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Home My WebLink About125 Mayflower Terrace - Pool Sections & Details18" HIGH RETAINING WALL EDGE PROVIDE RETAINING WALL FOOTING Y21 12" MIN. THICK WALL WITH (2) LAYERS OF TYPICAL HIGH WALL REINFORCING AUTO-COVERr----- --- --V A U L T — — I i I POOL WALL (TYP.) I I 21 LIGHT (TYP.). SfE DETAIL 2 7 I '24/S-1' FOR MO" INFO. - I I 1 C I MAIN DRAIN. SEE DETAIL I POOL STAIRS. SEE SECTION '25/S-1' FOR MORE INFO. — 1 '21/S -I' FOR MORE INFO. CENTER LINE— I I I I OF POOL I l SKIMMER (TYP.). SEE DETAIL '26/S -P FOR MORE INFO. 1I PROPOSED POOL LLLF ------L�----------- --- — � 40'-0" EDGE OF GUNITE o � wC) W Q W POOL COPING (TYP.) a w o w ;t cV FREE -DRAINING J STRUCTURAL FILL CrP.) 3" MIN. CLR. rVP - 0,011. CmFI PROVIDE ROCK PACK. 5EE SECTION '21/5-1' FOR MORE INFO. CONTINUOUS BOND BEAM @ TOP OF WALL w/ (3) #4 BARS (TYP.) WATER 5URFACE 3/8" MIN. WHITUMARLITE —POOL FIN15H (TYP.) 2" MIN. CLR. (TYP. - WATER SIDE) T#3 @ 12" O.C. EACH WAY 7 4~/ 8" MIN. 'GUNITE' 22 TYP. LOW WALL DETAIL APPROX. SCALE: 5/8"= V-0" NOTE: SEE ML CURADOSSI LANDSCAPE DESIGN � 11 g" � POOL AUTO -COVER �I DRAWING FOR LOCATION AND ADDITIONAL POOL/SPA PLAN - 3" DETAILS. LOCATION OF SKIMMERS AND 20 APPROx. SCALE: 1/a" = P-0^ EA.WAY CENTERED LIGHTS PER POOL CONTRACTOR 4 'v N 131-311:f: 13._6"f 13.-3„f 01 i DEEP END TRANSITION SHALLOW END NEW POOL LIGHT AUTO -COVER (I IOV 50OW). VAULT WATER LEVEL GROUND PER LIGHT MANU. SPECS. - / 4 j A, +I EQUAL j c - % TYP. PROVIDE 12" MIN. THICK WALL WITH (2) LAYERS OF TYPICAL HIGH WALL REINFORCING (NOT SHOWN FOR CLARITY). Ui 0 M EXTEND VERTICAL REINFORCING REBAR INTO POOL WALL CONT.INIOUS 2"x4" KEY iH b MAX SLOPE 3 1 ROCK PACK: PROVIDE 4" MIN. THICKNESS OF 1Y2" STONE @ FLOOR OF POOL (TYP.) CONC. WALL/FLOOR (TYP.). SEE DETAILS'22&23/S-1' FOR MORE INFO. FINISH GRADE PROVIDE #4 HOOK @18" O.C. z `z:Z�v#4s @ 18" O.C. EACH WAY (3) #4s CONTINUOUS #4 @18" O.C. 28 POOL SECTION APPROX. SCALE: 1/4" = 1'-0" BACK FILL MATERIAL SHALL BE PROCESSED SAND AND GRAVEL COMPACTED IN 12" LIFTS ON BOTH SIDES OF WALL TO APPROPRIATE GRADES (TYP.) 21 POOL SECTION APPROX. SCALE: 1/4" = 1'-0" COPING 1'-0" 1I-Qn I PROVIDE (2) #3 TIES AS SHOWN POOL SKIMMER 2" 0 PVC PIPE E UALIZER ''� OUT TO PUMP Q % /, SEE DETAIL 22 & 23 FOR / ��/ . PROVIDE ADD'L #3BENT BARS AS SHOWN % // f TYP. POOL WALL REINF. /� _ @ 6" O.C. 26 SKIMMER SECTION APPROX. SCALE: N.T.S. COPING SEE DETAIL '22 & 23' FOR TYP. POOL WALL REINF. PROVIDE %4" 0 CONDUIT TO DECK BOX 12" MIN. ABOVE WATER LEVEL PROVIDE ADD'L #3 BENT BARS AS SHOWN (2 EACH WAY - 4 TOTAL) 24 POOL LIGHT DETAIL APPROX. SCALE: N.T.S. L 2,-0" � 11 g" � POOL AUTO -COVER �I (BY OTHERS) - 3" #4 BENT BARS @ 6" O.C. EA.WAY CENTERED (TYP.) 4 F/210411 SEE DETAIL'22 & 23' FOR TYP. POOL WALL REINF. 4" TOE HOLD. SEE PLAN FOR LOCATIONS. 10%Z' 4" COPING COPING (TYP.) 3" MIN. CLR. TPF-- 3011, SII PROVIDE ROCK PACK. SEE SECTION 21/5-P FOR MORE INFO. PLASTER TIGHT TO R' PROVIDE #3 TIE BAR AS SHOWN HYDROSTATIC VALV 2" LINE VACUUM BR] TO 2nd MAIN DRAIN lnc SIDE SUCTION CONTINUOUS BOND BEAM @ TOP OF WALL w/ (3) #4 BARS (TYP.) WATER SURFACE 8" MIN. WHITE'MARLITE' POOL FINISH (TYP.) 2" MIN. CLR. WATER SIDE) #3 @ 6" O.C. (VERT. AXIS) #3 @ 12" O.C. (HORIz. AXIS) D�4 10" MIN.'GUNITE' 23 TYP. HIGH WALL DETAIL APPROX. SCALE: 5/8" = 1'-0" ANTI -VORTEX COVER 3/4" GRAVEL DRAINAGE BED / BACKFILL 27 AUTO COVER VAULT SECTION APPROX. SCALE: 3/4" = 1'4" 'ROVIDE ADD'L #3 SENT BARS AS SHOWN 3 EA. WAY - 6 TOTAL) :OLLECTION TUBE 2' NOTE: DRAIN COVERS STONE SHALL BE VGB COMPLIANT 25 MAIN DRAIN DETAIL APPROX. SCALE: N.T.S. NOTES: 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 A MINIMUM BEARING ALLOWABLE OF 3000 PSF AND A MIN. 4" LAYER OF IY2" COMPACTED STONE. ALL WORK TO BE IN COMPLIANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI -318-02. 4. SKIMMER, MAIN DRAIN, POOL LIGHT & RELATED DETAILS @ POOL STRUCTURE TO BE DESIGNED BY OTHERS AS REQ'D. REVi NI ANC.E 5. THE SHAPE AND DIMENSIONS OF THE POOL MAY BE APP ICA ALTERED WITH THE FOLLOWING CAVEATS: COM LIA A. THE MAXIMUM LENGTH WILL BE 40'-0". DAT B. THE MAXIMUM WIDTH WILL BE I8'-0". C, THE SHAPE MAY BE RECTANGULAR OR IRREGULAR. D. THE DEPTH SHALL NOT EXCEED 8'-0". E. THE RADIUSES SHOWN FOR THE DEEP END AND SHALLOW END SHALL BE AS SHOWN BUT MAY BE INTERPOLATED TO DEPTH. F. THE PITCH FROM THE SHALLOW END TO THE DEEP END SHALL NOT EXCEED THE PITCH SHOWN. 6. THE POOL CONSTRUCTION IS TO BE IN FULL COMPLIANCE WITH THE 8TH EDITION OF THE MASSACHUSETTS BUILDING CODE, APPENDIX G. LISTED IN SECTION AG108 OF APPENDIX G ARE THE ADDITIONAL STANDARDS THAT WILL BE ADHERED TO, INCLUDING BUT NOT LIMITED TO THE FOLLOWING. AGI 04. 1 -ANSI/NSPI-3, STANDARD FOR PERMANENTLY INSTALLED SPAS.AG103.1-ANSI/NSPI-5, STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS.AG106.1-ANSI/APSP-7, STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT TUBS AND CATCH BASINS.AG103.3-ASCE/SEI-24, FLOOD RESISTANT DESIGN AND CONSTRUCTIOMAG105.2, AG105.5-STM F 1346, PERFORMANCE SPECIFICATION FOR SAFETY COVERS AND LABELING REQUIREMENTS FOR ALL COVERS FOR SWIMMING POOLS, SPAS AND HOT TUBS.AG105.2-UL-2017, STANDARD FOR GENERAL-PURPOSE SIGNALING DEVICES AND SYSTEMS THE ENGINEER'S STAMP ON THIS DRAWING QUALIFIES THE STRUCTURAL DESIGN ONLY AND ASSUMES THAT THE FOUNDATIONTOOTING BEARING SURFACE IS UNDISTURBED, OR PROPERLY COMPACTED, NON-ORGANIC SOIL WITH A MINIMUM BEARING ALLOWABLE OF 3000 PSF 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. ON SITE VERIFICATION OF CONSTRUCTION IS LIKELY REQUIRED. IT IS THE CONTRACTOR'S OR OWNER'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. PAUL A. PHELAN JR. STRUCTURAL No. 4253E DESIGN & PLANNING REVISIONS O DATE DESCRIPTION E 6IM6ER Cs STRUCTURAL & CIVIL CONSULTANTS 12 SLEIGH ROAD - CHELMSFORD, MA TEL. (978) 256-4014 FAX. (978) 250-3764 PROJECT SWIMMING POOL Shoreline Pool 125 Mayflower Terrace Yarmouth, MA i O(':T v0 W1101 OF YAWOUTR FOR BUILDING AND ZONING CODE COMPLt =-I RORS OR OMMISSiONS DO NOT RELIEVE THE FROM THE RESPONSIBILITY OF "A$.BUILT' CE.3 BUILDING OFFICIAL SCALE: AS NOTED DO NOT SCALE OFF DRAWING DATE: 10/14/14' DRAWING TITLE POOL PLAN, SECTIONS, AND DETAILS CONSTRUCTION DRAWINGS DRAWING NUMBER 14240-5-1 PROVIDE HEAVY DUTY STAINLESS STEEL BRACKET (BY OTHERS) #4 BENT BARS @ 6" O.C. EA.WAY CENTERED (TYP.) 3/4" GRAVEL DRAINAGE BED / BACKFILL 27 AUTO COVER VAULT SECTION APPROX. SCALE: 3/4" = 1'4" 'ROVIDE ADD'L #3 SENT BARS AS SHOWN 3 EA. WAY - 6 TOTAL) :OLLECTION TUBE 2' NOTE: DRAIN COVERS STONE SHALL BE VGB COMPLIANT 25 MAIN DRAIN DETAIL APPROX. SCALE: N.T.S. NOTES: 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 A MINIMUM BEARING ALLOWABLE OF 3000 PSF AND A MIN. 4" LAYER OF IY2" COMPACTED STONE. ALL WORK TO BE IN COMPLIANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI -318-02. 4. SKIMMER, MAIN DRAIN, POOL LIGHT & RELATED DETAILS @ POOL STRUCTURE TO BE DESIGNED BY OTHERS AS REQ'D. REVi NI ANC.E 5. THE SHAPE AND DIMENSIONS OF THE POOL MAY BE APP ICA ALTERED WITH THE FOLLOWING CAVEATS: COM LIA A. THE MAXIMUM LENGTH WILL BE 40'-0". DAT B. THE MAXIMUM WIDTH WILL BE I8'-0". C, THE SHAPE MAY BE RECTANGULAR OR IRREGULAR. D. THE DEPTH SHALL NOT EXCEED 8'-0". E. THE RADIUSES SHOWN FOR THE DEEP END AND SHALLOW END SHALL BE AS SHOWN BUT MAY BE INTERPOLATED TO DEPTH. F. THE PITCH FROM THE SHALLOW END TO THE DEEP END SHALL NOT EXCEED THE PITCH SHOWN. 6. THE POOL CONSTRUCTION IS TO BE IN FULL COMPLIANCE WITH THE 8TH EDITION OF THE MASSACHUSETTS BUILDING CODE, APPENDIX G. LISTED IN SECTION AG108 OF APPENDIX G ARE THE ADDITIONAL STANDARDS THAT WILL BE ADHERED TO, INCLUDING BUT NOT LIMITED TO THE FOLLOWING. AGI 04. 1 -ANSI/NSPI-3, STANDARD FOR PERMANENTLY INSTALLED SPAS.AG103.1-ANSI/NSPI-5, STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS.AG106.1-ANSI/APSP-7, STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT TUBS AND CATCH BASINS.AG103.3-ASCE/SEI-24, FLOOD RESISTANT DESIGN AND CONSTRUCTIOMAG105.2, AG105.5-STM F 1346, PERFORMANCE SPECIFICATION FOR SAFETY COVERS AND LABELING REQUIREMENTS FOR ALL COVERS FOR SWIMMING POOLS, SPAS AND HOT TUBS.AG105.2-UL-2017, STANDARD FOR GENERAL-PURPOSE SIGNALING DEVICES AND SYSTEMS THE ENGINEER'S STAMP ON THIS DRAWING QUALIFIES THE STRUCTURAL DESIGN ONLY AND ASSUMES THAT THE FOUNDATIONTOOTING BEARING SURFACE IS UNDISTURBED, OR PROPERLY COMPACTED, NON-ORGANIC SOIL WITH A MINIMUM BEARING ALLOWABLE OF 3000 PSF 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. ON SITE VERIFICATION OF CONSTRUCTION IS LIKELY REQUIRED. IT IS THE CONTRACTOR'S OR OWNER'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. PAUL A. PHELAN JR. STRUCTURAL No. 4253E DESIGN & PLANNING REVISIONS O DATE DESCRIPTION E 6IM6ER Cs STRUCTURAL & CIVIL CONSULTANTS 12 SLEIGH ROAD - CHELMSFORD, MA TEL. (978) 256-4014 FAX. (978) 250-3764 PROJECT SWIMMING POOL Shoreline Pool 125 Mayflower Terrace Yarmouth, MA i O(':T v0 W1101 OF YAWOUTR FOR BUILDING AND ZONING CODE COMPLt =-I RORS OR OMMISSiONS DO NOT RELIEVE THE FROM THE RESPONSIBILITY OF "A$.BUILT' CE.3 BUILDING OFFICIAL SCALE: AS NOTED DO NOT SCALE OFF DRAWING DATE: 10/14/14' DRAWING TITLE POOL PLAN, SECTIONS, AND DETAILS CONSTRUCTION DRAWINGS DRAWING NUMBER 14240-5-1