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AP 72-21-103 rCERTIFICATE OF COMPLIANCE 7 -21-19 Mel Bonham �S VDW/S /pri.rd. (Bardolino Ln.), 1 i. S.o Oroville Forbestown Rd., app.h.'O' S.of Forbestown Rd., Oroville Permit #4475-79P,E(util.,MH) ELEC.T oi-7� 94w, "o o�sui GAS F -7 ,c, "ax , 5a r SUPPORT STRUCTURE REQ, yip COMPACTION TEST REQ. yp Permit #447-791iiMI A - a `7 7 q 32 Issue `J 072-210-032 06-1248- PRESTELLA 96 VIEWCREST, OROVILLE Cont: BETTER BUILDERS t NEW SINGLE FAMILY J L�^_ �7qS� c, . c� cy i Butte County Department of Development'" Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oraville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile . www.buttecounty.net/dds 'TOP OF SLOPE FACE OF FOOTING FACE OF STRUCTURE TOE OFHM BUT NEED NOT F( PE EXCEED 40 FT. (12192 mm) MAX Nit BUT NEED NOT EXCEED 15 FT. (4572 mml MAX. . BUILDING CLEARANCE FROM ASCENDING SLOPES OF RETAINING 1 I I / WALL) / STEEPER THAN 1 TO.1 TOE FOR PURPOSES OF FIGURE 18+1 FOOTING SETBACK FROM DESCENDING SLOPE SURFACE ER THAN I TTO 1 / 11 _J REQUIRED / J SETBACK 1 FOR PURPOSES OF FIGURE 18-1-1 POOL SETBACK EQUAL TO ONE4iALF BUILDING FOOTING 7 FT. (2134 mm) SETBACK DISTANCE AS REOUIRED BY FIGURE 18+1 FOR SL&PES STEEPER THAN 3 TO 1 STRUCTURE SETBACKS SLOPED BUILDING SITES PdF-moNS OF POOL WTTNIN 7 FT. ((22134 mm SKILL BE CAPABLE OF SUPPOR NG WATER WITHOUT SOIL SUPPORT t C)7 Y Ct� . Paul Reilly, PE, Engineering Services, aka Advanced Pool Engineering Ph 888 443-5050 Prestella Residence 96 Viewcrest, Oroville, Ca 95966 2007 CBC, ASCE 7-05 Swimming Pool Engineering 1.0 State of Service Page 1 The California Pool & Spa Industry Education Council, "California Swimming Pool Workmanship Guidelines" and other sources define the normal state of a pool vessel (shell) as filled with water. The 'dry' state of a shell is a short-term exposure and a service factor increase of 1.33 is appropriate. This service factor increase can been incorporated in the design calculations for shells that may be required to temporarily resist lateral earth pressure for maintenance. No active soil pressures are present during the construction phase. Shotcrete is typically applied directly to the face of undisturbed, firm native earth. Builder may 'flash' excavations with a thin layer of shotcrete to stabilize non -cohesive soils or may be used as a surface treatment to retard the loss of moisture from the walls of excavations in highly expansive soils, however, this treatment is non-structural. 2.0 Modes of Failure a. Buoyancy: a loss of serviceability can be realized if adverse buoyant forces act upon dry or partially empty shells. Water accumulation between the shell and the face of an excavated surface or a high water table can displace or float an empty shell. Specifications require the consideration of adverse hydrostatic forces and the inclusion of a means to relieve hydrostatic pressure behind/below all shells. b. Differential Subsidence: Loose embankment or unsuitable fill. Specifications require the placement of shotcrete against firm undisturbed soil. Soil compaction, 90% max dry density, conforming to ASTM D1557, is required for any earth fill sections placed below or about the shell. c. Differential settlement due to desiccation (soil moisture removed by trees or vegetation) is rarely encountered in forensic investigations. d. Differential Heave: Expansive soils or large trees/roots near a pool can cause damage to the pool or surface decking. Specifications require pre -saturation of all expansive soils prior to shotcrete. e. Rotation: Stemwall failure due to lateral bending is rarely encountered in forensic investigations. 3.0 Bond Beam The bond -beam on a pool vessel is typically the top of the pool shell, adjacent to the waterline tile. There are no significant lateral loads at the top of any cantilevered structural wall that resists static lateral loads. Details provide alternate sections for the bond -beam. The haunch, a widening or extension of the bond - beam has was introduced to accommodate precast coping and serves no structural purpose. A haunch should not be constructed if expansive soils or freezing environmental conditions exist without additional mitigation. 4.0 Model Notes A water filled shell cannot impose sufficient lateral force (outward) to overcome the passive resistance of a soil mass. The load case for an infinitely long pool stemwall (dry -state) provides the most conservative design assumption for reinforced concrete pool shells. Calculations present load cases for a primitive 'channel model' of the shell. Fundamentally, the 'channel model' for fluid infrastructure is subject to cantilever bending only. The opposing 'toe' cannot translate horizontally and an overturning failure cannot physically be realized on a channel structure or a poel• shell. However, the term overturning -moment (OTM) is used in the desgff calculations to provide a conceptual reference for the lateral force imposed on the various load cases. Bl"°'� ► F" 1`' "U!MTY APPROVED www The Swimming Pool Engineer com 2351 Sunset Boulevard, Suite 170.412, Rocklin, Ca 95765 Q�Ess�o,� FtE1C(yo`xw� ;*,,>Exp. No�53583 grFo>: CALJ c <:�)s kcl) 01:1) FlI - nom Paul Reilly, PE, Engineering Services, aka Advanced Pool Engineering Ph 916 768-4656 2007 CBC, ASCE 7-05 Swimming Pool Engineering Page 2 Conservative geotechnical practice routinely considers that the lateral force component of an active soil mass is zero outside the plane of a 45 -degree intercept with the base of the subject foundation. Simplified geotechnical soil models utilize an equivalent fluid pressure (EFP) to estimate lateral forces on subgrade structures and retaining walls. The EFP factor is a composite that considers both the unit weight of the retained earth and Ka, a component of the soil attributes used to estimate the resultant lateral force. EFP force models employed for retained earth yield conservative estimates of lateral force as both cohesion and mechanical interaction of material in-situ are disregarded. For primitive models of the soil -substructure interaction, the EFP component is truncated at the 45 -degree intercept to more accurately assess actual forces acting on the base section. Design calculations incorporate an interpolated linear reduction from the point of curvature to the 45 -degree intercept of the base section. Compressive forces imposed by the soil mass, acting tangent to the section of the distending stem, are disregarded in this analysis and have not been used to decrease net tensile forces in the reinforcement of the shotcrete'structural*system. - Net moment at base is EMx = OTM - RM, with YE = unit weight of earth, applied as an equivalent fluid pressure Fc Fc V OTM = YE h 6 RM = E x,w, Section: Conventional Retaining Wall h + Yr- 3 - YE 6 1 ! RM = 1:x^ Section: Distending Radius Foundation 5.0 Other Considerations Horizontal steel is disregarded for the typical design cases. Wall elements are considered of infinite length, normal to the line of imposed lateral forces. For shells with a rectangular shape (plan view) structural contributions from corner supports are generally disregarded. W, Most pool shapes could be classified as hyperbolic -paraboloids and have very high levels of structural redundancy. For circular, oval and free -form pools, a more appropriate model analysis would be related to the horizontal sections: compressive and tension states that may be resolved as hoop -stress. Compiling a submittal for the infinite combinations of cases for hoop -stress models is not practical for a standard plan. www The Swimming Pool Engineer com 2351 Sunset Boulevard, Suite 170.492. Rocklin. Ca 95765 Paul Reilly, PE, Engineering Services, aka Advanced Pool Engineering Ph 916 768-4656 2007 CBC, ASCE 7-05 Swimming Pool Engineering Page 3 6.0 Miscellaneous Detailing The pool skimmer, light niche, pool cover vault(s) and other miscellaneous details present prescriptive designations. for reinforcement. No significant loads occur at these features and the geometry and spacing of reinforcement may vary with manufacturer requirements or local trade practice. 7.0 Gravity and Surcharge Loads Pool Site: The weight of a swimming pool is approximately one-half the weight of the soil that has been removed to embed the pool. If soil or slope stability problems do not currently exist at a site, then the addition of a pool cannot introduce an adverse gravity or surcharge load. Line Load: An investigation of surcharge models considered a 2 klf line -load, applied 18" below finish grade, offset 5' from the pool wall. These models do not impose significant or adverse lateral surcharge loads on the pool wall or portions of the distending stemwall. Rock Benches: Axial load cases acting on the vertical stemwall of earth -retaining systems increase the magnitude of the resisting moment and are disregarded in the analysis. 8.0 Construction Tolerances Minor deviations to the specified geometric specifications for stemwall construction may be realized during construction without jeopardy. 9.0 Stemwalls Beyond the Limits of the Pool Shell Stemwalls or wing -walls extending beyond the limits of the pool/spa shell that retain earth for landscape features are not covered in this submittal. Any other retaining wall elements for landscape features or site development will be submitted under separate cover with a unique design and signatory for each site. 10.0 Slope Paving & Landscape features Excavations in granite or other igneous formations, shale, bluestone, sandstone, or horizontal bench -steps cuts in slopes equal to, or flatter than 1:1, are considered slope paving. Reinforcement for these elements are prescriptive designations. Specifications require mitigation to eliminate any potential hydrostatic forces. 11.0 Stormwater & Debri-Flow Builder plans shall incorporate appropriate mitigation to service any potential jeopardy of debri-flows from ascending slopes above construction improvements, and to capture and convey all stormwater prior to earth retaining structures or slope paving. The builder plan shall also include mitigation for the conveyance of surface drainage above stemwalls, or slope. paving elements and all project retaining walls or stemwalls. Under no circumstance shall slope -paving installations or earth -retaining structures be used to capture or convey stormwater run-off from landscape features or ascending slopes above the pool/spa. 12.1 Trenchwalls Trenchwalls are presented in the standard details for minor landscape features, fencing or may be capped for use as bench seating or other architectural elements. The flag -pole model considers level grade normal to the line of the trench wall (horizontal footing steps may be incorporated in either flat, ascending or descending slopes. Trenchwalls may be attached to the primary pool shell or may be detached landscape features. Trenchwalls must not be used to retain earth or water. www The Swimming Pool Engineer corn 2351 Sunset Boulevard. Suite 170:412. Rocklin. Ca 95755 Paul Reilly, PE, Engineering Services, aka Advanced Pool Engineering 2007 CBC, ASCE 7-05. Ph 916 768-4656 Swimming Pool Engineering Page 4.1 12.3 Grotto, Spa -Grotto and Sun Cover The grotto or spa -grotto with sun cover includes wall elements above the bond beam supporting a shotcrete lid where a water trough may be incorporated above the lid. The grotto walls set about the lower shell may be set directly onto a benched grade (if ascending slope) or backfilled after fabrication. Lateral forces behind grotto walls are transferred in shear and axial compression to the grotto bond beam. The grotto, walls and lid are may be placed in phase construction: shell at waterline, grotto walls, then lid. The grotto walls and lid are considered pin connections about horizontal cold joints as may occur. 12.4 Trough, Slide & Other At -Grade Features All landscape trough or other features on slopes must be excavated with horizontal bench -steps. A bond - breaker is recommended at the juncture between structures and these topical landscape features. These elements are presented with prescriptive designations of reinforcement for minor loads at grade - features and to control shrinkage. A water trough or slide feature may be introduced directly adjacent to or monolithic with a grotto construction. www The Swimming Pool Engineer corn 2351 Sunsel Boulevard. Suite 170.412. Rocklin, Ca 95765 Paul Reilly, PE, Engineering Services, aka Advanced Pool Engineering 2007 CBC, ASCE 7-05 Ph 916 768-4656 Swimming Pool Engineering Page 5 Summary of Assumptions & Specifications Design Assumptions 1. Pool walls are considered to be toe -restrained, cantilever sections with distending base foundations. 2. Dry -pool service loads, exceed wet -pool loads. Assume pool state to be "dry". 3. Design calculations consider the presence of moderately expansive soil, with a 2:1 backslope, inclusive. Load applied to the dry pool shell: EFP 100 pcf/ft (conservative). 4. Axial loads from stacked rockery or bench -stepped rockery from the bond -beam increase the resisting moment of the pool stemwall. These axial loads are disregarded in the design. 5. Modeling of stacked rock and stepped rock benches, (extending away from the pool shell) are assumed to act as simple be Gravity surcharges to the distending stemwall are not considered to be adverse to the pool vessel. 6. Additional requirements and specifications may be detailed on the standard plan. Structural 1. Shotcrete (wet or dry mix) shall conform to ASTM 506, typical. 2. Shotcrete design compressive strength f'c per 2007 CBC, as noted on plans (2500 psi, typical). 3. All reinforcement shall conform to ASTM A-615. 4. Standard reinforcement may be #3 12" oc each way, or #4 18" oc each way. Alternate bars, when required by the design, shall be placed per Schedule B. 5. Additional requirements and specifications per plan.. Soil & Site 1. Allowable soil bearing 1500 psf (assumed), 2. Factor for lateral design load (soil): 1.6 3. Additional requirements and specifications per plan. References 1. 2007 CBC and ASCE 7-05 2. ACI 318 & 506 3. American Shotcrete Association, principles and practice. 4. Army Corp of Engineers, "Shotcrete Design Practice" 5. J.Bowles, "Foundation Analysis and Design," 5'h Edition 6. J.Nelson & Miller, "Expansive Soils," 1992 7. Braja M Das, "Shallow Foundations," 1999 .8. Nilson/Darwin/Dolan, "Design of Concrete Structures, 13'h Edition," 2004 9. Hugh Brooks, SE, "Basics of Retaining Wall Design," 3`d Edition www The Swimming Pool Engineer cuin 2.351 Sunset Boole'vard. Suite 170.412. Rocklui, Ca 95765 Paul Reilly, PE Engineering Services CADD Areas & Moment Arms DESIGN "H" = 4' Distending Stem Distending 6" Radius Interior Interior 3.0' Interior 1.0' M arm Area Exterior 1.5' 1.50 B 0.45' 2.14 PI • C M arm Area D 1.71' 3.41 PC • A 0.25 1.50 1.26 2.82 ` B 0.32 1.74 PI • C 0.52 1.99 1 D 0.78 2.23 E 1.07 2.48 i PI 4.77' PC .84 1� - - -- �� PI 2.01' DESIGN "H" = 6' Distending Stem Radius Interior Interior 3.0' Exterior 3.5' M arm Area PC • A 0.25' 1.50 B 0.45' 2.14 PI • C 0.98' 2.78 D 1.71' 3.41 E 2.50' 4.05 No Scale This Sheet 6" I I I I A PC 3.0' I PI 5.47 Page H.1 DESIGN "H" = 5' Distending Stem 6" Radius Interior 2.0' Exterior 2.5' M arm Area i PC • A 0.25 1.50 B 0.24 1.94 I PI • C 0.32 2.38 D 1.26 2.82 ` E 1.81 3.28 PC 3.0', 1 PI 4.77' .DESIGN "H" = 7' Distending Stem 6" Radius Interior 3.0' i Exterior 3.5' M arm Area PC • A 0.25 2.00 B 0.46 2.64 PI • C 1.00 3.28 I D 1.76 3.91 E 2.59 4.55 I i I A PC 4.0' I 1 ALT BAR REQ'D / PI 6.47 Paul Reilly, PE Engineering Services CADD Areas & Moment Arms ---=- DESIGN"H" = 8'6. Distending Stem Radius - - - - Interior 5.0' j Exterior 5.5' Distending Stem 8" Area M arm I PC*A 1.5 0.25 Radius -PC 3.0' j 3.16 1.20- I D 4.00 2.14 E 3.18 Exterior 5.5' 1 AL BAR j B 3.52 Area M arm d; j PI • C - 4.69 PC • A 3.38 0.33 0.40 D 5.80 B 4.76 0.65 0.41 " PI 6.88 i 6.87 PI • C 6.14 1.52 DESIGN "H" = 10' - - - - - - - - - 9i e. Interior 5.0' Distending Stem 8" I NX Radius j j Area Interior 5.0' d; I PC • A . 2.33 Exterior 5.5' 0.29 j B 3.52 Area M arm d; j PI • C - 4.69 PC • A 3.38 0.33 0.40 D 5.80 B 4.76 0.65 0.41 PC 4.0' 6.87 PI • C 6.14 1.52 0.40 E 11.54 4.15 D 7.49 2.70 0.37 E 8.74 4.05 0.31 1 AL BAR REQ'D / I - PC 5.08' ai 4 \ 12" OC 2 A BAR REQ'D / " i PI 7.88 13- PI 8.98 E - 7 ' No Scale This Sheet DESIGN "H" = 9' Page H.2 Distending Stem 7" - - - - - Radius 9i Interior 5.0' Exterior 5.5' j Area M arm d; I PC • A . 2.33 0.29 0.29 B 3.52 0.61 0.32 1 PI • C - 4.69 1.46 0.30 D 5.80 2.65 0.28 PC 4.0' 6.87 4.00 0.25 E 11.54 4.15 0.40 j I I A 1 AL BAR REQ'D / I PC 6.17' ai 4 \ 12" OC / " i PI 7.88 DESIGN "H" = 12' - - - - - Distending Stem 9" 9i Radius Interior 5.0' I Exterior 5.5' j Area M arm PC • A 5.37 0.37 0.48 B 6.94 0.74 0.52 1 PI • C 8.54 1.60 0.52 D 10.09 2.79 0.48 j E 11.54 4.15 0.40 j I I A I PC 6.17' ai 4 \ 12" OC / 2 A BAR REQ'D 7 ' PI 11.05 e- -E' Paul Reilly, PE Engineering Services (1' width structural section of stemwall) As int As int 0.11 #3 @ 12" oc 0.13 #4 @ 18" oc 0.22 #4 Alt 1 0.26 #4 Alt 1 0.33 #4 Alt 2 0.39 #4 Alt 2 0.44 #4 Alt 3 0.52 #4 Alt 3 As int As int 0.20 #4 @ 12" oc 0.20 #4 @ 12" oc 0.40 #4 Alt 1 0.51 #5 Alt 1 0.60 #4 Alt 2 0.82 #5 Alt 2 0.80 #4 Alt 3 1.13 #5 Alt 3 As in As int 0.31 #5@ 12" oc 0.44 #6@ 12" oc 0.62 #5 Alt 1 0.88 #6 Alt 1 0.93 45 Alt 2 1.32 #6 Alt 2 ,:.. . 1.24 #5 Alt 3 1.76 #6 Alt 3 As in As in 0.20 #5@ 18" oc 0.29 #6@ 18" oc 0.40 #5 Alt 1 0.58 #6 Alt l 0.60 #5 Alt 2 0.87 #6 Alt 2 0.80 #5 Alt 3 1.16 #6 Alt 3 As in 0.31 #5@ 12" oc 0.75 #6 Alt 1 1.19 #6 Alt 2 1.63 #6 Alt 3 Page H.3 Paul Reilly, PE Engineering Services PC PI END Notes 1. The MR area and Marm offset to centroid for distending stemwalls derived by CADD application. 2. A, Required: Ref Nilson, Darwin & Dolan, "Design of Concrete Structures", 2004 2007 CBC, ACI 318-05, ASCE 7-05 Load Case: U = 1.2D+1.6H Strength Design Denth Page HA Load Factor (LF) = 1.6 1 4' Max H Lateral Force (P) = 100 EFP MT 7 conc = 150 pcf D 4.00 ft 7 soil = 120 pcf t 6.00 in As t z 6.00 in #3= 0.11 int t 3 6.00 in #4 = 0.20 int b 12.00 in r2 1.00 ft fy = 40.00 ksi rt 1.50 ft f �= 2.50 ksi ft PC = 3.00' , Point of Curvature = (D -r2) ft.kip PI = 4.00' , Point of Intercept Denth Page HA Load Factor (LF) = 1.6 1 4' Max H Lateral Force (P) = 100 EFP MT Short Term (ST) = 1.00 Mo Axial DL (stem) = 0.00 kip [no Bldg or other significant axial DL] MT = yD3/6 (factored) Marm Mo = LD MT LD: Distending section below PC. apply M„ = MT/ST - MR linear M reduction factor, PC thru PI MR = Marm DLSTEM (DM„ = 0.9 Asfy [d; -(a/2)) /12 = 0.9 AS Req = 1.8bd-Ifc/fy Q = Asfy/(0.85 f,b) for A, > 1.3(A, Req)'-+ ok p mox = 0.75 p b = 0.0232 ref ACI 318-05 10.5.3 ft.kip OVn = 0.85( 24 P�bd + OVs) - %2V; ok D MT LD Mo Mmaa Area EDL Marm MR M om" di A As REQ JP" As Stem ft ft.kip ft.kip ft.kip ft2 kip ft ft.kip ft.kip ft.kip in in x 1.33 int Check 0 0.0 1.00 0.00 0.00 0.00 0.00 0.25 0.0 0.00 0.0 2.75. 0.17 0.10 0.11 2.00 0.21 1.00 0.21 0.21 1.00 0.15 0.25 0.04 0.18 0.88 _ 2.75 0.17 0.10 0.11 _ok ok 2.25 2.30 0.30 0.32 1.00 1.00 0.30 0.32 0.30 0.32 1.13 0.17 0.25 0.04 0.26 0.88 2.75 0.17 0.10 0.11 ok 1.15 0.17 0.25 0.04 --62-8-6 88 - 2.75 0.17 0.10 0.11 ok 2.40 0.37 1.00 0.37 0.37 1.20 0.18 0.25 0.05 0.32 0.88 - 2.75 0.17 0.10 0.11 ok 3.00 0.72 1.00 0.72 0.72 1.50 0.23 0.25 0.06 0.66 0.88 - 2.75 0.17 0.10 0.11 ok 3.11 0.81 0.89 0.71 0.72 1.55 0.23 0.26 0.06 0.66 0.88 - 2.75 0.17 0.10 0.11 ok 3.23 0.90 0.77 0.69 0.72 1.60 0.24 0.28 0.07 0.65 0.88 - 2.75 0.17 0.10 0.11 ok 3.34 1.00 0.66 0.65 0.72 1.64 0.25 0.29 0.07 0.65 0.88 2.75 0.17 0.10 0.1 ] ok 3.46 1.10 0.54 0.60 0.72 1.69 0.25 0.31 0.08 0.64 0.88 - 2.75 0.17 0.10 ok 3.57 1.21 0.43 0.52 0.72 1.74 0.26 0.32 0.08 0.64 0.88 2.75 • 0.10 _0.11 0.11 ok 3.66 1.30 0.34 0.45 0.72 1.79 027 0.36 0.10 0.62 0.88 - 2.75 _0.17 0.17 0.10 0.11 ok_ 3.74 1.40 0.26 0.36 0.72 1.84 0.28 0.40 0.11 0.61 0.88 - 2.75 0.17 0.10 0.11 ok 3.83 1.50 0.17 0.26 0.72 1.89 0.28 0.44 0.12 0.60 0.88 2.75 0.17 0.10 0.11 ok 3.91 1.60 0.09 0.14 0.72 1.94 0.29 0.48 0.14 0.58 0.88 - 2.75 0.17 0.10 0.11 ok 4.00 1.71 0.00 0.00 0.72 1.99 0.30 0.52 0.16 0.56 0.88 - 2.75 0.17 0.10 0.11 ok 4.00 0.00 0.00 0.00 0.72 2.03 0.30 0.56 0.17 0.55 0.88 2.75 0.17 0.10 0.11 ok 4.00 0.00 0.00 0.00 0.72 2.07 0.31 0.60 0.19 0.53 0.88 2.75 0.17 0.10 0.11 ok 4.00 0.00 0.00 0.00 0.72 2.10 0.32 0.65 0.20 0.52 0.88 - 2.75 0.17 0.10 0.11 ok 4.00 0.00 0.00 0.00 0.72 2.14 _ 0.32 0.69 0.22 0.50 0.88 2.75 0.17 0.10 0.11 ok 4.00 0.00 0.00 0.00 0.72 2.18 0.33 0.73 0.24 0.48 0.88 2.75 0.17 _ 0.10 0.11 . ok 4.00 0.00 0.00 0.00 0.72 2.22 0.33 0.77 0.26 0.46 0.88 - 2.75 0.17 0.10 0.11 ok 4.00 0.00 0.00 0.00 0.72 2.25 0.34 0.82 0.28 0.44 0.88 - 2.75 0.17 0.10 0.11 ok 4.00 0.00 0.00 0.00 0.72 2.29 0.34 0.86 0.30 0.42 0.88 - 2.75 0.17 0.10 0.11 ok 4.00 0.00 0.00 0.00 0.72 2.33 0.35 0.90 0.31 0.41 0.88 - 2.75 0. 7 0.10 0.11 ok 4.00 0.00 0.00 0.00 0.72 2.37 0.36 0.94 0.33 0.39 0.88 - 2.75 0.17 0.10 0.11 ok 4.00 0.00 0.00 0.00 0.72 2.40 0.36 0.99 0.36 0.36 0.88 2.75 0.17 0.10 0.11 ok 4.00 0.00 0.00 0.00 0.72 2.48 0.37 1.07 0.40 0.32 0.88 - 2.75 0.17 0.10 0.11 1 ok Paul Reilly, PE Engineering Services PC PI END Notes 1. The MR area and Marm offset to centroid for distending stemwalls derived by CADD application. 2. AS Required: Ref Nilson, Darwin & Dolan, "Design of Concrete Structures", 2004 2007 CBC, ACI 318-05, ASCE 7-05 Load Case: U = 1.2D+1.6H Strength Design Denth Page H.5 Load Factor (LF) = 1.6 5' Max H Lateral Force (P) = 100 EFP Y conc = 150 pcf D 5.00 ft Y soil = 120 pcf t , 6.00 in As MR = Marm DLSTEM t 2 6.00 in #3 = 0.11 in' t 3 6.00 in #4 = 0.20 in' b 12.00 in ft.kip rZ 2.00 ft f�, = 40.00 int rt 2.50 ft f ,= 2.50 0.00 0.21 0.00 0.21 PC = 3.00' , Point of Curvature = (D -r2) 0.00 0.18 PI = 4.77' , Point of Intercept 0.17 0.17 Denth Page H.5 Load Factor (LF) = 1.6 5' Max H Lateral Force (P) = 100 EFP Mo Short Term (ST) = 1.00 Area Axial DL (stem) = 0.00 kip [no Bldg or other significant axial DL] MT = ,yD3/6 (factored) M " MD = LD MT LD: Distending section below PC. apply M„ = MT/ST -MR linear M reduction factor, PC thru PI MR = Marm DLSTEM As REQ ksi OMS = 0.9 Asf, [d; -(a/2)] /12 (D = 0.9 ksi AS Req = 1.8bd4Fc/fy a = Asf,/(0.85 fib) for AS > 1.3(AS Req) --> ok p .X = 0.75 p b = 0.0232 ref ACI 318-05 10.5.3 ftZ <DVn = 0.85( 24 f , bd + OVs) - '/2V; ok D MT LD Mo Mm_ Area EDL Marm MR M " d3M„ d; a As REQ .,r__ As Stem ft ft.kip ft.kip ft.kip ftZ kip ft ft.kip ft.kip ft.kip in in x 1.33 int Check 0 2.00 0.0 0.21 1.00 1.00 0.00 0.21 0.00 0.21 0.00 1.00 0.00 0.15 0.25 0.25 0.0 0.04 0.00 0.18 0.0 0.88 - - 2.75 2.75 0.17 0.17 0.10 0.10 0.11 0.11 ok ok 2.25 0.30 1.00 0.30 0.30 1.13 0.17 0.25 0.04 0.26 0.88 2.75 0.17 0.10 0.11 ok 2.30 0.32 1.00 0.32 0.32 1.15 0.17 0.25 0.04 0.28 0.88 - 2.75 0.17 0.10 0.11 ok 2.40 0.37 1.00 0.37 0.37 1.20 0.18 0.25 0.05 0.32 0.88 - 2.75 0.17 0.10 0.11 ok 3.00 0.72 1.00 0.72 0.72 1.50 0.23 0.25 0.06 _0.66 0.88 - 2.75 0.17 0.10 0.11 ok 3.19 0.87 0.89 0.77 0.77 1.59 0.24 0.25 0.06 0.71 0.88 - 2.75 0.17 0.10 0.11 ok 3.38 1.03 0.78 0.81 0.81 1.68 0.25 0.25 0.06 0.75 0.88 2.75 0.17 __ 0.10 0.11 ok 3.58 1.22 0.67 0.82 1 0.82 1.76 0.26 0.24 0.06 0.76 0.88 - 2.75 0.17 0.10 0.11 ok 3.77 1.43 0.57 0.81 0.82 1.85 0.28 0.24 0.07 0.75 0.88 - 2.75 0.17 0.10 0.11 ok 3.96 1.66 0.46 0.76 0.82 1.94 0.29 0.24 0.07 0.75 0.88 - 2.75 0.17 0.10 0.11 ok 4.12 1.87 0.37 0.68 0.82 2.03 0.30 0.26 0.08 0.74 0.88 - 2.75 0.17- 0.10 0.11 ok 4.28 2.10 0.27 0.57 0.82 2.12 0.32 0.27 0.09 0.74 0.88 - 2.75 0.17 0.10 0.11 ok 4.44 2.34 0.18 0.43 0.82 2.20 0.33 0.29 0.10 0.73 0.88 - 2.75 0.17 0.10 0.11 ok 4.61 2.61 0.09 0.24 0.82 2.29 0.34 0.30 0.10 0.72 0.88 - 2.75 0.17 0.10 0.11 ok 4.77 2.89 0.00 0.00 0.82 2.38 0.36 0.32 0.11 0.71 0.88 - 2.75 0.17 0.10 0.11 ok 4.78 4.80 4.82 4.83 4.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.82 0.82 0.82 0.82 0.82 2.47 2.56 2.64 2.73 2.82 0.37 0.38 0.40 0.41 0.42 0.51 0.70 0.88 1.07 1.26 0.19 0.27 0.35 0.44 0.53 0.63 0.56 0.47 0.38 0.29 0.88 0.88 0.88 0.88 2.75 2.75 2.75 2.75 2.75 0.17 0.17 0.17 0.17 0.17 0.10 0.10 0.10 0.10 0.10 0.11 0.11 0.11 0.11 0.11 ok ok ok ok ok 4.87 4.89 4.91 4.94 4.96 4.98 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.82 0.82 0.82 0.82 0.82 0.82 0.82 2.89 2.95 3.02 3.08 3.15 3.21 3.28 0.43 0.44 0.45 0.46 0.47 0.48 0.49 1.34 1.42 1.50 1.57 1.65 1.73 1.8 ] 0.58 0.63 0.68 0.73 0.78 0.83 0.89 0.24 0.19 0.15 0.09 0.04 0.00 0.00 0.88 0.88 0.88 0.88 0.88 0.88 0.88 2.75 2.75 2.75 2.75 2.75 2.75 2.75 0.17 0.17 0.17 0.17 0.17 0.17 10.17 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.11 0.11 0.11 0.11 0.11 0.11 0.11 1 ok ok ok ok ok ok ok Paul Reilly, PE Engineering Services PC PI END 2007 CBC, ACI 318-05, ASCE 7-05 Load Case: U = 1.2D+ 1.61H Strength Design Denth Page H.6 Load Factor (LF) = 1.6 6' Max H Lateral Force (P) = 100 EFP Area EDL Short Tenn (ST) = 1.02 Y cone = 150 pcf D 6.00 ft Y soil = 120 pcf t 6.00 in As OM, = 0.9 Asfy [d; -(a/2)] /12 t Z 6.00 in 43 = 0.11 in' t 3 6.00 in 44 = 0.20 in b 12.00 in 0 0.0 1.00 0.00 0.00 0.00 0.00 r2 3.00 ft fy = 40.00 ksi rt 3.50 ft fc= 2.50 ksi 0.11 PC = 3.00' , Point of Curvature = (D -i-2) 0.04 PI = 5.77' , Point of Intercept - Denth Page H.6 Load Factor (LF) = 1.6 6' Max H Lateral Force (P) = 100 EFP Area EDL Short Tenn (ST) = 1.02 MR Axial DL (stem) = 0.00 kip [no Bldg or other significant axial DL] MT = yD3/6 (factored) MD = LD MT LD: Distending section below PC. apply M„ = MT/ST - MR linear M reduction factor, PC thru PI MR= Mann DLSTEM . Stem OM, = 0.9 Asfy [d; -(a/2)] /12 0 = 0.9 AS Req = 1.8bd4fc/fy a= Asfy/(0.85 fcb) for AS > 1.3(AS Req) -� ok P max = 0.75 P b = 0.0232 ref ACI 318-05 10.5.3 OW = 0.85( 24 f, bd + OVs) - V2V; ok D MT LD MD Mmas Area EDL Marm MR M " OM„ d; Q A $ REQ v F. A s . Stem ft ft.kip ft.kip ft.kip ft2 kip ft ft.kip ft.kip ft.kip in in x 1.33 in Check 0 0.0 1.00 0.00 0.00 0.00 0.00 0.25 0.0 0.00 0.0 - 2.75 0.17 0.10 0.11 ok 2.00 0.21 1.00 0.21 0.21 1.00 0.15 0.25 0.04 0.17 0.88 - 2.75 0.17 0.10 0.11 _ ok 2.25 0.30 1.00 0.30 0.30 . 1.13 0.17 0.25 0.04 0.26 0.88 2.75 0.17 0.10 0.11 ok 2.30 0.32 1.00 0.32 0.32 1.15 _0.17 0.25 0.04 0.27 0.88 2.75 0.17 0.10 0.11 ok 2.40 0.37 1.00 0.37 1 0.37 1.20 0.18 0.25 0.05 0.32 0.88 2.75 0.17 0.10 0.11 ok 3.00 0.72 1.00 0.72 1 0.72 1.50 0.23 0.25 0.06 0.65 0.88 2.75 0.17 0.10 0.11 ok 3.27 0.93 0.89 0.83 0.83 1.63 0.24 0.29 0.07 0.74 0.88 - 2.75 0.17 0.10 0.11 ok 3.53 1.17 0.78 0.92 0.92 1.76 0.26 0.33 0.09 0.82 0.88 2.75 0.17 0.10 0.11 ok 3.80 1.46 1 0.68 0.99 0.99 1.88 0.28 0.37 0.10 0.86 0.88 2.75 0.17 0.10 0.11 ok 4.06 1.79 0.57 1.02 1.02 2.01 0.30 0.41 0.12 0.88 0.88 - 2.75 0.17 0.10 0.11 ok 4.33 2.16 0.46 1.00 1.02 2.14. 0.32 0.45 0.14 0.85 0.88 2.75 0.17 0.10 0.11 ok 4.56 2.53 0.37 0.93 1.02 2.27 0.34 0.56 0.19 0.81 0.88 - 2.75 0.17 0.10 0.11 ok 4.79 2.92 0.28 0.81 1.02 2.40 0.36 0.66 0.24 0.76 0.88 - 2.75 0.17 0.10 0.11 ok 5.01 3.36 0.18 0.62 1.02 2.52 0.38 0.77 0.29 0.71 0.88 - 2.75 0.17 0.10 0.11 ok 5.24 3.84 0.09 0.35 1.02 2.65 0.40 0.87 0.35 0.65 0.88 2.75 0.17 0.10 0.11 ok 5.47 4.36 0.00 0.00 1.02 2.78 0.42 0.98 0.41 0.59 0.88 2.75 0.17 0.10 0.11 ok 5.53 0.00 0.00 0.00 ].02 2.91 0.44 1.13 0.49 0.51 0.88 2.75 0.17 0.10 0.11 ok 5.58 0.00 0.00 0.00 1.02 3.03 0.45 1.27 0.58 0.42 0.88 2.75 0.17 0.10 O.11 ok 5.64 0.00 0.00 0.00 1.02 3.16 0.47 1.42 0.67 0.33 0.88 2.75 0.17 0.10 0.11 ok 5.69 0.00 0.00 0.00 1.02 3.28 0.49 1.56 0.77 0.23 0.88 2.75 0.17 0.10 0.11 ok 5.75 0.00 0.00 0.00 1.02 3.41 0.51 1.71 0.87 0.12 0.88 2.75 0.17 0.10 0.11 ok 5.79 0.00 0.00 0.00 1.02 3.50 0.53 1.82 0.96 0.04 0.88 2.75 0.17 0.10 0.11 ok 5.82 0.00 0.00 0.00 1.02 3.59 0.54 1.94 1.04 0.00 0.88 2.75 0.17 0.10 0.11 ok 5.86 0.00 0.00 0.00 1.02 3.68 0.55 2.05 1.13 0.00 0.88 - 2.75 0.17 0.10 0.11 ok 5.89 0.00 0.00 0.00 1.02 3.78 0.57 2.16 1.22 0.00 0.88 _ 2.75 0.17 0.10 0.11 ok 5.93 0.00 0.00 0.00 1.02 3.87 0.58 2.27 1.32 0.00 0.88 = 2.75 0.17 0.10 0.11 ok 5.96 0.00 0.00 0.00 1.02 3.96 0.59 2.39 1.42 0.00 0.88 2.75 0.17 _ 0.10 0.11 ok 6.00 0.00 0.00 0.00 1.02 4.05 0.61 2.50 1.52 0.00 0.88 2.75 0.17 0.10 0.11 ok Notes 1. The MR area and Marm offset to centroid for distending stemwalls derived by CADD application. 2. A, Required: Ref Nilson, Darwin & Dolan, "Design of Concrete Structures", 2004 Paul Reilly, PE Engineering Services 2007 CBC, ACI 318-05, ASCE 7-05 Load Case: U = 1.2D+1.6H Strength Design PC PI END Notes One Alternate Bar Required] 1. The MR area and Marm offset to centroid for distending stemwalls derived by CADD application. 2. AS Required: Ref Nilson, Darwin & Dolan, "Design of Concrete Structures", 2004 Death Page H.7 Load Factor (LF) = 1.6 7' Max H Lateral Force (P) = 100 EFP MT Short Term (ST) = 1.00 Y conc = 150 pcf D 7.00 ft Y soil = 120 pcf It I 6.00 in As t 2 6.00 in 43 = 0.11 in t 3 6.00 in #4 = 0.20 in b 12.00 in ft r INTER. 4.00 ft fY = 40.00 ksi r EATER. 4.50 ft f,= 2.50 ksi PC = 3.00' , Point of Curvature = (D -r2) 0 PI = 6.18' , Point of Intercept PC PI END Notes One Alternate Bar Required] 1. The MR area and Marm offset to centroid for distending stemwalls derived by CADD application. 2. AS Required: Ref Nilson, Darwin & Dolan, "Design of Concrete Structures", 2004 Death Page H.7 Load Factor (LF) = 1.6 7' Max H Lateral Force (P) = 100 EFP MT Short Term (ST) = 1.00 MD Axial DL (stem) = 0.00 kip [no Bldg or other significant axial DL] MT = yD3/6 (factored) Marm MD = LD MT LD: Distending section below PC. apply Mu = MT /ST - MR linear M reduction factor, PC thru PI MR= Maim DLSTEM a �M„ = 0.9 ASfy [d; -(a/2)] /12 cp = 0.9 AS Req = 1.8bd4f� fy a = A,fy/(0.85 fib) for AS > 1.3(A, Req) -+ ok P max = 0.75 P b = 0.0232 ref ACI 318-05 10.5.3 ft.kip (DVn = 0.85( 24 f� bd + (DVs) - ''/2V; ok D MT .. LD MD Mm Area, EDL Marm MR M (DM„ d; a As REQ As • Stem ft ft.kip ft.kip ft.kip ft kip kip ft ft.kip ft.kip ft.kip in in x 1.33 inZ Check 0 0.0 1.00 0.00 0.00 0.00 0.00 0.30 0.0 0.00 0.0 2.75 0.17 0.10 0.11 ok 1.00 0.03 1.00 0.03 0.03 0.50 0.08 0.30 0.02 0.00 0.88 2.75 0.17 0.10 0.11 ok 2.00 2.50 0.21 0.42 1.00 1.00 0.21 0.42 0.21 0.42 1.00 1.25 , 0.15 0.19 0.30 0.30 0.05 0.06 0.17 0.36 0.88 0.88 2.75 2.75 0.17 0.17 0.10 0.10 0.11 0.11 oke ok 2.75 0.55 1.00 0.55 0.55 1.38 0.21 0.30 0.06 0.49 0.88 2.75 0.17 0.10 0.11 ok 3.00 0.72 1.00 0.72 0.72 1.50 0.23 0.25 0.06 0.66 0.88 - 2.75 0.17 0.10 0:111 ok 3.47 1.11 0.85 0.95 0.95 1.67 0.25 0.30 .0.08 0.87 0.88 - 2.75 0.17 0.10 0.11 ok 3.93 4.40 1.62 2.27 0.71 0.56 1.15 1.27 1.15 1.27 1.83 2.00 0.27 0.30 0.36 0.41 0.10 0.12 1.05 1.70 - 2.75 0.35 0.10 0.22 r ok 1.15 1.70 - 2.75 0.35 0.10 0.22 ok 4.86 3.07 0.41 1.27 1.27 2.16 0.32 0.47 0.15 1.12 1.70 - 2.75 0.35 0.10 0.22 ok 5.33 4.04 0.27 1.08 1.27 2.33 0.35 0.52 0.18 1.09 1.70 2.75 0.35 0.10 0.22 ok 5.50 4.44 0.21 0.95 1.27 2.50 0.37 0.66 0.25 1.03 1.70 - 2.75 0.35 0.10 0.22 ok 5.67 4.86 0.16 0.78 1.27 2.66 0.40 0.79 0.32 0.96 1.70 - 2.75 0.35 0.10 0.22 ok 5.84 5.31 0.11 0.57 1.27 2.83 0.42 0.93 0.39 0.88 0.88 - 2.75 0.17 0.10 0.11. ok 6.01 5.79 0.05 0.31 1.27 2.99 0.45 1.06 0.48 0.79 0.88 - 2.75 0.17 0.10 0.11 ok 6.18 6.30 0.00 0.00 1.27 3.16 0.47 1.20 0.57 0.70 0.88 - 2.75 0.17 0.10 0.11 ok 6.30 0.00 0.00 0.00 1.27 3.33 0.50 1.39 0.69 0.58 0.88 - 2.75 0.17 0.10 0.11 ok 6.41 0.00 0.00 0.00 1.27 3.50 0.52 ►.58 0.83 0.45 0.88 2.75 0.17 0.10 0.11 ok 6.52 0.00 0.00 0.00 1.27 3.66 0:55 1.76 0.97 0.30 0.88 - 2.75 0.17 0.10 0.11 ok 6.64 0.00 0.00 0.00 1.27 3.83 0.57 1.95 1.12 0.15 0.88 - 2.75 0.17 0.10 0.1 ] ok 6.75 0.00 0.00. 0.00 1.27 4.00 0.60 2.14 1.28 0.00 0.88 - 2.75 0.17 0.10 0.11 ok 6.79 0.00 0.00 0.00 1.27 4.12 0.62 2.29 1.41 0.00 0.88 - 2.75 0.17 0.10 0.11 ok 6.82 0.00 0.00 0.00 1.27 4.24 0.64 2.44 1.55 0.00 0.88 - 2.75 0.17 _ 0.10 0.11 ok 6.86 0.00 0.00 0.00 1.27 4.36 0.65 2.59 1.69 0.00 0.88 - 2.75 0.17 0.10 0.11 ok 6.89 0.00 0.00 0.00 1.27 4.48 0.67 2.73 1.84 0.00 0.88 - 2.75 0.17 0.10 0.11 ok 6.93 0.00 0.00 0.00 1.27 4.60 0.69 2.88 1.99 0.00 0.88 - 2.75 0.17 0.10 0.11 ok 6.96 0.00 0.00 0.00 1.27 4.72 0.71 3.03 2.15 0.00 0.88 2.75 0.17 0.10 0.11 ok 7.00 0.00 0.00 0.00 1.27 4.84 0.73 3.18 2.31 0.00 0.88 2.75 0.17 0.10 0.11 ok Paul Reilly, PE Engineering Services PC PI ENL 2007 CBC, ACI 318-05, ASCE 7-05 Load Case: U = 1.2D+ 1.6H Strength Design Depth Page H.8 Load Factor (LF) = 1.6 8, Max H Lateral Force (P) = 100 EFP Area EDL Short. Term (ST) = 1.00 Y conc = 150 pcf D 8.00 ft Y soil = 120 pcf t 6.00 in As om, = 0.9 ASfy [d; -(a/2)] /12 t 2 6.00 in 43= 0.11 int t 3 6.00 in #4 = 0.20 int b 12.00 in 0.30 _0.0 r INTER. 5.00 ft fy = 40.00 ksi r ExTER. 5.50 ft Pc= 2.50 ksi 0.50 0.08 PC = 3.00' , Point of Curvature = (D -I-2) PI = 6.88' , Point of Intercept 0.10 Depth Page H.8 Load Factor (LF) = 1.6 8, Max H Lateral Force (P) = 100 EFP Area EDL Short. Term (ST) = 1.00 , MR Axial DL (stem) = 0.00 kip [no Bldg or other significant axial DL] MT = yD3/6 (factored) d; Mo = LD MT LD: Distending section below PC. apply M„ = MT/ST - MR linear M reduction factor, PC thru PI MR = Maim DLSTEM ft ft.kip ft.kip ft.kip om, = 0.9 ASfy [d; -(a/2)] /12 4) = 0.9 AS Req = 1.8bd4f�fy a = Asf,/(0.85 f,b) for A, > 1.3(A, Req) - ok P max = 0.75 P b = 0.0232 ref ACI 318-05 10.5.3 in OVn = 0.85( 24 Pc bd + OVs) - %2V; ok D MT LD Mo M,nax Area EDL Maim , MR M a "a d; a As REQ . P- As Stem ft ft.kip ft.kip ft.kip ft2 kip ft ft.kip ft.kip ft.kip in in x 1.33 int Check 0 0.0 1 .00 0.00 0.00 0.00 0.00 0.30 _0.0 0.00 0.0 - 2.75 0.17 0.10 0.11 ok 1.00 0.03 1.00 0.03 0.03 0.50 0.08 0.30 0.02 0.00 0.88 2.75 0.17 0.10 0.11 ok 2.00 0.21 1.00 0.21 0.21 1.00, 0.15 0.30; , . 0.05 0.17 0.88 -0--361788 2.75 0.17 0.10 0.11 ok 2.50 0.42 1.00 1 0.42 1 0.42 1.25 0.19 0.30 0.06 ! - 2.75 0.17 , 0.10 0.11 ok 2.75 0.55 1.00 0.55 0.55 1.38 0.21 0.30 0.06 0.49 0.88 - 2.75 0.17 0.10 0.11 ok 3.00 0.72 1.00 0.72 0.72 1.50 0.23 0.25 0.06 0.66 0.88 2.75 0.17 0.10 0.11' ok 3.42 1.07 0.89 0.95 0.95 1.71 0.26 0.32 0.08 0.87 0.88 2.75 0.17 0.10 0.11 ok 3.84 1.51 0.78 1.18 1.18 1.91 0.29 0.38 0.11 1.07 1.70 - 2.75 0.35 0.10 0.22;' ok 4.26 2.06 0.68 1.39 1.39 2.12 0.32 0.45 0.14 1.25 1.70 2.75 0.35 0.10 0.22 ok 4.68 2.73 0.57 1.55 I.55 2.32 0.35 0.51 0.18 1.37 1.70 - 2.75 0.35 0.10 0.22 ok 5.10 3.54 0.46 1.62 ].62 2.53 0.38 0.58 0.22 1.40 1.70 2.75 0.35 0.10 0.22 ok 5.46 4.33 0.37 1.59 1.62 2.74 0.41 0.75 0.31 1.32 1.70 2.75 0.10 0.22 ok 5.81 5.24 0.28 1.44 1.62 2.15 0.44 0.91 0.40 1.22 1.70 _ 2.75 _0.35 0.35 0.10 0.22 ok 6.17 6.26 0.18 1.15 1.62 3.15 0.47 I.OB 0.51 1.11 1.70 - 2.75 0.35 0.10 0.22 ok 6.52 7.40 0.09 0.68 1.62 -K8-8-1-8.68 3.35 0.50 1.24 0.63 1.00 1.70 2.75 0.35 0.10 0.22 ok 1 0.00 0.00 1.62 3.56 0.53 1.4I 0.75 0.87 0.88 2.75 0.17 0.10 6.11 ok 7.05 1 0.00 1 0.00 0.00 1.62 3.77 0.56 1.64 0.93 0.70 0.88 - 2.75 0.17 0.10 0.11 ok 7.23 0.00 0.00 0.00 1.62 3.97 0.60 1.87 1.12 0.51 0.88 2.75 0.17 0.10 0.11 ok 7.40 0.00 0.00 0.00 1.62 4.18 0.63 2.1I 1.32 0.30 0.88 2.75 0.17 0.10 0.11 ok 7.58 0.00 0.00 0.00 1.62 4.38 0.66 2.34 1.54 1 0.09 0.88 - 2.75 0.17 0.10 0.11 ok 7.75 0.00 0.00 0.00 1.62 4.59 0.69 2.57 1.77 0.00 0.88 - 2.75 0.17 0.10 0.11 ok 7.79 0.00 0.00 0.00 1.62 4.74 0.71 2.75 1.96 0.00 0.88 2.75 0.17 0.10 0.11 ok 7.82 0.00 0.00 0.00 1.62 4.88 0.73 2.94 2.15 _ 0.00 0.88 2.75 0.17 0.10 0.11 ok 7.86 0.00 0.00 0.00 1.62 5.03 0.75 3.12 2.35 0.00 0.88 2.75 0.17 0.10 0.11 ok 7.89 0.00 0.00 0.00 1.62 5.18 0.78 3.30 2.56 0.00 0.88 - 2.75 0.17 0.10 0.11 ok 7.93 0.00 0.00 0.00 1.62 5.33 0.80 3.48 2.78 0.00 0.88 2.75 17 0.10 0.11 ok 7.96 0.00 0.00 0.00 1.62 5.47 0.82 3.67 3.01 0.00 0.88 2.75 ;0..17 0.10 0.11 ok 8.00 0.00 0.00 0.00 1.62 5.62 0.84 3.85 3.25 0.00 0.88 2.75 17 0.10 1 0.11 1 ok One Alternate Bar Rea Notes 1. The MR area and Marm offset to centroid for distending stemwalls derived by CADD application. 2. A, Required: Ref Nilson, Darwin & Dolan, "Design of Concrete Structures", 2004 Paul Reilly, PE Engineering Services 2007 CBC, ACI 318-05, ASCE 7-05 Load Case: U = 1.2D+ 1.6H Strength Design PC PI ENC Denth Page H.9 Load Factor (LF) = 1.6 1 9' Max H Lateral Force (P) = 100 EFP Area Short Term (ST) = 1.00 7 conc = 150 pcf D 9.00 ft y soil = 120 pcf t , 7.00 in As cbM„ = 0.9 Asfy [d; -(a/2)] /12 t 2 7.00 in #3 = 0.11 int t, 6.00 in #4 = 0.20 int b 12.00 in 0.00 0.0 - r INTER. 5.00 ft fy = 40.00 ksi r ExTER. 5.50 ft f c= 2.50 ksi 0.00 0.88 PC = 4.00' , Point of Curvature = (D -r2) P1= 7,88' , .Point of Intercept 2.00 0.21 1.00 0.21 0.21 PC PI ENC Denth Page H.9 Load Factor (LF) = 1.6 1 9' Max H Lateral Force (P) = 100 EFP Area Short Term (ST) = 1.00 Marm . MR Axial DL (stem) = 0.00 kip [no Bldg or other significant axial DL] MT = yD3/6 (factored) a MD = LD MT LD: Distending section below PC. apply M„ = MT/ST - MR linear M reduction factor, PC thru PI MR= Marm DLsTEM ft2 cbM„ = 0.9 Asfy [d; -(a/2)] /12 cp = 0.9 AS Req = 1.8bd4fdfy a = Asfy/(0.85 f,b) for AS > 1.3(AS Req) -+ ok P max = 0.75 P b = 0.0232 ref ACI 318-05 10.5.3 x 1.33 OVn = 0.85( 24 Pf bd + (DVs) - %2V; ok D MT LD Mo Mm. Area EDL Marm . MR M " oM" d; a As REQ As Stem - ft ft.kip ft.kip ft.kip ft2 kip ft ft.kip ft.kip ft.kip in in x 1.33 int Check 0 0.0 1.00 0.00 0.00 0.00 0.00 0.30 0.0 0.00 0.0 - 2.75 0.17 0.10 0.11 ok 1.00 0.03 1.00 0.03 0.03 0.58 0.09 0.30 0.03 0.00 0.88 - 2.75 0.17 0.10 0.11 ok 2.00 0.21 1.00 0.21 0.21 1.17 0.18 0.30 0.05 0.16 0.88 2.75 0.17 0.10 0.11 ok 3.00 0.72 1.00 0.72 0.72 1.75 0.26 0.30 0.08 0.64 0.88 2.75. 0.17 010 i 0.11 i ok 3.50 1.14 1.00 1.14 1.14 2.04 0.31 0.30 0.09 1.05 1.70 2.75 0.35 0.10 0.22 ok 4.00 1.71 1.00 1.71 1.71 2.33 0.35 0.29 0.10 1.61 1.71 - 2.76 0.35 0.10 0.22' ok 4.22 2.00 0.94 1.89 1.89 2.57 0.39 0.35 0.14 1.75 1.85 2.98 0.35 0.11 0.22 ok 4.44 2.33 0.89 2.07 2.07 2.81 0.42 0.42 0.18 1.89 1.99 3.19 0.35 0.11 0.22 ok, 4.66 2.70 0.83 2.24 2.24 3.05 0.46 0.48 0.22 2.02 2.14 _- 3.41 0.35 0.12 0.22 ok 4.88 3.10 0.77 2.40 2.40 3.28 5.10 3.54 0.72 2.53 2.53 3.52 0.49 0.55 0.27 2.13 2.28 3.62 0.35 0.13 0.22 0.22 ok 0.53 0.61 0.32 2.21 2.42 3.84 0.35 0.14 ok 5.66 4.82 0.57 2.77 2.77 3.75 0.56 0.78 0.44 2.33 2.39 3.79 0.35 0.14 0.22 ok 6.21 6.39 0.43 2.75 2.77 3.99 0.60 0.95 0.57 2.20 2.36 3.74 0.35 0.13 0.22 ok 6.77 8.27 0.29 2.37 2.77 4.22 0.63 1.12 0.71 2.06 2.33 3.70 0.35 0.13 0.22 ok 7.32 10.48 0.14 1.50 2.77 4.46 0.67 1.29 0.86 1.90 2.29 3.65 0.35 0.13 0.22 ok 7.88 13.051 0.00 0.00 2.77 4.69 0.70 1.46 1.03 1.74 2.26 3.60 0.35 1 0.13 0.22 ok 8.05 0.00 0.00 0.00 2.77 4.91 0.74 1.70 1.25 1.51 2.23 3.55 0.35 0.13 0.22 ok 8.23 0.00 0.00 0.00 2.77 5.13 0.77 1.94 1.49 1.27 2.20 - 3.50 0.35 0.13 0.22 ok 8.40 0.00 0.00 0.00 2.77 5.36 0.80 2.17 1.75 1.02 2.17 3.46 0.35 0.12 0.22 ok 8.580.00 0.00 ' 0.00 2.77 5.58 0.84 2.41 2.02 0.75 2.14 3.41 0.35 0.12 0.22 ok 8.75 0.00 0.00 0.00 2.77 5.80 0.87 2.65 2.31 0.46 2.10 3.36 0.35 0.12 0.22 ok 8.79 0.00 0.00 0.00 2.77 5.95 0.89 2.84 2.54 0.23 2.05 - 3.27 0.35 0.12 0.22 ok 8.82 0.00 0.00 0.00 2.77 6.11 0.92 3.04 2.78 0.00 1.99 3.19 0.35 0.11 0.22 ok 8.86 0.00 0.00 8.89 0.00 0.00 8.93 0.00 0.00 8.96 0.00 0.00 0.00 2.77 6.26 0.00 2.77 6.41 0.00 2.77 6.56 0.00 2.77 6.72 0.94 0.96 0.98 1.01 3.23 3.03 3.42 3.29 3.61 3.56 3.81 3.84 0.00 1.93. 0.00 0.97 0.00 0.94 0.00 0.91 - 3.10 3.01 2.92 2.84 2.75 0.35 0.17 0.17 0.17 0.17 0.11 0.11 O.11 0.10 0.10 0.22 0.11 0.11 0.11 0.11 ok ok ok ok ok 9.00 0.00 0.00 0.00 2.77 6.87 1.03 4.00 4.12 0.00 0.88 _ One Alternate Bar Re uired Notes 1. The MR area and Marm offset to centroid for distending stemwalls derived by CADD application. 2. A, Required: Ref Nilson, Darwin & Dolan, "Design of Concrete Structures", 2004 ' Paul Reilly, PE Engineering Services PC PI ENE 2007 CBC, ACI 318-05, ASCE 7-05 Load Case: U = 1.2D+ 1.6H Strength Design Denth Page H.10 Load Factor (LF) = 1.6 1 10' Max H Lateral Force (P) = 100 EFP MT 7 conc = 150 pcf D 10.00 ft 7 soil = 120 pcf t 8.00 in As linear M reduction factor, PC thru PI it Z 8.00 in #3 = 0.11 in t s 7.00 in #4 = 0.20 in' b 12.00 in ft2 kip r INTER. 5'00 ft fy = 40.00 ksi r EXTER. 5.50 ft f `= 2.50 ksi in PC = 5.08' , Point of Curvature = (D -r2) 1.00 1.00 1.00 1.00 1.00 1.00 PI = 8.98' , Point of Intercept 0.000.00 0.67 1.33 2.00 2.67 3.39 Denth Page H.10 Load Factor (LF) = 1.6 1 10' Max H Lateral Force (P) = 100 EFP MT Short Term (ST) = 1.00 Mo Axial DL (stem) = 0.00 kip [no Bldg or other significant axial DL] MT = yD3/6 (factored) Marm MD = LD MT LD: Distending section below PC. apply M, = MT/ST -MR linear M reduction factor, PC thru PI MR = Mamn DLSTEM OM, = 0.9 Asfy [di -(a/2)] /12 0 = 0.9 AS Req = 1.8bd4f�fy a = Asfy/(0.85 f,b) for A, > 1.3(AS Req) -+ ok P mux = 0.75 P b = 0.0232 ref ACI 318-05 10.5.3 ft.kip 0Vn = 0.85( 24 f , bd + (DVs) - '/2V; ok D MT LD Mo Mmn Area EDL:, Marm MR M oM„ di a AS REQ J jj.I As Stem ft ft.kip ft.kip ft.kip ft2 kip ft ft.kip ft.kip ft.kip in in x 1.33 in Check 0 1.00 2.00 3.00 4.00 5. 8 0.0 0.03 1 0.21 0.72 1.71 3.50 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.03 0.21 0.72 1.71 3.50 0.00 0.03 0.21 0.72 1.71 1 3.50 0.000.00 0.67 1.33 2.00 2.67 3.39 0.10 0.20 0.30 0.40 0.51 0.30 0.30 0.30 0.30 0.30 0.33 0.0 0.03 0.06 0.09 0.12 0.17 0.00 76.-0 _0 0.15. 0.63 1.59 3.34 0.0 -678 _8 0.88 0.88 1.70 4.50 - 4.80 2.75 2.75 _ - ( 2.75 2.75 4.80 0.17 0.17 0.17 1 0_17_, 0.35 0.52 0.17 0.10 0.10 0.10 0.10 0.17 0.11 0.11 0.11 0.11 0.22 0.33' ok -o k ok ok ok- ok 5.50 4.45 0.89 3.97 1 3.97 3.66 0.55 0.39 0.22 3.75 4.52 _4_. 4.82 0.52 0.17 0.33 ok 5.93 5.55 0.78 4.35 4.35 3.94 0.59 0.46 0.27 4.08 5-4 - __4 85 0.52 _0._j _7 0.33,: ok 6.35 6.82 0.68 4.61 4.61 4.21 0.63 0.52 0.33 4.28 4.5714.92 0.52 0.17 0.33 ok 6.77 7.19 7.55 8.27 9.91 11.47 0.57 0.46 0.37 4.69 4.55 4.21 4.69 4.69 4.69 4.49 4.76 5.04 0.67 0.71 0.59 0.65 0.39 0.46 4.30 4.23 4.59 4.61 0.52 0.52 0.18 0.18 0.33 0.33 0.33 ok ok ok 0.76 0.82 0.62 4.07 4.59 0.52 0.18 7.91 13.18 0.28 3.63 4.69 __4 5.31 __5 0.80 I.00 0.80 3.90 4.57 0.52 0.17 0.33 ok 8.26 8.62 15.05 17.09 0. ] 8 0.09 2.77 1.s7 69 4.69 59 5.86 0.84 0.88 1.17 1.35 0.98 1.18 3.71 3.51 4.54 4.52 4.85 - 4.82 0.52 0.52 ___6.17 0.17 0.33 0.33 ok ok 8.98 19.31 0.00 0.00 4.69 6.14 0.92 1.52 1.40 3.29 4.50 - 4.80 0.52 0.17 0.33 ok 9.13 9.29 0.00 0.00 0.00 0.00 0.00 0.00 -TO-0--4_69 4.69 4.69 6.41 6.68 0.96 1.00 1.76 1.99 1.69 2.00 3.00 2.70 4.42 4.35 4.73 4.66 0.52 0.52 0.17 0.17 0.33 0.33 ok ok 9.44 9.60 9.75 9:79 9.82 9.86 9.89 9.93 9.96 1. 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 __O 00 0.00 0.00 0.00 -To0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 . 4.69 4.69 4.69 4.69 4.69 4.69 4.69 4.69 4.69 6.95 7.22 7.49 7.67 7.85 --i.03 8.20 8.38 8.56 8.74 1.04 I.08 1.12 1.15 1.18 1.20 1.23 1.26 1.28 1.31 1 2.23 2.46 2.70 2.89 3.09 3.28 3.47 3.66 3.86 4.05 1 2.32 2.67 3.03 3.33 3.63 3.95 4.27 4.61 4.95 5.31 1 2.37 2.02 1.66 1.37 1.06 0.75 0.42 0.09 0.00 0.00 4.28 2.86 2.82 __2 75 2.68 2.61 2.54 2.48 2.41 1.20 4.58 4.51 - 4.44 - 4.34 4.23 4.13 4.03 - 3.93 3.82 - 3.72 0.52 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.17 0.16 0.16 0.16 0.16 0.15 0. ] 5 0.14 0.14 0.14 0.13 1 0.33 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.11 1 ok ok ok ok ok ok ok ok ok ok Two Alternate Bars Re uired Paul Reilly, PE Engineering Services PC PI ENC 2007 CBC, ACI 318-05, ASCE 7-05 Load Case: U = 1.2D+1.6H Strength Design Depth Page H.11 Load Factor (LF) = 1.6 11' Max H Lateral Force (P) = 100 EFP Y conc = 150 pcf D 11.00 ft Y soil = 120 pcf t 8.00 in A 5 REQ As 0.9 t z 8.00 in #3= 0.11 int t' 8.00 in #4 = 0.20 in b 12.00 in x 1.33 in Check r INTER. 5'00 ft fy = 40.00 ksi r ExTER. 5.50 ft f , = 2.50 ksi 4.80 PC = 6.17' , Point of Curvature= 0.20 (D -r2) 2.00 PI = 10.05' , Point of Intercept 0.21 Depth Page H.11 Load Factor (LF) = 1.6 11' Max H Lateral Force (P) = 100 EFP MD Short Term (ST) = 1.00 Area Axial DL (stem) = 0.00 kip [no Bldg or other significant axial DL] MT = 'yD3/6 (factored) MD = LD MT LD: Distending section below PC. apply Mu = MT/ST - MR linear M reduction factor, PC thru PI MR= Marm DLSTEM A 5 REQ d3Mr, = 0.9 Asfy [d; -(a/2)] /12 0.9 AS Req = 1.8bd4fc fy a = Asfy/(0.85 f,b) for AS > 1.3(A, Req) - ok P max = 0.75 P b = 0.0232 ref ACI 318-05 10.5.3 ft2 0Vn = 0.85(24 f c bd + 0Vs) -- '/2V;ok D I MT I LD MD Mmaa Area EDL Marm ,MR M„ d; a A 5 REQ A s Stem ft ft.kip ft.kip ft.kip ft2 kip ft ft.kip ft.kip ft.kip in in x 1.33 in Check 0 0.0 I.00 0.00 0.00 0.00 0.00 0.30 0.0 0.00 0.0 - 4.80 0.31 0.17 0.20 2.00 0.21 1.00 0.21 0.21 1.33 0.20 0.30 0.06 0.15 2.79 - 4.80 0.31 0.17 0.20 _ok ok 3.00 0.72 _ 1.00 0.72 0.72 2.00 0.30 0.30 0.09 0.63 2.79 4.80 0.31 0.17 0.20 ok 4.00 1.71 _ 1.00 1.71 1.71 2.67 0.40 _ 0.30 0.12 1.59 2.79 T- 4.80 0.31 0.17 0.20 ok 5.00 3.33 1.00 3.33 3.33 3.33 0.50 0.30 0.15 3.18 5.38 4.80 0.63 _ 0.17 0.40 1 ok 6.17 6.25 1.00 6.25 6.25 4.11 0.62 0.33 0.20 6.05 7.79 4.80 0.94 0.17 0.60'< ok 6.59 7.62 0.89 6.80 6.80 4.39 0.66 0.41 0.27 6.53 8.01 4.92 0.94 0.18 0.60 ok 7.01 9.18 0.78 7.19 7.19 4.67 0.70 0.48 0.34 6.85 8.22 5.04 0.94 0.18 0.604: ok 7.43 10.93 0.68 7.38 1 7.38 4.96 0.74 0.56 0.41 6.96 8.44 5.16 0.94 0.19 0.60 ok 7.85 12.90 0.57 7.31 7.38 5.24 0.79 0.63 0.50 6.88 8.66 5.28 0.94 0.19 0.60 ok 8.27 _8._63T7_.1_2 15.08 0.46 6.91 7.38 5.52 0.19 0.60 ok 0.83 0.71 0.59 6.79 8.87 5.40 0.94 0.37 6.28 7.38 5.81 0.19 0.60 ok 0.87 0.88 0.77 6.61 8.92 5.42 0.94 8.98 19.32 0.28 5.31 7.38 6.11 0.92 1.05 0.97 6.41 8.96 5.45 0.94 0.20 0.60 ok 9.34 21.71 0.18 3.98 7.38 6.40 0.96 1.23 1.18 6.20 9.00 5.47 0.94 0.20 0.60 ok 9.69 24.29 0.09 2.23 7.38 6.70 1.00 1.40 1.40 5.98 6.22 - 5.50 0. 63 0.20 0.40 ok 10.05 27.07 0.00 0.00 38 7. 6.99 1.05 1.57 1.65 5.73 6.25 5.52 0.63 0.20 0.40 ok 10.19 0.00 0.00 0.00 7.38 7.28 1.09 1.81 1.97 5.41 6.22 - 5.50 0.63 0.20 0.40 ok 10.33 0.00 0.00 0.00 7.38 7.58 1.14 2.04 2.32 5.06 6.19 5.47 0.63 0.20 0.40 ok 10.47 0.00 0.00 0.00 7.38 7.87 1.18 2.28 2.69 4.69 6.16 - 5.45 0.63 0.20 0.40 ok 10.61 0.00 0.00 0.00 7.38 8.17 1.22 2.51 3.08 4.30 6.13 - 5.42 0.630.19 0.40 ok 10.75 0.00 0.00 0.00 7.38 8.46 1.27 2.75 3.49 3.89 6.10 5.40 0.63 0.19 0.40 ok 10.79 0.00 0.00 0.00 7.38 8.66 1.30 2.94 3.82 3.56 6.00 - 5.31 0.63 0.19 0.40 ok 10.82 0.00 0.00 0.00 7.38 8.86 1.33 3.12 4.15 3.23 5.90 - 5.23 0.63 0.19 0.40 ok 10.86 0.00 0.00 0.00 7.38 9.06 1.36 3.31 4.50 2.88 5.79 5.14 0.63 0.18 0.40 ok 10.89 0.00 0.00 0.00 7.38 9.27 1.39 3.50 4.86 2.52 5.69 - 5.06 0.63 0.18 0.40 ok 10.93 0.00 0.00 0.00 7.38 9.47 1.42 3.69 5.23 2.15 2.89 - 4.97 0.31 _ 0.18 0.20 _ ok 10.96 0.00 0.00 0.00 7.38 9.67 1.45 3.87 5.62 1.76 2.84 - 4.89 0.31 _ 0.18 0.20 ok 11.00 0.00 0.00 0.00 7.38 9.87 1.48 -T.-53-4.56 4.06 6.01 1.37 2.79 - 4.80 0.31 0.17 0.20 ok 7" Floor, M; - 6.31 10.20 6.98 0.00 2.79 4.80 0.31 0.17 0.20 ok 7" Floor, M; - 6.31 10.53 1.58 5.06 7.99 0.00 2.79 i - 0.17 0.20 ok 4.80 0.31 #4 12" OCT ical + Two Alternate Bars Re uired ' Paul Reilly, PE Engineering Services PC PI ENE F�1 2007 CBC, ACI 318-05, ASCE 7-05 Mmax Area EDL Short Term (ST) = 1.00 Load Case: U = 1.2D+1.6H Axial DL (stem) = 0.00 kip [no Bldg or other significant axial DL] Strength Design a. MD = LD MT LD: Distending section below PC. apply 7 conc = 150 pef D 12.00 ft 7 soil = 120 pcf t 9.00 in As ref ACI 318-05 10.5.3 t z 9.00 in 43 = 0.11 int t' 8.00 in #4 = 0.20 in b 12.00 in 0.31 0.31 0.31 r INTER. 5.00 ft fy = 40.00 ksi r EXTER. 5.50 ft f c= 2.50 ksi _- - - PC = 7.17' , Point of Curvature = (D -r2) _0.17 0.20 ok 0.18 0.40 1 ok 0.22 0.60' ok P1= 11.05' ,Point of Intercept 10.14 5.69 0.85 Denth Page H.12 Load Factor (LF) = 1.6 1 12' Max H Lateral Force (P) = 100 EFP Mmax Area EDL Short Term (ST) = 1.00 M Axial DL (stem) = 0.00 kip [no Bldg or other significant axial DL] MT = yD3/6 (factored) a. MD = LD MT LD: Distending section below PC. apply M,i = MT/ST - MR linear M reduction factor, PC thru PI MR = Maim DLSTEM ft.kip ftZ kip (DM,, = 0.9 Asfy [d; -(a/2)] /12 cp = 0.9 AS Req = 1.8bdgf�fy a= Asfy/(0.85 fib) for AS > 1.3(As Req) - ok P max = 0.75 P b = 0.0232 ref ACI 318-05 10.5.3 x 1.33 (DVn = 0.85( 24 fc bd + OVs) _ %V; ok D MT LD Mo Mmax Area EDL Mann MR M CDM" d; a. AS REQ I As Stem ft ft.kip ft.kip ft.kip ftZ kip ft ft.kip ft.kip ft.kip in in x 1.33 in Check 0 0.0 1.00 .0.00 2.00 0.21 1.00 0.21 3.00 0.72 1.00 0.72 0.00 0.00 0.00 0.21 1.50 0.23 0.72 2.25 0.34 0.30 0.0 0.30 0.07 0.30 0.10 0.00 0.15 0.62_ 0.0 2.79 2.79 - 5.76 4.80 4.80 0.31 0.31 0.31 0.21 0.17 0.17 0.20 0.20ok 0.20 ok ok 4.00 1.71 1.00 1.71 5.00 3.33 1.0- 11 3.331 7.17 9.82 1.00 9.82 1 1.71 3.00 0.45 3.33 3.75 0.56 1 9.82 5.38 0.81 0.30 0.14 0.30 0.17 0.37 0.30 1.57 3.16 9.52 2.79 5.50 10.38 _- - - 14.80 4.90 6.24 0.31 0.63 0.94 _0.17 0.20 ok 0.18 0.40 1 ok 0.22 0.60' ok 7.39 10.75 0.94 10.141 10.14 5.69 0.85 0.44 0.38 9.76 10.38 6.24 0.94 0.22 0.60 ok 7.61 11.74 0.89 10.411 10.41 6.00 0.900.52 7.83 12.79 0.83 10.61 10.61 6.31 0.95 8.05 13.91 0.77 10.75 10.75 6.63 0.99 8.27 15.08 0.72 10-801 10.80 6.94 1.04 8.83 18.33 0.57 10.50 10.80 7.26 1.09 0.47 9.94 10.38 6.24 0.94 0.22 0.60;:. 0.60 0.60 0.60 0.60 ok 0.59 0.56 10.05 10.38 - 6.24 0.94 0.22 ok 0.67 0.66 0.74 0.77 0.91 0.99 10.08 10.03 9.80 10.38 10.38 10.21 - - 6.24 6.24 -6. 14 0.94 0.94 0.94 0.22 0.22 0.22 ok ok ok 9.38 22.02 0.43 9.46 10.80 7.58 1.14 1.08 1.23 9.57 10.04 - 6.05 0.94 0.22 0.60 ok 9.94 26.17 0.29 1 7.49 10.80 10.49 30.82 0.14 4.41 10.80 11.05 35.98 0.00 0.00 10.80 -6--00- 7.90 1.19 8.22 1.23 8.54 1.28 1.26 1.49 1.43 1.76 1.60 2 .05 9.31 9.04 8.75 9.87 9.69 9.52 - - 5.95 5.86 5.76 0.94 0.94 0.94 0.21 0.21 0.21 0.60 0.60 0.60 ok ok ok .19 11.0.00 0.00 10.80 11.33 0.00 0.00 0.00 10.80 11.47 0.00 0.00 0.00 10.80 11.61 0.00 0.00 0.00 10.80 11.75 0.00 0.00 --6.00 10.80 11.79 0.00 0.00 0.00 10.80 11.82 0.00 0.00 0.00 10.80 11.86 0.00 0.00 0.00 10.80 11.89 0.00 0.00 0.00 10.80 11.93 0.00 0.00 0.00 10.80 11. 96 0.00 0.00 0.00 10.80 12.00 0.00 0.00 0.00 10.80 7" Flnnr M. - All 8.85 1.33 9.16 1.37 9.47 1.42 9.78 1.47 10.09 1.51 10.30 1.54 10.50 1.58 10.711.61 10.92 1.64 11.13 -T6-7-3-76-6.2-8--4F52 11.33 1.70 -11'.3 -4 ].73 i t Q-7 1 -70 1.84 2.44 2.08 2.85 2.31 3.29 2.55 3.74 ---2 79 4.22 2.98 4.61 3.18 5.01 3.37 5.42 3.57 5.84 3.96 6.72 4.15 -fl8 n - 8.36 7.95 7.51 _ 7.05 6.57 6.19 5.79 5.38 4.96 4.07 3.61 9.18 8.83 8.48 8.14 _7.79 7.79 7.79 5.38 5.38 5.38 5.38 5.38 - - - - - - - - 5.57 5.38 5.18 4.99 4.80 4.80 4.80 4.80 4.80 4.80 4.80 4.80 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.63 0.63 0.63 0.63 0-63.1 _ _ --o17 1 0.20 0.19 0. 1-9 0.18 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.40 0.40 0.40 0.40 0.40 ok ok ok ok ok ok ok ok ok ok ok ok �.ov v.� --V.1/ U.LU ok 7" Floor, M; 6.31 12.20 1.83 5.06 9.26 0.00 2.79 4.80 0.31 0.17 0.20 ok #4 12" OC, Tynical + Two Alternate Bars Re wired 'Paul Reilly, PE Engineering Services aka Advanced Pool Engineering 2007 CBC, ACI 318-05, ASCE 7-05 Load Case: U = 1.2D+1.7H Strength Design Y cont = 150 pcf D 5.50 ft Y soil = 120 pcf It 1 6.00 in As t, 6.00 in #3= 0.11 in t, 6.00 in #4 = 0.20 in' b 12.0 in x1.33 in Check r2 2.00 ft fy = 40.00 ksi r, 1.00 ft f'e= 2.50 ksi PC= 3.50 , Point of Curvature PI = 4.90 , Point of Intercept Death Load Factor (LF) = 1.7 Lateral Force (P) = 63 EFP ,,,e,er Short Term (ST) = 1.00 Axial DL (stem) = 0.00 kip MT = yD3/6 (factored) Mu = MT - MR MR=.Marm DLSTEM (DM„ = 0.9 Asfy [d; -(a/2)] /12 (DVn = 0.85( 24 f'e bd + (DVs) - %V; ok Page H.12.3 Extended Stemwall 5.5' Max H = 0.9 a = A,fV(0.85feb) ref ACI 318-05 10.5.3 for A, > 1.3(A, Req) ok H WATER AS Req = 1.8bd4fe/fy FG �H SOIL D MT MMAX EDL I Marm MR M „ (�Me d; a c AS s AREQ Stem ft ft.kip ft.kip kip ft ft.kip ft.kip ft.kip in in in x1.33 in Check 0 - 0.0 0.20 x.0.00 0.30 - 0.00 0.40 - 0.00 0.50 - 0.00 0.75 - 0.01 1.00 - 0.02 1.25 - 0.03 1.50 - 0.06 1.75 - 0.10 2.00 - 0.14 _ 2.25 0.20 2.50 - 0.28 2.75 - 0.37 3.00 - 0.48 FG 3.50 - 0.77 3.75 4.00 - 4.30 - 4.60 - 4.80 4.90 - 5.00 5.20 - 5.25 - 5.30 - 5.35 - END 5.50 - 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 � 1 0.00 0.23 0.0 0.02 0.23 0.00 0.02 1 0.23 0.01 i 0.03 0.23 0.01 0.04 0.23 0.01 0.06 0.23. 0.01 0.08 0.23 0.02 0.09 0.23 0.02 0.11 0.23 0.03 0.13 0.23 0.03 0.15 0.23 0.03 0.17 0.23 0.04 0.19 0.23 0.04 0.21 0.23 0.05 0.23 0.23 0.05 _ 0.26 0.23 0.06 0.28 0.23 0.06 0.30 0.23 0.07 0.32 0.33 0. ] 1 0.35 0.50 0.17 0.36 0.65 0.23 0.37 0.81 0.30 0.38 0.90 0.34 0.39 0.95 0.37 0.39 1.00 0.39 0.40 1.15 0.46 0.40 1.25 0.50 0.41 1.85 0.76 0.00 0.0 0.00 0.88 0.00 0.88 0.00 0.88 0.00 0.88 0.00 0.88 0.00 0.88 0.01 0.88 0.03 0.88 0.07 0.88 0.11 0.88 0.16 0.88 0.24 0.88 0.32 0.88 0.43 0.88 0.70 1.70 0.71 1.70 0.70 1.70 0.66 5.43 0.60 5.56 0.54 6.16 .47 0 7.15 0.43 6.16 0.40 5.56 0.38 4.97 0.31 4.51 0.27 4.16 0.01 1.70 - �I j - - - - - - - - - - - - - - - - - - - . - - - 2.75 2.75 12.75 2.75 2.75 2.75 2.75 2.75 2.75 2.75 2.75 2.75 2.75 2.75. 2.75 2.75 2.75 2.75 8.40 8.60 9.50 11.00 9.50 8.60 7.70 7.00 6.48 2.75 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17_ 0.17 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.15 0.15 - 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 - 0.11 ok 0.00 0 jl 1 i_ ok 1 0.00 0.11 ok 0.00 0:11 ok 0.00 0.11 ok 0.00 0.11 ok 0.00 0'1'1 ok 0.00 0.11 ok 0.01 0.11 ok 0.01 0.11 ok 0.02 0.11 ok 0.03 0.11 ok 0.04 0.11 ok 0.05 0.11 ok 0.07 0.11 ok 0.12. 0.22 ok 0.12 0.22 ok 0.12 0.22 ok 0.04 0.22 ok 0.03 0.22 ok 0.03 0.22 ok 0.02 0.22 ok 0.02 0.22 ok 0.02 0.22 ok 0.02 0.22 ok 0.02 0.22 ok 0.02 0.22 ok 0.00 0.22 ok FC ENC r2 2.00 ft fy = 40.00 ksi rt 0.50 ft f 2.50 ksi PC= 7.50 , Point of Curvature= (D -r2) Pl = 7.85 , Point of Intercept= D- 1-2 (0.293) Death Load Factor (LF) = 1.7 Lateral Force (P) = 63 EFP Short Term (ST) = 1.00 Axial DL (stem) = 0.00 kip MT = yD3/6 (factored) Mu=MT - MR MR= Marm DLSTEM (DM„ = 0.9 Asfy [d; -(a/2)] /12 q)Vn = 0.85( 24 f, bd + OVs) - V2V; ok ref ACI 318-05 10.5.3 for AS > 1.3(AS Req) - ok AS Req = 1.8bd Jfc/fy Page H.12.4 Extended Stemwall 8' Max H Notes MT : absolute value of MT shown. = 0.9 a = A,fy (0.85f�b) H WATER FG �H SOIL D MT MMAx 'Paul Reilly, PE Mann MR Engineering Services (DM„ aka Advanced Pool Engineering a C 2007 CBC, ACI 318-05, ASCE 7-05 AS REQ UP" - As Load Case: U = 1.2D+1.6H R ft.kip Strength Design kip ft Y conc = 150 pcf D 8.00 ft Y soil = 120 pcf t t 10.00 in As x1.33 t 2 10.00 in #3 = 0.11 int It 3 6.00 in #4 = 0.20 in b 12.0 in 0.0 0.04 0.05 0.07 0.09 0.11 0.13 0.15 O.16 0.18 0.22 0.24 0.25 0.27 0.29 0.36 0.40 0.44 0.44 0.00 0.0 0.00 2.28 0.00 2.28 0.00 � 2.28 0.00 2.28 0.00 2.28 0.00 2.28 0.00 2.28 0.04 2.28 0.10 2.28 2.28 0.26 2.28 0.38 2.28 0.51 2.28 0.67 4.51 0.85 4.5] 1.87 4.51 2.57 4.51 3.42 4.51 3.42 4.51 FC ENC r2 2.00 ft fy = 40.00 ksi rt 0.50 ft f 2.50 ksi PC= 7.50 , Point of Curvature= (D -r2) Pl = 7.85 , Point of Intercept= D- 1-2 (0.293) Death Load Factor (LF) = 1.7 Lateral Force (P) = 63 EFP Short Term (ST) = 1.00 Axial DL (stem) = 0.00 kip MT = yD3/6 (factored) Mu=MT - MR MR= Marm DLSTEM (DM„ = 0.9 Asfy [d; -(a/2)] /12 q)Vn = 0.85( 24 f, bd + OVs) - V2V; ok ref ACI 318-05 10.5.3 for AS > 1.3(AS Req) - ok AS Req = 1.8bd Jfc/fy Page H.12.4 Extended Stemwall 8' Max H Notes MT : absolute value of MT shown. = 0.9 a = A,fy (0.85f�b) H WATER FG �H SOIL D MT MMAx EDL Mann MR M „ (DM„ d; a C AS REQ UP" - As Stem R ft.kip ft.kip kip ft ft.kip ft.kip ft.kip in in in x1.33 in Check 0 - 0.50 - 0.75 - 1.00 - 1.25 - 1.50 - 1.75 - 2.00 - 2.25 - 2.50 - 2.75 - 3.00 3.25 - 3.50 3.75 4.00 - 5.00 5.50 - 6.00 6.50 - 0.0 0.00 0.01 0.02 1 0.03 0.06 0.10 0.14 0.20 0.28 0.37 0.48 0.61 0.77 0.94 1.14 2.23 2.97 1 3.86 3.86 0.00 0.06 0.09 0.13 0.16 0.19 0.22 0.25 0.28 0.31 0.34 0.38 0.41 0.44 0.47 0.50 0.63 0.69 0.75 0.75 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.580.17 0.58 0.58 0.58 0.58 0:58 0.58 0.58 0.58 0.58 0.0 0.04 0.05 0.07 0.09 0.11 0.13 0.15 O.16 0.18 0.22 0.24 0.25 0.27 0.29 0.36 0.40 0.44 0.44 0.00 0.0 0.00 2.28 0.00 2.28 0.00 � 2.28 0.00 2.28 0.00 2.28 0.00 2.28 0.00 2.28 0.04 2.28 0.10 2.28 2.28 0.26 2.28 0.38 2.28 0.51 2.28 0.67 4.51 0.85 4.5] 1.87 4.51 2.57 4.51 3.42 4.51 3.42 4.51 - - - - - - - - - - - - - - 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 . 700 7.00 7.00 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.15 0.15 0.15 0.15 0.15^ 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.02 0.02 0.03 0.04 0.05 0.12 0.17 0.22 0.22 0.22 0.22 0.22 _0.22 0.22 0.22 0.22 na 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11: 0.11 0.11 0.11. 0.11 0.11 0.11 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok ok 7.00 3.86 0.75 0.58 0.44 3.42 4.51 7.25 - 3.86 0.75 0.58 0.44 3.42 4.51 7.50 - 3.86 0.75 0.58 0.44 3.42 4.51 7.68 3.86 0.75 0.58 0.44 3.424.51 _ 7.85 3.86 0.75 0.58 0.44 3.42 4.51 7.90 3.86 0.75 0.58 0.44 3.42 4.51 7.95 - 3.86 0.75 0.58 0.44 3.42 4.51 8.00 3.86 0.75 O.SS 0.44 " 3.42 4.51 Note: Stemwall is double curtain, exterior curtain disregarded for this analysis. Paul Reilly, PE Engineering Services Page T.1 aka Advanced Pool Engineering Trench Wall Model Description 2.75' Free standing wall General InfOrnlation 0.00 ft-# Total Moment 56.72 ft-# Code Ref: 1997 UBC 1806.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 Allow Passive 250.00 pcf Applied Loads... Max Passive 1,000.00 Psf Point Load 0.00 lbs Load duration factor 1.330 distance from base 0.000 ft Pole is Rectangular 162.97 psf Width 7.000 in Distributed Load 15.00 #/ft No Surface Restraint distance to top 2.750 ft distance to bottom 0.000 ft Moments @ Surface... Point load 0.00 ft-# Total Moment 56.72 ft-# Distributed load 56.72 Total Lateral 41.25 lbs Without Surface Restraint... Required Depth..., �. 1.500 ft .._ Press @ 1/3 Embed... Actual 161.16 psf Allowable 162.97 psf Paul Reilly, PE Engineering Services aka Advanced Pool Engineering Trench Wall Model Description 3.5' Free standing wall General Information Allow Passive Max Passive Load duration factor Pole is Rectangular Width No Surface Restraint Moments @ Surface... Point load Distributed load Without Surface Restraint... Required Depth .. , Press @ 1/3 Embed... Actual Allowable Page T.2 0.00 ft-# 91.88 • 1.750 ft 187.41 psf 188.21 psf Total Moment Total Lateral 91.88 ft-# 52.50 lbs Code Ref: 1997 UBC 1806.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 250.00 pcf Applied Loads... 1,000.00 Psf Point Load 0.00 lbs 1.333 distance from base 0.000 ft 7.000 in Distributed Load 15.00 #/ft distance to top 3.500 ft distance to bottom 0.000 ft 0.00 ft-# 91.88 • 1.750 ft 187.41 psf 188.21 psf Total Moment Total Lateral 91.88 ft-# 52.50 lbs Paul Reilly, PE Engineering Services aka Advanced Pool Engineering Trench Wall Model Description 4.5' Free standing wall General Information Allow Passive Max Passive Load duration factor Pole is Rectangular Width No Surface Restraint Moments @ Surface... Page T.3 Point load Code Ref: 1997 UBC 1806.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 250.00 pcf Applied Loads... Without Surface Restraint... 1,000.00 Psf Point Load 0.00 lbs 1.333 distance from base 0.000 ft 7.000 in Distributed Load 15.00 #/ft distance to top 4.500 ft distance to bottom 0.000 ft Point load 0.00 ft-# Total Moment 151.88 ft-# Distributed load 151.88 Total Lateral 67.50 lbs Without Surface Restraint... Required Depth 2.000 ft _ Press @ 1/3 Embed... Actual 218.67 psf Allowable 218.94 psf Paul Reilly, PE Engineering Services Page TA aka Advanced Pool Engineering Trench Wall Model Description 6.5' Free standing wall General Information Allow Passive Max Passive Load duration factor Pole is Rectangular Width No Surface Restraint Moments @ Surface... Point load Distributed load Without Surface Restraint... ,Required Depth Press @ 1/3 Embed... Actual Allowable 2.500—ft- 269.11 .500=-ft--269.11 psf 270.24 psf Code Ref: 1997 UBC 1806.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 250.00 pcf Applied Loads... 1,000.00 Psf Point Load 0.00 lbs 1.300 distance from base 0.000 ft 7.000 in Distributed Load 15.00 #/ft distance to top 6.500 ft distance to bottom 0.000 ft 0.00 ft-# Total Moment '316.88 ft4t 316.88 Total Lateral 97.50 lbs 2.500—ft- 269.11 .500=-ft--269.11 psf 270.24 psf 1. 'Paul Reilly, PE Engineering Services aka Advanced Pool Engineering 2007 CBC, ACI 318-05, ASCE 7-05 LD. Distending section below PC. apply My = MT /ST - MR Load Case: U = 1.213+1.611 MR= Marm DLsTEM OM,, = 0.9 A,fy [di -(a/2)] /i2 Strength Design A, Req = 1.8bd 4fLIfy a= A,fy /(0.85 f gib) for A, > 1.3(A, Req) -+ ok .0 = 0.75 p b = 0.0232 7 cont = 150 pcf D 16.00 ft 7 soii = 120 pcf t 1 9.00 in Stem As ft ft.kip _ ._ .... .. _ t2 9.00 in #3 = 0.11 int t3 9.00 in #4 = 0.20 int b 12.00 in Check 0 1 00 rI tNfER. 9.25 ft fy.= 40.00 ksi r2 ExTER. 10.00 ft f 2.50 ksi PC = 6.75' , Point of Curvature= (D -r2) PI = 13.82' , Point of Intercept Load Factor (LF) = 1.6 Lateral Force (P) = 100 EFP Short Term (ST) = 1.25 Page H.12.2 16' Max H Axial DL (stem)= 0.00 kip (no Bldg or other significant axial DL] Mr = YD'/6 (factored) MD = LD MF LD. Distending section below PC. apply My = MT /ST - MR linear M reduction factor, PC thru PI MR= Marm DLsTEM OM,, = 0.9 A,fy [di -(a/2)] /i2 0 = 0.9 A, Req = 1.8bd 4fLIfy a= A,fy /(0.85 f gib) for A, > 1.3(A, Req) -+ ok .0 = 0.75 p b = 0.0232 ref ACI 318-05 10.5.3 EDL OW = 0.85( 2-4 rG bd f OVs) - iW; ok Lc Fui Spec D MT LD Mo M. Area EDL Marin I MR M M. di a As .0 As Stem ft ft.kip _ ._ .... .. _ ft.kip- ft.kip ftz kip -- -- ft ft.kip _ __ �f_ ft.kip ft.kip in in x 1.33 in Check 0 1 00 1.00 0.00 1 0.00 0. 0 0 0.00 0.30 0.0 1 _ _ __ . 10.00 1 0.0 - 5.65 ! 0.49 i� I 0.20 1 0,21 a ) 1 2.00.; 0.21 1.00 ` 0.21 r 0.21 { 1.50 0.23 0.30 0.07 1 1 0.10 1 5.03 - ! 5.65 0.49 ! -- ; 0.20 `t 0.31 etc 3 00 fi.72 i 1.00 i 0.72 1 0.72 t 2.25 1 0.34 - 0.30 0. i 0 ' - _- - i 0.47 1 5.03 f 5.65 0.49 . .. 0,20 4-1, O S 1.7% i L_,�10 1 i_ i. y i.t L 1 .T 00 i G-45 030 E 0.14 ; 1.23 1-5.03 5.65 0.49 1 0.20 0,31 0.31 o 5 0 01 3.33 1 W ; 333 3.33 f- 3.75 ; 3.56 ! 0.30 0.17 i , 2.50 , 5.03 i - 5.65 1 0.491 i 0-- 0.31 nx ; PC 6.71 u._C ' i 1.L[f i 8.215• 8.2-V0 1 5.06 0.116 .1.38_ 0.28 .. 6..'_6 6'" i}_lEl 3 G- 62 vk T S n n nn n t.♦ o•t - i 7.47 60 1 _ 05 it `i7 - _f0 _ 1 0.2u 0.62 ok . 1 17 02U 1J. J,l OK 1 - 3 21-11K,041 :1?:n 1 +E) x12_-.1 in i v 59 r 4- i.. 969 L T6 _. 1029 onci 0T6 x 3 It. -r9[n : [n I 1 n +6C, n23 ! -q, ! : -7t' - t- ' 7fi Raz I Zd Ad 1 �l 27 f 7 fft 12 27 Q �t7 i t [•f 1 �? k E. [t i zT I GG ! Y .4- i[ nn [ �.�� . 1.9L�.L - �. J i 1.46 tF [j j ti U.`iJ t 11 4 JiC 1 i 1 19 40.4, I 0.28 - 11.12 1'F 2 c i O n 1 zc t !.z 1 '? •z1J u nc t -r7 ! _ cc ! 1 i n 1 n 1 1 I1 12 t19 1 47, t2 1 OAS 1 8.65 13 33 1 9.6-0 ': 1 44 1 j , 41 ! 7;Ftt1 f ,: ., t i- 9!26 { 13.73 f .r .. ev 0.^0 nr, 12.69 54.49 i 0.09 ' 5.00 1 13, 12 it) 16 1 52 276 I 5' 7.? T 9 Fn 1 _ r 5 6c n o7 ; 0_-10 Jn i r, 1 13.29 1 e?.60 , 0.00 1 O.00 13 33 10: i 3 ` l .r',1 25,, i 4 1 i ! 6 5 t o h:1 - [i s i i `7 il.�3L 1 0.0 t 13.J 3.33 i 11.3-0 1 1.69 t 3.02 i 5.12 _ I 5.34 t), f;l) k i3. fl.:; rJ.iri 13.3+i iI--R71 1.711 i Ido -o 6.16 { t 3 ' _ [ .l - -- _-e U. fli 0.n, 0 t 0 13.3, 3 i iJ i.0 rr i 1 9ii 7.27 i 3.3Y 3_[�f3 1 _`. �e n.'i: t tl �:i i [ 5 t rJ L J) v .YU 1 13 of . 3. W- ; 1.95 1 Q 4.J4 17.46 1 2.20 , 9.60--, 65 O.Y7 i 0.2'1 i - 1= 4.-i 4.7N 9.;� ( 0.93 ( 9.60 . - 5.65 X0.97. F 0.20 1 0.62 1 nk • 13 71 U.[rJ 11.1111 U-. U- "t3_J.� IS Y!' -- _.1(1 .St,i {11.741 0.00 9.60 - i , 5.65 0.97 j ' -0.-0 1 0.62 ! ok 1 `[[ i 1.eS"ti = (t.titi �.Vt) - _. 5 65 0.97 0-1 0.62 i rk 15 to [ n !�: tv rus t x 7c i c c , r, 7L 0.00 r 6U - t -----t•• J o3 U.v7 i t ii_2u i - 3 V -W- i ok ppnn i OrV F -INF t[ [, S~1, C, L a0. 33 -f AOl) �- 1T j _%j .. 1-': i tF 1 6 i ' 0r1 -[�.. " 1' - Y. v r - .Oci L} c `7 _• - M 1 -_ . ...�. � rt n 1.7-7 0.20 _ 0.6�2 1L 1i cS i1 TnTV.VnMn/ .VNofV i1 nll.r. Jfn..t :I�.,. -s �rte[fl Yf _�- :• 11- -f 9.60 • - .tll- lA-00 i r 020 0.6 1� uSik - J 5J If. ,.J i(1+9' _ti Yi,tt'- - --i: _11 fF'Sn tt r.: x 7" Hnnr_ M: 11.7A. 1 ;,15 7.57 8.2n 21.s VI vVl j !Vz r. 7" FInnr, A•4t _ : ,•?f i7 on 7 v1; it -m _'tr.7u rp.nn - n••,, I - 1 _ -.._. ___ _ ._ 45 _2" QC- "ivaicac t TWt�itertt:tte €3ars �c�gairets i OC lftr.2imh ra>rinc i Paul Reilly, PE Engineering Services aka Advanced Pool Engineering 2007 CBC, ACI 318-05, ASCE 7-05 Load Case: U = 1.2D+ 1.61-1 Strength Design Y cone = 150 pcf D 14.00 ft Y mil = 120 pcf t 9.00 in As t a 9.00 in #3 = 0.11 int t 9.00 in #4 = 0.20 int b 12.00 in OM. = 0.9 A:fr [d; -(a/2)] /12 rt iNTER. 725 ft � = 40.00 ksi r2 ©creR. 8.00 ft 17, = 2.50 ksi PC PI END, cd e 0 PC = 6.75' , Point of Curvature = (13-r2) PI = 1240' , Point of Intercept DeDth Page H.12.1 Load Factor (LF) = 1.6 14' Max H Lateral Force (P) = 100 EFP LD Mo 111 Short Term (ST) = 1.00 MR Axial DL (stem) = 0.00 kip [no Bldg or other significant axial DL] Mr = YD3/6 (factored) a MD = LD MT LD: Distending section below PC. apply M. = MT/ST - MR linear M induction factor, PC thru PI MR = Marm DLS ft` kip ft OM. = 0.9 A:fr [d; -(a/2)] /12 4) = 0.9 k Req = I.8bdJf,(fy a = Asf,/(0.85 fib) for A, > 1.3(As. Ret) --+ ok p = 0.75 p b = 0.0232 ref ACI 318-05 10-53 0 0.0 IbVn = 0.85( 24 P, bd + mVs) - %V; ok D MT LD Mo 111 . ARa EDL Marin MR M o m d. a �pCt: As RM As Stem ft fLkip fLkip $.kip ft` kip ft fLkip fl.kip ft.kip in in x 133 int Check 0 0.0 1.00 0.00 0.00 0.00 0.00 0.30 0.0' 0.00 0.0 - 5.65 0.49 020 031 1 ok 2.00 0.21 1-00 021 0.21 1.50 0.23 0.30 0.07 0.15 5-03 0.49 0.49_ __ 020 0.31 ok 0.20 0.31 ok 3.00 0.72 1.00 0.72 0.72 225 034 0.30 0.10- 0:62 _-_-.5.65 _5.03 - 5.65 4.00 1.71 1.00 1.71 1.71 3.00 0.45 030 .0.14 1.57 5.03 - 5.65 0.49 0.20 0.31 ok 5.00 3.33 1.00 3.33 3.33 3.75 0.56 030 0.17 3.16 5.03 - 5.65 0.49 0.20_ 0.31 ok 6.75 8.20 1.00 820 8.20 5.06 0.76 0.38 0.28 7.92 9.60_ I 5.65 0.97 0.20 0.62 ok 7.36 10.64 0.89 9.49 9.49 5.51 0.83 0.47 0.39 - 9.10 9.60 -_ 5.65 0.97 _ _ 0.62 ok 0.20 7.97 13.52 0.78 10.59 10.59_ 0.68 1139 11.39 5.96 0.89 0.57 0.51 10.08 10.75 13.73 - 13.73 5.65 5.65 146 1-1.46 _ 0.20 0.93 0.93 ok 8.5_9 16.88 6.41 0.96 0.67 _0.57111.761 11.76 0.46 11.54 11.76 037 10.7711-1-3-6 10.64 0.78 0.94 1.30 1.69 2.11 10.98 10.82 -- _ . 10.46 10.07 9.65 = 13.73 _ _5.65 13.73 5.65 13.73 - 5.65 • 13.731 _ 5.65 13.73 I - 5.65 _0.20 1.46 0.20 1.46 0.20 � Lob � � 0.20 1.46 0.20 1.46 0.20 ok ok ok ok ok~ ! 9.20 120.75 9.81-- 225, j 8 i 10.33 j 29:38 6.85 1.03 0.76 7.30 1.10_ _ 0.86 7.75_! . 1.16_ 1.12 8.20 113 1.37 8.65 t 30 j 1.63 0.93 0.93 0.93 0.93 0.93 10.85 X34.021 028 9.36 #t.76 11.36: 39.13 I 0.18 7.18 1 ! ok t 1 88 144.73 0.09i 4.10 , t 37 1.88 257 9.19 9.60 15.60.9 12 40 50.84 O.GOT-O.GG 1lJ69 12.72 [ 0.00 ; 0.00 0.00 11.76 _,. -• - 55 l 43 2.1 d _.. _. t ._ 14 Io.00 L50 z.49 .0 3,07 X3.74 -- -- �o I_ 8.,., 8.02_5.65 _..A_� - g __60 565 10 - - 7 0.20 -- ; - 97 , 0.10 _ 0.47 1 0.20 0.62 0.62 0.62 ok Uk 3.04 0.00 0.00 0.00 11.76 13361 0.00 0.00 0.00 I1.76 13-68 1 0.00 10.00 0.00 11.76 10.45 , 1.57 II 2.85 14.46 t- - f 1090 1.64 i 310 - 7.30 ._ . _ 9.64 I S.GS t ! _. _ _L 9_60_ 565 0 97 { -._ _ I 0.20 0.971 020 0.62 0:62 ok 1 ok wok ; 5.24 6.53 1400,1 0.00 i --- 0.00 O.OD 111.76 11 35 1 70 356 11 801 1.77 t 6.05 -- 5.71 '• 9.60 - 5 65 1_ _^I . ' 0.97 �.._ 1 0.20 7 0.6_ ok _ t4 00 1 0.00 0.00 10.00 I L761 3.9t t2 t2 1.82 ' 4,19 ` 6.92 7.6 [ 4.84 4.15 ! 9:60 5.65 9.60 i i 0.97 0.20 f uk ' 14.00j. 0 00 f 0.00 r 0 60 11.76 _. ___ _.��__ t4 (10 ; 0-00 j 0.00 1 0.00 111.76 r.. 12.44 1.87 EE 4 46 I t 12.76 t 1.91 4 74 8.33. 9 08 9. .3.43 1 1 1 2_69 19 - 5 65 ___ 9.60 � - 5.65 60 I -__ - 5.65 0 97 0.20 L__ . _ - 0.97 ! 020 0.97 0.62 062 ok __ t 14.00 ° O.UO ; 0.00 ; 0.0 11:76] 13.08 i 1.5.02 C - 9 60 5.65 + 0.20 0.97 - I 0.62 ok 9.85 ! 1.91 f 14001 0 GO ( 0.00 ' 0.00 111.761 13 40 { 2.0 t 1 5.30 1 10.64 �i 1-2['-'"- _.. 9 60� - 15 65 ► t) I --- 0.2� 0.97 � 0.20 G 62 ► oh ` 14.00 k 0-00 L 0-00 0.00 1 11,761 34.G0 13 72 L_2 06 5 57 11.47 ._� _ 0 9 9 60 1 (5 b5 ( 0.97 '- 1 0 2 F ,!; ; G.00 j 0:00 0.00 i t.rb 7" Floor, M, 14.04 Z1I j 5 $� 112.321 _._.T [ 0 00 1 - 9 60 ` - 1 5.65 1 0.91 I 0.20 i 0.6� - �, - 11.76 T' Floor,. M• _ 11.76 14.79 2?2 6.$� 2 t 5.54 33 7.$5 15.20 18 30 0.00 ; 0.00 i 5A3 - 5.65 ' 5.03 1 G.49 .. -._l _ . � a 1 0.20 ok j 0' 0.:1 - 5.65 10.49 0.20 0.31 ok #5 12" OCT ical +Two Alternate Bars R uired Page G.1 Grotto Lid with Cantilever mew se000z--..-.--._------•-----._..-....-_...---..-..._.- ..-. -.-....-._.-.._, I..- Multi -Span Concrete Beam Description Grotto - Shotcrete Lid eneral InfOrmatlOn code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 fc FY 40,000.0 psi 2,500.0 psi NFPA 5000 All Spans Considered as Individual Beams ACI Dead Load Factor 1.40 �Concrete Member Information Stirrup Fy 0.0 Psi- - -...ACI Live Load Factor - 1.70 - Description !rotto Interior Span Cantilever Span Span ftj 7.50 2.00 Beam Width in! 12.00 12.00 Beam Depth in! 9.00 9.00 End Fixity Pin -Pin Fix -Free Reinforcing Center Area' 0.401n2 0.40in2 Bar Depth; 6.00in 4.001n Left Area' Barpepthl 0.40in2 6.00in 0.40in2 4.00in Right Area: Bar Depth;_ 0.40in2 6.00in 0.40in2 - Loads 4.00in Using Live Load This Span ?? Yes Yes Dead Load Live Load k/ft 0.225 0.225 Note: DL may vary from 9,, to 18" of formed shotcrete. Max DL kift� 0.040 0.040 for 18" thickness used + 40 psf LL Results Beam OK Beam OK - - - - -- Mmax @ Cntr k -ft! 2.69 0.00 @ x ' fti 3.75 0.00 Mn • Phi k -ft 6.80 4.40 Max @ Left End k -ft i 0.00 -0.77 Mn ' Phi k -ft � 3.20 5.60 Max @ Right End k -ft! 0.00 0.00 Mn " Phi k-ft� 3.20 5.60 Bending OK Bending OK Shear.@ Left kl 1.44 0.77 Shear @Right kl 1.44 0.00 n_-_.-.-._- Reactions Deflect 8� ions - ----- DL @ Left LL @ Left k k� 0.84 0.45 0.15 - Total @Left -� 0.08 •--p- load to integral beam DL @ Right k kj 0.99 0.84 0.53 1.29 KLF LL @ Right k 0.15 0.00 0.00 0.23 KLF Total @ Right kI 0.99 0.00 Max. Deflection in; -0.009 0.000 @ x = Inertia : Effective ft; 3.75 1.00 Perimeter Load - 1500 PSF -.. _ in4; 729.00 729.00 Shear Stirrups Sunup Rebar Area Spacing @Left int, 0.000 0.000 Spacing @ .2"L Spacing in; in! Not Req'd Not Req'd Not Req'd Not Req'd Note: step access to top of grotto or adjacent trough/slide @ .4"L Spacing @ Inj in! Not Req'd Not Req'd may be incorporated at grade or as noted on plan. This .6"L Spacing @ .8"L inj Not Req'd Not Req'd Not Req'd Not Req'd feature may be detached from grotto (at grade) and is not Spacing @ Right ini Not Req'd Not Req'd considered to introduce any adverse loads to the grotto. Results Mmax @ Cntr @X= Mn' Phi Max @ Left End Mn' Phi Max @ Right End Mn • Phi Shear @ Left Shear@ Right Beam OK - ` - i- Page G.2 fti Grotto k -ft 14.69 k-fti Multi -Span Concrete Beam Description Grotto - Shot=rete Cover - Integral Beam at Cantilever 3.26 k-fti General Information k -ft 3.26 Code Ref: ACI 318-02,1997 UBC 2003 IBC 2003 NFPA 50 1 Fy 40,000.0 psi fc All Spans Considered as Individual Beams ACI Dead Load Factor 1.40 2,500.0 psi Concrete Member Information Stirrup Fy 0.0 Psi ACI Live Load Factor 1.70 - -- -- - ----- - - - ---, Description 008 Grotto Beam Span fti 7.00 base area of grotto. At the pool bond beam, Beam Width ini 12.00 Beam Depth in 9.00 3.50 End Fixity I Pin -Pin Inertia : Effective - Reinforcing Center Areal O.80in2 Bar Depth] 6.75in width (4' each side) is approximatei 1300 I Left Areal 0.62in2 Bar Depth; 6.75in Right Area 0.621n2 Bar Depth 6.75in Loads-._...-...- ....-_. _-._...-.._.- Using Live Load Thts Span 77! Yes Dead Load k/ft1.290 1 - Live Load k/ftl 0.230 - Results Mmax @ Cntr @X= Mn' Phi Max @ Left End Mn' Phi Max @ Right End Mn • Phi Shear @ Left Shear@ Right Reactions & Deflections DL @ Left Beam OK - ` - k -ft! 13.46 fti 3.50 k -ft 14.69 k-fti 0.00 k -ft 3.26 k-fti 0.00 k -ft 3.26 k k Bending OK ki 7.69 k i 7.69 Reactions & Deflections DL @ Left k: 4.51 LL @ Left Total @ Left k' k 0.80 5.32 Load model is conservative. Integral shotcrete DL @ Right k 4.51 bench & floor are assumed sufficiently rigid to LL @ Right Total @ Right k k 0.80 distribute most loads from wall elements to entire Max. Deflection in 5.32 -0.098 base area of grotto. At the pool bond beam, @ X = 3.50 stemwall distribution of point load for max grotto Inertia : Effective - ina 292.87 width (4' each side) is approximatei 1300 I Shear Stirrups Stirrup Rebar Area Spacing @ Left Spacing @ .2•L Spacing @.4'L Spacing @ .6•L Spacing @ .8% Spacing @ Right --._-..-_._.--....- Y pf. IN Not Req'd in' Not Req'd Ini Not Req'd in Not Req'd ini Not Req'd inI Not Req'd ,.. Na tura%Design Swimming f `�o%s Calculation5 CLIENT- frestella 11/%ain Poolsurface.- 20'L x 12 Qwx 0.84- (freeform) Entry Beach :- 12'x 10'4.9-f (freeform) . DA TC- S/,z/o9 202Ft2. / 01 Ft2. TOTAL SURI=ACE AREA OFPOOL = 303 Ft 2. Main pool volume = 202 ft2. X(average depth f ' ) = +/ 1,010FO. Entry Beach = /0/ ft2. X(average depth 2..5 = +/ 2,52 Ft3. 1,262 ft3• X 7 g8 TOTAL VOLUME = 9JS0O GALLONS - TIL TRA TION -,A4in. required turnover= 9,,500 Gallons -.- B Hours = 2,000 Cj/P/1-I Iter = C G% 320 cartridge Capacity = J,20000 G/P/j% Pump # / = lntell flow 4f x / 6o Van"able speed energy rated. OTHER EOUIfUENT- Automatic water level Aqua Doc. Magnetic ,5anitizer Letro Legend 1 1 automatic pool cleaner: lntelliclor salt to chlonnegenerator. ,5witch hardwired for l�hting& waterfalls. SOOw. underwater l�htIn pool surface skimmer 1-800-8+2-5296 i-530-825-5 64 �ax.530-823-�97+ www.naturaIJesignswimmingkoles.com naturalJcsign20000hotma il.com OUTTF -s•. -. . cOUNt� Butte County Department of 1136velopment Services/ Buitiding, Division 7 County Center Drive, Oroville CA 95965 • (530) 538-7541 Telephone • (530) 538-2140 Fax www.buttecounty.net/dds www.butteg6neralplan.net Swimming Pool Requirements Drowning Prevention Safety Features Based upon California Health and Safety Code Section 115920-115929, known as the Swimming Pool Safety Act The County of Butte requires either listed, approved safety pool cover* meeting ASTM Standard F1346-91, OR a complying enclosure* which isolates the pool from the dwelling and remaining yard, OR a complying enclosure* which surrounds the perimeter of the pool and dwelling, with door alarms and self-closing, self -latching devices on all doors leading into the enclosure. *Enclosures • Minimum height of 60 inches. • Access gates shall open away from pool and have self-closing, self -latching device no lower than 60 inches above the ground. • Maximum vertical clearance of 2 inches from the ground to the bottom of enclosure. • No openings greater than %z inch within 18 inches of the release mechanism when closed. • Gaps or voids shall not allow the passage of a 4 inch sphere. • Outside surface shall be free of cavities or protrusions that would serve as a foothold or handhold that could enable a child of less than 5 years of age to climb over. • Maximum mesh size for chain link shall be a 2.25 inch square unless the fence is provided with slats fastened at the top or bottom which reduce the openings to no more than 1.75 inches. *Pool Cover • Shall be correctly installed per the manufacturer's instructions to prevent the access of children under five years of age to the water. • Shall be properly constructed to meet ASTM specifications and be labeled accordingly. • All ties, anchors or attachment points and controls for automatic covers must be installed in a way to prevent operating or uncovering the poll by children less than five years of age. • The pool cover shall possess a listing that insures the original design or performance of the cover meets.or exceeds testing as prescribed by ASTM Standard F1346-91, Section 9 Test Methods for Safety Covers. s•• • - • • • - - . _ G_ ���CC��iiC���ii�,��_iiii ilii = _ � i��� •iii ���i���ii �rii��=/iii .�rIII l�lllHIM nI • *Isolation fenc I I I I UY Gates y�y self-closing, *Perimeter fenc self -latching * At a minimum, one of these shall be provided. _ 11cT' 0 (Revised 4/08) V t i Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 5387785 Facsimile SWIMMING POOLS AND EQUIPOTENTIAL BONDING BASED UPON 2007 CEC SECTION 680.26 What is Equipotential Bonding for swimming pools? Establishing an electrically safe environment in and around permanently installed swimming pools requires the creation of an equipotential grid. The sole purpose of an equipotential grid is to create an area where there is no significant difference in voltage between objects that can be touched simultaneously. Examples of objects that can be touched simultaneously include the concrete decking, ladders, handrails, light fixtures, drains, and the pool water. An equipotential grid is created by intentionally connecting all these objects together electrically, otherwise known as bonding them together. What parts of a swimming pool require bonding? Section 680.26 of the 2007 California Electrical Code (CEC) requires bonding of all the metal structures, parts and fittings that are within 5 feet horizontally of the pool wall, and 12 feet vertically above the maximum water level of the pool. The following parts require bonding: • Concrete reinforcing steel and all metallic structural components of the pool shell, coping stones and deck_ • Metal conduits, metal door frames and metal window frames within 5 feet of the inside pool wall. • Metal forming shells and mounting brackets of lighting fixtures. • Metal fittings and all metallic parts for handrails, ladders, metal drains and diving boards. • Metal casings of electrical equipment, all metal parts of any electrical equipment associated with the pool, including pumps and recirculating equipment, heaters, blowers and automatic covers. Equipotentfal Bonding Grid Bonding just the metal parts around the pool to each other may not provide a complete equipotential plane. For this reason, Section 680.26 (C) of the 2007 CEC requires connecting the metal parts to a common bonding grid that covers the entire contour of the pool. Additionally, the equipotential grid is required to extend horizontally under the deck for not less than 3 feet. The following pool shells are permitted to be used as an equipotential bonding grid by the 2007 CEC: • Structural reinforcing steel • A pool with bolted or welded walls • Field fabricated grid constructed with a minimum #8 AWG bare solid copper conductors for a concrete pool or deck with no reinforcing metal. In accordance with the exception in Section 680.26 (C), the equipotential bonding grid covering the entire contour of the pool is not required for vinyl lined, polymer wall, fiberglass composite or other pools constructed of non-conductive materials. klw:draft:28May08 � ak ta �7�} �/- 2 - m±§iai& E u ak ro �1 e s 072-210-032 06-1248 ±PRESTELLA 96 VIEWCREST, OROVILLE Cont: BETTER BUILDERS NEW SINGLE FAMILY APN: Permit No. Owner. Site Address: Contractor. Type of Permit: ?LRnl S ay S! TE- / b ovE 061 Sire ,tW04US LVHOr OFFICE COPY t Address GAS '� I Meter By Dat) �' , ©1 /of � - t ELECTRIC2 JO"� Meter By D�tq Z_. f OPY - 1 Address + I GAS - ` ate Meter By Date- ELECTRIC ELECTRIC. '7 Q�%%�' Meter By yDX ' V SPECIAL CONDITIONS C�Tt CHECKED BY SRA Q FLOOD CERTIFICATE EQUIRED Q FIRE SPRINKLERS REQUIRED Q SPECIAL INSPECTION ITEMS Q VERIFY _ Q USE PERMIT CONDITIONS 1 DS ANDARD HOUSING LETTER NCROACHMENT PERMIT Q REINSPECTION FEE PAID Q ENV HLTH CLEARANCE ,.L a +-2- :x_DAK- DATE TE JOB FINALED I3 _ SIGNATURE: 1 � COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES F 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE :)r&_T-- c ) Ig 0�,- I Z4Al, OWNER PERMIT NO. ii A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explan�nplease' contact the Building Inspector as indicated below. . V C,r a ✓�. o ft, r r, G Date v T Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Q 2_4� OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the a ove address and should be corrected. Please call for re -inspection when correction of wor is completed. If you have any questions pertaining to this matter, or need additional ex anation, please contact the Building Inspector as indicated below. t//�✓GI ,J,.�,� �c LAI(,Date o ' 'Inspector " L REV 4/05 Phone # ? FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the alYW6'address and should be corrected. Please call for re -inspection when correction of r work is completed. If you have any questions pertaining to this matter, or need additional explanation,, please contact the Building Inspector as indicated below. Date ` �} �(� Inspector / `/ � l� h< 1,9 REV 4/05 Phone # 57 (7 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 a COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES `- 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE (19 V.• OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please cperra-ct the Building Inspector as indicated below. '41_V1eG" 7 94�ar /41 /O �lliG Date / q 0� Inspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 Aug uu ur uo:uoa Hitreao uiaz. Loerke Insulation Co., Inc. Wu ov'1i tsoou P. -I Insulation Certificate g6 I/ I - Number and Street City County Subdivision Lot Number Description of Installation ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) CEILING Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) j� �� Thermal Resistance (R -Value) Loose Fill Type Fiberglass Brand Name Johns Manville Contractor's minimum installed weight/ftz Ib Minimum thickness 15, ?5- inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value) 9.3 EXTERIOR WALL Material Fiberglass Batts Brand Name Johns Manville Thickness (inches) - '� Thermal Resistance (R -Value) _ RAISED FLOOR Material Fiber lass Batts Brand Name Johns Manville Thickness (inches) Thermal Resistance (R -Value) SLAB FLOOR/PERIMETER Material Brand Name Thickness (inches) Thermal Resistance (R -Value) Width (inches) FOUNDATION WALL Material Thickness (inches) Brand Name Thermal Resistance (R -Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. CL #499150 Item #'s Item #'s Item #'s Aft'cM l Loerke Insulation Co. Inc Signature, Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Signature, Date Signature, Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner +=OK 0 = Not OK MANUFACTURED HOMES MISCELLANEOUS-. L DATE I Lj PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Nedded-Regulator 5 Elec Loctn-Clrncs-Gmd 'Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap at ❑ or LP E] Inch Sz .—. Ft Lngth 7 Blckng; SzSpacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clmcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers ID E C K S -C O V E R S•C A R P O R T S -G A R A G E S 1 Zoning -Setbacks -Easements 2 Figs; SoilsSz-0pthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-CnnctrsShthg• Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 6 Carports; Wndws-Doors 7 Electric . 8 Frmg; Sills-AnchrsStuds-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnis yo ya DATE JPOOL.S 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 EIec.Encisrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcitng Egp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Boxes-Enclsrs-pnlboards-lnsultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche „ 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide X41 r Pool Drawing F +=OK ,i 0 = Not RFLOOR.': L (Single & Duple .i�Ft ain; Soils-Elec Grnd Ftg DRth tg Garage; Soils-Steel-Elec Grnd Ftg Dpth 4 Ftg Parches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts Wrapped 6 Stemwalis Garage; Steel-Blockouts Wrapped 6a Ho wns and Special Anchrs lab, Steel Wrapped 8� P�leur -Frpic FtgSteel V..ti'owv� Fall -Fitting -Test -2 -way CIO -Sewer Test k 10 UF, Gas Pipe; Sz Anchrs-Sz Test 111Wtr Pipe; Test-Anchrs-RgRrService Test _y12.Elec Undrgmd ' i13'Plenums & Ducts; Cirnc-MaterialSu pport-Insults 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples r ; -.15 Acc & Vntltn 16 Insulation LO00 DATE, IF PKMING Iff Ws Proper Materials & Anchrs W s Studs -Nailing Spacing & Braces -Plates -Sound earing Walls over Girders & fir Nailing b 20 %DStop In Walls (rat proof)' 2YF Stops,'Furred Ceilings -Stairs -Chasers -Tubs adem & BeamsS &' Bearing rs-Post Caps-Anchrs,Cnnctns Ing Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 'e c Ties or Type A Flue-Frplc Throat Clmc f c Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles r Wndws or Exiting Doors -Sill Ht & Dimensions ge Fire Prtctn Framing -RC Channel a rty Line Firewall .& Opngs Doors -One X -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Flre Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs i t 33 S ng -Nailing Veneer F co Lath -Weep Screed-Fndtn Vnts-Undrfir AccIng Area -Glass PrtctnSkyLts-Plasticr Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnis a 38 Insultn-Walls-Ceilings 39 Infiltration -Walls -W ndws r Qr DATE JEL g4 T R I C A L Trnsfrmr Clrncdns Prtctn 4Rcptcls Spacing-Lts & Switches at Doors 4 �oxes & No Of Cndctrs Stapled Aex Installed Close to Edge of Studs & CJ p Grnd made up w/Mech Fstnrs g Electrode Bond Gas & Wtr Inc Cires in Ktchn & Cndctr Sz GFI ubfeed Wire Sz ya CU or aAL AA Wire Sz ga Q CU or Q AL 49'Range Clrc oa QCU or QAL Ove Circ ya QCU or DAL ` I lated Neutral Q Yes Q No H C^T rvice-Riser Cndctrs & Grnd Main Dscnnct F � Clrncs pnis-Motors-Mech Eqp ., �•r M�thes Closet LtShwr Lt -Spa Lt //Smoke Detector 'i Y � , PL If M B I N G Htr; Vent-Acc-Cmbstn Air Baffle tr pe; Test & Anchr-Nail Prtctn Test Fittings & Anchr. Nail Prtctn 6 Shwr Pan; Test, First fir -Tub Acc 57 T t Tub & Shwr, 2nd flr - Tub Acc a Pipe; Sz & Anchrs ' e Sprinkler; Test and Gas Piping WAIL IMECHAKICAL 61 AC Ducts Insulin & Support " 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air RtrnNent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic o;' Q?s° o� #s'. N & SldeLt Prtctn-Landings woke Detector 611ollm'—ace Vnts-Clmc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn w4mir'oom Exiting 70-efr&B5th Fxtrs & Tub Acc-Spa 7 cFault 7&Etfc Trim & Subpnl, Breaker Szs & Labels 73-etffrr GuardlHandrails 7 c or Stove, Clmc-Hearth U-09VOutlets at Wood Pnl, Int & Ext 76- r6FinFxtr & Appinc; Gmd-Air-Gap-Cooking Cirnc 77^Eie Outlets & Rcptcls at Ktchn Counter 74_Garage Fire Door; Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3' drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drn e & Wood -Earth 86 Clmc Drnge Planters Yes Q No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Cirnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgmd 92 VnUtn thru House 93 Glass Prtctn 94 Cqpfctions from previous Irispctns as Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061248 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 07/21/2006 APN: 072-210-032-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.�f Site Address: 96 VIEWCREST DR ORO License Class: 41,r. O License Number: -52 3a �,5 ( Map Index: ``'' Date:,-9�-e[ Contractor:'13ti . 1�u���c�c nvl+ Description: NSF3091/G=581/COV.P=1194 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 PRESTELLA DON A &CATHY C Business and Professions Code: Any city or county which requires a Owner: permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 96 VIEW CREST DR signed statement that he or she is licensed pursuant to the provisions of . the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95966 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: BETTER BUILDERS CONSTRUCTION INC owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 5263 ROYAL OAKS DRIVE year of completion, the owner -builder will have the burden of OROVILLE, CA 95966 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: BETTER BUILDERS CONSTRUCTION INC pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: owner: 5263 ROYAL OAKS DRIVE OROVILLE; CA 95966 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the License #: 323225 Labor Code, for the performance of the work for which this permit is issued. l� I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: HAWKINS, GARY the work for which this permit is issued. My workers' compensation insurance carrier policy number are: Engineer: land Fu./J Carrier: —11041, Policy #: Total Square Ft: 4866 S.F. ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to Valuation: $233,963.00 become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: O Applicant: WARNING: Failure to secure workers' compensation coverage is and shall subject a( em,000), to criminal penalties and oneli /,, / f �V hundred thousand dollars $100,000 , in addition to the cost of /�/'/unlawful, j� )11S-& , 9 o� l" If ' Amzxo compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. ^ ' Arwi in / -6,3 CONSTRUCTION LENDING AGENCY This permit' ereby issued under the ap le provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolution to do�v rk indicated above or w ch fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) 6 Name: BY /-� Date: (P PERMIT EXPIRES ON:� Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County toenterupon the above mentioned property for inspection purpose Print Name: - JehJ J S'TN/tR. Signature: Date: ❑ Owner Id Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 2�ua ('h �_ 1,5/1C4 <"� "-� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONC OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION. Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" O WNR_ INFORMATION Last Name irst Name City Address Address SG V i.rw .ass (- City6b�1 a Stat./� Zip 93 Phone sz -jAE2-s Fax E-mail . APPLICANT INFORMATION CONTRACTOR Name II'' l� . City Address Zip Sec iZo .1 6Mic, "D.,, City Uao`, Zip State Zi -Phone E-mail 5 c t nn Jd: /�'1�, /3 66 Fax 530 -SRF -292y S o S2 - E-mail Lic. # Class g titw � APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Subdivision Namege NONEPlanner Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X For office die on Zoning j No Occ. Subdivision Namege NONEPlanner AZonA Lot # nn Jd: /�'1�, /3 66 OVER FOR SUBMITTAL REQUIREMENTS K:IFORMSIBUILDING FORMSM3ldgApplSubRgmts.doc Page 1 of 2 PERMIT NO. yo PROJECT LOCATION AP# J 474- As& Q Property Addressj City / 9 ur.V%tr Cross Street WORKER'S COMPENSATION Policy Number &a 7Y. Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance LENDING AGENCY Name Address Description or Scope of Work: Al &J I-IOML. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received bWp Amount: e?s' ldg l q SRA Receipt #: Sheriff SMTP Date: 6//Total � ) Other % / Total REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N INK . ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate . ' . ' . ❑ 7. Metal bldgs: (A) Metal.Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business. license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process; please contact a Permit Assistant at (530) 538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV B-12-05 �' pSTMENT �0TTF0 Department ®f Public Works C o u n t y o f B u t t e o 0 C _ 7 County Center Drive Oroville, CA 95965 \� Cy J. Michael Crump, Director (530) 538-7681 A O U14'( e (FAX) 538-7171 �L►c wp4`� Shawn H. O'Brien, Assistant Director Assessors Parcel Number: 67,7-- 210 `032Building permit # Owners Name: Owners Mailing Address: e // Property Address: ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: ENCROACHMENT PERMIT EXEMPTION: Reason for exemption: Not a County maintained road [] Existing driveway conforms to County S-31 standard [] Other Approved by Printed Name Titley i���2� ►���°� Date %�10 CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT An existing home with a driveway 10 years or older and doesn't cause any problems with the county road or drainage. 2. An existing home with only minor remodeling or repairs. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner PRESTELLA, DON APN No: 072-210-032 Permit Type: 17 1 Subtype: 1-1 App Date: 5/24/2006 Permit No: BP 06-1248 Permit Desc: 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $3,569.83 Plan Check portion of Permit Fee $1,427.93 $2,141.90 Balance of Building Permit Fee 2 FEMAYes Flood Elevation Review $109.98 0 3 SRA* x Yes Fire Plan Check - Non -Refundable $95.00 $95.00_ (State Responsibility Area) Building Inspection $109.98 $109.98 1 - $204.98 NON-REFUNDABLE portion of fees due at application $1,522.93 RECEIPT DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $1,632.91 450682 5/24/06 Tammie checking process. Applicant: Date: Pursuant to Government code Section 66020, you are hereby notified those Items followed by an "*" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(x). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIbA 1< Y Lj� `I '� v 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: T ASSESSOR PARCEL NUMBER ?2- G» ' - 63 Proposed Building Use: /V IS -F- Permit Technician: Date:. Items required in order to apply -for a permit All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. §17 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. P 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and talcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form J - 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit (May require additional plan review upon receipt of thellowing items.) N 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico GL©roville, as applicable 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... 18. Erosion Control Plan Required........................................................................ 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from theG s. of Bigg....... ly.2Z California Department of Forestry plan approval id, Sent--, 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check: ............ AIV 06-131o(, ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... f3- 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction............................................................................. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ❑ 36. Other. ❑ 37. Other. When issued Telephone, ��� t?�tf • and hold for pickup. I have been in of the above items and requirements for obtaining a building permit. Applicant - Date: S - ,2 sr - o t 1. Index permit applic tion fQr the above itemsnumbered: Plan Check Letter 2. Additional items r uired ILqTt ontractor esigner, owner, was advised o he bove data y p one, ❑ mail, ❑ counter, by Date:'Contracto r, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the a dat ❑ phone, ❑ mail, 01 counter y Date: Plans reviewed by ab Date: Plans approved by: y Date: Structural reviewed by-----jDate. Structural approved by: Date: W6�_ Note transfer by: Date: Yellow: Building Division School District A.P. Number Property Owner Property Location Subdivision BUTTE CATY SCHOOLS IMPACT FEE CERTIFICATI N FORM . (One form per Building) Building Department No. Jurisdiction' City ©County NJ Lot No. Residential Development 0 Q Q Q ::Sq. Footage 3n t No of Living Mobile Home Addition/ 'Supplemental to (Group. R) Units Installation Conversion Permit # •(No foundation inspection) ......................................................................................... Commercial/Industrial Department 0 New Addition District Identification No. -I 1 S 7-- Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), Sq. Footage Date (Including Exterior Roofed Areas) ____ �,� .►� l� P ��,� School District certifies that �� p Y\ \ 1r e 5�� �•a- `' y (Applicant) Ok ko V (Street Address) (Phone Number) CV3 j W_ (City) (State) (Zip Code) l3 has complied with the requirements of Resolution No. d S Cj by payment of $ t{ 3 } representing ,,tP'3 p square feet. rB 2926 $ LL MITIGATION $ I School District Date Paid by Check # Remarks: L `E O c�r-tirs� Notice: You may protest the Imposition of the fees Identified above by submkdng a written protest to the District, In compliance with Government Cods Section 66020(a), within 90 days from the date face are paid. Failure to submit a timely written protest wtil prohibit you from challenging the ImposMon of the fee: In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impart Fee CemlMcndon Form, til• School District is notified by the applicable Local Planning Agency that this project Is being reviewed under the CatNornia Environmental Que ty Act (CEPA), this project may be subject to additional school tees to frtliy midgets Its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feefonn xis (305)ftrn Y Plot Plan Attached Floor Plan Attached Sent to BD/DS I r (,TO.: Building Division = Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance nn w �I�eu --V 13 Ownet Location AP# Plan Approved for: Sewage Disposal: Clearance for dwelling. Other _ Final clearance O.K. for: NOTE: Environmental Health Specialist Building Clearance 9/2005 Water Supply: - Public Private Well A (1 I n .7-- n 6� Date OG/2G/2008 14:01 FAX 5308930532 Gary Hawkins Architect 0 004 3045 Ceres Avenue, Suite 135 Chico, CA 95973 (530) $92-2700 GARY HAWKINS Fax (530) 893-0532 ARGiiITEGT garyarch@sb(:global.net June 26, 2006 Butte County Building Division 7 County Center Drive Oroville, Ca. 95965-3397 RE; John Starr Prestella Residence View Crest Oroville, Ca. Plan Check No.06-1248 AP # 072-210-032 The structural engineering includes the bottom chord dead load, If you look at the truss engineering they add another 7# to the total load for the bottom chord dead load which equals 36# total load. I have reviewed the truss engineering from Longfellow Lumber Co. Inc. for the above-mentioned project and found that the submitted information correctly depicts the loading and design requirements. While these documents have been reviewed to verify compliance with structural criteria, It shall be noted that the verification of exact truss dimensions is beyond the scope of our review and shall be the responsibility of others. If you have any questions regarding this item, please do not hesitate to call this office. Si c rel , Hawkins Architect 06/26/2006 14:01 FAX 5308930532 Gary Hawkins Architect Z002 PLAN REVIEW RESPONSE FORM In order to CVrXZte the review of your plans, please complete the following information and return this form wills your re-submiLL11. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. 'there must be a v: response to every item recluesied in our plan correction letter, "Dy others" is not considered a valid response. Ple.'tse indicate y response to each item and the location where the information can be found on the plans/acs. AYTACH THIS FORM TO A COPY OF YOUR PIAN REVIEW LETTER AND RETURN WrTH REVISED AND ORIGINAL PLANS OWNERS NAME DATE: J o IN SrkILV- c, - 2!a • v co ASSESSORS PARCEL NUMBER PERMIT NUMBER DMZ -1,10 - 0* -z RESPONSE FOR PLAN CHECK LETTER DATED: (p• 22.0(0 �,•v ,q _Z� i PLAN CHECK ITEM 0 RWONSF BY: LOCATION ON PLANS/CALCS: D�(�hY1-Y if kr PLAN CHECK ITEM II RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN UN COMMENTS: PLAN CHECK ITEM p IRESPONSE BY: LOCATION ON PLANS/CALCS: I S: 06/26/2006 14:01 FAX 5308930532 Gary Hawkins Architect 1@003 .jun 26 06 10:12a Better Builders Const_ 530 583 2942 P.2 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION " BUILDING " PLANNING Junc 22, 2006, John Starr 5263 royal Oaks Drive Oroville, Ca, 95966 Assessor Parcel Number: 072-210-032 (Prestella Residence) Building permit Number: 06-1248 Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the unclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re- chcck and approval of this project. COMMENTS: 1. Verify the roof live and dead loads with the Architect. Page 3 of the structural calculations shows a total load of 37 PSF and roof truss package is only specifying a live and dead load of 31 PSF. 2. Have, the Crary Hawkins provide a letter stating that he has review roof truss package and that it meets with structural design for the building. if you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Jim Peterson Plans Examiner .r a' r`+..-, `•ifs p�r..+ � - P v¢TMENr °o�VTI/T��\\` Department of Public Works H0 �� C o u my of B u t t e 0 ,, `.sem 0 ;�0 �—� p LAND DEVELOPMENT DIVISION . J. Michael Crump, ; c p '/ Storm Water Management Program Director 7 County Center Drive OV N� Oroville, CA 95965 Av@Lrc woP�S (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge. Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE] Project Description: Project Location and/or Parcel Number: i/r V`2,2 - 2�&)-'(J,-T�_)_, By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: 5 -2 Y - 6L Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Date SITE PLAN REVIEW APPLICATION 0 ( Halo (I AP# 0 7-2 Permit Number (if applicable) APPLICANT INFORMATION Owners Name: Bin Number a Parcel Size: Owners Address: 9 ✓%e4-) Cj-CA/ ora""U'e Telephone No.: Situs Address: 'T� V te4,jCr,_.s-- / o my ((A- 59 6 Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By MJ� Date off/ 13�bfP 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ . Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: jFR — I Q General Plan X R Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use PermiWinor Use Permit Permit Number: Date of Approval: I Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use PermiWinor Use Permit Permit Number: Date of Approval: I Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided:' ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ' ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision ME/Parcel Mat): Map Date of Recording: Lot: Book: 3 Page: Butte Cou,,iW Department ol-DevelopzzIer2t Scl-rnces °QU rE° 7 County Center Drive ° f� Oroville, CA 95965 ° (530) 538-7601 Telephone (530) 538-7785 Facsimile cOUK��I BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledgd: ® I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for'disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are' not limited to, verification the parcel was legally created, adherence to, all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: amu:. APN: 072- 2Io- 0-3.7 Building site address: 96 view K-4- 4j Permit No.: Cit® 249 I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: Coir' -AT A 7Y TD r; 'r -m aAUT TrAMT DATE AND WHEN RECORDED MAIL 1'0: BU1-I'E COUNTRY BUILDING DIVISION 7 COUN'rRY CEN"rER DRIVE OROVILLE, CA 95965 COPY of Document Recorded, 24 -May -2006 2006-0026650 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgement to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or' included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort fi-om the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Ssee attached Exhibit "ONE" Date ( f �`3 PROPERTY OWNERS: Don A. Prestella Cathy C. Prestella State of California ) County of 131 ITT- 6"TaA eD6T-A ) On 1410RJ- L- .1/, -QPr- before me, I;E4ZAQ4 L.. A11V LA T-6,0,-,) personally appeared ZbOn1 A . PZE6T,t_ LLQ A..12, (2A -7 -N -Y L. P9,r--.67-j_� personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) acted, executed the instrument. WITNESS my hand and official seal Signature 1 /,-gyp �i(�J�. �' �Y,, ,r Seal: �-�- --v-- GERALD L. KNUTSON L n �,: .a..: 4 ' Commission # 1468124 California = Up � � L' � to �p~� Notary Public - Contra Cosfa County A.P.# 072-210-032 ' Poly Comm. Expires Feb 3, 2008 96-37913 Order 100.z 1-5757 zaga& 11 1'ae�el:�,'s�'afteeutt' C vat ealub rareel � b4V a pardon of section U. Towns*, 10,47�(Aed4 2tenge 5 Fast. M 11.B_ M, w.Nch map vas food to the office a`• oft 00:4 Rorty of Butto, -Sate of Caufornia� on Yetrruary 20, 1291 1& Be* Or. a -Ta 4ml_ Kq% of -peke 09. 1 fl� C1ErL TWOv An'lltosentent, for road • and pabllo elinty purposes over, a strtp of land 60.00 feint k watdih, In the Northeast quarter of Section 20, Township 19 North, Range 5 Yost, t`.Jkl t ` it 0, Wng -20.00 feet on each side of . the following, 6"Crebod tins > zGUfMG at a point 1n tib North end South centerline of said Section 90, said ,p A tt i of begiambg bears -South-0 20' 410 East, 045.62 feet from the rarth quarter corn, i of said SeztWn 201, thence (vers said paint of beginning, Notth 6% Sam Sim East. 6L99. feet; thence 30arth34144' 370 Bast, 181-60 loot; thence South It 10' 050 East, 359.23 feet( thence, South 360 371-300 fast, 218.74 feetl thence South 70 3214t- East. 19S.0.11' Beet; theme *South ;7° 04154, invest, 749.77 feet; thence South 330 17' 51• West. 162.19 foci; thence South 00 39' 48- Fast, •130.13 feet; thence South 930 04' 240 Easy 2S6.S®• deet to the furuth'lltee of 'the Northeast quarter of said Section 20. j VAjtCEL ?611tEBs - An'easement'ter Broad and public UtMty purpaecs over a strip of lend 60 feet In width, lyft 30 feet'om each aide of the following described eenterllne9 BE6;ltQYP6MO at a paint an the, East Una of the Northwest quarter of Section 20, ' Township 19 North. -Range 5 East, M.D.B. & M, which said point is North along said lino, a distance of 1810 fent from the Southeast corner of said Northwest quarters' thoi►ce from said point of beginning of said aenterUne. West and parm$at with the South line of said Northwest quarter, a distance of 158.02 feet to the end of said lino_ OWnNUED cn ON n B AND WHEN RECORDED P�111- TO: • BUTTE COUNTRY II -V LD%G DIVISION 7 COUNTRY CENTER DRIVE OROVILLE, CA 95965 ►� ri _ ri ri , , ri Recorded: I -Dffirial-Records I County of I Butte I CANDACE I GRUBBS I County Clerk-Recorderl I I 010:49AN 24 -Nay -M I REC FEE 13.00 WDRIIED COPY 1.06 DD Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgement to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an .area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations .including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise; and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Ssee attached Exhibit "ONE" Date < 1 �`3 PROPERTY OWNERS: Don A. Prestella Cathy C. Prestella State of California ) Countyof Rr� 1�"7-aA &67-A ) On before me, L&AL4D A • K*VK7-60� personally appeared 2>oA! A. �2Edr<ceA A.,)2, C4 -TN -Y L. PQF�,Tr_tiA personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature„ GERALD L. KNUTSON i %JZ/ d���Seal: ::•... Commission # 1468124 N1, Notary Public - California Z -� �l. A.P.# 072-210-032 Contra Costa County ' My Comm. Expires Feb 3, 2008 1 LEGAL.DESCRIPTION Order No.: 1.-57577LWC•. •EXHIBXT. 1ONE -• ,;,•=�. n RECORDEIZIS MEMO: POOR RECORD IS DUE Tp ,• _:_...... PARCEL -'ONE: QUAUlY OF ORIGINAL DOCUMENT r Parcel;•-1,1;as'shown on that certain Parcel Map being a portion of Section •20, Township:. 19,:North, Range. •5 East, M.D.H. ' & M., which map was filed in the office of- tjle'` •Recorder of�the:,County of Butte,:'State of California, on February 20, 1981 In. Book.' 81' of:'Parcel. Maps, at'page 82. PARCEL TWO: An, Easement for road ' and public utility purposes over a strip of land 50.00 feet in width, in the Northeast' quarter of Section 20, Township 19 North, Ranke S East, M.D.H.' '= i & M. lying •30.00 feet on each side of -the following described line: BEGINNING at a point in tt a North and South centerline of said Section 20, said ,point of beginning bears'South' 0 20' 41" East, 845.62 feet from the North quarter corners of said Section 20; thence from said point of beginning, North 8$� 58' 51" East, 61.29. feet; thence South 36 0 c 44' 37" East, 281.68 feet; thence South 11 10' OS" East, 359.83 feet; thence South 34 371,3811 East, 218.74 feet; thence South 70 32' 41" East 195.03 feet; thence•South,7o 04' 54" West, 349.77 feet; thence South 330 17' 51" West, 168.28 feet; thence South 9 39' 48" East, •130.75 feet; thence South 320 04' 24" East, 236.58. feet to the South'line of 'the Northeast quarter of said Section 20. i PARCEL THREE: ' An easement'for road andublic utility p y purposes over a strip of land 60 feet in width,' . • lying 30 feet'on each side of the following described centerline: BEGINNING at a point on the East line of the Northwest quarter of Section 20, Township 19 North, .Rarge 5 East, M.D.B. $ M., which said point is North along said line, a distance of 1810 feet from the Southeast corner of said Northwest quarter;' thence from said point of beginning of said centerline, West and parallel with the South line of said Northwest quarter, a distance of 158.02 feet to the end of said line. CONTINUED' • i CONTINUED PARCEL FOUR: .An Easement for road purposes and public utility purposes over a strip of land 60.00 •? feet in:'wi3th, lying 30.00 feet on each side of a centerline described as follows: ' COMMENCING at the Northwest corner of .Section 20, Township 19 North, Range 5 East, M.D.B. Lc M.; thence along the North line of said Section, North 890 521 43t1 East, 1305.50 feet to the centerline of Oroville-Forbestown Road; thence along said . centerline South 90 311 02" East, 189.72 feet to the beginning of a 2.50.00 foot radius curve to the right; thence along the arc of said curve through a central angle of 17 t 191 56" an are distance .of 75.63 feet to the true point of beginning for the centerline _ herein described; thence leaving said County Road, South 82 111 06" East, 188.05 feet to the beginning'of a 150.04 foot radius curve to the right; thence along the .rc of said curve through a central angle of 670 151 13" an arc distance of 176.07 feet; thence South 14 551 53" East, • 88.27• feet to the beginning of a 100.00 foot radius curve to the left; thence along the- arc of said curve, thr8ugh a central angld of '140 231 30" an arc distance of 245.03 feet; thence North 24 401 3711 East, 87.72 feet to the beginning of a 200.00 foot radius curve to the right; thence along 'the arc of said curve, thdough a central angle of 230 351 3711 an are distance ' of 82.36 feet;' thence North 48 161 1411 East, 201.89 feet to the beginning of a 100.00 foot radius curve to the right; thence along the arc of said curve throggh a central angle of 1360 431 48" an are distance of 238.64 feet; thence South 5 001 02" West, 76.44 feet to the beginning of a 200.00 foot radius curve to the left; thence along the are of said curve, through a central angle of 40 021 00" an are distance of 139.7 6. feet; thence South 350 011 58" East, 259.70 feet to the beginning of a 150.00 toot adius curve to the right; thence along the are of said curve through a central aegis of 35 011 58" an arc distance of 91.73 feet to Point "A11; thence continuing along said curve orugh a central angle of 26 211 30" an arc distance of 59.00 feet; thence. South 26 211 .3011 West, 114.15. feet to the beginning of a 300.00 foot radius curve to the left; thence along the are of said curve% through a central angle of 16 531 46" an arc distance of i 88.47 feet; thence South 9 271 4411 West, 77.10 feet to the centerline of a 50.00 foot radius cul-de-sac. DOOR RECORD IS WE TO OFR�'p'QS QUALITY OF ORIGINAL DOCUMENT OSP/Gj'PO/S 6( Pb End^ of Legal COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE t OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5. under permit number 1-7l. for the following location: Owner "al;.', Owner's Address J ` 4J 12 Mobilehome Mfg. 1 1;, a Model Year ' Insignia No. % c rl 2 % y r -2 Serial No. It is hereby certified for occupancy at the above described location and may be occupied. Director,of Public Works Date /=< �•, By THIS CERTIFICATE I$ VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer-, Pink - D.P.W. S PERMIT NO 4475-79P,E waif � ��fZ G Zp PERMIT EXPIRES �� p Mel Bonham OWNER f CONTR. owner 72-21-19 LOCATION (A.P. ) W/S'pri.rd.(Bardolino Ln.), app.l mi.S.of Oroville Forbestown Rl., app.200'S.of Forbestown Rd., Oroville ;4 r , i. I F n f` v i. Temp. Power Pole Called PG&E Temp. Elea Serv.��� Called PG&E VFIJOB Temp. Gas Serv. 7 j ailed PG&E ' NALED (Date) G (Signature) j c COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 695 Oleander Avenue, Chico — Phone 343-4211, Ext. 70 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. iX Cona F6.'e," kE 0 c.L ! RP =1� w t 7-J-4 / N o DA YS )EX141 175 k E Q U i COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 'BUILDING INSPECTION RECORD ' BUILDING BUILDING (Cont'd) PLUMBING be ack F wall SaLl Piping For Par ets 1 t Floor Mal Bldg. Jr Rest om Finish 2n Floor Foo 'n s Windo 3rd koor Stem II Siding To out Slab Roof Shea Ing Water Pi i Piers Roofing Sewer Garage Fdn. Vents Fixtures Footin s StemwaI I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physica'U, handica ed Conformance of ex. structure v Appliances Gas Pi in &Test Temp. Gas Slab Final Sanitation Patio 1JfRE ACE Final Footings Footing ECTRIC Masonry Walls Throat Rough Relnf. Steelf Final Fixtures Bond Bea IRE SPRINKLE Motors Framing Test Water Htr. Stucco Final Sub anel Mesh MECHANICAL 1 Grd. Fa6it Prot. Scrajth Heatird Servigg Brq4n Cool g T mp. Pole nish Du s nder round In _rior Lath V ntllation Permanent or Closer final final MOSILEHOME UTILITIES -------------•----Flet. Service ��� Elec. Pedestal Water Piping .-"'Z — Sewer – �`� Gas Piping BI ME IN TALLATI N - - - - - - - - - - - - - - Support Elec. Continuity 14 L ^ 4 Water o...;.. � ..J _ .r,,,y � y � Drainage Gas Piping � DATE 3. 7.7 REMARKS OR CORRECTIONS CD Al al A 13 le.O(Ae- L5 -0 ' �G- d -cel (NOTE: An entry must be made on this form each time you visltt the job site.) S MOB ILEHOME St)PPORT DATA oIf other than single wide, Mobilehome Mfr. f G( furnish Setup Model No. Year��l Width 2, Box Length j d (ft.) Tagalong or Expando Size ft. x ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. Footings (check one) Single 1. Wood either A A pressure treated or x 30 foundation grade. (ft.)(in:) (in.) (in.) 2. Other (specify) Center support Center support locations* footing sizes Supports (check one) (in.) l: Concrete block. 2. Other (specify) (ft.)(in.) (in.) (in.) 4 --Tagalong or Expando, show support details. (ft -)(in.) (in.) (in.) (ft.)(in.) (in.) (in.) /-;� x 3p] (f t.) (in.) (in.) (in.) *If center piers are other than drawn above, draw in locations, spacing, and dimensions: /"L x 3111 Typical Support in.) (in.) Footing Size Q -- Max. Pier Spacing (ft.)(in.) -- Max. Overhang (ft.)(in.) OUTTR COUNT1 BUILDING DEPARTMEN'L APPROVED BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: /i'/�?�L/�% �/j ��AVA 19"--7 2. Installer's name." size:.01//- Of .1-n/2 (Load) (Amps) 3. Is the site currently under permit? Yes / / No 2�_-/ What (If yes, furnish permit number size? ---------------------- ) OR What Is the site an existing site? Yes / / No is the gas pipe length from meter (If yes, furnish two (2) plot plans.) (ft.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields.and What clear of all setbacks and easements? Yes / / No (If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- fes© Amps 6. What is the mobilehome site service rating? --=------------------ f 00 Amps 7. What is the mobilehome site circuit breaker rating? --------- --- - Amps . 8. Is there any other electric load to be served by the mobilehome 9. 10. 11. 12. site service? --------------------------------------------------- Yes / / No (If yes, identify the load and size:.01//- Of .1-n/2 (Load) (Amps) What is the mobilehome site gas pipe size? ---------------------- (in.) What is the type of gas service? ----------------------------- Natural / / LPG What is the gas pipe length from meter or tank to the mobilehome? (ft.) s � 1---- 106 What is the mobilehome gas demand? ---Np --Z��- (BTU) (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft, on LPG.) i l` , n 9. Electrical A. Is service large enough to provide adequate amperage -to mobilehome (must equal gating of mobilehome with a minimum of 10 amp) and other facilities on lot-,'i.e., water pumps, garage, cabana, etc.? Yes �/No B. Is there proper clearances around panels? Yes -�No C. Is power supply cord or feeder assembly properly fused? Yes_,__� D. Is continuity test satisfactory as per the following procedure? Yes :o De -energize electrical wiring system of the mobilehome at the pedestal. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3/ -Switch all breakers and switches in -the mobilehome to the "on" position. ✓4. Connect one lead of a test instrument to the mobilehome grounding conductor and l apply the other lead to each mobilehome supply conductor, including neutral. 5. All non-current, carrying metal.parts of.the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6.� �Upon completion of the above procedure, the power supply cord or feeder assembly it conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. 1 Is job card signed by Health Department for water and sanitatia(n? 11. If everything okay, sign off card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle - Length &D Width, Vehicle Serial No. State Identification No. -7j-60 / -- % 4 (3'-2 j . Additional Information or Comments: t ' a vk ,ti i T a MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located wit equired separation from lot lines and buildings and1generally conform to plot plan? Yes_ No 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes'" No 3. Are footings and supports properly sized, spaced, and braced asapproved plans? (Note possible variation' at spring shackles.) (Sec. 5082 & 5083) Yes No 4. Is the mobilehome level? (Sec. 5088) yes_ No 5. If mor�han a single unit, are crossover connections properly installed? (Sec. 5088) Yes ✓ No 6. Water A. Is flex" a connector of adequate size and properly installed (1/2" ID mein.)? (Sec. 5566) Yes. No B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yeses No gft-B-ackflow - If coach is not State of California approved, does station have backflow device and pressure -relief valve? Yes_ No. 7. Wastes and Drains � A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes �No B. Does it have minimum �" per foot slope and is it properly supported? Yes 4- No C. Are any leaks detected in drainage system after running 3- lons of•water through each fixture including washing machine standpipe?.Yes No P Tach is not State of California approved, does station have required trap and vent? rADI eyes No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as large as the mobileh as line inlet without reductions other than.the mobilehome connector. Yes_ No B. Test OK as per following procedure? Yes f__ o �! Open all appliance connector valves. Z21. Shut off appliance burner and pilot valves. 3 jAir test with manometer to 10"-14" water column, or test with slope gauge (minimum ell 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. onnect gas meter to mobilehome with connector, turn on gas, test connections with soapy water. C.. Are all appliance vents properly installed? Yes No t COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 76County tCenter Drive - Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT V06 authorize representatives of the County of Butte to enter upon the above-mentioned property for inspecti n purposes. M, __� x Date 7._ Signature of Permitee or Agent Receipt No. �7 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Bu County Code and/or resolutions to do work indicated abov ort hich fees have been paid. / D 0 OF PUBLIC WORKS l � �}Date:�_ -7d[ Building permit expires Date BUILDING Owner in1AffL &A,44/4m SQ. FT. OCC. BUILDING VALUATION Mailing Address 0JV; Z 0000LeWP 37/4Q QOf>TC' © A_ v'LU,:=. �} ,^ ^ l Telephone No. Contractor �� Mailing Address Fireplace Total Valuation Telephone No. Permit Fee 1 .' T Building Address W 5/Oc WO/NO Planng Fee&/or Penalty Permit ee Permit Fee 04, LW_ ��� /%1 J O ©eOV 1UC_ -J )t0AAd57ow PLUMBING No. @ FEE &0-)RoK OOf S OF Foeikm mw a P,413 f PERMIT FILING FEE $3.00 Each Trap 1.50 Q) IeOVrCL45 Repair drainage or vent piping 1.50 A. P. No. �Z�Z� � toning8 Planning Water piping 1.50 Each gas water heater or vent 1.50 FVs C. I Sa ' Cn I Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans I Parcel claration Parcel Map 60' /W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Plo Recd Parcel A val Plan proval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ O e- moi® ELECTRICAL No.1 @ FEE PERMIT FILING FEE J$3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD -L 100 AMP 2.50 Main service OVER e O 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST ACCLBLOGS.LING CCUP. 4) 22 sq ft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW RESID, BRANCH CILET NON -CONS � BRANCH CIRCUITS) 12.50ea NEW CONSTR. (POWER APPARATUS B NON.RESID. SINGLE OUTLET CIR. Ex. Occup{OUTLETS OR FIXTIIPES,l 5 L2j FIXED ALNS Ex. Occup.(OUT ETSP(RESID)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 bn7r XLI am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 1 certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby M TOTAL PERMIT FEE $ ?b ICY authorize representatives of the County of Butte to enter upon the above-mentioned property for inspecti n purposes. M, __� x Date 7._ Signature of Permitee or Agent Receipt No. �7 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Bu County Code and/or resolutions to do work indicated abov ort hich fees have been paid. / D 0 OF PUBLIC WORKS l � �}Date:�_ -7d[ Building permit expires Date rM UTn.. CLEARANCE - DATE LNSPWrOR sur�porer"CEmpa-tion. 'Test i0c Permit L -A c vr-c I wrl P vv-- I wn t /4 bp'SX,01 Q1 S COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT y�!75-79 autnonce representatives or ine tuounty or tsurte to enter upon the above-mentioned property for inspec on purposes. X 'G Date s17 Signature of P''ermittee or Agent Receipt No. U✓�W / White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. PIREC OF PU LIC WORKS '7 BY Date -7 permit expires Date BUILDING Owner AA m� N/y SO. FT. OCC. BUILDING VAL AT N Mailing Address Z 5-2 S-mE Q�UTG O^OU r(-(� , - J `^A Tel ephone No. Contractor /U� Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address Plan Checking Fee&/or Penalty Permit Fee S�D� Q>C Pet" �,4QOpL1Nd L,t/ PLUMBING No.1 @ FEE A,1P�Q��( ry�j s 0�'/©e0(/�/l 1�--0eg�s�-�uN .L t PERMIT FILING FEE $3.00 ,O0 Each Trap 1.50 _ A go APP to K' ?00' S F b8P_0&T(�)a0R,6 049!! epair drainage or vent piping 1.50 A. P. No. 72,--2-,[ — / P.-ning & anning Water piping 1.50 T0180 Each gas water heater or vent 1.50 F es W_ //�� Sao n I Fire Dept. Fire Zone Use P nnit Gas piping system 1 - 5 outlets 1.50 /0, CO EOA Parking Plans I Parcel Declaration Parcel Map 60' R/W Imp ro ents Each additional outlet .30 Building sewer 5.00 �� Bldg. Plans Recdarcel A royal Ian Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ Permit Fee $ �'j 00 $ 3 Od ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 2,.00 V OR Main service 100 AMP ORSLESS 5.00 00 Single Family ❑ Duplex Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 2..50 Main service OVER e O 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST OR ADDNS. ( ACC. -BLOGS.LING CCUP. Y� 2�sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTP- MULTI-OUTL T (BRANCH.CIRCUITS 2.50ea )i ..NON.RESID NEW CONSTR. POWER APPARATUS 8 RESID. (POWER NON- ( OUTLET CIR. EX. Occui)(OUTLETS OR FIXTI1RES BAL2i FIXED ALNS Ex. Occup.(OUTLETSP(RESID)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 ((Do License No. Classification Misc. Wiring 6.25 y r V/IP iO0 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 2C,50 $ 7( WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. Q I certify that in the performance of the work for which this permit is issued 1 shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee Is 2500 TOTAL PERMIT FEE $ ��_ autnonce representatives or ine tuounty or tsurte to enter upon the above-mentioned property for inspec on purposes. X 'G Date s17 Signature of P''ermittee or Agent Receipt No. U✓�W / White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. PIREC OF PU LIC WORKS '7 BY Date -7 permit expires Date oe V`Y�d i fhis set of plans and specifications MUST be kept on the job at all times and it 'is unlawful to make any. changes or alterations on same without written permisson from the Department of Public- Works, ublicWorks, County of Butte. Ak The-;Idgs Setback shall be 5 ft, from the side property line and 50 ft. from the (= centerline of the road, permitting a maxi- mum of a 2 ft. eave overhang. but entirely out of all easements. Septic system and locat Butt stub -out to County Health Q 14PS, quirements. y All utility connections sh located within 4 ft. outside tl third section of the mobile 30 on the left (road) side of the i home. J NOTE:—All Materials & Workma Accordance with Recoanized Goc of a aualifv pre;criborl Ter fhe . Sni Uniform Building, Plumbing & Mach the National Electrical Code. ff q7 7 BUTTE COU BUILDING DEPA APPRO` /.4- s � /V C • {l� tr I f j Yt �o a� per zpt� Re - le Shall Be in ictices and use in the Codes and 29 ZTMENT 'ED ell COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Oroville, CA 95965 534-4266 December.4, 1978 Re: AP 72-21-19 Mr. George Chames 5620 Frazier Lake Road Gilroy, CA .95020 Dear Mr. Chames: Enclosed please find a copy of the Certificate of Compliance issued by the Butte County Subdivision Violation Committee , which was recorded on November 27, 1978 , in Book 2347 , Page 57.5 in the Office of the Butte County Recorder. Should you have any questions regarding this matter, please contact this office. Very truly yours, Clay Castleberry Director of Public Works �oFnt i0lerx�oflt� John Mendor_sa Assistant Director JMddb Enc. cc: Planning Department Hea�lth Department Ciildin_g Department Ron Graves & Associates, P.O. Box 1576, Oroville, CA 95965 RETITP.N TO: Public Works .Land Development Section CERTIFICATE OF COMPLIAITCE Issued -to: Mr. George Chames 5620 Frazier Lake Road Gilroy, CA 95020 Oft:C:AL U 7r77 P; q IC WORKS n?_� NoV t 190 LJU N ra ��- c' a • P This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division which created the parcel of property identified below complies with the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. 1. Property location: South 1/2 of the North 1/2 of the South 1/2 of the Northeast 1/4 of Section 2, T19N, R5E, 2. Assessor's Parcel Number: Description: All that certain property located in the County of "Butte, State of California, more particularly described as follows: The North 330 feet of the South 990 feet of the Northeast one-quarter of Section 20, Township 19 North, Range 5. East, M.D.B. & M. TOGETHER WITH an easement for road and public utility purposes over a strip of land 60 feet in width, the centerline of which is the North and South centerline of the North one half of said Section 20. ALSO TOGETHER WITH an easement for road and public utility purposes over a strip of land 60 feet in width, lying 30 feet on each side of the following described centerline: BEGINNING at a point on the East line of the Northwest quarter of Section 20, Township 19 North, Range 5 East, M.D.B. & M., which said point is North along said line, a distance of 1810 feet from the Southeast corner of said Northwest quarter; thence from said point of beginning of said centerline, West and parallel with the South line of said Northwest quarter, to the Easterly line of the Oroville-Forbestown Road and the end of said line. The exterior lines of said easement are to be lengthened or shortened as necessary to intersect the Easterly line of said Oroville- Forbestown Road. issuance of this Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter 20-167 and Government Code, Section 66499-35 (b), to protect ct e public health and public safety. None. _ y a 0 - o �c tom. C—' County of Butte Subdivision -Violation Committee .i.1 lEP !/ :-�- Cil is V �7-•�y�,.✓J,� Com- l(i!� LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY, Director 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4681 H. W. McDONALD Deputy Director November 17', 1970 Mr. George Chames RE: AP 72-21-19 5620 Frazier bake Road Application for Gilroy, CA 95020 Determination Dear Mr.'Chames: At the regular meeting of the Butte County Subdivision Violation' Committee held November.15, 1978, the Committee issued a Certificate of Compliance for AP 72-21-19 with no conditions. There is a fifteen -day appeal period before this Certificate of Compliance can be recorded, unless you sign and return the attached waiver waiving your right to appeal the Committee's decision. If you have any questions regarding this matter, please contact this office. A Very truly yours, Clay Castleberry Director of Public Works JoPin Niendonsa _ A'ssistant Director JM/mv Attachment cc: Planning Department w/o attachment alth Department w/o attachment Building Department v/o attachment to_t Grade- tP Asso 1.'=1i, -S, P.C. Bnv 1.576. OroA:ille, CA Qj:065 1;7/o ra 'L-a,_-h.Tlen t 33O.oa m z ---- --------- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --------- i I I I i i I ' I i - I i i I I i I i I i ! I I i I I i I i I i I y o S I I v N I o z c 'i I x SME FOR „ x 17 O � n 2 I H y I = 2 n 1 V' m W-1 V m z c ORMND TRIE SITE PLAN -c- �C Better Builders Construction JOHNSTARR neral Contractor Lic No 323225 5263 Royal 0ab Dr., Oro ville, Ca 589-2574 ° '`T«1= 4"°x V =;, m,� �;.'�th.� —M "n' °° d _, .�. +s ® rJ I m y v= z o DATE 15MAY06 ORMND TRIE SITE PLAN ND. DAM WUm W. DATE REV, M Better Builders Construction JOHNSTARR neral Contractor Lic No 323225 5263 Royal 0ab Dr., Oro ville, Ca 589-2574 ° '`T«1= 4"°x V =;, m,� �;.'�th.� —M "n' °° d _, .�. +s � NOTED T� RESIDENCE FOR DON & CATHY PRESTELLA r = = o DRAW, BY B.B.C.96 ,Os ADDREss VIEWCREST OROVILLE, CA 95966 SME FOR „ x 17 S fA F5 Cl) 0 DATE 21 MAY03 DRAWING TIRE FLOOR PLAN NO. DATE ISSUED ND. DATE REVISION 21r29pr $ o o Jim .. o OZ -� PI 's II rm� U1 o� i�-z OTI H OMMM PER IEUM NOTES � ,e,wlDa PER DHFR nwr N o3APRDf FOR �u PLAN SET DRAWN Iw B.B.C. ,,Ds ADDRESS 96 VENICREST ORMLLE, CA 959ss O r D PIAT SCALE FOR „ x „PAPER - , F z �_n�n� mm *S - y o ��� Fi�S �P y�4j N m LR O� yy �� O O lit �' m !�f p� �� O� i J gg 0 x x �, '9 < FIM n n r� 5 ai o_N Irma $ L. L� v 9tIw $, 111 IM Fn �pC pC 3S 7A 3�`j Ei� ca c ciS g IRA c --00C') Z ralo< —. C MN� m O gig Eli / G„ O Mo C _ n m 28 -1r 2r-11 yr 1r-9 yr /y'7 I\ I .�•..- - v[1�tOlA1'Aii'f pM S ®t 3 I •'e ��I AMl 1 L ��� n vrt 1F&i ``\ 1: /� ---- � - i d W-rRAT Qfi Nil I + Z j \.. ` rhej ' b _ F i Ili._..'i 4I v�nitoa6 I Iua =__= i Q��• `dot I I '\ 11 I o� i �•�.-._ �•'i ip-4l,1 I I 11 Q Y I I 1 -• i 6'-O' l'_31 ! I T-0• I g i t � i a 120 1.1I o__ --i-- -_-- ---- L---- 11 a at 11 ��i��� 1—__—__ --- L� __ _ __�J 1 I IP' I IRI .�l1I ' oc 8 � � /� i r tawrtf 11 ITS. I I JIR11 i �._•�_- $-- G -� It ^' 9_ AT 4--0' 0. 1 / I I I I I I III 1 rs 9_ �, i R rt i II 1 11 �n� H` 8'4W i / 3 i II 11 '!91 Y x s1� I r NIP. N ' `, \ 1 �'I I` I I , I I �AI I,Sg I I P •� Irk I I ! ♦� d, At + ----- `\ tAPr f 1' i ' 1 y\ I `•� I I_ -Il' 1 I '\ 1 I i �' IT I + I �. -7 � \;\ I I ir•-, 11 11 \ I 1 k1 .'I I I I `\`� � + 1 = -a I 11 11 11 11 1 II II \ U •a r'\A`-== ��\ s 11 I 11 11 11 R W 1 i 11 11 ii�\ r1 _ 1 _ I1lRIEM 111I_ 11 ____IIhII - a 1` ! I 0 21; M M T i 1 YS�gI I N i It O eZn tj i Q I UWAU mmafo�eu,I■ c4 - / f -- 7 -- �- -- ivc - ---� �--J: � a a - oura Ixa �� 26'-r T3'-61/2• oz 39'-6 yr W-5 3A' 7r -2 1/r U,,Z = 0 DATE 21 MAY03 DRAWING TIRE FLOOR PLAN NO. DATE ISSUED ND. DATE REVISION Better Builders Construction JOW STARK General Contractor Lic No 323225 5263 Royal Oaks Ih , Oro ville, Ca 589-2574 u�ia ao" omu .m�M M �' m """" �°""°�' ,� „� �.'"" ;;ems,hM m +•'►«. m o m w , «m PER (wvr SCALE 3/16"= ' JD8 TRIS RESIDENCE FOR DON & CATHY PRESTELLA+ H OMMM PER IEUM NOTES � ,e,wlDa PER DHFR nwr �—= N o3APRDf FOR �u PLAN SET DRAWN Iw B.B.C. ,,Ds ADDRESS 96 VENICREST ORMLLE, CA 959ss E 13MMM PER ENQ1D ruaa Ps PIAT SCALE FOR „ x „PAPER - , r A NafLOLal Design Whyf ty, net n 12080 Shale Ridge Lane Auburn CA 85603 Tel.(530) 823 5164 Email : naturaldesign 2000@hotmall.com NRt�L/K-. ��r� 1ni1� 2 rtSt>� v c. A•*t IR 6..�st1RJk r rdi,.r� ` A'S a4r"WK0 llj GAL f "ci4 ' 5AFIC4,41 to9&5 IITAIZ.0 , t1Sq 25 . Ho►4'0.0L')KF % w 1�.� T►t ynaz. ass -E',..+ ��t9 bfe 3 I a Cr 1 5 Al LAV -U b -J 16 k*rD ScIrP G(,t� S c a G �� �scR1 Poo A'uAA Pti S e N Ate- AP -1V -6 i Fb� �iJ�i�.t7S tuQ� . P!5►�Gt a G- W l l .t_ �+1it.1 W1 TU CAI fs R 4 A4� Crn"a r" fbo'-/X = Ffa A lic t-ocr C}a�1 foot. x'91 I..NF1 1IJ SICI AND -ro 6e 40•49)L-;' WIINt 8 Co rlArS gb U�EaA'ae.1�' ► 9Q' `� EMA«*.— TA_ ISLW4e 5k SEE STRUCTURE SETBACK ATTACHMENT FOR SLOPED BUILDING SITES NO CONSTRUCTION IN EASEMENTS ALL pORTIONS OF STRUCTURE TO BE OUT OF EASEMENT -INCLUDING FOOTINGS, FOUNDATIONS, WAILS, EAVES AND ROOF 40" QR�4Y►u-n►- - ,*, h ShcS�r?• PROVIDE MINIMUM DISTANCE FE2OM F'OQT9ti1 3 OF SiRiJGTIJI.'E OF 5 FT FROM ALL PORTIONS OF PRIVATE SEWAGE DEPOSAL SYSTEM INCUDING SEPTIC TANK, LEACH AREA AND PITS NOTE SITE CONDITIONS ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED PLANS: • EXCESSIVE SLOPES • EXPANSIVE SOILS • EXCESSIVE CUTS OR FILLS • ALTERATIONS TO NATURAL DRAINAGE • OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS Stark I " : so "'boq 1�� 9 45 1 0r f4••r 1,, 40:S (sin N� W VLA cc.%�`y �„�, 2aev 49t. I Aw E�.%crc l uti 64m'i N*•s 60,54 sX c Ts rb a L. S I j0A o f go Pro •►1 f. I'_4A I LOA1 . A►.l. SO(usr, i'4.or'1 9)c C4t %R -,-i ON (, IL-1- IZ05^A ^J O"�' S(" 1:bA L"A,' "(A6 AW9 csIw t -for E GA 12 " 1N "16-41-f hf t HOrA . .*MG XKxf` ku- ap,E . I NOTE: PROPERTY OWNER IS RESPONSIBLE FOR DETERMINING LOCATIONS OF PROPERTY LINES AND EASEMENTS AND MAINTAINING REQUIRED Ito( SETBACKS FROM PROPERTY LINES AND Ito( EASEMENTS. A SURVEY MAY BE REQUIRED IF DETERMINED NECESSARY BY THE BUILDING OFFICIAL. 1 I�� x X k A �t x J S�,sl .X41 IJ A -!s x I Ito I r20 k,N.t . Fboc. olww owl* SFtir o-astsG / I p10! . 32 CEC 680-26C_ EQuipotential Bonding Grid The Equipotential Bonding Grid shall extend under paved walking surfaces for not less h '.side wall Of d Lots�'RI►treOQ : — than 3 feet horizontally beyond t e of pools. j�,1�4autA,� �I(sN WWW. WKyFLy. N 6T 'TTA- 53,> nZ3 6tvc� E ✓\aa- . NAtk.R.Ai--i}0-St 4, p( Zeoo 05 kar*1a It. - C r? . 4' MAX H 6" STEM - W 0 O R= U_ R =18" 5'MAXH 6" STEM w o . ,0 0 IJi R % CO O w 6" STEM 8' MAX H I 6" STEM i Ni 1 ALT BAR j REQUIRED O40, NOTES 1. IF,A MANUFACTURED AUTO-HYDROSTATICBB RELIEF DEVICE IS INCORPORATED, INSTALL DEVICE PER THE SUPPLIER SPECIFICATIONS SKIMMER,; 2. IN LIEU OF THIS DETAIL, THE BUILDER MAY INCORPORATE ANY DEVICE OR METHOD OPTIONAL TO PROVIDE FOR THE POSITIVE RELIEF OF REBAR HYDROSTATIC PRESSURE ABOUT THE SHELL PLAN VIEW REMOVABLE CAP OR I FLOOR PLUG ON 24" PVC PIPE, I , EXTEND 2" PERFORATED �= PIPE 12" DEPTH MIN IN r, Ic'cDRSIIT THAI I M►•,f f-_-7IT1= r--np a i IMC -_PF - r- I M M-, WALL TRENCH 2'-9" 1'-6'1 12"MIN FG OR WATER -LINE OPTIONAL 12"MIN ORIENTATION OF SLOPE MAY VARY 31-6" 1'-9" MAY VARY PER PLAN •I� +� 41-6" 2'-011 1 " S I 1' S 6-6 21-611G " M OPTIONAL ' + I � ® F 20 8, OPTIONAL + �g� �- ¢ ® D = ® O 2" CLR- ;0 2" CLR Z ADD ONE I TYPICAL TYPICAL Cl) ALT BAR I I = I I BASIN J R® I co �. CD a FG DECK 9 S .0•1 S �'•' I BASIN I I 6 I S 4/ _- __.__•�_ �_ j ADD ONE j I NO i - � ti FG ALT BAR / ___ FG w SLOPE i 15 S 15 S I :F .... MIN I -v 6 10' MAX H 12' MAX H 14' MAX H 16' MAX H �"' tz L " j -� L J �' 15 I j PERVIOUS MATERIAL. Z `. - . it - ILI --- -- " " 9"STEM ':= LIMITS BELOW POOLE •i CASE 1 CASE 2 a STEM 1 9 STEM I 9 STEM ( 9 STEM FLOOR. SEENOTEG5.NOTES6'MIN NOTE: STANDARD NOTE: STANDARD NOTE: STANDARD j SECTION 1. BASIN ADJACENT TO DESCENDING SLOPE: OFFSET BOTTOM OF BASIN 7' MIN FROM TOP OF SLOPE VERTICAL REBAR: I VERTICAL REBAR: I VERTICAL REBAR: (POOL REINFORCEMENT NOT SHOWN) TRENCH STEM 2• SEE'GENERAL NOTES' AND'SCHEDULE B' FOR ALL OTHER REQUIREMENTS. 2 ALT BARS #412" OC, TYPICAL #512" OC, TYPICAL #512" OC, TYPICAL � REQUIRED i j ! I 1>1.0 HYDROSTATIC RELIEF 1> 2.0 SKIMMER 1>3.0 WALL 1>4.0 NOTCH 1> 5.0 VANISHING EDGE ADD TWO #4 ALT BARS I ADD TWO I /1 i 2" CLR OPTIONAL 1 TYPICAL --moi . o . O /Ni #5 ALT BARS ROCK OR 2 1 tij 2" CLR OPTIONAL ti 0 �5 /• / / ADD TWO MASONRY g Np 1 q '�' 7"MIN -� TYPICAL U_FL' �• �,ro = o . O % #5 ALT BARS / - • '° o �5' % = o % b % i CO I I COVER EMBEDDED r r COVER EMBEDDED •j 0 1 FG I BVI - PLUMBING WITH / PLUMBING WITH + -� o / --------- PAPER OR PLASTIC o byvv ..._• fit' I� F� '•� .�, 0 9 �, ----= o PAPER OR PLASTIC I ! a 11 +. I STEPS S I 10 MIN WIDTH I I OG`o�`vy�o`�o .�./o o - - - -= =IOD 7"STEMCID " j' PER PLAN �� �� 00 0 „ I I 10 MIN WIDTH 13 S TYPICAL S >- O o 4- Q o ----• R I .' , S FG 2 CLR FG oti�o o�!!v STD REBAR STD REBAR 0 TYP I i �, /,� __ I TYP ,� I T •I 2" CLR ' '� 4� ADD ONE yob ���, - o „ / I- I ►- I I ADD ONE W o <.;:. <.:. < <• <...<.. z ALTERNATE BAR z ��0 CO o�Q • • : • •: . •.:,..:;• .:; •, •;//��• .-; ,••.; , ,;Q,j,� j,�•. •.•.:• ...... _ ._ _ _• l(V��Y�(, �_ w �_ w I I ALTERNATE BAR _� I ��`'�GJG G Iya�s'��>��•j'si}•'•s s•�'i•: •!�� i•.�}. •:i}•{s�Y}••', �•:�:: :'�'�M1•i?M:�S w0 �\ z� , z� p .� `•.�._. _. _._. •.-.-._�_.� _• J o� ��• �o :; •; ; ,,:; „ : •: •.:;• ::;.: • :... ;•• •.?•• •••• •.. • : „•,•,:..•, I -d - - - - - + o 2 MIN RADIUS 1 W �; :,••1 •;:•.•.:•• ,.• ••.,:�••::%.••••:.:•: zm g m I 1 2 MIN RADIUS 11 j� o �o 1 ALT REBAR 2 ALT REBAR cn N 'h c., o L� = I REBAR SEPARATION IS REQ'D, WHEN w w tiw�o o BENCH WIDTH IS GREATER THAN 2'. • -� • - . _ , _ . �S _ * _- - l - ow Alternate Rebar Spacing -Plan View a •! BENCH -STEPPED SECTION(S) �- NOTES 00 I 1' RADIUS CASE 1 CASE 2 CASE 1 NO PLUMBING CASE 2 EMBEDDED PLUMBING B.1 ALL STRUCTURAL SECTIONS TO BE 6" MIN THICKNESS LION, AND SHALL BE REINFORCED WITH a� I MAY VARY PER PLAN, FEATURE, STANDARD REBAR: #3 REBAR 12" OC EACH WAY OR #4 REBAR.18" OC MAX, EACH WAY, LION. m OR GRADE AT EACH SITE. NOTES 1. OFFSET STEMWALL FROM THE TOP OF ANY DESCENDING SLOPE: TAT FINISH GRADE. NOTES 1. FEATURE MAY BE DRY OR WET PER PLAN. B.2 HORIZONTAL REINFORCEMENT AT THE BOND -BEAM AND AT ALL BOUNDARY ELEMENTS (THE TOP 2. EXTERIOP FACE MAYBE DRESSED WITH MASONRY, ROCK OR OTHER TREATMENT. 2. HEIGHT OF ISOLATION WALL MAY VARY PER PLAN. OF ALL STEMWALLS), SHALL HAVE A MINIMUM OF THREE #3, TWO #4, OR ONE #5 REBAR. 4 - - ALTERNATE REBAR IS REQUIRED FOR ALL CASES WHERE b 6'-0", AND SHALL BE EVENLY 1>6'.0 ROCK BENCH / STEPS !A 7.0 EXTENDED STEMWALLS � 9.0 POOL SPA, FEATURE .&.18OLATVON WALLS SPACED BETWEEN THE STANDARD REBAR AS SHOWN IN THE STRUCTURAL SECTIONS ABOVE. GROTTO KEYNOTES " , , L ALTERNATE REBAR TO BE THE SAME SIZE AS VERTICAL REBAR PLACED, LION. INSTALL NICHE PER MANUF SPECS © REIM IS NOT CONTINUOUS, OVERLAP CUT ENDS 4-0 MAX LENGTH L MAX RG FG GENERAL NOTES H <10' MAX: EXTEND ALTERNATE BARS 24" BEYOND RADIUS, INTO STEMWALL & FLOOR, LION. Q SURFACE FINISH MAYiES ROTHEAPED R FINISH CULPTED MONOLITHIC ST OR IS _ 4 5 g GA Any, scope of work not presented in these details / SHOTCRETE PLACEMENT OR OTHER FINISH COATING OR TROUGH IS I R,, H>_10' MAX: EXTENDALTERNATE BARS 48" BEYOND RADIUS, INTO STEMWALL & FLOOR, UON. �� Q ROOF SECTION �T#4@6'OCMAX EACH WAY 3 OPTIONAL 1 - - - - - shall be addressed byih. Engineer, prior to work. LAP SPLICES ARE NOT PERMITTED IN ALTERNATE BARS. ♦ ♦ Q TRANSITION REIM MMR OF CANTILEVER 2 •, ,-~ H H G.2 If highly expansive soil or unusual site conditions are / Q SUN COVER: 9"MIN,1i' MAX THICKNESS ' - - POOL SPA discovered, written advisement is required from the B.3 EXTRA REBAR IS REQUIRED IN THE STEMWALL AT THE ACCESS RAMP EXCAVATION OR AREAS OF '� LIGHT '♦ SHELL GROTTO ' - CJ ok " ^ • 2"CLR Engineer prior to addtionat construction or work. LOOSE SOIL OR NON -COMPACTED BACKFILL: ADD ONE ALTERNATE REBAR TO RADIUS. •t '� 8 MAx ' 4 #4 REBAR � G.3 Excavations exposing loose or granular soil 6 •♦ ♦ NICHE / ♦. 8 , 0,• G conditionsma be dressed with shotcrete cover S CANTILEVER: F X B.4 ANY ADDITIONAL REINFORCEMENT MAY BE ADDED TO FACILITATE CONSTRUCTION. ♦ ♦ - � TYP rn (flash) to stabilize the excavation site. `-� 2 FEATURE MAY T WIDTH STEPPED HAUJNCH B.5 REBAR LAP SPLICES TO BE 40 BAR -DIAMETERS MINIMUM. A BY-PASS LAP SPLICE IS RECOMMENDED. I �f ' R - BE DETACHED OR MONOLITHIC CHAMfFER GA If a seep or high ground water is discovered prior A 21/2" MINIMUM CLEARANCE IS RECOMMENDED BETWEEN ALL REINFORCEMENT WHEN FEASIBLE. ¢ 1 / r IN MIN { FROM GROTTO -BB to completion, then a hydrostatic relief device is <i R = 2' MIN THICKNESS POOL required. See Detail 1.0. B.6 ALLOWABLE REBAR SUBSTITUTIONS: TWO #3--> ONE #4. � / �� TYPICAL CJ ok I H SPA J 0 9 I N� 3 GROTTO SHELL POOL G.5 If site is subject to high round water, place and o REQUIRED REBAR: ' NDEN EwN " IE--�I BENCH consolidate a 4" minimum depth of 3/4" or 1 1/2" 6.7 PIPE PENETRATIONS TO POOUSPA (PLASTER OR CEMENT WATER SEAL) NEED NOT BE COVERED. 0 _ _ , _ _ 12 MIN WIDTH _ _ _ _ _ H crushed rock over the limits of the floor. 0 FRONT FACE, #3 x 4 � 12" MIN EMBEDMENT I � Ir PER PLAN G.6 Apply shotcrete against undisturbed firm native A PIPE WATER -STOP FLANGE IS RECOMMENDED FOR ALL WET PIPE PENETRATIONS. POOL SHELL pply DIAGONALS, TOTAL 4 S soil. Soil compaction is required on all fill sections: MAY VARY B.8 FOUNTAIN HEADS, SHEAR -DESCENT OR OTHER FEATURE MAY BE EMBEDDED IN ANY STEMWALL. PLAN VIEW SECTION E �- - - 2 SEE NOTE G.11 90% max dry density perASTMD1557. STANDARD REBAR NOT SHOWN. DBL #4 REBAR G.7 Verify saturaturation of expansive soils prior to shotcrete SCHEDULE B - STRUCTURAL REBAR & SECTION DIMENSIONS 1>91.0 LIGHT 1>11.0 GROTTO - FEATURES MAY VARY PER PLAN S NO SCALE 1>12.0 DESIGN HEIGHT 'H' G.8 pllashotcrete em nt: Wett--Cure required. r 7 days after SET FULL -DEPTH MASTIC OR EXP JOINT HEIGHT r-Ar-T OUTDOOR SWIMMING POOL SHALL DE G.9 Do not surcharge stemwalls with vehicles or OIED WITH DROWNING PREVENTION LACE CONTINUOUS BOND BREAKER BETWEEN ADJACENT FOOTING O KEYNOTES earthmoving equipment: 'No Drive'Zone. BETWEEN CONCRETE DECKS MAY TWO #4 REBAR MINIMUM REQ'DYFEATURES THAT COMPLY WITH G.10 Prevent build-up of hydrostatic pressure behind all AND BRICK OR FOR BOND BEAM & STEMWALLALIFORNIAHEALTH AND SAFETY CODE ALL CONCRETE DECKS AND STEMWALL 5' MIN OFFSET 1 BOND BEAM OR BOUNDARY STEMWALL TO structural sections. Provide positive drainage for all MANUF COPING -HOOKED REBAR IS M,�, VARY BOUNDARY REINFORCEMENTECTION 7 7 5920-1 1592B. THESE y HAVE A GRADUAL TRANSITION BELOW THEraised stemwalls and retaining walls. Pervious materia OPTIONAL - -; SEE SCHEDULE B, NOTE B.2 B.5 FEATURES SHALL GE INSTALLED, INSPECTED CONCRETE -DECK SHOWN. SEE SKIMMER OR OTHER EMBEDDED FEATURES or manufactured systems (Mirafi, Grace, Amerdrain, • i• . ® , ,' ' AND APPROVED PRIOR TO PLASTERING OR POOL PLANS FOR TREATMENT -� NO SLOPE .• , ,•. ::::, FG _ FILLING WITH WATER. 6 6" MIN STRUCTURAL SECTION. conjunction Other) maybe used in leiu of, m in � D, � � I .;:;t.• 1;;;,,�;;._:;,;� FG :: conjunction with drain pipe collection systems. ' 8 8" MIN REBAR HOOK. BB, TYPICAL V BB Stormwater drains and/or swails are recommended 3 #3 I 15 EXTEND REBAR LEG 15" MINIMUM. to capture & convey all surface watershed from " •.r '•' 24 EXTEND REBAR 24" BEYOND RADIUS. ascending slopes prior to contact with stemwalls. 1 1l2 MIN, TYPICAL PERMISSIBLE PLUMBING G.11 The design height H for each structural section, 1 D DRAIN REQ'D IF BACKSLOPE: 3" PERF PIPE DIMENSIONS SPACE REBAR w LOCATION. SEE LEGEND shall be taken as the max height between the 1 HAUNCH I J SEE BUILDER PLAN FOR j IN FILTER FABRIC, SET IN PERVIOUS MATERIAL structure floor and the Finish Grade or the height MAY VARY FOR LIGHT NICHE ADD 12" MIN SOIL CAP AT FG. OTHER SYSTEM, of water to be retained, whichever is greatest. See STEPS, BENCHES � SWIM -OUT PER PLAN Lew STD REBAR & SPACING MANUF OR FIELD FABRICATED, MAY BE USED Detail 12 and Schedule B for the required section. 1> COPING/BRICK 1> BB HAUNCH I C.) REBAR IS OPTIONALI �t312" OC MAX OR TO CONVEY OR CAPTURE. SEE NOTE G.10 G.12 Construction and all features shall conform to the an IN STEPS &BENCHES #418" OC MAX SO STANDARD REBAR SIZE &SPACINGstandards and guidance as published by ANSI/APSP ALTERNATE BB MAY BE USED WITH ANY STEMWALL. o ,♦' HORIZONTAL & VERTICAL . (American PooVSpa Association) and the 2007 CBC. THE BB'HAUNCH' ISNOT RECOMMENDED AT SITES j 4.1 SECTION MAY VARY FOR / 1 TYPICAL www.The Swimmin ool Engineer. SUBJECT TO FREEZE -THAW OR HIGHLY EXPANSIVE SOILS. i 'TANNING SHELF' OR ,/• - r RUC T ENSIC Construction B 'BEACH ENTRY' y I 1°�t F S �iLLi-4 - �o S I ! y • LEGEND PLUMBING PENETRATIONS THROUGH m r BUILDING r nlOr /� /Alr5r,��P �,`�Q �J� REI<<YAFtic N at u ra b es n WALL OR FLOOR, 6 MAX DIAMETER: 3" MIN CLEARANCE REQ'D T PERMIT#'b11-,0Wr (' �� c, Q t�` g R RADIUS COMPLY WITH 2007 �NO ADDITIONAL REBAR REQ'D, BETWEEN REBAR & EARTH, �• ASSESSOR'S NOPIP'ECOVERREQD •-:• 2 -L/o_0,31- THE 2007 CBC CMC CPC BB BOND BEAM CALIFORNIA ♦ ALL CASES, TYPICAL _ 1.- PARCEL 7 ^ 4 No. 53583 CEC, AND 2005 CALIFORNIA TYPICAL Exp.6/30/09 ENERGY STANDARDS AS RBB RAISED BOND BEAM ELECTRICAL CODE � • �• - - • j- - � = , ��� * C � \� FG FINISH GRADE, VARIES '� �:''' �v y-� LEG BENT REBAR EXTENSION ARTICLE 680 •`. s�,�•��•' `�7�V�'e �T�rF IVI O�� AMENDED BY THE JURISDICTION E. r i' �,�• NO SCALE -THIS SHEETit"'�a'~,,t-rr member OFCAUF APPLY TO THIS PROJECT. OPT OPTIONAL PLACEMENT . �t - , - . - . • DESIGN CRITERIA & MATERIAL SPECIFICATIONS, UON VAR DIMENSION MAY VARY NOTE: 1. EXPANSIVE SOIL STEEL SCHEDULE TYPICAL. SOIL 125 PAF EFP 100 2:1 BACKSLUrt.�� member LION UNLESS OTHERWISE NOTED. SHOTCRETE THICKNESS TO BE INCREASED 2. EX SOILS REPORT: INITIALED GRADE SOIL BEARING TAKEN AS 1500 PSE. AmedcanSocietyofCivilEngineers CQ LIC 426266 WHENSHAPED�TRBUILD BUILDER NS AS 3. REINFORCEMENT: STANDARD REINFORCEMENT CONFORMING TOASTMA615.40(GR 40). STANDARD PLAN .FOR EXPANSIVE SOIL PERMISSIBLE LOCATION OF MISC AS FAUX ROCK, PER BUILDER PLAN 'O" NON-METALLIC PIPE / CONDUIT. 4. SHOTCRETE / GUNITE: CONFORM TO ACI 506 (DRY OR WET), 2500 PSI IN 28 DAYS. Site Y "`1° OO COVER PIPE w/ PAPER OR PLASTIC. NOTE: 1> SECTION A - TYPICAL 5. DESIGN & STRUCTURAL DESIGNATIONS CONFORM TO THE 2007 CBC. �C,'d 9 �V4 ,�.�.„ ^;s. ,N See the attached .614 e�9"' .•��";h��` PIM: mayor" Swimming Pool Requirements 2351 Sunset Blvd. Suite 170, Rocklin, CIS 95765 FILE COPY OWNER Tr4LA APN Q )Z- 2 jl-?T27 BP�/_DJ i C' FILE COPY OWNER Tr4LA APN Q )Z- 2 jl-?T27 BP�/_DJ i