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Home My WebLink About14 Beatrice Ave - Pool PlanCONTINUOUS BOND BEAM @ KEY: TOP OF WALL w/ (3) #4 BARS * _ NOT A STRUCTURAL ITEM AND IS *TILE MARKER LINE WILL BE OF BLACK OR DARK POOL LADDER INSTALLED PER MANUFACTURERS DENOTES 0 POOL DECK & CAP BY (TYP.) TOR. TILE TO CONTRAST AGAINST POOL SURFACE TO RECOMMENDATIONS. LOCATION SHOWN APPROX. SHOWN PER REQUEST OF POOL CONTRACTOR. ROPE WITH ACTUAL LOCATION PER POOL CONTRACTOR. OTHERS (TYP.) BREAK OVER POINT LINE. A RO ____ ______� WATER SURFACE ENGINEER IS NOT LIABLE FOR INFORMATION SHOW i NOR VERIFICATION OR IMPLEMENTATION. FLOATS WILL SUSPEND AT WATER WATER SURFACE I TO ALSO SHOW BATHERS THE BREAK OVER POINT ^i ' ECIC _/` SKIMMER (TYP.). SEE DETAIL'16/S-1' FOR MORE CONTINUOUS BOND BEAM @ * ' MARKERS WILL BE LOCATED ON TOP OF WALL w/ (4) #4 BARS %" MIN. WHITE 'MARLITE' *3'DEPTH M - / TILE LINE OF INTERIOR OF POOL / INFO. LOCATION PER POOL CONTRACTOR. �P) POOL FINISH (TYP.) SURFACE AND ON L / Pool DECK CAP BY ABOVE THE WATER LINE PER CODE `�' 4" ; OTHERS (TYP-) WATER SURFACE ' w - --- 2"M IN. CLR. t . • t r _ POOL STAIRS. SEE SECTION 'll/S-1' FOR MORE INFO. 3 ' TYP. - WATER SIDE /8 MIN. WHITE MARLITE / ( ) POOL FIN15H (TYP.) FREE-DRAINI 'ol - II UP L i #3 @ 6 O.C. (VERT. AXIS) *TILE MARKER LINE cam(TYP -WATER SIDE) FILL(TYP.) WILL BE OF BLACK TILE TO DARK , ori #3 @ 12" O.C. EACH WAY OR ',/ (TYI'•) ': #3 @ 12" O.C. (HORIZ. AXIS) / 1 CONTRAST I - ST POOL I I AGAIN,� FREE-DRAINING 3MIN. LR / . o " C. �_;, / O� SURFACE TO SHOW/ ( I \ ,' , S I °= 5TRUCTURAL j % 4� (TYP. - SOIL SIDE) EACH OF THE THREE STEP * � FILL (TYP.) T I 5 DEPTH MARKERS WILL BE OUTLINE FOR / O *4' DEPTH MARKERS WILL BE I LOCATED ON DECK SURFACE AND \ ,� '' ' %, SAFETY PER C L E I 3 MIN. CLR. // %; ,„ LOrATED ON DECK SURFACE I ON TILE LINE OF INTERIOR OF POOL (TYP. -SOIL SIDE) / AND ON TILE LINE OF INTERIOR OF POOL ABOVE THE WATER LINE PER CODfi,I } I ABOVE THE WATER LINE PER CODE J I l I 11 j I ` _ I MATIN DRAIN. SEE DETAIL 15/S-1 FOR i 1 MOf E INFO. ( I I y � ` * ANSUAPSP 16(ANSI/ASME � MAIN DRAIN COVERS WILL BE SECTION OF THE \ `" , ED POOL PROPOS 112.19.8-2007 ADDENDUM 9B-2009) PER 13 VIRGINIA GRAEME BAKER ACT (VGB) POOL & SPA _ SAFETY ACT COMPLIANT. TO BE REPLACED EVERY 7 RT -V/1611 YEARS FROM DATE OF INSTALL. DOCUMENTATION WILL / POOL WALL (TYP.) BE PROVIDED. (TYPICAL) I f — LIGHT (TYP.). SEE DETAIL 14/S-1 FOR MORE INFORMATION. LOCAITION PER / I POOL CONTRACTOR 12 \ *5' DEPTH MARKERS WILL BE LOCATED ON DECK I i �7 SURFACE AND ON TILE LINE I OF INTERIOR OF POOL I Z ABOVE THE WATER LINE I X PER CODE SKIMMER (TYP.). SEE DETAIL'16/S-1' FOR MORE INFO. LOCATION PER POOL -,1 CONTRACTOR. 35°-1 I j6►►� NOTES: ® SEE SHORELINE POOL SUBMITTAL FOR ADDITIONAL INFORMATION - e DIMENSIONS SHOWN FOR REFERENCE ONLY. ACTUAL DIMENSIONS PER POOL CONTRACTOR. NON-STRUCTURAL INFORMATION SHOWN ON THIS DRAWING IS PER THE REQUEST OF THE POOL CONTRACTOR IN NO WAY DOES THE STRUCTURAL SEAL ON THIS DRAWING CERTIFY ANY NON-STRUCTURAL INFORMATION. *38 PERSON BATHER LOAD • *POOL GALLONAGE 15,443 GALLONS WITH 8 HOUR TURN OVER AT 32.2 GPM PER POOL CONTRACTOR. *SALT WATER SANITIZATION SYSTEM POOL LADDER INSTALLED PER ' MANUFACTURER'S RECOMMENDATIONS. *NOTES: LOCATION SHOWN APPROX. ACTUAL I *SKIMMER LIDS WILL BE SCREWED DOWN WHEN POOL IS LOCATION PER POOL CONTRACTOR. OPEN TO BATHERS 2. *CPO WILL BE SAME PERSON FROM RAVENS WOOD CONDO'S WORKING BETWEEN BOTH PROPERTIES 4 TIMES A DAY FOR TESTING AND MAINTENANCE. 3. *POOL WILL BE FILLED VIA DOMESTIC WATER HOSE ON SITE WHILE BEING WATCHED CPO. 4. *POOL WILL HAVE AN AUTOMATIC CHLORINE SALT SYSTEM FOR SANITIZATION OF SWIMMING POOL 10 POOL PLAN _ APPROX. SCALE: 35'-6" MAX. LENGTH looe 20'-8" MAX. WIDTH 6'-0" MIN. 6'-0" t MIN. DEEP END 40 SHALLOW END TRANSITION EQ. TYP. ,�----�i' WATER LEVEL CONC. WALL/FLOOR (TYP.). SEE DETAILS'12 & 13/S-1' LRL'- . FOR MORE INFO. „MAX , S a l L �� r MAX. SLOPE b 41-q gmwia/g7,77 / /r ROCK PACK: PROVIDE 4" MIN. THICKNESS OF IY2" STONE @ FLOOR OF POOL (TYP.) 1 TYPICAL POOL SECTION NOT TO SCALE PROVIDE ROCK PACK. 5EE 5ECTION 11 1/5- I' FOR MORE INFO. @a LO�.r- APPROX.SC NEW POOL LIGHT —� (I IOV 50OW). GROUND PER LIGHT MANU. SPECS. 6x8%6" SKIMM WATER LEVE EQUALIZER (COMMERCY 8" MIN. 'GUNITE' LL DETAIL 10" MIN. 'GUNITE' THICKNESS (TYP.) PROVIDE ROCK PACK. SEE SECTION '1 1/5- I' FOR MORE INFO. 1TYP. HIGH Vb'ALL DETAIL APPROX. SCALE: 518'. 8 = 1 -0 COPING PLASTER TIGHT TO SEE DETAIL ' 12 & 13' FOR TYP. POOL WALL REINF. PROVIDE #3 TIE BAR ANTI -VORTEX COVER AS SHOWN /;/PROVIDE ADD'L #3 i/ , HYDROSTATIC VALVE %% ;�/ :,;%' BENT BARS AS SHOWN PROVIDE %4' O CONDUIT , (3 EA. WAY - 6 TOTAL) TO DECK BOX 12" MIN. s; ABOVE WATER LEVEL ��= COLLECTION TUBE 2" LINE VACUUM BREAKER. TO 2nd MAIN DRAIN OR %z" STONE , SIDE SUCTION NOTE: DRAIN COVERS -- PROVIDE ADD'L #3 BENT SHALL BE VGB COMPLIANT BARS AS SHOWN (2 EACH WAY - 4 TOTAL) 15 MAIN DRAIN DETAIL ,L � APPROX. SCALE: N.T.S. & ®Pv POOL LIGHT DETAIL NOTES: APPLE �� 1 APPROX. SCALE: N.T.S. 1. FOR ADDITIONAL POOL INFORMATION SEE POOL SUBMITTAL FILE BY THE POOL INSTALLER. SKIMMER CAP SIIALL BE FLUSH WITH COPING & CONRETE SLAB SKIMMER BASKET PROVIDE (2) #3 TIES AS SHOWN 2" 0 PVC PIPE OUT TO PUMP PROVIDE ADD'L #3 BENT BARS AS SHOWN @ 6" O.C. 16 SKIMMER SECTION APPROX. SCALE: N.T.S. 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 1%2" 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. 5. THE SHAPE AND DIMENSIONS OF THE POOL MAY BE ALTERED WITH THE FOLLOWING CAVEATS: A. THE MAXIMUM LENGTH WILL BE 36-0". B. THE MAXIMUM WIDTH WILL BE 21-0". C, THE SHAPE MAY BE RECTANGULAR OR IRREGULAR. D. THE DEPTH SHALL NOT EXCEED 5'-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 AG 108 OF APPENDIX G ARE THE ADDITIONAL STANDARDS THAT WILL BE ADHERED TO, INCLUDING BUT NOT LIMITED TO THE FOLLOWING. AG104.1-ANSI/NSPI-3, STANDARD FOR PERMANENTLY INSTALLED SPAS.AG103.1-ANSI/NSPI-5, STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS.AG 106. 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 CON STRUCTION.AG105.2, AG105.5-STM F 1346, PERFORMANCE SPECIFICATION FOR SAFETY COVERS AND LABELING REQUIREMENTS FOR ALL COVERS FOR SWIMMING POOLS, SPA 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 FOUNDATION/FOOTING 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 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 STTE VERIFICATION IS NOT PERFORMED. IN ADDITION, NOTHING IN THIS STATEMENT RELIEVES THE CONTRACTOR OF HIS/HER RESPONSIBILITY REGARDING THE PROVISIONS OF 780 CMR 107. jw OF Mqg� yG � ,�ItUA.i� M• � PHE�N `- M S'fRUCTl;RA1- y u yO. 49311 IST a DESIGN & PLANNING REVISIONS NO DATE DESCRIPTION 1 9/12/17 GENERAL REVISIONS 2 10/9/17 NON-STRUCTURAL NOTES A Ai STRUCTURAL CIVIL CONSULTANTS 76 CARLISLE ROAD - WESTFORD, IIIA TEL. ((gg 8 256 4014 T '....a UTH REVIEWED FOR BUILDING AND ZONING CODE COMPL ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE T E APPLICANT FROM THE RESPONSIBILITY OF "AS BUIL COMPLIANCE. DATE: BUILDING OFFICIAL .1m OJECT S WIMMIN G POOL SHORELINE POOLS � n m --e =A CHARLES WHITE m v 1VI.ANA GE ENT C" CID 251 ROUTE 28 c WEST YARTMOUTH, MA __ = JU,U 6w 13 2017 HEALTH DEPT. SCALE: AS NOTED DO NOT SCALE OFF DRAWING DATE: 08/14/2017 DRAWING TITLE POOL PLAN, SECTIONS, AND DETAILS CONSTRUCTION DRAWINGS DRAWING NUMBER 17#1 92-S-or1 m c m C=F