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Home My WebLink About8 Jessies Lane Pool Plan Section and DetailsNOTES: • LOCATION AND NUMBER OF LIGHTS AND SKIMMERS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY, T.B.D. PER POOL CONTRACTOR • SEE BSC GROUP SITE PLAN DRAWINGS DATED FEBRUARY 19, 2015 FOR POOL LOCATION AND ADDITIONAL INFORMATION. 26-0„ EDGE OF GUNITE SKIMMER (TYP.). SEE DETAIL '16/S -P FOR MORE INFO. POOL WALL (TYP.) 17 12 MAIN DRAIN. SEE DE AIL _ '15/S-1' FOR MORE INF w I PROPOSED SPA ' w BE14CH I O p PROPOSED POOL I PROVIDE 2 LAYERS OF TYP. REINFORCING AT SHARED BENCH SPA/POOL WALL POOL STAIRS. SEE SECTION '11 -S -I' FOR MORE INFO. LIGHT (TYP.). SEE DETAIL MAIN DRAIN. SEE DETAIL'15/S-1' ' 14/S-1' FOR MORE INFO. FOR MORE INFO. SKIMMER (TYP.). SEE DETAIL 6-0" 4'4" '16/S-1' FOR MORE INFO. EDGE OF GUNITE 10 POOLlSPA PLAN APPROX. SCALE: 1/4'= T-0" 26,-0" MAX. LENGTH40 — 12'-0" MAX. WIDTH 6'-0" MIN. T-6" MIN. 70, DEEP END 1001 SHALLOW END TRANSITION 4'-0" AUTO -COVER WATER LEVEL VAULT MAX SLOPE oT 1 F 3 R12' 3 MAX. EQUAL _ TYP. CONTINUOUS BOND BEAM @ TOP OF WALL w/ (3) #4 BARS COPING (TYP.) (TYP.) WATER SURFACE CONTINUOUS BOND BEAM @ 8" TOP OF WALL w/ (3) #4 BARS _ MIN. WHITE'MARLITE' /% 0 POOL FINISH (TYP.) POOL COPING P.)) (1Y 4 WATER SURFACE r �� 2" MIN. CLR. .a i 3/8 MIN. WHITE'MARLITE' i; (TYP. - WATER SIDE) POOL FINISH (TYP.) w; 2" MIN. CLR. FREE-DRAINI — (TYP. - WATER SIDE) STRUCTURAL i #3 @ 6" O.C. (VERT. AXIS) FILL (TYP.) #3 @ 12" O.C. EACH WAY %) #3 @ 12" O.C. (HORIZ. AXIS) TYP FREE-DRAINING 3" MIN. CLR. STRUCTURAL 4� (TYP. -SOIL SIDE) FILL Fw-) r r 3"MIN. CLR. TYP. - SOIL SIDE) / r,: iii ry r / 10" MIN.'GUNITE' PROVIDE ROCK PACK. SEE SECTION 8" MIN.'GUNITE' THICKNESS (TYP,) ri 2115-I' FOR MORE INFO. THICKNESS (TYP.) r, TYP. LOW WALL DETAIL i Z APPROX. SCALE: 5/8" = V.0" PROVIDE ROCK PACK. 5EE SECTION '21/5-I' FOR MORE INFO. 13 TYP. HIGH WALL DETAIL APPROX. SCALE: 5/8" = 1'-0" PLASTER TIGHT TO RING ANTI -VORTEX COVER 1V LC.1.11.UVA ABOVE WATER LEVEL COLLECTION TUBE 2" LINE VACUUM BREAKER NEW POOL LIGHT %" STONE (1 IOVNEW SOO L TO 2nd MAIN DRAIN OR SIDE SUCTION NOTE: DRAIN COVERS GROUND PER LIGHT r, % PROVIDE ADD'L #3 BENT SHALL BE VGB COMPLIANT MANU. SPECS. "E, - — BARS AS SHOWN (2 EACH WAY -4TOTAL) 15 MAINDRAIN DETAIL APPROX. SCALE: N.T.S. 14 POOL LIGHT DETAIL NOTES: APPROX. SCALE: N.T.S. 1. FOR ADDITIONAL POOL INFORMATION SEE POOL SUBMITTAL FILE BY THE POOL INSTALLER. 2. POOL TO BE CONSTRUCTED IN ACCORDANCE WITH THE 8TH EDITION OF THE MASSACHUSETTS BUILDING CODE, APPENDIX G 3. POOL STRUCTURE TO BE CONSTRUCTED ON UNDISTURBED PROOFROLLED NONORGANIC AND NON -EXPANSIVE SOIL WITH SPA (BEYOND) ROCK PACK: PROVIDE 4" MIN. THICKNESS A MINIMUM BEARING ALLOWABLE OF 3000 PSF AND A MIN. 4" CONC. WALL/FLOOR (TYP.). OF 1%" STONE @ FLOOR OF POOL (TYP.) LAYER OF 1%" COMPACTED STONE. ALL WORK TO BE IN SEE DETAILS'12&13/S-1' FORCOMPLIANCE WITH THE AMERICAN CONCRETE INSTITUTE MORE INFO. T-0" 11'/s" COPING ACI -318-02. POOL AUTO -COVER 11 (BY OTHERS) 4. SKIMMER, MAIN DRAIN, POOL LIGHT & RELATED DETAILS @ 3„ POOL STRUCTURE TO BE DESIGNED BY OTHERS AS REQ'D. 11 POOL SECTION - , �� 5. THE SHAPE AND DIMENSIONS OF THE POOL MAY BE ,r APPROX. SCALE: t/4" = 1'-0" r it ALTERED WITH THE FOLLOWING CAVEATS: 4„ / A. THE MAXIMUM LENGTH WILL BE 26'-0" ,` B. THE MAXIMUM WIDTH WILL BE 12'-0" COPING I' offI'-�� C, THE SHAPE MAY BE RECTANGULAR OR IRREGULAR. PROVIDE HEAVY DUTY _ D. THE DEPTH SHALL NOT EXCEED 6-0". I SEE DETAIL'22 & 23' FOR STAINLESS STEEL `? E. THE RADIUSES SHOWN FOR THE DEEP END AND SHALLOW TYP. POOL WALL REINF. ?Ts BRACKET (BY OTHERS) END SHALL BE AS SHOWN BUT MAY BE INTERPOLATED TO _ DEPTH. F. THE PITCH FROM THE SHALLOW END TO THE DEEP END PROVIDE (2} #3 TIES r % �' #4 BENT BARS @ 6° O.C. SHALL NOT EXCEED THE PITCH SHOWN. F' AS SHOWN 4 TOE HOLD. SEE PLAN 7 EA.WAY CENTERED FOR LOCATIONS. i %' 1 ` 6 THE POOL CONSTRUCTION IS TO BE IN FULL COMPLIANCE (TYP.) WITH THE 8TH EDITION OF THE MASSACHUSETTS BUILDING - 'AjARE CODE, APPENDIX G. LISTED IN SECTION AG 108 OF APPENDIX G - THE ADDITIONAL STANDARDS THAT WILL BE ADHERED j POOL SKIMMER TO, INCLUDING BUT NOT LIMITED TO THE FOLLOWING. x x,r �,,, %q" GRAVEL DRAINAGE � AG104.1-ANSI/NSPI-3, STANDARD FOR PERMANENTLY 111X�' BED / BACKFILL INSTALLED SPAS.AG103.1-ANSI/NSPI-5, STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING 1OY2" F-2" 8" POOLS.AGI06.1-ANSI/APSP-7, STANDARD FOR SUCTION 2" 0 PVC PIPE EQUALIZER ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING OUT TO PUMP POOLS, SPAS, HOT TUBS AND CATCH 4„ BASINS.AG103.3-ASCE/SEI-24, FLOOD RESISTANT DESIGN AND CONSTRUCTIOMAG105.2, AG105.5-STM F 1346, PERFORMANCE PROVIDE ADD'L #3 SEE DETAIL'22 & 23' FOR SPECIFICATION FOR SAFETY COVERS AND LABELING BENT BARS AS SHOWN TYP. POOL WALL REINF. 2% — @ 6" O.C. APPROX. SCALE: 3/4" = V-0" GENERAL-PURPOSE SIGNALING DEVICES AND SYSTEMS SKIMMER SECTION 16 APPROX. SCALE: N.T.S. (TYP.) WITH THE 8TH EDITION OF THE MASSACHUSETTS BUILDING - 'AjARE CODE, APPENDIX G. LISTED IN SECTION AG 108 OF APPENDIX G - THE ADDITIONAL STANDARDS THAT WILL BE ADHERED TO, INCLUDING BUT NOT LIMITED TO THE FOLLOWING. x x,r �,,, %q" GRAVEL DRAINAGE � AG104.1-ANSI/NSPI-3, STANDARD FOR PERMANENTLY 111X�' BED / BACKFILL INSTALLED SPAS.AG103.1-ANSI/NSPI-5, STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING 1OY2" F-2" 8" POOLS.AGI06.1-ANSI/APSP-7, STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT TUBS AND CATCH 4„ BASINS.AG103.3-ASCE/SEI-24, FLOOD RESISTANT DESIGN AND CONSTRUCTIOMAG105.2, AG105.5-STM F 1346, PERFORMANCE SPECIFICATION FOR SAFETY COVERS AND LABELING AUTO COVER VAULT SECTION REQUIREMENTS FOR ALL COVERS FOR SWIMMING POOLS, SPAS 2% AND HOT TUBS.AGI05.2-UL-2017, STANDARD FOR APPROX. SCALE: 3/4" = V-0" GENERAL-PURPOSE SIGNALING DEVICES AND SYSTEMS THE ENGINEER'S STAMP ON THIS DRAWING QUALIFIES THE STRUCTURAL DESIGN ONLY AND ASSUMES THAT THE FOUNDATION/FOOTING BEARING SURFACE IS UNDISTURBED, OR PROPERLY COMPACTED, NON-ORGANIC SOIL WITH A MINIMUM BEARING ALLOWABLE OF 3000 PST AND THAT ALL CONSTRUCTION WILL BE PERFORMED BY QUALIFIED CRAFTSMEN IN ACCORDANCE WITH THE 8TH EDITION OF THE MASSACHUSETTS BUILDING CODE. ALL DIMENSIONS AND ELEVATIONS ARE FOR DESIGN AND REFERENCE PURPOSES ONLY AND SHOULD BE VERIFIED AND APPROVED BY THE OWNER, CONTRACTOR AND FRAMER. ON SITE VERIFICATION OF CONSTRUCTION IS LIKELY REQUIRED. IT IS THE CONTRACTOR'S OR OWNER'S RESPONSIBILITY TO EMPLOY PHELAN ENGINEERING TO PERFORM ON SITE VERIFICATION IF REQUIRED OR DESIRED. IT IS ALSO THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT TIMELY NOTIFICATION OF THE PROJECT PROGRESS IS PROVIDED SO THAT ADEQUATE ON SITE ENGINEER PRESENCE IS OBTAINED, LIABILITY IS SEVERELY DIMINISHED IF ENGINEER ON SITE VERIFICATION IS NOT PERFORMED. IN ADDITION, NOTHING IN THIS STATEMENT RELIEVES THE CONTRACTOR OF HIS/HER RESPONSIBILITY REGARDING THE PROVISIONS OF 780 CMR 107. PAULA G,rR, PHELANJP STR�)"TURA_ v, NOA 538 A �o �3s1oNZ_E" DESIGN & PLANNING REVISIONS O DATE I DESCRIPTION CUSTOM QUALITY POOLS SWIMMING POOLS 16 Wyman Road Billerica, MA 01821 (978)-663-8290 PROJECT SWIMMING POOL BUTLER RESIDENCE 8 JESSIE'S LANE SOUTH YARMOUTH, MA SCALE: AS NOTED DO NOT SCALE OFF DRAWING DATE: 5/05/2016 DRAWING TITLE POOL PLAN, SECTIONS, AND DETAILS CONSTRUCTION DRAWINGS DRAWING NUMBER 16116-S-1