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Tract Map 3929 Soils Report
1 LIMITED PRELIMINARY SOILS INVESTIGATION LOT 117, TRACT 3929 ' MEADOWVIEW AREA CITY OF TEMECULA, CALIFORNIA Project No. 7S3WRC-335 September 17, 1992 i F';.: r SITE AVQ.DEL SOl � ��f ' VIA CIEIITO Lte WCKN i Prepared for: ' Mr. Dave Ciabattoni 41646 Avenida De La Reina Temecula, California 92592 ' Prepared by: CALIFORNIA GEO TEK, INCORPORATED 42030 Avenida Alvarado, Suite A Temecula, California 92590 1 (714) 676-2782 ' CALIFORNIA GEO TEK, INC. 00 42030 Avenida Alvarado, Suite A • Temecula, CA 92590 • (909) 676-2782 1 September p 17, 1992 ' Project No. 7S3WRC-335 ' INTRODUCTION Prior to issuance of a grading permit, the City of Temecula has requested a ' Preliminary Soils Report be prepared for -the subject parcel . The work was authorized by Mr. Dave Ciabattoni , and included: ' (1) exploratory trenching and soil sampling, (2) laboratory testing and analysis, and (3) preparing this report presenting our findings, conclusions, and ' recommendations. Plate 1 - Proposed Grading Plan/Trench Location Plan, (10-scale, in pocket) Plate 2 - Fill Slope Cross Section Plate 3 - Fill Slope Search Results ' Appendix A - Trench Logs Appendix B - Laboratory Test Data Sheets Appendix C - Grading and Earthwork Specifications 1 1 1 ' 7S3WRC-335 Page 2 1 FINDINGS Pro osed Develo ment The parcel is proposed for grading and subsequent residential construction. Site Conditions The site is located on the north side of Avenida Del Sol , westerly of Via Norte in the Meadowview area of Temecula. The terrain descends to the north at gradients up to 30 percent. Drainage is directed as sheetflow into a northwesterly trending Swale. The lot is currently vacant, supporting a growth of weeds and annual grasses. ' Plan Review ' The Grading Plan, prepared by California Geo Tek, Inc. , indicates a multi-level transition pad will be graded on the southerly portion of the- lot near Avenida Del Sol . The pad will be accessed via a 25 foot wide concrete driveway. The maximum driveway gradient is shown to be 2 percent. Fill slopes to a maximum ' vertical height of 18t feet will be required to complete the proposed grading. Only minor cut slopes less than 10 feet in vertical height are indicated. Cut and fill slope ratios vary from 2:1 to 3:1 in steepness. Several structural ' walls are indicated along the southerly portion of the pad. The estimated earthwork quantities indicate 300 yards of cut and 1050 cubic yards of fill will be required. The balance of the material (750 cubic yards) is to be imported. ' Site Investi ation Two exploratory trenches were excavated (August 15, 1992) to determine ' subsurface conditions within the limits of proposed grading. The materials encountered consisted of residual soils (Silty Sand with clay) derived from the underlying sandstone-siltstone units of the Pauba Formation. The deeper earth ' materials observed were sandstones, clayey siltstones, and poorly graded sands (stream channel deposits) typical of the Pauba Formation in this area. Groundwater was not encountered in either trench. The trenches were extended to a maximum depth of 10 feet, sampled, and subsequently backfilled. Excavation ' was easy using a Ford 555 backhoe. Geolo is Settin ' The site is located in a geologic province known as the Peninsular Ranges of Southern California which is characterized by fault controlled elongated northwest-southeast trending valleys and mountains. The property is situated on the southwesterly margin of the Perris Block approximately 6000 feet northeast of the Wildomar Fault (Elsinore Fault Zone) . The Wildomar Fault forms the southwesterly boundary of the Perris Block and is considered active. The site ' is not within any Special Studies Zone for faulting, liquefaction, or subsidence. 7S3WRC-335 Page 3 1 Laborator Testin Moisture Density ' Two moisture density determinations were made on materials in the u er 5 using a ring sampler. The results are tabulated below: pp feet, ' Loc� a� Dew Dr Densit Moisture Content T1 5 feet 88.6 pcf T2 3 feet 117.4 pcf 24.6% ' 12.1% Maximum Density One maximum density determination was conducted on the material encountered in Trench T1 from a depth of five feet. The sample has a maximum dry densit 122.5 pcf with an optimum moisture content of 11.0 percent. Y of 1 Direct Shear Two direct shear tests were conducted to represent the soil strength paameters of the native materials encountered in the upper 5 feet. The tests were performed under saturated conditions. The results (ultimate values) are tabulated below. Sample Loci Sample D—�th Condom Cohesion, osf Angle of Internal Friction T1 5 Feet Remolded 255 T1 5 Feet In-situ 180 260 1$0 25' Ex ansion Index One sample was tested to represent the finer grained materials. The fine grained Silt (ML) has an Expansion Index of 48 or a LOW expansion potential . Analysis Soil Bearin Ca acit The ultimate bearing capacity for foundations is a function of the soil properties and characteristics of the foundation itself (size, depth, shape . We have assumed that continuous footings will be used for support ) structural loads. pport of the The equation developed by Karl Terzaghi was used, which combines the effects of soil cohesion, internal friction, foundation size, and soil weight. Bearing values were determined for continuous footings 12 inches in width and 12 inches in depth and also for square footings 12 inches square and 12 inches in depth, measured below the lowest adjacent firm grade (i.n compacted fill or firm native soil) . ' 7S3WRC-335 Page 4 1 Analr�sis (continued) ' The results are as follows: ' Continuous Footings 1485 psf* Maximum Soil Bearing Value 4000 psf ' * Add 110 psf for each additional foot of width and 295 psf for each additional foot of depth ' Setter Provided structures are founded on competent native material (i .e. , Pauba Sandstone) , post-construction settlement is expected to be less than one-half ' inch under loads of up to 2 kips per linear foot. Overexcavation IDue to the loose porous nature of the near surface residual soils, overexcavation of areas to receive fill will be required. All areas to receive fill shall be overexcavated to firm competent materials (i .e. , Pauba Formation) . ' The exact depths and limits of overexcavation shall be determined by the Soil Engineer at the time of grading. A layer of compressible Silt with Clay (ML) was observed in Trench T1 at a depth of 5 feet. The silt is approximately 4 to 5 feet thick in this area. Should the structural wall footing excavations encounter this material , overexcavation may be required. The footing excavations shall be inspected by the undersigned prior to steel placement to determine the depths and limits of overexcavation if required. In some areas, it may be more cost effective to extend the footing excavations through the unsuitable materials. ! The Grading Plan indicates a small portion of the residence to the north will be located across a daylight line (i .e. , transition between cut and fill ) . In order to reduce the potential for differential settlement, footings on the fill portion of the pad shall be extended into competent native material (i .e. , Pauba Formation) . Active and Passive Soil Pressure The Rankine equations were used to calculate the active and passive soil I pressures. The values represent the on-site, native material (recompacted to 93 percent relative compaction) . ■ Active Pressure The equivalent fluid pressure for the earth materials with no surcharge is I 40 pcf. I I ' 7S3WRC-335 Page 5 ■ Passive Pressure 1 The equivalent fluid pressure for the earth material with no 245 pcf. This may be combined with a soil to concrete friction ucoefficient ' of 0.35 to resist lateral movement provided the combined value does not exceed two-thirds of allowable lateral bearing. A one-third increase in frictional lateral bearing values may be used to resist wind load or ' earthquake forces. Slo a Stabilit Anal sis The Simplified Bishop method was used to determine the minimum Factor of Safety for 2.5:1 fill slopes to a maximum height of 20 feet. Based on the fill slope analysis results, cut slopes are expected to be grossly stable to 10 feet at a ' ratio of 2:1. The strength parameters were determined from the direct shear test conducted on a remolded sample. The direct shear test was conducted under saturated conditions. ' The analysis was performed utilizing computer software supplied by Von Gunten Engineering Software, Inc. (SB-Slope) . A grid search routine was used to determine the critical circle coordinates which were found to produce minimum 1 Factor of Safety (see Plates 2 and 3) . The seismic parameters used for the evaluation are listed below: ' Horizontal ground acceleration = .20g Vertical ground acceleration = .05g ' The Slope Stability results are tabulated below: Seismic Static ' SlopeFactor of SafetyFactor .of Safety Plate No. 2.5: 1 Fill Slopes (20 feet) 1 .62 2.55 2 & 3 Note: Landscaping and planting of the fill slopes should be conducted after grading as soon as practical . 1 1 1 ' 7S3WRC-335 Page 6 ' CONCLUSIONS AND RECOMMENDATIONS Conclusions I . Development of the site fo feasible, r residential construction is geotechnically ' 2• The in-situ earth materials consist of by silt and sands of the Pauba Formation�srydual soil (Silty Sand) underlain 3. Excavation was easy using a Ford 555B Backhoe to a ma 10 feet. maximum depth of ' 4• The site is not within any Special Studies Zone for faulting g or ' 5. The in-situ dry densities were 88.6 and 117.4 pcf in the u er 5 moisture contents of 24.6 and 12.1 percent respectively. PP feet with 6. The ultimate angle of internal friction (0) for a remolded sam ' Clayey Silt is 269 with a cohesion (C) of 255 psf. P1 e of the 7. The ultimate angle of internal friction (0) for an in-situ sample ' Silt is 250 with a cohesion (C) of 180 psf. P of Clayey 8. The Expansion Index of the shallow on-site earth materials is 48 ' expansion potential) . (LOW 9. The allowable soil bearing value for continuous footings 12 inches in and 12 inches in depth, measured below the lowest adjacent firm grade wis dth ' 1485 psf. 10. Passive earth pressures are equivalent to the pressure created by a ' weighing 245 pcf. The equivalent fluid pressure (active) with no surcharg is 40 pcf, arge 11 . Post construction settlement of the proposed structures ' less than one-half inch with differential settlement u is expected to be provided the structural loads do not exceed 2 ki s P o one-fourth inch overexcavation recommendations are adhered to. P per linear foot and the r12. The allowable coefficient of fric tion between concrete and soil is 0.35. 13. The minimum static Factor of Safety for fill slopes to a maximum height 20 feet and at a maximum slope ratio of 2.5:1 has been determined to be °f above the minimum allowable 1.5 (Factor of Safety = 2.55) . 14. The minimum seismic Factor of Safety for fill slopes to a maximum 20 feet and at a maximum slope ratio of 2.5:1 has been determined toibet of above the minimum allowable 1 .1 (Factor of Safety = 1.62) . 7S3WRC-335 Page 7 Recommendations ' -Foundation Design- 1. The design for the proposed structures should be based on the Uniform Building Code values for Seismic Zone 4 with a site coefficient of Si. 2. All footings shall be designed to keep the structural loads less than the allowable soil bearing value. 3. All perimeter, continuous footings for single story construction shall be a ' minimum of 12 inches wide and 12 inches deep, measured below the lowest adjacent firm natural or compacted grade, and be reinforced with a minimum of one No. 4 bar, placed 3 inches from the bottom. ' 4. All perimeter, continuous footings for two story construction shall be a minimum of 15 inches wide and 18 inches deep, measured below the lowest adjacent firm natural or compacted grade, and be reinforced with a minimum of one No. 4 bar, placed 3 inches from the bottom. 5. A soil bearing value of 1485 psf may be used for the design of continuous ' footings 12 inches in width and 12 inches in depth, measured below the lowest adjacent firm grade. ' 6. The soil bearing values may be increased 110 psf per foot of additional width and 295 psf per foot of additional depth to a' maximum value of 4000 psf. ' 7. All slab-on-grade concrete shall be 4 inches nominal thickness (3 5/8 inch minimum thickness) or as designed by the Architect or Structural Engineer and be reinforced as a minimum with 6 x 6 No. 10/No. 10 WWF or No. 3 rebar ' placed 30 inches each way, on center. Where used, the WWF shall be placed in panels only and set on blocks ("chairs") to insure placement near the slab mid-thickness. "Pulling" of the WWF during concrete placement shall not be permitted. ' 8. Cement shall be of any type, conforming to ASTM C-150. ' 9. Representative soil samples shall be obtained at finish grade for Expansion Index testing if deemed necessary by the project Soil Engineer. ' 10. A moisture barrier, such as 6 mil Visqueen shall be placed beneath all structure slab-on-grade concrete where moisture sensitive floor coverings are proposed. The membrane shall be properly lapped and protected with a minimum of one inch of sand, above and below. ' 7S3WRC-335 Page 8 Recommendations (continued) -Grading and Earthwork- 11 . All grading shall be in accordance with applicable provisions of the Uniform Building Code as amended by applicable City Ordinances and the attached General Grading and Earthwork Specifications (Appendix C) except as modified herein. 1 12. Any existing vegetation including tree root balls shall be removed from the site and shall not be blended into any of the fill materials unless approved by the Soil Engineer at the time of grading. 13. All import material shall be approved by the Soil Engineer prior to use, ' and additional testing may, be needed to determine bearing values, expansion potential , etc. 14. All footing excavations shall be inspected by a representative of this firm ' prior to steel placement. 15. Perimeter footings on the north side of the residence shall be extended a ' minimum of their designed depths into competent native material . 16. Overexcavation depths and limits beneath proposed fills shall be determined at the time of grading by the soil engineer. 17. The exposed surface of all overexcavation areas shall be scarified a minimum of 6 inches, suitably moistened, and precompacted prior to ' replacement of the excavated material . 18. All utility trenches, including those within the building envelope, shall be properly compacted prior to placing sand, Visqueen, concrete, etc. 19. Relative compaction shall be determined in accordance with ASTM D1557-91. The minimum requirements shall be as follows: a. all fills. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .90 percent b. precompacted areas. . . . . . . . . . . . . . . . . . . . . . . .90 percent c. recompaction of overexcavated areas. . . . . . .90 percent d. trench backfill . . . . . . . . . . . . . . . . . . . . . . . . . . .90 percent e. aggregate base. . . . . . . . . . . . . . . . . . . . . . . . . . . .95 percent f. subgrade for pavement. . . . . . . . . . . . . . . . . . . . .95 percent 20. The fill slope faces should be track rolled, or otherwise suitably compacted during the placement to reduce any potential "skin failures". ' 21. Cut slopes are to be free of any protruding rocks or boulders and protected from erosion by placement of adequate brow ditches. ' 22. All fill slopes are to be 20 feet or less in vertical height and at a slope ratio of 2.5: 1 or less (unless a further, more detailed stability analysis is completed) . 1 ' 7S3WRC-335 Page 9 Recommendations (continued) 23. All cut slopes are to be 10 feet or less in vertical height and at a slope ratio of 2:1 or less (unless a further, more detailed stability analysis is ' completed) . 24. All slopes shall be landscaped and planted as soon after grading as feasible. ' 25. Erosion Control should be provided in conformance with the Uniform Building Code, Chapter 70, Section 7013, and local ordinances. ' -Retaining Wall Design- ' 26. The following values may be used for design of retaining walls: Active Pressure 40 pcf (no surcharge) Passive Pressure 245 pcf (no surcharge) ' Soil :Concrete Friction 0.35 Soil Bearing 1485 psf (add 295 psf for each additional foot of depth and 110 psf for each additional foot of width) Maximum Soil Bearing Value 4000 psf Unit Soil Weight 126.5 pcf (93% relative compaction ' at optimum moisture) -General- 27. If structural loads exceed the values in this report, a more detailed settlement analysis should be performed. ' 28. A copy of the foundation plans should be submitted to this office for review prior to grading. ' Respectfully submitted, 1 Ed Lasater ' Staff Geologist Bruce R. Lee, P.E. GE 509 ' EL/d g CCO)TIV Distribution: Addressee (4) ' PROJECT: 7S3WRC-335 (2 - 5: 1 20 FT . FILL SLOPE) LOCATION: LOT 117 TRACT 3929 MEAGOWVIEW AREA FILE: CIABATTO COMPLETE SLOPE CROSS SECTION CIRCLE X Y RADIUS FS 1 164.5 1166-2 76.0 2.55 119p 1190 1170 1160 Z 1 a 1150 w 1140� 1130 _ ' 1120 I I � ' 1110 ' 11Do 109D 9D 100 110 120 130 140 150 160 170 180 ' HORIZONTAL DISTANCE DATE: PLATE: SEPTEMBER 1592 SLOPE STABILITY ANALYSIS 2 ' PROJECT NO.: CALIFORNIA GEO TEK INC. 7$3WRC- 335 CIABATTOfVI TEMECCULA NCALIFORNIA AD9�390TE A PROJECT: 753WRC-335 (2 . 5: 1 20 FT . FILL SLOPE) LOCATION: LOT 117 TRACT 3929 MEADOWVIEW AREA ' FILE: CIABATTO 1215 + + + + + + + + 1210 4.34 3.16 3.17 2.71 2.55 2.62 3.50 5.99 + + + + + + + + 1205 4.31 3.13 3.07 2.65 2.64 2.66 3.78 7.28 + + + + + + + + 1200 3.SB 3.08 2.98 2.61 2.55 2.98 4. 0 9.56 ' 1195 3112 3.04 2.B9 2.59 2167 3.14 4.50 14.65 + + + + + + + + 1190 3.06 3.00 2.79 2.55 2.71 3.32 5.05 36.11 + + + + + + + CEN-TR OF CQITICAL CIRCLE 1185 3.00 2.99 2.70 2_ 5 2.79 3.52 5, B3 11 B0- 2.95 2.97 2.63 2.56 2.92 3.77 7.O 1 1175 2 90 2 97 2 56 2 60 3 04 4 07 9.03 + + + + + 1170 2.87 2.B9 2.57 2,69 3.19 4.46 13+27 140 145 150 155 160 165 170 175 190 165 190 195 260 205 210 215 220 225 230 235 ' 1210 ' 1190 z o Q 1170 11J AREA EXPANDED ABOVE J Lu 1150 ' 1130 1110 1090 BO 100 120 140 160 ISO 200 220 240 260 280 30J HORIZONTAL ❑ISTANCE DATE: PLATE: SEPTEMBER i992 SLOPE . STABILITY ANALYSIS ' PROJECT NO.: CALIFORNIA GEO TEK INC. r 753WRC-335 CINBHTTUNI 42030 AVENIDA ALVARAD6, SUITE A TEMECULA CALIFORNIA 92390 I 1 ' Type of Test R - Density/Moisture ' D - Maximum Density ' MA - Mechanical Analysis (Gradation) C Consolidation ' El - Expansion Index LL - Liquid Limit/Plastic Index ' SP - Standard Penetration ' SE - Sand Equivalent DS Direct Shear ' RV - "R" Value pH - Alkalinity/Acidity ' SO4 - Sulphate Analysis ' SC - Sand Cone ® Ring Sample Bag Sample ' Standard Penetrometer Sample I Dry Density (91 .2) Relative Compaction, Percent ' Moisture Content (9.5) - Optimum Moisture Content, Percent 1 CALIFORNIA GEO TEK INC. GEOTECHNICAL TRENCH LOG 4ECAN N A TEMU �ALIFORA k990 ' PROJECT N0. PROJECT NAME DATE APPENDIX j ' 7S3WRC-335 CIABATTONI SEPTEMBER I992 A i 1 GEOTECHNICAL TRENCH LOG Date _8/15/92 Trench No. T 1 Project No. 753kiRC-335 Project_ CIABATTONI ^Type of Equipment Ford 555 B�ckhaP_ Equipment Company RB Backhoe Elevation Logged by JEL Sampled by JEL —Lot No. Page �I of I 1 m _ u CL a L. N a', ;4 Geotechnical Description LL W CJ Ln r I'► +r 7! of -w H an U-) C r w - d [ L v? (Classification, moisture, c o L V) CD0 u u tightness, color, etc. ) +> > CJ ++ b C a O a G a • .r C r 0 (z ti C is O U Ln--- SM SILTY SAND, damp, loose, dark brown I porous some clay, cohesive DS ML SILT, wet, soft, greenish gray 5 R 88.6 24.6 clayey EI (72.3) (11 .0) some sand ID Pauba Formation ( Sandy Siltstone) moderately dense 10 cal iche stringers E.O.T_ 1 I15 1 20 TOTAL. DEPTH 10 FEET NO GROUNDWATER NO REFUSAL I i I a ii 1 GEOTECHNICAL TRENCH LOG i Date 8/15/92 Trench No. T 2 Project No. 7S311RC-:,�I 1 Project CIABATT NI Type of Equipment Ford 555 arkhoe 1 Equipment Company Rg Backhoe Elevation Logged by JEL Sampled by JEL Lot No. Page __l`of L 1 a _ u a L 'a Geotechnical Description U. au v (In .- -w r- v�cn CDy N - a v, (Classification, moisture, ° ° L y y r- tightness, color, etc. ) r c ° C (A � = a O. O 4 Or d ••r 7� r' C O ° G L H G is C U v7�- 1 SM SILTY SAND, damp, loose, brown 1 (alluvium) porous R 117 .4 12. 1 moderately dense, Pauba Formation (95.8) (11 .0) medium to fine grained sandstone i5 some clay yellow to brown 1 SP POORLY GRADED SAND, wet, loose, yellowish brown , micaceous, some clay coarse to fine rained channel deposits 1 E.O.T_ 1 1 1 15 1 1 20 1 TOTAL DEPTH 8 FEET NO GROUNDWATER 1 NO REFUSAL 1 A iii ■■■■■■■■■■■■■■■■■■■■■■■►�\wit■� .. "• ■■■MONSOON■■■■■■■■■■■■■■■■\■\U■■■■■ S■■■■■■■■■■■■■■■■■■■■■■■■■■►�\�\SODS . . . . �� 3 RI R2 R3 R4 DRY DENSITY (Ibs./ft. ) i0s-7 109.4 107 Z IOB_4 BORING NO_ T SATURATION (W 1000 10.0 Ioo.0 10M SAMPLE S - z 1 NATURAL MOISTURE (W -.4 -7.4 -7-4 -7.4 DEPTH 5.o Ft FINAL MOISTURE (W 22.5 21.9 22.2 22.0 SOIL CLASS ML ' ULT. MAX. NATURAL MOISTURE ❑ COHESION (Ibs/ft. )= z5s oo_ z6 SATURATEn-■ ' IN-SITU ❑ N L _ REMOLDED ud ■ ' 1800 1 ' 1500 1 ' N 1200 w vi 1 � z O_ 900 1 Ld Ld TZ00 ' 600 26' ' 300 1 I I ! II ! 300 600 9Q0 1200 1500 1800 ' NORMAL LOAD (Ibs./ft2) DATE: APPENDIX SEPTEMBER 1992 DI RECT SHEAR RESULTS bii ' PROJECT NO.: CALIFORNIA GEO TEK1 INC. r 42030 AVENIDA ALVARADU, SUITE a 7S3WRL-335 CIABNTTONI TEMECULA CALIFORNIA 92590 1 3 RI R2 R3 R4 DRY DENSITY (Ibs./ft. ) 90.0 84.3 90.5 89-6 BORING NO. T I ' SATURATION (%) 95-b 84.8 88,1 89.3 SAMPLE S-i NATURAL MOISTURE (%) 24.6 24.6 24.6 24.6 DEPTH 5.0 +T FINAL MOISTURE (%) M-2 30 27-5 z8.5 SOIL CLASS ML ' ULT. MAX. NATURAL MOISTURE ❑ COHESION (Ibs./ft )= 180 00= z5 SATURATED ■ ' IN-SITU ■ REMOLDED ❑ ' 1800 1 ' 1500 ' N 1200 ui Z O 900 w 2 O 41 ' 600 z5 ' 300 300 C00 900 1200 1500 1800 ' NORMAL LOAD (Ibs./ft�) SATE' DIRECT SHEAR RESULTS A PPE BD1i i i SEPTErIBE�c i�9L PROJECT NO.! CALIFORNIA GEO TEK INC. 7S3WkC-3 is CIHBHTTUNI 42030 TEMECCULAENIDA CALIFORNIA 922ALVARAD6590 ATE A I 1 ' APPENDIX C General Grading and Earthwork Specifications Scope ' ■ This section contains general specifications and details for work relating to the following types of construction. It should be noted that these are general specifications and may not be applicable to this ' particular project. Site Clearing and Grubbing Preparation of Subgrade in Areas to be Filled Placement of Fill JK Trench Backfill Cut Slope Inspection ' if Details ■ The Client shall employ a qualified Soil Engineer to inspect and test the fill as placed to verify the uniformity of compaction to the specified density requirement. The Soil Engineer shall advise Client and grading contractor immediately if any unsatisfactory soil related conditions exist and shall have the authority to reject the compacted fill until such time as corrective measures are taken to comply with the specifications. It shall be the sole responsibility of the grading contractor to achieve the specified degree of compaction. ' 1 . Clearing, Grubbin and Pre aring Areas to be Filled ' a) All brush, vegetation, rubbish, and desiccated clay topsoil shall be removed, piled, or otherwise disposed of so as to leave the areas to be filled free of vegetation, debris, and desiccated clay topsoil . Any soft and swampy spots in canyon areas shall be corrected by draining or ' by removal of the unsuitable materials. b) The natural ground which is determined to be satisfactory for the support of the filled ground shall be plowed or scarified to a depth of at least six inches (6") and until the surface is free from ruts, hummocks, or other uneven features which would tend to prevent uniform compaction by the equipment to be used. The scarified ground should be compacted to at least 90 percent of the maximum laboratory density. Where undisturbed bedrock is exposed at the surface, scarification and recompaction may not be required. 1 ' C i c) Where fills are made on hillsides or exposed slope areas, the existing top unstable materials should be removed. If existing slopes are steeper than 5 feet horizontal to 1 foot vertical , a key shall be cut into firm and competent undisturbed soil at the toe of the proposed fill ' slope. Horizontal benches shall be cut into firm and competent undisturbed soil or bedrock at a vertical interval not to exceed 5 feet in order to provide both lateral and vertical stability as the fill is placed. 1 d) All areas to receive controlled fill , including all removal areas and toe-of-fill benches and keys, shall be inspected and approved by the ' Soil Engineer and/or Engineering Geologist prior to placing controlled compacted fill . ' e) All fill slopes shall be equal to or flatter than 2 feet horizontal to 1 foot vertical . 2. Fill Materials and S ecial Re uirements 1 The fill soils shall consist of select materials approved by the project Soil Engineer or his representative. These materials may be obtained from ' the excavation areas and any other approved sources. The material used shall be free from organic vegetable matter and other deleterious substances, and shall not contain rocks or lumps of greater than six inches in diameter within a distance of three feet from any finished compacted surface. If excessive vegetation, rocks, or soil with inadequate strength or other unacceptable physical characteristics are encountered, these shall be disposed of. During the grading operation, if potential problem soils are found, these soils shall be tested to determine their physical characteristics. Any special treatment recommended shall become an addendum to these specifications. Boulders greater than twelve inches but less than ' or equal to two feet in diameter should be uniformly distributed in the compacted fill areas but no closer than ten feet from final grade and should be surrounded with sufficient amounts of compacted finer-grained materials. No nesting will be permitted. Boulders greater than two feet in diameter ' shall be placed in approved disposal areas no closer than ten feet from final grade and shall be placed in windrows in such a manner that voids will not exist around boulders and compaction (minimum 90 percent) can be obtained. Continuous inspection by the project Soil Engineer is required during rock disposal operations. ' 3. Placing, Spreading, and Compacting Fill Materials a) The suitable fill materials shall be placed in approximately level layers which, when compacted, shall not exceed six inches (6") in ' thickness. Each layer shall be spread evenly and shall be thoroughly mixed during the spreading to insure uniformity of material and moisture in each layer. ' b) When the moisture content of the fill materials is below that specified by the Soil Engineer, water shall be added until the moisture content is ' near optimum as specified by the Soil Engineer to assure thorough bonding during the compaction process. ' C ii c) When the moisture content of the fill material is above that specified ' by the Soil Engineer, the fill material shall be aerated by blending and scarifying or other satisfactory methods until the moisture content is near optimum as specified by the Soil Engineer. ' d) After each layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted to not less than 90 percent of maximum density in accordance with ASTM 01557-91 (five layers) . Compaction shall be accomplished with sheepsfoot rollers, multiple wheel pneumatic-tired rollers or other approved types of compaction equipment. Rollers shall be of such design that they will be able to compact the fill material to the specified density. e) The fill slope face shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compacting of the slopes shall be ' accomplished by backrolling the slopes in increments of three to five feet in elevation or by other methods producing satisfactory results. Relative compaction of the finished slope face shall be at least 90 ' percent. f) The Soil Engineer and/or his designated representative shall observe the placement of fill and shall take sufficient tests to provide an opinion ' on the uniformity and degree of compaction being obtained. g) All transition pads shall be overexcavated to a minimum of 5 feet ' outside the building limits and to a depth of 3 feet below finish grade to provide a uniform blanket of compaction beneath the proposed structure (See Detail B) . ' h) All fill slopes shall have a 5 foot wide by 1 foot high berm placed at the top of the slope to provide adequate drainage (See Detail C) . i) Rip rap, or equal flow energy dissipater, should be constructed at the discharge points of all swales and brow ditches from the graded area (See Detail D) . ' 4. Trench Backfill ' a) Trench excavations for utility pipes that are equal to or greater than 12 inches in width and are within the footprints of the proposed structure or leading up to the structure shall be backfilled under engineering supervision. b) After the utility pipe has been laid, the space under and around pipe shall be backfilled with clean sand or approved granular soil toa depth of at least one foot over the top of the pipe. The sand backfill shall be uniformly jetted into place before the controlled backfill is placed over the sand. ' C iii ' c) The on-site material's, or other soils approved by the Soil Engineer, shall be watered and mixed, as necessary, prior to placement in lifts over the sand backfill . d) The controlled backfill shall be compacted to at least 90 percent of the maximum laboratory density as determined by ASTM method D1557-91. e) Field density tests and inspection of the backfill procedures shall be made by the Soil Engineer during backfilling to see that proper moisture content and uniform compaction is being maintained. The contractor shall provide test holes and exploratory pits as required by the Soil Engineer to enable sampling and testing. 5. Cut Slope Inspection a) All slopes that equal to or less than are 2:1 and exceed 30 feet in height shall be constructed with a terrace at mid-height in conformance ' with UBC Chapter 70. b) All slopes that are steeper than 2:1 and higher than 5 feet in vertical dimension shall be inspected and tested for slope stability by a competent Soils Engineer. A minimum Factor of Safety of 1 .5 is required. 1 c) Cut slopes shall be clear of any loose material or protruding rocks or boulders. d) All rock cut slopes should be inspected by a Geologist during grading. Wedge or block failure analysis may be required if adversely fractured rock is encountered during grading of the cut slopes. ' e) A 3 foot wide by 0.5 foot deep brow ditch shall be excavated at the top of all cut slopes (See Detail E) . 1 C iv PAD GRADE S�oQE RA► l RESIDENCE 4%--- 1% , 2%(MIN.) 5,± I _ 12'-15' CONCRETE I FOOTING ----� I I 3, DETAIL "A" KEYWAY/BENCHING '(MIN.) LaN N.T.S. Q z I v UMrfS OF OVEREXCAVATICN DETAIL "B " OVEREXCAVATION 1 N.T.S. ' 3.25' 1' 2' 1.25' PAD GRADE 5� F\\Y 0.5'± 5' 1 � DETAIL "C " SWALE BERM N.T.S. ' I ' to 4" TO er COBBLES 1 DETAIL "D" RIPRAP N.T.S. 1 3. � c�\.�P� MIN.•1 DETAIL "E" BROW DITCH 1 N.T.S. ' C v CIABATTONI ® ® George McCurdy 9 2-16 8 StractntraI Ea iaegr 1 / 117 S_ Ziain St._ Suite 205, Lolko Eiaitwre, ca.. 92530-4108 253ep92 (909) 674-9543 (Vance k Fax) A l 18D e c 92 A 2 26Feb93 STRUCTURAL CALCULATIONS M/M Dave Ciabattoni Residence 29560 Avenida del Sol Temecula, Calif. Lot 117, Tract 3929 Pon's House Plans TABLE OF CONTENTS pie Design Loads & Specifications 2 thru 3 Roof Framing RF-1 thru RF-2 - A 1 Floor Framing FF-1 thru FF-4 A 2 Foundation Design F-1 thru F-2 Retaining Wall Design RW-1 thru RW-7 Stud Design S_ 1 A 1 Lateral Analysis L--1 thru L-9 A 2 Miscellaneous -Design M- 1 thru M-3 r e L{j,rli C I ABATTON I VIA^~ George McCurdy 9 2-1 6 8 ® . ® Structural Eilif+eor F-2 117 S_ Hain St_, Suite 205, Lake Eisisore, Co., 92530-4108 6 2 26Feb93 (909) 674-9543 (Voice & Fox) FOUNDATION DESIGN (cont) (ASP = 1 , 485 psf) Paq Loo "n s ee C F —3 for Pad Lo o 2 Pad P-7 P = 5 , 030 # (Note: P s 50,000 # (88 UBC Sec 2906) -- Typ) tmin = 7. 31 in ( min thickness w/out reinf----UNO) Areq = 3 . 39 sq ft b = d = 1 . 84 ft = 22 . 09 i n--------> USE 22" so x 1 Z" dp 0 2 Pad P-8 ino reinf rend—UNO) P = 8 , 712 # tmin = 9 . 62 in ( min thickness w/out reinf--UNO) Areq = 5. 87 sq ft b = d = 2 . 42 ft = 29. 07 in-------> USE 30" sg x 12' AR 02 PadP-9 P = 8, 712 # tmin = 9. 62 in ( min thickness w/out reinf--UNO) Areq = 5. 87 sq ft b = d = 2 . 42 ft = 29. 07 i n--------> USE 30" se x 1 Z" do 4117 CIABATTONI George McCurdy 92-t68 Structural Estimeer M- 1 S_ main St_, Suite 205, Lake Elsinore, Co., 92530-4108 0 2 26Feb93 (909) 674-9543 (Voice Fax) MISCELLANEOUS DESIGNS Handrail (Det 6/11 h = 42 in Load = 20 #/ft(acting horizontally @ top of handrail ) Space= 120 in oc P = 200 # (@ spacing ) y( 1 ) = 1 . 50 in (deck to top Conn) Y(2 ) = 7 . 75 in (top conn to bottom conn) Try 4x4 Cons Gr @ 120" oc M = 725 ft # (=P * (h + y( 1 ) ) ) b = 3 . 50 in d - 3. 50 in F = 1 . 5 x 10(6) psi b( 1 ) = 0 . 00 d( 1 ) = 0. 00 in A = 12 . 25 S W 7 . 15 in(3) I = 12 . 51 in(4 ) Stress= 1 . 33 F(b ) = 925 psi F(v) = 95 psi f( b ) = 1 , 217 psi < 1 , 233 psi f( h ) = 24 . 49 psi < 126. 67 psi A = 0 . 2925 in = L/ 144 f-->USE 4x4 Cons Gr @ 1Z0' oc Top Conn T = C = 992 # ( =P*(h+y( 1 )+y( 2 )/y(2 ) ) (w/o 1 /3) ) ------>USE 1/2- a MB DS Bottom Conn T = C = 842 # (=P*( h+y( 1 ) )/y(2) (w/o 1 /3) ) ------>USE 1/2' a MB DS C IABA['--rON) 92-168 George McCurdy N-2 ® ® Structural E 26Feb93 �2 Engineer • 117 S. Hsi:& St., Suite 205. Lake Elsinore. Cs.. 92530-4108 � 2 0009) 674-9543 (Voice lE rex) MISCELLANEOUS DESIG S cont Ret inina Wall Footing Rein orfinn Wall A/12B (Section 7. 5. 10) Bottom Footing Reinf (@ "toe") a = 3. 67 ft f'c = 2 , 000 V = 2 , 224 # n = 1 1 Ngov = 4 , 081 ft # fy = 40,000 b = 12 in fs = 20 ,000 t = 16 in d = 13 in----- F = 0 . 169 K = 24 . 15 -----p = 0 . 0017 A( s ) = 0 . 27 sq in Abar = 0 . 44 sq in Space= 19. 91 in oc - ->USF *6 @ 1 oc OK --v( c )= 14 . 26 psi < 49. 19 psi - Top Footing Reinf (@ "heel") a = 1 . 00 ft w = 1 , 100 #/ft V = 1 , 100 # Mg ov = 550 ft # b = 12 in t = 16 in d = 13in----- F = 0 . 169 K = 3 . 25 ---p = 0 . 0000 f(t ) = 12 . 89 psi < 71 . 55 psi A( s ) = 0 . 00 sq in Abar = 0. 20 sq in Space= #DIV/01 in oc ------>USE (Ftq OK W/out Reinf v( c )= 7 . 05 psi < 0. 00 psi Wall -C/12B (Section 7. 5.7) Bottom Footing Reinf (@ "toe" ) a = 2 . 00 ft f'c = 2 , 000 V = 2 , 126 # n = 11- _ Ngov = 2 , 126 ft # fy = 40,000 b = 12 in fs 20,000 t = 12 in d 9in--- F = 0 . 081 K = 2 6. 2 5 ---p = 0. 0017 A( s) = 0. 18 sq in Abar = 0. 31 sq in Space= 20. 26 in oc ----->USE (s5 @ 16- oc OK)_ v( c )= 19. 69 psi < 49. 19 psi Top Footing Reinf (C@ "heel") a = 0 . 83 ft w = 770 #/ft V 639 # Mg ov = 265 ft # b = 12 in t = 12 in d = 9 in----- F = 0 . 081 K 3. 27 ---p = 0. 0000 f(t ) = 11 . 05 psi < 71 . 55 psi A( s) = 0 . 00 sq in Abar = 0 . 20 sq in Space= #DIV/01 in oc - -->USE Ft OK W/nut Reinf v( c )= 5 . 92 psi < 0 . 00 psi C I ABATTON I L' George McCurdy 9 2 3 158 ® ® Structe 26F 2 eb93 6Fral RAOMer 117 S. lisi:-St_, Suite 205, Labe Eisisare, Co.. 92530-4108 (909) 674-9543 (Voice & Fax) MISCELLANEOUS DESI6NS cant Retaining Wall Footing Reinforcing Wall D/12B (Section 7. 5. 5) Bottom Footing Reinf (@ "toe") a = 1 . 50 ft f'c = 2 , 000 V = 1 , 292 # n = 11 Mg ov = 968 ft # fy = 40 ,000 b = 12 in fs = 20,000 t = 12 in d = 9 in----- F = 0 . 081 K = 1 1 . 95 ---p - 0. 0008 A( s ) = 0. 09 sq in Abar = 0 . 20 sq in Space= 27 . 78 in oc ------->USE (a4 @ 16- oc OK v( c )= 1 1 . 96 psi < 49 . 19 psi Top Footing Reinf (@ "heel" ) a = 0. 33 ft W = 550 #/ft V = 182 # Mg ov = 30 ft # b = 12 in t = 12 in d 9 in----- F 0 . 081 K = 0 . 37 ---p - 0. 0000 f(t ) = 1 . 25 psi < 71 . 55 psi A( s ) = 0. 00 sq in Abar = 0. 20 sq in Space #DIV/01 in oc ^---->USE (Ft4 OK W/out Reinf v( c )= 1 . 68 psi < 0. 00 psi Wall E/12B (Section 7. 5 .3) Bottom Footing Reinf (@ "toe" ) a = 0 . 58 ft f'c = 2 , 000 V = 828 # n = 11 Mgov = 240 ft # fy = 40,000 b = 12 in fs = 20 ,000 t = 12 in d - 9 in----- F = 0 . 081 K = 2 . 96 ---p = 0. 0001 A( s ) = 0 . 01 sq in Abar = 0. 20 sq in Space= 170. 94 in oc ------->USE (44 @ ZV oc OK) v( c )= 7 . 67 psi < 49 . 19 psi Top Footing Reinf (@ "heel") a = 0 . 58 ft W = 770 #/ft V = 447 # Ng ov 130 ft # b = 12 in t = 12 in d = 9in----- F = 0 . 081 K = 1 . 60 ----p = 0. 0000 f(t ) = 5. 40 psi < 71 . 55 psi A( s ) = 0 . 00 sq in Abar = 0 . 20 sq in Space= #DIV/0! in oc ----->USE Ft OK W/out Reinf v( c )= 4 . 14 psi < 0. 00 psi y L.J II gpS6RVATIUN STANDARDS kP (EFFECTIVE, DULY F.U. rS) U S,rA'CE RESIDENTIAL ENERGY C — 10 CLINIATE 701VE FAMILY UWELLINGSt DUPLEXES LUllGLrtC II- UUSES,v1� �1'Trlrtirr, STANDARDS APCLICKDLE TO SINGLE 4—STORY UR Il1GNER UWELLINCS OR 1C liortEL5/iIUCELS OF Ally (;UtiUUti[�N--IU—t1S^��UO N TU PLY 1U , • 'lIF[GIIC• 1 • ..cr-IR.crrh/Itnrr nJC[*TV I�n 1AKta "D ca I'L"e•ATTAC11Fp ►�49 1, rl•pttnl Comp6nncr rerno 1g0tynnr,onl no or cart. T'nl+lr G Perh ,. C Ery qrr rtrrn I lianrt NttlkAJo F_A r [h Go^tJ' Afr-1A.Arnndnrnn rnn r w HtINOo 1: SfLCl/I[l, Co"f011tNT TACRAGEli rrrGunrcrt�urmnnen) (CHOOSE AKt Or tilt STATE eatrlrllr� rolnt Compvrrr WROVED /ACKACtS, I rtrm pLthod p_jR,�r inr 5)rtrm�untnrn r) ! ` Term rtaclutr Y rnfnrrnnUnn! ,POINT SYSTEM" iRAbC-Off I -- _ Req ncq CALCULATION. Cr•IR Req Req Req r C-_ m urrrMNhoef5tmc,: I Rtq ^A.Cc r I(ETlloo T: CERT1rlty conrutta ANALYSIS IIr.IR Rrq ITV or ANNUAL ttltnCt USAGt. I C IR NA NA NA orrnerien) . AnnlTlnNS: roRtioNS or Ort1oN A Or Rrq r {t'rrl.rh SPECIAL Al RULES I r-:R NA It Arr• It Arr. tt'S•IA.Thr n,nl.Ato„ ~' HCTHoo 1 rLUR rprm lion. It Arr. too CU1t114G AACA. 11 ArP• It Arr. h(Wel tt'S•lA.Inrr•lnlnrion-{tnrhir (ALTCRHATIVE ON ADDlT1OR5: I II iu,S IrAPP It Arr• a!p HAY U$ rt1INT Sr&1LMTIHri1{OO ]) rernri IfArP ItAPp• AAdrnrn{iork,hrrilJn/pl'[r (w ADD1T1ON OR CNTIPE Req V Rrq Rtq SUILDIIIGr l,^+d rnrm3R,Cnn,rruriionA„rn, esl[uUtir n Req Rrq Req rpplaahlrl - Inurlriio t[i1{{ . eerufitne rnrm 5.5h,tAinT Cr/t- M w�Ull IpNs ArPl;u,tt Req Req Rcq NPlrcahltl CF-IR c[rvrierlr Cn,c�lnurn., I,t;nmUlete Form --- A., trra TPa,rrNralinr 2.Complete Volm-NF-IR if Afrikgk.RM' KFY- If Arr. r4et . I{rnnnR l�'��tnlculn,irn,i Of i'dck.age A r1,.r..rnon, d`d lv.+•�►+A" 3.Complete following erimeter frt/crmnnOn) t+al1.slAt, p A�IitrMt a norm A.Cellit{{l. Allrrr.,hrrtiratryrrmro}r+rNn ;[plrn�Lot,ir[ Alfuld alld raised floor insulations. 1.Rrmdr.dler w .trv,rrletyt•t�Mrt r inlet,non iltvlr,inl l . ,GiallTlg il_ value&. her,e,vlSOldlanrMlnr»tuthmr Rif d.e ,Sttading Art,lur.ceElfarmys—d"' CranyU,karrrt e a its, than 16t I ht on tM�.er►rlvru 0dth•ltomr 7 J1r C Ft:tx, gin', R ar .cnnn 6 ll nt hra Area OUS area Of tier ht.,�nl meth tie lrre5 rl rt+np'tr+"d-d of Added f IooT +1rr,ln„rvd»iJ utyrrr• r.�terior glass removed due to adM tint{ b.'NIternate lose point or comrueer method I for addition only or entire building. 1?I'1• N 4119r1 Iltev. 1 1: 1!E18 - I r . � l �Y�!' a.,,,,. -rig rr..rr:Sri.. ma.ur.� _.w-�,.. ».....`r.a• --..».,........,�..�.�. - --r...-.ww.....��..i..:�...... ... ............... ... ..._...._..-..._..._., ...__.... . ... Table 3410:Prescriptive Packages for Climate Zone 10 Package Package Package Package Package Component A B C D E BUILDING ENVELOPE Insulation Minimums: Ceiling R-30 R-30 R-30 R-30 R-30 Walls R-11 11-19 R-11 R-11 R-11 "Heavy"Wall (R-1.9) (R-2.0) (R-1.7) N/A N/A "Light Mass"Wall [R4.51 [R-4,51 [114.01 N/A N/A Slab Floor Perimeter R-7 -R-7 R-7 NR N/A -- s Raised Floor R-11 R-19 R-11 N/A R-19 GLAZING) Maximum U-Value 1.10 0.65 0.65 0.65 0.65 Maximum Total Area NR 16% 16% 20% 2096 Maximum Total Nonsouth Facing Area 9.6% N/A N/A N/A N/A Minimum South Facing Area' . 6A% NR NR NR NR SHADING COEFFICIENT South Facing Glazing 0.36/Opt.Ov, 6.36/0pt.Ov. 0.36/0pt.Ov, 0.662 0.662 West Facing Glazing 0.36 .-. 0.36 0.36 0.36 0.36 East Facing Glazing NR NR NR 0.36 0.36 North Facing Glazing NR NR NR 0.66 0.66 THERMAL MASS3 REQ NR NR 25% 10% INFILTRATION CONTROL Continuous Barrier NR NR NR NR NR Air-to-Air Heat Exchanger NR NR NR NR NR ' ! SPACE HEATING SYSTEM4 If Gas,Seasonal Efficiency= 71% 71% 71% 72% 72% If Heat Pumps,ACOP= MIN MIN MIN 2.5 2.5 j SPACE COOLING SYSTEM If Air Conditioner6,SEER= MIN MIN MIN 9.5 9.5 i DOMESTIC WATER HEATING TYPE j System must meet budget, ANY ANY Solar w/ ANY ANY I see§2-535l(by and 2-5351(f)(8) Any Backup I LEGEND: NR a Nat Required; N/A=Not Applicable; REQ=Required 1. The value in parentheses is the minimum R-value for the entire well assembly excluding Interior and exterior air films if the wail weight exceeds 40 pounds per square foot. The value in brackets is the minimum R-value for the entire assembly if the heat capacity of the will meets or exceeds the result of multiplying the brackotad minimum R-value by 0.65. The insulation must be Integral with or installed on the outside of the exterior mass. The inside surface of the thermal mass,including plaster or gypsum board In direct contract with the maturity wall,shall be exposed to the room air, The exterior wall used io med the R-value In parentheses cannot also be used to meet the above thermal mass requirement. 2. No specific shading must be installed with double glazing to meet the 0.66 shading coefficient requirement which assumes light drapery. 3. To calculate the anowd of thermal mesa required for Package A,use the method set forth in;2-535 1(f)4. Package D(for slab floor buildings) requires 25 percent of the ground floor area directly exposed to the conditioned space. tlncerpeted(e.g-,linoleum or tiled)ground floor area,such as entry ways,kitchens,bathrooms,and conditioned utility rooms w closets may all be counted towards this requirement. Package E(for raised flow buildings)requires a thermal mass area equal to 10 percent of the ground flow area. To qualify for thermal mass,the material used must have a performance equivalent to a two inch thick mass element with a volumetric heat capacity of 28 l3tu/IO-'ft.,s thermal conductivity of 0.98 t _ Btn/ft-°P.,and a surface arc diteclly exposed to the room air of the required percentage of the ground floor. 4. The 71%SH requirements are superseded by the Appliance Efficiency Sundards which requite that all nonweathetptoof antral gas fumaces of less than 175,000 BM&f manufactured on or after January 1,1998 have a rating of 72%SH or higher. Automatic setback thermostats must be ,; ,.. . installed In eonjuttctioft with an t>pttoe hewing systems except those riled In Stx►bn 2.3. 5, Neat pumps must meet the mirthmint&6 HSPP(Heating Seasonal Perfamsrtee Padw)value specified in the Appliance Efficiency Sumdirdi as . well as the ACOP(Adj sued Coefficient of Performance)listed In the Table. s 6. Bah At conditioners and the coaling cycle of heat pumps must meet the listed SEER(Seasonal Energy Efficiency Ratio)listed In the Table, a,Ll Any equipment which meet the Applisttce Efficiency Standards aloe meets the"MIN"package requitement for cooling. r,A.�L • Prescrinflve Packages -21 Lerwicate of Compliance: Residential (Page 1 of z) C11-lit 14oJect Title ` — Este 1' Project Address Hoddint Permit N. oFum nlrllan Author ior / Telephone Checked By/Due - - Compliance Method(Pakge,Point SY11cm Of Compwer) Clhnste Zone - Enforcement Agency Use laity GENERAL INFORMATION~ I ' Total Conditioned MoOr Area- Building TYf�' Single F .ft ... Hotel/Motel (check ane or more) = Mutd.-F_ami(y(less than 4 stories) Addition Multi-Family(4 or more stories) Existing-Plus-Addidon Front Entry Orientation: No h/East/South/West I Orientation (circle one or more) Number of Dwelling Units: Floor Construction Type: lab aised Floor (circle one or both) Infiltration Control: tan ar ight (circle onc)._ BUILDING SMELL INSULATION Component insulation. Location/Comments Type R-Value (attic,to err e,ry icd,etc.) Wall.............. Wall.............. Roof............. Floor............. Floor. .......... SlabP-dgc..... ( GLAZING Shading Deviccs Glazing - Arca Glass Type Interior Exterior Overhang Framing Type Orientation (,;n jsingle.double) (roller blind,etc.) (shedescreen,etc.) (yes/no) (melal/woad) Front.... ( ) �/ L rn,l�awl� Left...... ( ) N - -- Left...... ( ) Rear..... ( ) �jyC]o�NLX- .$ 1 E t INL'i Rear...,. ( ) Right.... ( ) , o a L- NO Right. Skylight....... -- — _ — THERMAL NIA Type/Co%,cri Area Thickness (elth.tex scd,iilc,ctr.) `(xfl Cinches) Location/Descri lion(kitchen, bath.etc.) y-t i Ll�-- .� =1 Cerlilieate ol•Compliance: Residential (Page 2 or 2) • I'roJrer 1 lrle U■te a HVAC SYSTEMS Minimum Duct Type (furnace,air Efficiency Location Duct Output Manufacturer/Model M conditioner,heat um SE.SEER,HSPF (attic,etc.) R•ValuC (Btuh or approved a ual � ?c --t rue r t -EZ ..�C, �C7AV d Maximum Furnace Heating Output: Btuh i NOT WATER SYSTEMS Tank Manufacturer/Model M System T (storage In,etc,) Ca acit or ap2roved equal) Special Fealurc(s) i w ,.. �.c . ' Zk SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT. This certificate of compliance lists the building features and performance specifications needed to comply with Title 24,Chapter 2•53 and Title 20,Chapter 2,Subchapter4,Article 1 of the California Administrative code, This certiftcite has been signed by the individual with overall design responsibility and the building owner,who shall retain a copy of it and transmit the certificate to•any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations,all building conservation features which vary are indicated in the Special Features/Remarks section. Designe%,NLFP, *Building Oisner None: Name: Title/Firm: Title/Firm• -- Address: Address: f Telephone: Telephone: I Lic.k _. Iko {{;; (signature) (date) (signature) (dale j; Documentation Author Enforcement Agency w' Name: rt am 'Title i 'CEN SAtenq- Ad Telephone: 3 be _ . Telephone: dpa (signaturt (date) (signatureor.ttamp) (daic) I ` h M17•11Z Mandatory Measures Checklist: Residential '' l r NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk(0)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 u binding minimum eomtponent performance specifications for the mandatory measures _ whether they are shown elsewhere In the documents of an this Checklist only, DESIGNER ENFORCEMENT DESCRWnON Building Envelope Measures 'I * 12.5352(a): Minimum ceiling insulation R•19 weighted average. i 12-5352(b): I..00se fill insulation manufacturer's labeled R-Value. .j •12.5352(c): Minimum wall insulation in framed walls R-I I weighted average(does not apply to exterior mass walls). - 12.5352(k): Slab edge insulation-water absorption rate no grater than 0.3%,water vapor transmission rw no greater than 2A pernduich, 12-5311: insulation specified or installed meets California Energy Commission(CEC)quality standards. Indicate type and form. 12.5352(f): Vapor barriers mandatory in Climate zones 14 and 16 only. 12.5317: Infiltration/Exrdtration Controls L Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. l c. Doors and windows westherstripped;all joints and penetrations caulked and sealed. 12-5352(e): Special infiltration barrier installed to comply with 12-5351 meets CEC quality standards. i 12.5352(d): Installation of Fireplaces 1, Masonry and factory-built fireplaces have: c Tight fitting,closeable metal or glass door • b.Outside air intake with damper and control c.Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 02.5352(g)and 2-5303, Space conditioning equipment sizing:attach calculations. 12.5352(h)and 2-5315: Setback thermostat on all applicable heating systems. 12.5316(a): Ducts constructed,installed and insulated per Chapter 10, 1976 UMC, - 12.5316(b): Exhaust systems have damper controls. 62.5314(c): Gas-fired spate heating equipment has intermittent ignition devices. .-. 12-5314: NVAC equipment,water heaters,showerheads and faucets certified by the CEC. 12.5352(i): Water heater insulation blanket(R-12 or greater)or combined interior/exterior insulation(R•16 or grater);first 5 feet of pipes closest to tank insulated(R-3 or greater). _ 12-5312(Exception 0; Pipe insulation on stemand steam condensate return recirculating piping. i 12-5319(d): Swimming Pool Neaung _ k 1. System has: J`, a.On/off switch on heater. b.Weatherproof instruction plate on heater. `.` c.Plumbed to allow for solar. it " 2. 75 percent thermal tiff ciency. �y l 3. Pool cover, 4. Time clock. } . S. Directional water inlet, AL , r',�s. Lighting and Appliance Measures 12.53520): Lighting-23 lumens/wait at greater for general lighting In kitchens and bathrooms. IREt 12.5314(c): Gas Cued appliances equipped with intermittent ignition devices. �; 12.5314(a): Refrigerator,refrigerator-freezers,freezers and nuarestent lamp ballasts certifiedFW ' i by the CEC. Indicate make and model number. ____ Shading C oeflicient.(K) Meksheet Form Items 1 -9a and l0a must be completed for glazing/shading combinations not found in Table G-9 of the CCAI by, using documented manulacturcrs data for the specific conditions indicated(N2,0 and p 11). For instructiims on filling out the workshect,see Shading in the ECM Glossary. For overhung SC values(p 14 and p 15),see Section 4.2 in the ECM. • General Information CophCFVE- w ki I 1, Glazing Type: r'[ �gfL. r%,. 6. Interior Shade Type: -RDLLU 5HADE:s 2. SCrlazing alone, _, . 77 7. SCshade open: 1.00 T 3. Framing Type(metal/wood): Ir 8. SCshade closed -2 4. Mullions(yes/no): (SC of shade w/clear single glas. 5. >rraming/MuUion Factor: VA i (from Table G-10) '. Glazing, Interior Shade & Framing �• �. 9a. (( _ /,0 x 0.25) + 0.751 x ----a x . 8 Sc Where: r Scm Lr SCmi" FMF(0) SC Shade Open SCmax larger of 02.attd 07 or 9b. .77' r (from Table 0-9) SCmin=tmaller of#2 and 07 SC Shade Open 103. (( -�77- x 0.25) + 0.751 x •? x • g — Where: SCM= SCmi" FMl'(0) _ SC Shade Closed SCmax 11trger of 02 and #8 or 10b. • (from Table(3-9) SCmin= smaller of#2 and #8 SC Shade Closed Exterior Shade Exterior Shade Type: 11. SCexterior shade: (from Table 0-11 or manufacturer's data w/clear single glass) Where: 12, (( x 0.25) + 0,751 x - SCmax- larger of#9a or#9b and #11 1 SCmax SC"'i" SC Shade Open SCmin=smaller of#9a or#9b and #11 NNI1crc: 13, (( x 0.25)• + 0,751 x — SCmax=larger of#l0a or#lOb and #11 SCmax SCmin — SC Shade ClosedSCmin=smaller of#10a or 010b and #1 l . j .-. Overhang (Point System Only) Projection Ratio: 14. x . - ;, Overhang Factor . SC Shade Open (Shade Open) . (#12) SC Shade Oprrt ;: (with Overhang) -- 15. X- Overhang Factor SC Shade Closed ` ' SC Shade Closed (Shade Closed) 0 13) (ii7/h Oterhai�g) • 1 Proposed Construction Assembly: Resiclentiul l-urnl zlt + - ProJert'I'1 - pale - I`ro I Addreeg 1 e l�` L �. J Hui1J,n I�ertnU y Telephone - Documentation Author Fhedred By I bale Enforcement Arcnca l:qc 11n1. Auembly?came i - I S I ' Assemble Type: Floor (check one) Wall Cciling/Ropf Gy�SvM • 8 ,j�� Framing Material: \NML L. Yromin.gSize: �� x Bv+��ta Framing Spacing: I-(� O.C. Framing Percentage: Wall: _LC 15ci 1.16"o.c., p �x� (check one) 1"'%(tea"o c.) Floor/Ceiling: ldq (16"o.L) (Q Iva = 111911 Weight I sr: (packages only) Sketch o[.Construcllon Assembly IIJ J - . . R•Value -. List of Construction Components Cavity(Re) Frome(110 Outside Surface Air Film 2. L •�� 3. 4. ( ll vim/ . 6. -- _ Inside Surface Air.Film Total Unadjusted R•Values: • I i , Framing Adjustment Calculation(if applicable): )/ac 1•(FrSE/IU(Il I/Rt Fri/I(x) Total U'Value .o .a�, - Tnt.11 k-�'ulut 1/Total L.v lue -.a ` Proposed (onstruFt•ion Assembly': Residential Furm 3I1 • Usle Project I'llk . Pre c•1 Address ��J -- N 1/1 Q- z I NuiIJmK Pcrmil+ ,. Uocumenlutlun Author Telephone — --- _ . Checked By J Date Assembly Now Fnforcernenl Alcn,} Assembly T�•pe: Floor a X,4 e I(e'b (check one) Wall 1 /1 Ceiling/Roo( 1 IUVY0 Ulu -6 Framing Material: Framing Size: x • Framing Spacing: o.C: Fr2nung Percentage: wall: - Isr< (1c�..n.r:► (check one) 12`.'r(2-V o.c.) — Floor/Ceiling: 1Q^c (lh"o.c.'► .-_.. 7%('a• O.C.) Nall Weight/sr. _N±s; (Pscksgesonlp) Sketch or Construction Assembly I . i List of Construction Components R-Value Covity(Rc) Frame(Arl Outside Surface Air Film 1. r ,0 n A. _ 6. - 7. , Inside Surface Air Film.. Tntai Unadjusted R•Values: Rt Rr Framing Adjustment Calculalion(if applicable): ; x j + 10rq/100) I/Flr Fri/I(1(1 Total U-Value 1 o I/Toull l;-Value Total ItN11111e I ' LL 1 '. -ram..����.�..,.. ........�-�.-.... ......-.�._..-.. ._�.....����_.�..w.��.���..............�........ .. _ .� ......, � .... ........ .......-. .. 1, 1 ter...-_._.....�.. ++4 - r. mow.».... ..-._... 1 .. r.�--......._.. _......^... ...,»._ ..�.--. 1 1'ruplrsc�l (;Irn5lrurllun ,�,�s�lnllal�'; Ite�idc'tflilll I�'llrlll ,111 011�. Q' '�i��I�I I S� N—diInR 1'ermll a .. ocrmen1�11nn 11r��«�- . . _ _ ' ckphane - _ Chtdcdd fly/Dole t Ar.tnl '.rne' linlWetmenl,^r<n�}1'�t Ihd: low- i' Assembly T�pe: rinclr (check one) Wall Cciling/rtnof � z-' -r • � �'randngAtnlerlals i� . . • s 1`rd�lning5pncing: � O.C. _. r_ l'rnnling 1'ertenlabe: Well: o .I • - (check ene) 12e1. (2.1•'mCA �• z floor/Celling: / 10'1 7 K (ha.. / %van Weight/sr: JjA Skelch of Contlruellon,wemhly (f'ukogeo only) ' � Lisl or Cnnstrurtinn Canlpnnclits It-1'nlue � Y.. . - . C:acll}•(Itc) Fralnc(llrl_ Outside Surface Air Fllm _ _T z, • " e. Cv X t C)ES a � Inside Surface Air f'iim. Tolal Unndjusled It-Values: s - '' I Its rraurlrlg Adjusimerll Calculallon(ltapplIcablep ' • Imp `41•frr�iian intr rrch%Ilxr ' ,1 n it Contained Combustion i . Gas Water Heater. Data and Specifications 11's 01nd, periH ut ` `t! `)�� 'De tee Rlse Imt3nslont I InchsNattlrallPr� aria; 100° 906 60° A g SSV-30-NDS 30 30,000 28 31 46 46s/4 393/4 19 1 I SSV-40-NDS 40 36,000 33 37 52 483/4 41s14` 21 = SSV-50-NDS 50 38,000 35 39 58 57 r/2 •50 Yz 21 *Recoveries are rounded to nearest gallon.Based on D.O-E,test procedures., ' wananl heater,substitute X for V In model number.Example 5 SX-30-NDS 10-year When ordering Y 9 Y static workin pressure: 1501'SI t P In model number.Maximum hydro g j, When ordering propane heater,change N o must be specified when ordering. thermostat haven maximum selling of 140°.This m p 5om¢lob specifications may requlr¢a Therm g a Horizontal Vent Kits The Turbo Super Saver Contained Combustion gas water heater Is available with 3 different horizontal vent 5" kits, to adjust for different wall thicknesses or for added space between the wall and the heater. Kit No. 9000687 `+ i Is standard. Other kits as outlined In the chart below must ti j be specified when ordering.The chart below also shows G the minimum and maximum distance (E) between-the (• i heater and the outside surface of the wall that can be 6 accommodated by each kit. 1 4NT ,rlaDlmen Ifirtm Al:VE {rllall Thlckneae, ►30 Gallon.�.. 40 60 Qalbn (ito40960 oA3 - 3013at. Gal, Min. Max, Min. Max. e1e' e1°° j 9000687(Sid.) 11 10 41/2 11 31/7 10 O 0. 9000f.'i88(Opt.) 17 16 11 17 10 16 9000689(Opt.) 23 22— 17 23 16 . 22 F A —• E -- B Vertical Vent Kits The Turbo Super Saver Contained Combustion gas = T water heater is available with..3 optional vertical vent 'r heights. The standard I(it No. 9000687 provides the lowest height. For greater vent height, optional kits as j outlined in the chart below must be specified when order- Ing. j These water heaters are deslgn certlhed by A,G.A.L' -»+•, +•' + *A+1 ; tall. Iphl ol.healer F►+'`.u•�'•:1 '.' (American Gas Assaclallon Laboratories, lnc.)All models KIT meet ASI iRAE Standards, 9UA-1980,and those.of t. • 'r f Kit Kit Kit N9000687 # 1390 N9000G91 N90oo692 California. ' '-�•+'1+' :7 t'q (Sid.) (Opt.) (Opt.) •_(Opt.) SSV-30-NDS 613/4" 70" 761/2" 82" In keeping with our policy of continuous SSV-40-NDS 633/4" 72"- 78'h" 84" product Improvement,we reserve the right � §SSV-50-NDS - 72'h 80rY4" 87'h" f12sti" to make changes without prior notice. T fk;. t1fRIWO DayNight aa ael; 568 AirConclitioning 01 . , eA h u .osc Indianapolis,IN City or Induslov,CA r `••'' i. FEATURES HIGH EFFICIENCY—High energy efficiency Is obtained b j Siting the heat transfer surface and using the best comp hents available to create a system that provides the mo, s cooling output for the least energy Input. The 588C Is t I high-efficiency, full line of condensing-units built speclf cally for the energy-conscious consumer, WEATHER-PROTECTIVE CABINET—Steel Is protecle 1 with a heavy coating commonly called"galvanizing," the coaled with a layer of zinc phosphate to which a coal c alkyd melamine enamel Is applied and baked-on.This ptc vides each unit with a hard,smodlh finish that will last Ic many years In any surrounding. All screws on the csbinc exterior are stainless steel for a long-lasting, rust-resis ! 7` ` ant,quality appearance. TOTALLY ENCLOSED FAN MOTOR—Means greater Ic liability under rain and snow conditions, and dependabi performance for many years. Perrnr#vent-split-capacitor type motors promote more economical operation. t UNIT DESIGN—The large wrap-ardund condenser coil i designed for optimum heat transfer.Vertical air discharn carries sound and hot condenser air up and away lroi adjacent patio areas and foliage. Electrical controls at near top of unit for easy access during Installation an � servicing. The condenser fan motor can be removed wit the lop cover when servicing is required.A 3/8-Inch spat Is provided between rows of composite colls to pert" cleaning with a common garden hose.A divider panel is it stalled between compressor and colt section, so unit ca be checked and serviced while operating. EXTERNAL SERVICE VALVES—Tice service valves w - brass and are externally located so'tefrlgerant tube col nections can be made quickly and easily.Each valve has service,port for ease of checking bperaling refrigerai pressures. i EASY SERVICEABILITY---One accost panel provides a ' case to the electrical controls and compressor J-box. Rr I moval of the top gives access to the coil and removal of It corner panel gives complete access to the compress and coil return bends. COMPRESSOR PROTECTION—Each compressor Is pro tooled with temperature-and current-sensllive overload �. An Internal pressure relief valve provides high-pressul protection to the refrigerant system. ". THERMAL EXPANSION.VALVE—with connecting hart ware for the Indoor coil Is shipped loose Inside the unit. F... STANDARD EQUIPMENT—An Impressive array of equli ? ' ment standard on every 568C Includes a crankcase heal A Condensing Units are designed to:`.%.'': with thermostatic control, a fully Insulated compress the Model 5880 Deluxe C g compartment, a low-pressure switch, a filler-drier, cot provide quiet, fellable, and economical cooling perform•:b reesar hard-start components, and external 'brass r ante. the all-new'exlerlor design, with pleasing malibu' :.:''; p s' beige and Jade exterior,blends well with plants and hrub- frlgeranl valves. s bery.SEER ratings to 10.3 when used with components as designated by manufacturer. ..Form No., POS 568C.24.3 i I SPECIFICATIONS MODE E 15 C 050 PERFOR NC D D D R 1 ' Sound Retina Number' 1 19 19 ��� 11 11� ry11A 1l lefa IlleFl Cellle� Islam CI Icl wllll tiEEA C1 let wlfle EEEA CI hl Wlfle EEEA With Malchin Coll odels 5068 D, 00 4 00 177 9. 0 7,50U 6797 9.20 0,000 35 9. D 5,000 5140 9.35 7.500 6807 - 9.20 507D or 51 0,0 0 4 2 .70 ,000 5221 9.45 58,000 6829 9-25 519B or 519C 40,000 3 8 9. 0 5,0o0 5107 9.40 57,500 6646 9.40'- With Next size Gail els 506B W 41,000 4 69 9..8 0 �F46,50OO 5235 9455501C 44 6 0 5252 950507Dor 518 D0 00 5280 955 00 19Bor 519C 4 0 ith alchin ran-Col els 0 453 99 _- - 210 9.65 - - With - -- - 51 1 9.10 59,000 681 950 With Next Site ar er Fan-Coil oriels ' 5D5C` 42,000 381 1 30. OD 5205 10.00 L RIC -NameNNW Volls- eriz- ass 20 -230- 0- 0 -2 0- 0-1 230-60-1 0 eo la a an e 9 -2 97-- 5 20 -25 Comr••-Rate Loa mps 2D. 2,2 25.9 oC ed olor m 9 106.0 118.0 130.0 Can enserfan otor-- Full Load Amps 1 0 1 0 1 0 eta[ nit Amps 2 .7 23.2 2.0 M_a—x`_ffi — Tulin Unit m acll or Wire Sit n g INi-n I�GIre 51ze 0 C o er 0 28,833.4 ranch Circuit Fuse Slze m s 0 0 8 40 CO F 0 60 Cam ressor- a 1 RP Hermetic 500 Hermetic 3500 ermetic 350tl Tam erasure Current rolecllon Internal Line Break internal Line Break Internal Line Break R 0 BrantS a mount 22- IbS 8 a 22- 41bs 0 oz 22- 51bs 0 oz ' O R - Coil-Height x Wi th(Sq FI 14.4 '?r Rows Deep a ins er Inc 22.8 22.8 2 a 20 2 2D 2 a 20 an olor-HP, 20 ! P 820 / PSC 820 Volts- Brit-Phase 208 230 -6D- 208-230-60--1 208-230-60-1 Fan- iameler Con enser irllow 2400 2700 2700 O -- CO P ° 301600-701 301600-701 301600-701 fllgh-Pressure 301619-701 3016 9 r01 �gtg 701 ease Channels 301709 70T 301709 70 01709 701 Swivel EIIs-LI uidlVa or Tubes IB 1616R/1B 242411 IBN1616RIFBN2424R IB 6III: IBN24241`1 Umt Su ort Pac a e-Rubber Isolators 60751001 60751001 60751 D 1 •Rated In accordance with ARI Standard 270-75. IRated In accordance with ARI Standard 210-79. *Requires optional belt-drlvo blower kit PIN 300752-701. Requires optional bell-drive blower kit PIN 300753.701, f I If other than 60'C copper wire Is used,size can be determined from unit ampaclly given In above table and applicable table of National Flectric Code.Wire size selected must have current capacity not less than that of copper wire specified and must not create a voltage drop between service panel and unit In excess of 296% o1 unit rated voltage. 11 the factory relrigerant charge Is sufficient for systems requiring up to 30 It of Interconnecting tubing. For tubing lengths other than 30 11,see Installation In- strucllonS for additional refrigerant requirements. �NA LOW-VOLTAGE Clearance Requirements (In Inches) AIR our s o1A , FLARE LIQUID TURF Inlet air (both sides and coil NOTE: Unit can be Installed }� 'r FICIo suPPLV , end) ;......• 12 with 6-In,clearance on LH side ' Discharge air (top)....... 48 (facing •control end of unit) Service Clearance(compressor when 24-In.clearance Is main- and).,, ,,, ,,,,,,,,,,,,,,,30 lalned from AH aide and coil I' AIR IH ' end. DIMENSIONS (inches) n 10-1/2 y,. a A, ;. 1• 24-3/16 265 1+ 3 ►LA" Ae 1- 4- / 4 t/ 1 foXtft nW MOTIONAL F[�p_ A7arpa .. { DOE SPECIFICATIONS GO 0 el1dCj 3 ound atin umber e . I 1 Titan of el �eleM. 8 Wit alchin Coil oriels C eeil W Ae AEEA Ce k1 Ceell�l (,ahem 06B weAe dEEA Ce tel Weflt IEEA 0 C 0 or 00 2 1 2 ,00 28 9.80 3 ,800 I, 0 5 3 33 10.20 5 OB, 19B,or 1 C — — 9 80 32, 00 3582 '10 d0 With exl Size of 22,600 25 8 2844 9.90 33,400 3601 10.15 F 506 els 7 2 2 9.90 00 3605 1111 tilu07 23, 0 2 6 23,0 0 25 0 0 ' 0 2 10.10 00 36 5 10-20 70 or 1 8 27, 2B T O.OD PO , 19 ,or 5 9C 23.40 257 33, 00 36.3 10.20 23.200 25 0 286 0.11 3,600 3607 10.1 ilh alch ng Fan-Coil odes 9 000 28 3 10.00 513C 3 , 00 63 10.30 17 or 25 22, 0 5 3 0, 0 7,600 2 8 ' 22,0 0 2 10 9.50 _ It ext Ize Lar er art- of o as •2 . 00 2900 9. 5 3 00 5 3C 36 9 9.00. E or 24.00 62 L T 2 ,200 2600 9. 5 2 0 2900 — ame ale oils— eriz-- hase 9.90 _- _ ` Opera)rig Vo lage mange 1111 10-60— 208 230-60-1 Compressor— aled oad trips 9 —25 9 — 53 208-230— Q_1 Locke Rotor m s 2-9 13.9 197-253 Con enser an tot— I oa rn s •0 15. Tots.unit m g -0 2.p in nil m ac ty or Ire izin 13.9 1.0 in ire Ire 0 Co er 17.1 18 1 .1 ax ranch Circuit 2 use Size m s 9.9 III2 3 0 Cornressor— a 35 empera ure urren reject on ermelic 0 ermellc 500 e rl eranl— a& mount' nlernIll I Ine rea ' n ernal ne Break term llc 3500 IIIL 22-5 Ibs oz R2 — Ibs ez Inlerna line Break Coll--Flelghl x lath S Ft R2 --9lbs 8 oz ows eep Fib er Inch an olot— IP,T e, R 2 20 2 0 1 . Valle--leriz— hase 1/ PSC 820 it C 820 2 R 20 an— tameter 0 -2 0— 0-1 2 •230-60�— /8�20 Condenser Irllow 22 2 208-230-60--1 0 1 T 2300 00 2 CO PROIEC 2 00 j ig - ressure Switch Kit 301600-701 301 00 701 Base Channels 30 619-701 3016 9 701 01600-701 nlllT�Su port ackage— ubber Isolators 30 7 8 01 3 09-70 301619 701 Swive'I Its— Iqu d/Vapor Tubes 607510 1 6D7510 30170 -70 Ada ter 3/ are x !4 tare IB 161 R/I 242 /B 242 R 607510 1 'Rated In accordance with An Standard 270-75. BL242DR 1�171�16R/IBN2424R Rated In accordance with AM Standard 210-79. _ t If other than 80'C copper wire la used,alze can be determined from unit am acll selected must have current capIs used not less Than that of c p Y given In above table and applicable table of National Electric Code.Wire size of unit rated voltage. upper wire specified and must not create a voltage drop between service panel and unit In excess of 2% The factory refrigerant charge Is sufficient For systems requiring up to 30 It of Interconnecting tubing.For tubing lengths slrucllons for additional refrigerant requirements. 0 other than 30 it,see Installation In- MEETS DOE RESIDENTIAL, CONSERVATION SERVICES PROGRAM.STANDARDS,. u` e• r r4wru CERTIPirATION APPLIES ONLY WHEN USED WITH PROPER A7f-';�rtn DayBtNight odel'. , Air Condillonirig W� 4: e!!<,oAd ht • Indlenspahs.IN C,ly of Indusby,CA . p The Model 376B DownflowlHorizontal joins our Model 395A Upllow to cover all bases 1n the standard high efficiency California marketplace. Application flexibility Is a tremendous plus. The 3768 Furnace satisfies dawnflow.applications stand- Ing straight up. Lying on either side, the 376E saflsilps horizontal-left and horizontal-right alrflow appllcalions with no conversion required. i �•+r FEATURES +y, } 1, VENTING—The Model 3768 Induced-Combustlon For Hate operates at zero or slightly negative static pressure at the furnace-to-flue Junction; therefore, It can be vented Into any apral- proved chimney or Bt vent, grad like a nawatcr 32.iy;�4 draft furnace,.common-vented with an existing heater. Most other currently available ,positive pressure . .:..: draft or forced-draft furnaces require Install ng an expen- ~ +� give sealed-vent system. The induced-combustion design also eliminates the need for a vent damper. MONOPORT INSHOT BURNERS cleaner than muuce ellpo tl of alr-to-gas mixture which burns c ribbon-type burners.The larger manoport of the Instrot(oi �..-,, ,,►—•; Injection-type) burner seldom, If ever, clogs or need! � i cleaning. �I """' FOUR-PASS HEAT EXCHANGER--design breaklhrnugl P '`''�. produces accelerated heat transfer.The Model 3768 tut naces extract heat that other furnaces waste up the flue Aluminized steel for corrosion resistance. 20-year Limlte j, Warranty. DOWNFLOW SAFETY FEATURES--The 3768 goes beyond 6110sl otter furnaces with two exclusive safety features: (t) a dra safeguard switch detects a vent blockage or downdra and (2) aself-checking switch proves combustion airflo before burner Ignition. SOLID-STATE BLOWER CONTROL--Timed blower ope ., :. �'.II�II��I�II.:1.,: „�,,,:,,;• . +..�k lion stops annoying recycling common with thermal VV t .�y +�y'' activated blower controls. Blower motors are germane �7r, ' spilt capacitor type for energy conservation. PRINTED-CIRCUIT CONTROL CENTER' 'The prints circuit board and all Internal wiring are factory Installs I�, screw terminals permit quick-connecting a humidifier, F'K;', air cleaner,and air-conditloning control circuits. !� WRAPAROUND INSULATED CASING—Welded constn HORIZONTAL tlon eliminates casing noise. Foil-faced Insulation,In I heat exchanger section cuts heat loss and Insulation the blower section reduces nolse levels. The low pro' With unique Induced-combustion design, four-pass heat makes the Model 3768 a slide-In unit—Ideal for downfI r. . exchanger,,and exclusive safety features;the Model 37613 or horizontal replacement Installations. ncy High-Efflcle -DowhflowlHorizontal Furnace Is the new Industry pacesetter.The Model 3768 achieves the highest : .. 'EFFICIENCY--Exceeds California minimum efflclel yt Annual Fuel Utillxatlon Efticlency(AFUE)rating available standards(Title 20)by a comfortable margin.r; today In a noncondensing downflowlhorizontal furnace. ��" OXIDES OF NITROGEN (NO,�,Maets NO, emissll Its ease and economy of._Installation, truly remarkable level set by South Coast and BAy Area.Alr quality N serviceability, surprisingly economical Initial Cost and agement Districts. short payback time, place It In a class by Itself, All these ' : The design of all Model 3768 units Is A.G.A.-design c make the 316E the obvious choice over any other high• fled for natural and LP(propane) gas. The 3768 Is DA efficiency furnace. This furnace has the kind of overall performance that others will be trying to Imitate for years (Gas Appllcance Manufacturers Association) efflcle rating certified. to come. Form No. PDS 376E3.40.; r` _ ...-CLEARANCES(In Inoheu). . 1•t... ... ,.. ;i ,I • 17,. .. r:l. ili:T..il.,nl•f. :TI.. I . size 0 42 Thru 11 n Alcove orCloset)i I• ! s In e- Vent 040 and 0551 1 II �' Single-Wall Vent 075 095 and 115 0 T -B1 Double-Wall Vent 0 Back0 v� s� Top 1 8 Front gal^n le-Wall Vent 6 tl T -B1 Double-Well Vent 3 ` Vent—SI le-Wa6 6 T -B1 Double-Well 1 HORIZONTAL n Icova r T --•» e ��y I ea 1 OUTL T t1 O MiFC(fl - Back 0 A Top—SI le-Wan Vent 1 . t -Bi Double-Wall Vent 0• Fronl• 16 A82111 Vent—Single-Wall 6 T e-B1 Double-Well 1 HORIZONTAL In Closet DIMENSIONS(In Inches) Back-- 3 Top—Sin le•Wal Vent 2 :e Vent Conn t _ T e-B1 Double-Wall Vent 2 ` T -1 Front •--Sln le-W Vent 6 4 55 14 3118 12 9f18 12 11f18 4 132 T e-B1 Double-Wall Vent. 3 036055 14-3116 12.9116 12.11/16 4 142 Vent—Single-Wall e —036075 17.1/2 15.718 16 4 160 oiW5 17.1/2 15.718 16 T -B1 Double-Wall 78 4 163 1 1049095 17.112 15 7/8 18 4 163 *Provide a 30-In.service clearance In front of the furnace. 060095 ' 21 19 3/6 19 112 4 188 tlndlcalas supply or return sides when furnace Is In the horizontal _706�OM �24-1/2_J22-13116_1. 23 1 5 1 208 position. - SPECIFICATIONS Input 9104 48,000 87.000 67,000 90,000 9D.00b capsellyt in oor 39. 56.0005 ,000 7 ,D00 I onwem t I 55 000 74 0 73 000 Onwe ; - all ornla Seasonai Eftlencles IC§j 74• 78. .0 7 . art em ralura se n e, _ 0_ 0 Cent M xler lal sauce eat t0/0. 12/0. 0.1 To r low 1 n Heath 1080 .1005, 1245 j 00 n 790 650 1157 1225 55 Unit Vohs—Itent—Ptlsse- 115-60-1 iInRm more he 14 m Fuse Size is rans owner V L�Xlerna Ir sal 4V lower Available 7V 8-lower Affa t Lhnh Control SPST sal r r late Time cal en BurMrs on 33 4 j as Connection Slij / nc CONTROLSGAS i Eat valve(ROdundardi Essex DNS iMM Intelessm 4.5 Imbes we 1 ea IQ pressm 13.0 Inches we 1.n a el on-IM smoill Model0 IT . s z Dlred•DrIve Molar HP—T 1/6—P$ 1/1..pgC 1/3—PSC 1/3—PSC . 1/2—PSC . motor few two 6. �! Room 001110 _ . dower wnw US — — a WWx10jto loxex t I er 21— eUJIGX201111 Combus116A Floor 8qe 305301.101 -Kit It•,j -- c 01 roh•, r of 1. 1 eQas Input@ shown ere fnr elevation@ up to 2000 11. For elevations above 20001t,Input should be reduced at the,toile of 4% for each .!: low it above see level.Rater to Nallonal Fuel Gas Code table F4. . .�� tCepaolyr.lft soQordana l 111h U.S.QotNfrlma►1l DOE lest pi,0001/Me.rmillornle 840PO 1!41 A rtllnlennl7nm N-%PPA r7k r N. at. �. SPECIFICATIONS Input Bluhe.. 114,000 114,000 137,000 y UN . 94,000 113,OUO n 3. 3" California as enc es 7 7. art a storese an - - -75 essuro 0. 0 0. 70/0" 0- 1 ealln 1350 9 00 In 92 010 unit voKs-Hertz-Phase 115-50-1 m . ' um Size - axmwm Fuse lize 15 rang ormer External control eaun Po Available n 37V wer i P ower Id Control SPST n ower onlro late 111k ration ers onnectlon Size / -Inch NPT GAS CON T HOLS �..,..: Gas valve(Redundant) Essex Sx345 ... girt InIR FrMure - Inches We �. ee n aaUra13.6 inches WC 01 Safety(Non-100% Shute Model 7 0A i Dlrect•Drlve Motor HP-T 1/2-PSC 1/2-P5C -PSG Nor FUN roade I P om na - e 5 -4 10 0- 1050- ower Wheat Me x Width I i x 10 0 x Filter te— ermanenl as ab e 16 x 20 x CombusllbM Fr so - 05301.101 l r ne onverslon Kit 308001-710 Vinyl—Trim Control K 09258 01 r nl rcuK Control Center 71.7007 *Gas Inputs shown are for elevations up to 2000 ft. 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