; c. All metal members of the product exposed to interior and exterior air must incorporate a thermal -break meeting the criteria in (1) and (2) above. In addition, the product must be clearly labeled by the manufactttna that it qualifies as a thermally broken product in accordance with CEC requirements. 2. Non metal products can include metal fasteners, hardware and door thresholds. 3. Add 0.04 to the listed U -value for any products that have metal cladding in any configuration. Table 2-3: Site Built Fenestration Product Default U -Values (this table to be used to establish a U -value rating without performance testing) Framing Materials Any Metal, Including Non Metall Cladding (Wood, Vinyl or other) Single Double Single Double Fixed 1.19 0.72 1.04 0.57 Operable 132 0.93 0.99 - 055 1. Non-metal excludes hardware or door thresholds. 2 m 3 2 COMPLIANCE 711592 0 1992 by Eneroamp, Inc. MICROPA64 2-26: Standard Single................ ..._._.... ...... ............................. Double............. __....._....................................... .._ the Figure 2-27: Suggested Names for Interior Shading devices Desmpdon Interior Shade Dmpes.Std Non-white drapes (CEC Standard for windows and French doors). Dtapes.Wht Drapery with a white or off-white liner None No interior drapes (CEC Standard for skylights) Blinds.Med Medium Colored venetian blinds Blinds.Lt Light-colored venetian blinds Roller ark Opaque, dark colored roller blinds Roller.Wht Opaque, white interior roller shades Roller.Lt Translucent, white roller shades Special Interior shade not represented by the types above. Table 2-7: Shading Coefficients for Interior Drapery: Standard ............ white/off-White Venetian Blinds: Medium Color Light Color..... Roller Shades: Opaque Dark ..... White ... Translucent Light .... Devices Alone(ShadesClose ) ............. 0.781 ............. 0.62 0.63 OS8 0.81 0.402 0.44 1. 0.78 is the default value used when there is no interior shading device installed on vertical fenestration products. 2. No interior shading device may be given a shading coefficient value lower than 0.40 Note that the values above are from the row labeled Interior Shade' in Table G-11 a in the Residential Manual 2"42 COMPLIANCE 711692 01992 by Ene=rnp, Inc. Table G -I8: Standard U -Values of Wood Frame Raised Floors Floor Ituul. Condition Reference Name2 U -Value R-03 No C.S.4 FXO.2X6.16 0.239 R-03 With C.S.4 FC0.2X6.16 0.097 R-113 No C.S. FXI1.2X6.16 0.071 R-113 With C.S. FC11.2X6.16 0.049 R-13 No C.S. FX13.2X6.16 0.064 R-13 With C.S. FC13.2X6.16 0.046 R-19 No C.S. FX19.2X8.16 048 R- 19 With C.S. FCl9.2X8.16 = R-21 No C.S. FX21.2X8.16 5 R-21 With C.S. FC21.M.16 0.035 R-30 No C.S. FX30.2X10.16034 R-30 With C.S. FC30.2X10.1628 1. Based on ASHRAE Parallel Heat Flow Calculation, 1989 <ASHRIE Handbook of Fundamentals. 2. The names given to the standard assemblies used to calculate these U -values in Appendix H. 3. Does not meet the minimum level required as a mandatory measure (see Section 2.2). 4. No C.S. = No Crawl Space, With C.S. With Crawl Space Table G-19: Standard U -Values of Wood Foam Panel Roots/Ceilings and Wallsl Roof/ Ceiling Framing Reference Irtsul. Spacing Name2 U -Value R-143 48' o.c. RP.14.2X4.48 0.064 R-22 48' o.c. RP.22.2X6.48 0.044 R-28 48' o.c. RP.28.2X8.48 0.035 R-36 48' o.c. RP.36.2X10.48 0.028 Will Framing Reference Insul. Spacing Name U -Value R-14 48' o.c. WP. 14.2X4.48 0.071 R-22 48- o.c. WP.22.2X6.48 0.0-9 1. Based on ASHRAE Parallel Heat Flow Calculation, 1989 ASHRAE Handbook of Fundamentals. 2. The names given to the standard assemblies used to calculate these U -values in Appendix H. 3. Does not meet the minimum level required as a mandatory measure (see Section 2.2). Glossary January 1, 1995 G-:5 Table G-16: Standard U -Values of Wood Frame Roofs and CeRingsl Ceiling Framing Reference Insul. Spacing Name2 U -Value R-03 16' o.c. R.0.2X6.16 R-03 24' o.c. R.0.2X4.244 R-113 16' o.c. R. 11.2X6.16 R-113 24' o.c. R. 11.2X4.24 R-133 16' o.c. R. 13.2X6.16 R-133 24' o.c. R. 13.2X4.24 R-19 16' o.c. R.19.2X8.16 R-19 24' o.c. R.19 ZX4.24 R-22 16' o.c. R.22.2XI0.16 R-22 24' o.c. R.22.2X4 24 R-30 16" o.c. R.30.2XI0.16 R-30 16' o.c. R.30.2X12.16 R-30 24' o.c. R.30.2X4.24 R-38 16' o.c. R.38.2X12.16 R-38 16' o.c. R.38.2X14.16 R-38 24' o.c. R.38.2X4.24 R-49 16' o.c. R.49.2X4.16 R-49 24' o.c. R.24.2X4.24 I. Based on ASHRAE Parallel Heat Flow Calculation, 1989 A-SHRAE Handiook of Fundamentals. 2. The names given to the standard assemblies used to calculate these U -values in Appendix H. 3. Does not meet the minimum level required as a mandatory measure (see Section 2.2). 4. Roof/ceiling assemblies whose reference names list 2X4 framing include an attic space. Table G-17: Standard U -Values of Wood Frame Wallsl Wall Framing Reference - Instd. Spacing Name2 U -Value R-03 16' o.c. W.0.2X4.16 aD R-03 24' 0.0. W.0.2X4.24 0.393 R-73 16' o.c. W.7.2X4.16 0.130 R-73 24" o.c. W.7.2X4.24 0.127 R-113 16' o.c. W.11.2X4.16 0.098 R-113 24' o.c. W.11.2X4.24 0.094 R-13 16' o.c. W.13.2X4.16 R-13 24" O.C. W. 13.2X XOS R-15 16' o.c. W.15.2X4.16R-15 24' o.c. W.15.2X4.24 R-19 16' o.c. W.19.2X6.160.065 R-19 4" o.c. W. 19.2X6.24 0.063 R-21 16' o.c. W.21.2X6.16 0.059 R-21 24' o.c. W.21.2X6.24 �6 R-25 16' o.c. W.25.2X6.16 0.046 R-29 16' o.c. W.29.2X4.16 0.035 Solid cote wood D.O.SCW 0.330 door (no insulation) 1. Based on ASHRAE Parallel Heat Flow Calculation, 1989 ASHRAE Handbook of Fundamental[. 2. The mimes given to the standard assemblies used to calculate these U -values in Appendix H. 3. Does not meet the minimum level required as a mandatory measure (see Section 2.2). G-54 January 1, 1995 Residential Manual 2.4 LIGHTING MEASURES Lighting §150(k) Installing energy-efficient lamps and futures can reduce lighting energy costs without sacrificing the quality or quantity of light available. As indicated in Table 2-5, a 40 watt standard fluorescent lamp is over four times as efficient as a 100 watt standard incandescent lamp. Kitchen Lighting Tbe Standards require that general lighting in kitchens have an efficacy of at least 40 lumens per wan and be controlled by the most accessible switch(es) in the kitchen. The light switch location determines how the occupant will use the lighting. If more than one set of light fixtures exist which provide general lighting, those controlled by the most accesible switch are considered general lighting. Luminaries used only for specific decorative effects (and which are not the only luminaries in the kitchen) need not meet this requirement. General lighting is lighting designed to provide a substantially uniform level of light distribution throughout a space. Ibis can be achieved by light futures in the ceiling or around the perimeter of the room. Lighting futures under cabinets may meet the general lighting requirements if they provide uniform light distribution in the kitchen (see Figure 2-11). A luminaire which is the only lighting in a kitchen will be considered general lighting. Bathroom Lighting The Standards require that each room containing a water closet must have at least one luminaire with lamps with an efficacy of at least 401umenu per wan. As an alternative, this requirement may be met by installing the high efficacy luminaire in an adjacent room that has complementary plumbing futures. If there is more than one luminaire in the room, the high -efficacy luminaire must be switched at an entrance to the room. General Luminaries installed to meet the 40 lumens per watt requirements cannot contain medium base incandescent lamp sockets, and must be on separate switches from incandescent lighting. I Includes power consumed by ballasts where applicable. 2 Halogen capsule incandescent lamps may be the most efficient light source for highlighting applications. Most balogen lamps are designed to produce a beam of directed light. Manufacturer's data typically list the •candlepower' intensity of that beam, rather than lumens (lumens measure total light output -in all directions). The standard halogen capsule lamps will not exceed a maximum of 20 lumeas/watt. A new technology using infrared reflecting films on the halogen capsules has increased output up to 30 Lumens/watt for some high wattage lamps. 3 Efficacy of fluorescent lighting varies depending on lamp and ballast types. Mandatory Measures January 1, 1995 2-17 Table 2.5. Typical Etricacy of Luminaries Rated Lamp Typical Efficacy Light Source Type Watts Lmnens/Wattl Incandescent Standard 40-100 14- 18 Halogen 40-250 See Note 2 Fluorescent Full -Size, 4' Long 32-40 69-913 (Lamp/Ballast U -Shaped T-8 Bipin 16-31 79-90 Systems) Compact Fluorescent 5 - 9 26-38 Compact Fluorescent 13 + 42-58 Metal Halide Metal Halide 32-175 50-90 High Pressure Sodium White High Pressure Sodium 35-100 36-55 I Includes power consumed by ballasts where applicable. 2 Halogen capsule incandescent lamps may be the most efficient light source for highlighting applications. Most balogen lamps are designed to produce a beam of directed light. Manufacturer's data typically list the •candlepower' intensity of that beam, rather than lumens (lumens measure total light output -in all directions). The standard halogen capsule lamps will not exceed a maximum of 20 lumeas/watt. A new technology using infrared reflecting films on the halogen capsules has increased output up to 30 Lumens/watt for some high wattage lamps. 3 Efficacy of fluorescent lighting varies depending on lamp and ballast types. Mandatory Measures January 1, 1995 2-17 "A" must be fluorescent A "A"must be fluorescent All of "C" must be fluorescent All of "A"or "C" must be fluorescent. If "C" then "C" must be the most accessible switch Figure 2-11: Kitchen Lighting Ezamples 2-18 January 1, 1995 Residential Manual 0 -N-IS :060, 0 A" must be fluorescent A' or B' must be fluorescent 0 'A' must be fluorescent; 'D' can be incandescent 'B' or 'E' must be fluorescent Figure 2-12: Bathroom Lighting Examples Mandatory Measures January 1, 1995 2-19 issoT W, [Milli , Ow i 'B' or 'E' must be fluorescent Figure 2-12: Bathroom Lighting Examples Mandatory Measures January 1, 1995 2-19