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HomeMy WebLinkAboutB17-1929 070-090-019From: 6,9 Paul Reilly, PE Engineering Services Swimming Pool Plan -Use Authorization Swimming Pool Engineering August 16, 2017 Project Type: Authorized Builder: Attention: R3 (Residential), Group U Blue Haven Pools Butte County Building Dept. Site: Lori Rodgers Lic Class C53, No. 934975 7 County Center Drive, Groville 120 Melrose Dr. 3330 Highway 32, Suite B Phone (530) 538-2875 Oroville CA 95965 Chico, CA 95973 Butte County Building Department — The referenced builder is authorized to use the engineering pian at the referenced site: APE "Standard Plan for Swimming Pool & Spa", Sheet SP1. The swimming pool permit submittal from the builder must include: 1. two APE (sealed) detail plan sheets (Sheet No. SP1) and 2. two APE (sealed) calculation sets. 13UTTE, COMITTY AUG 2201(i Oft DE«I.QPMENT SERVICE 81 Thero ert owner name and site address must be printed on the plan sheets and calculation sets. p p Y Please allow the APE swimming pool submittal to be processed for this referenced site. Please contact me if you have any questions. 1 Paul Reilly, PE Note: Authorized signatories for the referenced structural plan SP 1 are: Paulo Ibanez, RCE 61896, and Paul Reilly, RCE 53583 2351 Sunset Blvd, Suite 170, Rocklin, Ca 95765 Ph 916 768-4656 Fx 916 435-9544 �e Be safe ! 7W SATE PLAN.. AssessorsIParcel Number: -- 1 Butte County Departmenit of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.778 \v\v\y.bL1ttCcountv.net/dds .Q FO -1 Permit #: FORM NO DBP -3 -.. ...............•r..... aaaa ..wcaw-r......•r.•....•ww...r... r....... r ...... .•....•. ...•.••..... .. �........ ........ r ..... •...•.....�.aa..w..r.•....•r.♦...aa.....a..�........ ........ . ....... ........ ......... ....... ....•......... }}..��}..�,� ....•.................w...•.. ...•.•. .......r•.......aa....wc....w...•..r.....a.r..aaa.. wiaaw..w.r.•.....ra....w.r..w•a.•w•..........a....raa.a..•r.......r...•.aar..lwa.•w-. •..•a•... ••l..l.a.a.. w..war•.w....r....•..a...awa..rw..••..r.•...... ra.... aar.. w•c.•r•...•..r..a . �a�__• ZSt1ALL Ut IN.`S 1 ALLtV AJ UtZSL;KltjtIJ 1N I till /1K t ivies. COUNTY NOTE: swimming pool shall comply with ~•-••-• Comply with current California Energy • Swimjn;i�,- f�ooie3� dot -2066 a��� -••-----= CEC 680.26 Health and Saff��y Code, Sectkns 1 15920- AUG '� ...-.... Commission requirements for swimming -..-•i EQUIPOTENnAL BOND BONDED PARTS pools, pool equipment, plumbing fittings, 1 THROUGH 7 SHALL BE BONDED I10, 9 _•--••-.. 680.26CB)C) C) DEVELOPIVME� and heating equipment Complete Anti -Entrapment Certification Form. gTOGETHER BONDING ........ _. • . • _ .. . • - , _ .,. _• •._ . _• Provide to building inspector prior to final inspection SERVICES aRR. �Y H•♦wRRwf� .rr 4. • f z .wRw..; jj • i� � i \)e 3U 7E COUN iY DEVELOPMENT SERVICES T. r � �p6'•� •wRRwwww♦� v4V 1{1{ 1 : E � ::F---'0'1)1 • �:-J �:. �.......�.� +, Fj +r,4w•510."01 1,✓ ` ,.aw. 'r✓ +..r :wwwwww}+ .. . ... • C� T • '07,.! ..r • • S_ C— .wwww,ww+ .wwwwww= ..wr••..3 �• i ...a....s • ♦rr••.•�....••.[l.rr..•.l..r••...• y.•♦••....rrrwcarr.!•rr••.••♦a••.♦!•crw•..:llwalwl.lrrsN....•..•wl►►r.•alwlsww l&7 !.•.•.ww.••..lY.r..l..slr•1••...•••.!.♦•♦.•[a.r■Y••!!i/r1.1.•r y..•a•....a.1.Y■w..rrr►..!•I.••.••a..fY•.arr...rr..••rN!..!♦•!.!<.!!!la.r.wi.•!!.■r•••.1.M.•.!!♦la.a.a•.lr11a...••l..a.•Y••aa•cll...rr•.r••.•••y• Owner Name: Lo -v°"'} A o Site Location: i\AC ra sjv�1 Contact name: 2,itk� t&l k%-Oo e Phone: Flood Zone: Scale 1 "_ Revi5ec, 1.-0.2015 Scope of Work: Page 1 of 1 ■.•I.rrr••••1•:►.•...t•;•rr.•..........♦•rN..•.r..•• w..+r...:........ w ........ ..•..... ........ ..•.•••..!•• ! • • K w ♦ • ■ • r w a NOTE: See the attached swim Pool Requirements • : i jr.♦•.♦ar i .wwww■ww. w i ;rr.•.♦wr w DEVt:.�>'1 ;-NT SFIZliCES COPYRIGHT LAWS APPLY TO THIS SHEET EXISTING RETAINING WALL, AS OCCURS ?� -OFFSET I MAX H =12 FEET 1. FIND MAX "H" (POOL DEPTH + RBB), AS APPLIES. 2. REFER TO "DETAIL B" FOR STRUCTURAL SECTION. 3. THE "BUILD" SECTION MAY CHANGE WITH POOL DEPTH. 4. OFFSET TO RETAINING WALL ABOVE THE BB MAY VARY. 5. IF OFFSET RETAINING WALL IS BELOW THE BB: THEN CONTACT THE ENGINEER FOR ADDITIONAL EVALUATION. 6. IF PORTIONS OF AN EXISTING RETAINING WALL ARE REMOVED, THEN RECONSTRUCTED PORTIONS MUST MEET CURRENT CODES. CONTACT THE ENGINEER. I> Al. SHEET KEY (BEGIN) THICKNESS CASE 2: RBB OR OTHER � - RBB a x ' ALTERNATE BAR CASE 1: TOP OF STD BB I I -BB a �I 00 ALTERNATE BAR o 0 FOR (H) > 48" (H) + RADIUS = (2) / - T i `J5 R� FLOOR < EXTEND P ALTERNATE BAR SECTION RADIUS (LION) FOR H < 8', EXTEND 2' (H) < 48", R = 12" FOR H > 8', EXTEND 6' (H) > 48", USE (H)/2 (PRIMARY REINFORCEMENT NOT SHOWN) GEOMETRY & ALTERNATE BARS w TABLE B - REBAR & SECTION THICKNESS F01 (H) HEIGHT MAX THICKNESS WALL & FLOOR REINFORCEMENT TYPICAL SECTION ALT BARS J 6 INCH 0 STANDARD NA H 01-4" LU -� 0 4N J 2'-6" N 4, 3"-ECCE"J 6" T -O" V-3" w w c" LU cn w w o Cn LU w Qx 0 W 0 in o 00 w z z w i w 3: LL p w N =3 x w x it THICKNESS CASE 2: RBB OR OTHER � - RBB a x ' ALTERNATE BAR CASE 1: TOP OF STD BB I I -BB a �I 00 ALTERNATE BAR o 0 FOR (H) > 48" (H) + RADIUS = (2) / - T i `J5 R� FLOOR < EXTEND P ALTERNATE BAR SECTION RADIUS (LION) FOR H < 8', EXTEND 2' (H) < 48", R = 12" FOR H > 8', EXTEND 6' (H) > 48", USE (H)/2 (PRIMARY REINFORCEMENT NOT SHOWN) GEOMETRY & ALTERNATE BARS w TABLE B - REBAR & SECTION THICKNESS F01 (H) HEIGHT MAX THICKNESS WALL & FLOOR REINFORCEMENT TYPICAL SECTION ALT BARS 0 To 6 FT 6 INCH 0 STANDARD NA 1'-6" 01-4" T�kiV[3AR -� 40+T 4N na 2'-6" N 4, 3"-ECCE"J 6" I� B. STRUCTURAL SECTION MASONRY OR COPING AT BB: PROVIDE FULL -DEPTH MASTIC 24" MAX OR EXPANSION JOINT T� 4t_ © BOND DECK TO POOL REBAR HAUNCH ' BB OPTION D COPINGBRICK D BB HAUNCH COPYRIGHT LAWS APPLY TO THIS SHEET COPYRIGHT LAWS APPLY TO THIS SHEET DECK, CAP OR GRADE 4'-0" MAX FG 0 0 10" MIN USE: CIP CONCRETE, SHOTCRETE, OR SOLID -GROUT CMU BLOCK. MAY VARY PER PLANO 0 17 0 DEXTERIOR FACE: EXTERIOR FACE: FC' 0 Pr 21 #412" OC MAX #412" OC MAX FG TABLE 45 - - _ $ EACH WAY r - - I I C -© EACH WAY 8" (' 6 = O = S O /=moo V I I O CD Z _ V Z 4 6$ O FG S z 10" To 12" STEM w a Io 7" MIN � M w WP FACE - - WP FACE c� B •o O O =� �•+ lo•a.4o. o �C o cn 2"CLR, TYP 10" MAX �'' ADD ONE w = FS ALT BAR 2" CLR BASIN TOE IOD nNp o p S >� TYPICAL w - I• co FG H MAX TOE WIDTH FOOTING * KEY 1'-0" na 1'-0" na 1'-6" 01-4" 11-4" na 2'-0" 0'-6" V-6" na 2'-6" V-3" 2'-3" 6" T -O" V-3" 2'-3" 6" °O • TYP M IDESIGN CRITERIA: SLOPE 2:1, SOIL BO BEARING 1500 PSF MAX, EFP 45 PCF, fflz J C I7; ADD ONE 6 S LU PASSIVE RESISTANCE: 200 PSF/FT. --i " O O w 14 TYPICAL Q STONE MASONRY TV RBB FEATURE FG ALT BAR 12„ -141 " ®#4 REBAR 16 CC MAX, EW CASE 1 CASE 2 CASE 3 S 15 S ©BOND DECK TO POOL REBAR �DOWEL: WHEN KEY 3O" MAX ¢ 1. CJ WHEN THE TOTAL FEATURE NOTES SEPARATE BB REBAR AND ADD TYPICAL SECTIONS VMI Zn 6 j 15 NOTES FOOTING WIDTH ADD #4 REBAR 12" CC REQUIRED, Q WIDTH IS GREATER THAN 21-6". 1. MAX NOTCH DIMENSION: 6 -INCHES 1. GEOCOMPOSITE BACKING REQUIRED. SEE NOTE G.7. 0 2. SHELF OR STEPPED SECTION(S) 2. STEM WIDTH, WATER -LINE, OR FINISH GRADE MAY VARY. *CASE 1 IBASIN SIZE *CASE 2 2. SET FULL -DEPTH CJ BETWEEN SEAT WALL AND POOL Q MAY VARY PER BUILDER PLAN. 3. EMBEDDED FEATURE: INSTALL PER MANUF SPECIFICATIONS. MAY VARY I 6' MIN --�I STRUCTURE OR OTHER CONCRETE CONSTRUCTS. NOTE: VAULT MAY BE DETACHED FROM POOL SHELL. 4. MASONRY: USE TYPE S, PORTLAND CEMENT -LIME MORTAR. NOTES 3. FOR SEAT WALLS (H < 24") THAT DO NOT RETAIN EARTH * RECONCILE ALL DIMENSIONS WITH THE MANUF © RAISED CURB(S) MAY BE MATERIAL AND PRACTICE SHALL CONFORM TO STANDARDS 1. STEMWALL BASE MUST BE OFFSET FROM ANY (DESCENDING SLOPE: T MIN TO SLOPE FACE. CENTER THE WALL ABOVE AN 18" MIN WIDTH FOOTING. SPECIFICATIONS FOR EACH JOB PRIOR TO WORK. ADDED TO ANY FEATURE. AS PROVIDED BY ACI 530.1, ASCE 6, AND TMS 602. 2. SEE "GENERAL NOTES" AND "DETAIL B" FOR ALL OTHER REQUIREMENTS. * 4. KEY NOT REQ'D WHEN WALL BASE IS RESTRAINED BY SOG. © A2. VAULT OR FEATURE ® A3. ROCK (BENCH or FEATURE C' A4. STEM NOTCH & RBB HAUNCH © A5. VANISHING EDGE * DETAIL NOTES APPLY TO BOTH SECTIONS D A6. SEAT WALL ENTRY STEP W SEE BUILDER PLAN FOR ADDITIONAL INFORMATION. -0 PRIMARY BAR 8' BB CAP 0 G1 THE BUILDER MUST EXCERCISE DUE -DILIGENCE TO SPACING SHALLOW VERIFY THAT THE SITE IS FREE OF UTILITY CONFLICTS SLOPE $ 6 BENCH $ S 0+ AND THAT NO SIGNIFICANT SOIL DEFECTS EXIST. • ¢ • ¢ • ¢ • 7.1 MAX w WP FACE ' _ WP FACE G2 IF DIFFERING SITE CONDITIONS OR SCOPE OF WORK: CONSULT THE ENGINEER PRIOR TO CONSTRUCTION. U4. 6 S d I �' „ „ „ G3 A GEOTECHNICAL EVALUATION IS RECOMMENDED FOR (2) ALTERNATE BARS N w = FG 7 STEM FG 10 To 12 STEM ALL BUILDING PROJECTS & EXCAVATIONS. D 6.4 • M ,►; 2� 2� G4 SOIL COMPACTION (WITH GEOTECH OBSERVATION) IS FGADD ONE #4 T ADD ONE #4 REQUIRED ON ALL FILL SOIL: COMPACT ALL FILL TO 90% • AT MAX DRY DENSITY PER ASTM D1557. IF HIGHLY •.o' - ° • ' . , • `, : Z FULL -HEIGHT _ W FULL -HEIGHT EXPANSIVE SOILS OR UNUSUAL SITE CONDITIONS ARE i I.. MIN 9" ; • 4 q . e. .:' PERIMETER: ' • " ' •' ° ALTERNATE BAR r ALTERNATE BAR DISCOVERED, STOP -WORK AND NOTIFY THE ENGINEER. � w .• ,...... ....: .• • '..• 12 WIDTH, � ' ¢ • • L `' _ - -/lid - �/`+�+ ' �•` ` '� 0Z . SATURATE EXPANSIVE SOILS PRIOR TO SHOTCRETE. 12" MIN EMBEDMENT LU t2'M1N RADIUS C2'MIN RADIUS (1) ALTERNATE BAR BENCH or SHELF INCLINED ENTRY CONSOLIDATE 12" MIN THICK IN NATIVE MATERIAL G5 SHOTCRETE APPLICATION: ACI CERTIFIED NOZZLEMAN CRUSHED -ROCK BEDDING iv w • cv w (WITH CREDENTIAL) IS REQUIRED TO PERFORM WORK. APPLY SHOTCRETE TO UNDISTURBED FIRM NATIVE BELOW SHALLOW BENCH SLOPE OFFSET: T MIN I, • • ,I, SOIL OR ENGINEERED SUBGRADE. KEEP SHOTCRETE 1 ALTERNATE BARS ARE REQUIRED WHEN (H) > 6 -FEET 1� W MOIST FOR 7 -DAYS MINIMUM AFTER APPLICATION. ;r : �:..• ►�:.'� °: AND MUST BE PLACED BETWEEN THE PRIMARY NOTES O G6 PREVENT BUILD-UP OF HYDROSTATIC PRESSURE FOR 1. WHEN CLAY SOILS ARE PRESENT, RECOMMEND OVER- * NO PIPING OR CONDUITS * DROP -STEM: ALL STRUCTURAL SECTIONS AND PROVIDE POSITIVE VERTICAL REINFORCEMENT. EXCAVATION BELOW SHALLOW BENCHES & BEACH ENTRY. PERMITTED IN STEMWALL 12" WIDTH DRAINAGE BEHIND BOTH STEMWALLS AND RETAINING 2 ALTERNATE REBAR MUST BE THE SAME SIZE AND GRADE NOTES CASE 1 CASE 2 SEE NOTE 2 WALLS. IF A SEEP OR HIGH-WATER IS DISCOVERED, AS THE PRIMARY VERTICAL REINFORCEMENT, LION. 2. INTENT: TO REMOVE AND REPLACE HIGHLY EXPANSIVE 1. THE STEMWALL BASE MUST BE OFFSET FROM ANY THEN A HYDROSTATIC RELIEF DEVICE IS REQUIRED: 3 ALTERNATE REBAR NEED NOT CROSS OTHER OR UNSUITABLE MATERIAL WITHIN THE ACTIVE -SOIL ZONE. DESCENDING SLOPE: T MIN TO SLOPE FACE. NOTES CONSOLIDATE AN AGGREGATE -BEDDING WITH GRAVEL ALTERNATE REBAR BELOW CORNERS OR CURVES. 3. IF THE PROPERTIES OF THE SOIL ARE UNKNOWN, THE 2. ENTRY STEP MUST NOT EXCEED 12" BELOW BB CAP. 1. THE STEMWALL BASE MUST BE OFFSET FROM ANY DESCENDING SLOPE: T MIN TO SLOPE FACE. OR CLASS it AGGREGATE BASE ON THE FLOOR. 4 LAP SPLICES ARE NOT PERMITTED IN ALTERNATE BARS. BUILDER SHOULD CONSULT A GEOTECHNICAL ENGINEER. 3. SEE "GENERAL NOTES" G.6 FOR OTHER REQUIREMENTS. 2. OPTIONAL DROP -STEM MAY BE ADDED TO ACHIEVE THE 2 -FOOT MIN EMBEDMENT ('CASE 2" ONLY). G7 STORMWATER DRAINS AND/OR SWALES ARE REQUIRED PLACE UNDERDRAIN AND/OR CRUSHED ROCK BEDDING TO COLLECT/CONVEY WATER, AS -NEEDED. TO CAPTURE & CONVEY ALL SURFACE WATERSHED FROM ASCENDING SLOPES PRIOR TO CONTACT WITH © b1. ALTERNATE BARS D b2. BENCH or BEACH ENTRY D b3. SHALLOW BENCH 1> Cl. EXTENDED (CANTILEVER) STEMWALLS STEMWALLS. PERVIOUS MATERIAL CAN BE USED IN CONJUNCTION WITH MANUF GEO-COMPOSITE SYSTEMS (MIRAFI, GRACE, AMERDRAIN, TOTAL DRAIN, OTHER), SINGLE BEND SEE "SECTION A - TYPICAL" FOR OTHER REQUIREMENTS AND/OR DRAIN PIPE SYSTEMS. 8' MAX DIMENSION 1.1 REINFORCEMENT MUST CONFORM TO ASTM A615-40. OR 25"MIN 8" NP 10" G8 DO NOT SURCHARGE STEMWALLS WITH VEHICLES 1.2 REINFORCEMENT CLEARANCE TO EARTH: 3 -INCHES MIN. OR EARTH -MOVING EQUIPMENT: "NO DRIVE ZONE." 1.3 ABY -PASS LAP SPLICE IS RECOMMENDED. IF CONTACT G9 FOR STRUCTURAL SECTION REQUIREMENTS SEE LAP -SPLICES ARE PERMITTED, THE OUTER BAR MUST CASE 1 BB-_�� �M_,��_ s DETAIL B. (H) =HEIGHT OF RETAINED EARTH. BE SET UPON THE INNER REINFORCEMENT BAR. SPA SEE APPLICABLE CODES FOR ALL IMPROVEMENTS: - • GRADE 40: LAP SPLICES = 40 BAR -DIAMETERS MIN. SINGLE -LAYER FRONT -FACE + � . f � G10 (INTERSECTIONS DOUBLE HOOP: OPTIONAL + DESIGN FEATURES AND WORK MUST CONFORM N THE • GRADE 60: LAP SPLICES = 60 BAR -DIAMETERS MIN. " + 'CALIFORNIA SWIMMING POOL AND SPA CODE" AND THE 1.4 ADJACENT LAP SPLICES SHOULD BE STAGGERED. (2) #3 REBAR x 96 PIPING O r, c� g 1- ` " zo 2016 CALIFORNIA BUILDING CODE. j 90° 135° 180° S TYPICAL $ FG -�_. _ _.___..- _ f - _- S ., 1.5 PROVIDE 21/2" MIN CLEARANCE BETWEEN PARALLEL =1_ LIGHT io i i I FS © GENERAL NOTES BARS, AND 1 BETWEEN PIPING AND REINFORCEMENT. 1.6 ADD (1) ALTERNATE BAR: AT THE EXCAVATION ACCESS 2" DIA„ TYP - MINI"'- NICHE ^ \ .�. _ I ± _ �� "* RAMP (AS OCCURS). BENCHES 1.7 ADD (1) ALTERNATE BAR: IN WALL SECTIONS ADJACENT REINFORCEMENT: (SENDS & SHAPES TYPICAL MAY �/�' �.% y ` 1 ® #4 REBAR 12" OC MAX SPACING (16" OC FOR CMU). TO UNCOMPACTED OR LOOSE SOIL (AS OCCURS). 6 VARY 6" GRAVEL BED 1.8 ADDITIONAL REBAR REQUIRED WHEN THE WALL -FLOOR n¢ CASE 2 .+ THE LIMITS OF RECOMMENDED © 6" MIN THICKNESS CONCRETE/SHOTCRETE/GUNITE. . STD STEM SHOWN AT' BB STEM w/HAUNCH SHOWN RADIUS IS LESS THAN (H)/2: ADD (1) ALT BAR FOR EACH -�- N FRONT -FACE EXCAVATON J MAY VARY - O7 7 MIN THICKNESS CONCRETE/SHOTCRETE/GUNITE, FOOT THE WALL -FLOOR RADIUS HAS BEEN REDUCED. \`��_ o DIAGONALS: ISOLATED FIREPIT I PLANTER / WATER FEATURE 1.9 ALLOWABLE REBAR SUBSTITUTIONS: \- </ a (4) #3 REBAR x 48" ISO ELEVATION 24 EXTEND REBAR LEG 24' MIN EACH END, AS APPLIES. (1) #4 REBAR -+ (2) #3 REBAR (SPACED 21/2" APART). TOP DF BB. %> ���` 1.10 PIPE WRAP IS NOT REQUIRED ON PIPE PENETRATIONS #3 REBAR �� CASE 1 CASE 2 SEE NOTES O DRAIN REQUIRED: 3" PERF RIGID PIPL IN FILTE OR EMBEDDED NON-METALIC PIPE. �'\ NOTES: NOTES NOTE 3 1. FEATURE MAY BE ROUND, OVAL OR RECTANGULAR. FABRIC, IN PERVIOUS MATERIAL. ASD 12' MIN - 1.11 A PIPE WATERSTOP IS RECOMMENDED FOR ALL PIPE + <_ _. _ 1. STANDARD REINFORCEMENT NOT SHOWN. 1. REINFORCEMENT MAY BE CONTINUOUS OR MAY HAVE 2. MAY BE SET DIRECTLY UPON CONCRETE SURFACE DEPTH SOIL CAP AT FG. CAPTURE & CONVEY PENETRATIONS FOR WALLS OR FLOORS. 2. INSTALL NICHE PER MANUF SPECIFICATIONS. HOOKED RETURNS WHERE SECTION CHANGES OCCUR. WITHOUT EMBEDMENT; DOWELS RECOMMENDED. WATER AT SURFACE. SEE NOTE G7. 1.12 FOUNTAIN HEADS, SHEAR -DESCENT OR OTHER 3. NO ADDITIONAL REINFORCEMENT IS REQUIRED 2. AN ISOLATION WALL BETWEEN THE POOL & SPA MAY BE SET 3. DRY FEATURE: PROVIDE DRAIN OR WEEP HOLES. - - SO STANDARD REBAR SIZE & SPACING: FEATURES MAYBE EMBEDDED IN ANY STEMWALL. FOR LED OR OTHER LIGHTS WHEN INSTALLED WITH A MIN WIDTH OF 8 -INCHES (NO EMBEDDED PIPING). 4. WET FEATURE: ADD 6" THICK SLAB BASE. �. 1.14 ADDITIONAL REINFORCEMENT (TIES OR BRACING) o o WITHOUT A NICHE OR IN PIPE PENETRATIONS. 3. AS OCCURS, EXTEND POOL VERTICAL REBAR TO SPA ABOVE. 5. PIPING, CONDUIT & GAS VALVE BOX NOT SHOWN. #3 REBAR 12" OC MAX, EACH WAY, TYPICAL. P MAY BE ADDED TO FACILITATE CONSTRUCTION. BB I ° © b4. REINFORCEMENT ©b5. SKIMMER PLAN VIEW I> b6. LIGHT NICHE I> C2. SPA or WATER FEATURE I> C3, FEATURE CONSTRUCT 1> KEYNOTES ( AGENCY USE) 0% og - RBB ELEVATION PLACE CONTINUOUS BOND BREAKER BETWEEN FOUNDATION OFFSET BUTTE `� d 9. eer` 2'1 tij CONCRETE DECKS AND STEMWALL S MINIMUM COLUMN BUILDINGOr COUNI•Y a J00 erg�n �X SKIMMER OD BOND DECK TO POOL: 9e PH: (916) 768-4656 MAY VARY ADD STIRRUP REF CEC ARTICLE 680 D; 2351 SUNSET BLVD, SUITE 170, ROCKLIN, 95765 POOL.ENGINEER@GMAIL.COM ___ -7-- - -- AUG4 J FG ° ` ZO17 U O . D. SSIONAC - BB S ;\ N WATER LINE BB pO 4%' DEVELOPMENT 2016 CBC Q�oF� ILLY FN�� / STIRRUP SKIMMER i� O o O �� -REBAR SPACING ,►� = 2" TYPICAL SERVICES & LOCATION ADD #4x4'----_�• c� ENTRY STEPS, CONVENTION: ���lJ JMAY VARY 12" RISERS, 12"TREADS, TYP 817- 7 c � _ (3) #3 REBAR (MINIMUM) co a - LAP SPLICE J SEE BUILDER PLAN FOR (BB HAUNCH OPTION SHOWN) w 1 583 OPTION STEPS, BENCHES & SWIM -OUTS 53 REBAR IS A BUILDER OPTION S STANDARD REBAR SIZE & SPACING: * No • IN STEPS &BENCHES, LION7- #312" OC MAX, EACH WAY, TYPICAL. ,r�ll ,. • ,< • BUTTE COUNTY DEVELOPMENT SERVICES SKIMMER ELEVATION STATE OF GP` Be Safe!REVI EVVED �'O GROUND & BOND LIGHT Be SIGNATURE ATTACHED ELECTRONICALLY +l - DE C u -4 AFFILIATIONS (MEMBER) �y� APSP -ASSOCIATION OF POOL 8� SPA PROFESSIONALS ALL METAL & FIXTURES • Alert ! AT �' /� �Y �'�/ SVABO - SACRAMENTO VALLEY ASSOCIATION OF BUILDING OFFICIALS REF CEC ARTICLE 680 REINFORCEMENT & SECTION GEOMETRY: ~' e SEE "DETAIL B, STRUCTURAL SIECTIONS" AGGREGGATE BEDDING 811 Permit & SEE "GENERAL NOTES" G.6 •�� Construction By: since PIPING OR OTHER PENETRATIONS ' Call Before BWE 1954 THROUGH WALL OR FLo10R: PE I 6" MAX DIA (O.D.) SLO .. . ; • You Dig REMOVABLE CAP H k"4EN 2016 CBC. DESIGN CRITERIA & MATERIAL SPECIFICATIONS 1. STRUCTURAL DESIGN FOR EXPANSIVE SOILS (EFP 60 MAX). ( AGENCY USE) POOUSPA MODEL WITH RESTRAINED TOE, 2:1 BACKSLOPE INCLUSIVE. - 2. SOIL TYPE: DESIGN ASSUMES SITE CLASS D, UNIT WT 110 PCF. SHEET TITLE: SITE: DESIGN: PFR HYDROSTATIC RELIEF DEVICE: c:::. SUMP. (1) OF (2) SUMPS SHOWN THIS PLAN DOES NOT APPLY TO SITES WITH HIGHLY EXPANSNE SOIL (> 60 EFP). CHECK: CMR SITE BUILT: EMBED 2" DIAMETER PVC I ::'.I 3. REINFORCEMENT CONFORMING TO ASTM A61 &40 (GR 40 or GR 60). STANDARD LA - - - -- - ------------------------ -- 05-09-2017 PERFORATED PIPE, 18" DEPTH INTO 4. SHOTCRETE / GUNITE: CONFORM TO CBC 1910 (DRY OR WET), 3000 PSI IN 28 DAYS. SHEET NUMBER 5. CALCULATIONS USE 2.5 KSI, SHOTCRETE STRENGTH TESTING NOT REQUIRED. PERVIOUS MATERIAL BELOW FLOOR. .::.' • • SECTION A TYPICAL ® for POOH O� Spa 6. AS APPLIES, A GEOTECHNICAL REPORT MAY BE PROVIDED WITH THIS SUBMITTAL. SEE NOTE "GENERAL NOTES" G.6 `' - % NO SCALE - THIS SHEET COPYRIGHT LAWS APPLY TO THIS SHEET COPYRIGHT LAWS APPLY TO THIS SHEET ALTERNATE BB SHAPES AND BB REBAR CONFIGURATIONS MAY VARY WITH BUILDER REQUIREMENT OR TRADE PRACTICE. LEGEND BB BOND BEAM RBB = RAISED BB CJ CONTROL JOINT (PAPER OR PLASTIC) EW EACH WAY (REBAR) FG FINISH GRADE, VARIES FS FINISH SURFACE H HEIGHT OF EARTH RETAINED LEG BENT REBAR EXTENSION OPT OPTIONAL PLACEMENT R RADIUS REINF. REINFORCEMENT SOG SLAB ON GRADE VAR DIMENSION MAY VARY UON UNLESS OTHERWISE NOTED WP WATER PROOF OPERMISSIBLE LOCATION OF nO PIPE OR CONDUIT. COPYRIGHT LAWS APPLY TO THIS SHEET j -r .1.