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HomeMy WebLinkAbout29 Lewis Bay Boulevard Unit 7 General Specificationst' 15'-6" t _i STRUCTURAL NOTES I. All construction is to conform to the Massachusetts state building code and ail applicable product and design standards. Absence of specific Items from these #4 DPNL. ®12" O.C. TYP. drewings does not infer that the contractor is relieved (3) #4 CONT. TYP. from the statutory code requirements. 2. illl materials and methods of construction shall # 3 12" O.G. E.W, conform to the approved rules and standards for THROUGH OUT ENTIRE materials, tests, and requirements of accepted SPA WALLS eneineering practice as listed in Appendix A of the Moe59achusetts State Building Code. Pool Notes. HYDROSTATIC RELIEF VALVE" I. Assume maximum safe soil bearing pressure- 2,000 INSTALL PER MANUFACTURER'S 4 @ 12" O.G. E.W. THROUGH OUT ENTIRE 2. All pools are to be placed on natural undisturbed POOL FLOOR material or compacted granular fill. Subsoil bearing strata shall be free from all vegetation, loam and 14'-10" organic material. 3. Leo not lace backfill ago pool walls until all walls ` -F-71:21-"------ p have -obtained 7 day cure strength. 4. All pool floors shall be placed on a I'-6" layer of 12" WALLS © I crushed stone compacted to 15% standard proctor 1/2-5/8 STEEL DOUBLE WALL d I I density'at the optimum moisture content. 1 - Shotcrete Shotcrete mixture, form -work, delivery, placement and -L r*Ir:fr9rGP-mcnt sh-_jIl �nnform to arl rc^ iri?r ntr, of 4rl 506-:2-a5 ( latest edition), unless otherwise noted. 36 2. Concrete materials shall be : ASTM G Type I Portland 10'-10" cerr,ent. Sand and gravel aggregates shall be normal welpht and conform to A5TM C35 Standards. Aggreate not meeting ASTM 033 standards may be used provided pre construction tests demonstrates the shotcrete can meet specified requirements. All concrete shall be �p air -entrained. Concrete compressive strength, (f'c) in 28 5' days, All concrete work- 5,000 psi NOT=- ELEVATIONS ON EQUIPMENT AND SOUND PROOFING IN ACCORDANCE WITH FLOOD ZONE REGULATIONS - TO BE DETERMINED. ADDITIONAL #3 (P 12" O.G. `BERT. 4 (P 12" O.G. E.W. BEYOND TRANSITION PT. STAY IS" THROUSH OUT ENTIRE BELOW TOP OF BOND BM. DOWN #4 DWL. (P 12" O.G. TVP. POOL WALLS/ DOUBLE WALLS THE COVE $ LAP 1' 8" MIN. (3) #4 CONT. TYP. INTO FLOOR AREA. - 12" 5HGTCRETE kNALL5 mill LFI 3' FOOTING THROUGH. OUT ENTIRE. - POOL FLOOR # 4 ® 12" O.C. THROUSH OUT ENTIRE POOL FLOOR 1 ADDITIONAL #4 5'-0" E.W. FLOOR TRAN51TiON FT. PLACE I" FROM TOP OF 5LAB Lj� ! ! _j= 1:Ed HYDROSTATIC RELIEF VALVE INSTALL PER MANUFACTURER'S SPECIFICATIONS GENERAL SPECIFICATION SIZE: DEPTH: REFERENCE NUMBER: ELEVATION: TILE: COPING: DECK: TYPE: LIGHT: EXISTING PATIO: N/A FINISH: TYPE: PUMP: TYPE: STARITE SIZE: TBD FILTER: TYPE: SIZE: TO BE DETERMINED HEATER: TYPE: SIZE: SKIMMERS: LIGHT. TYPE: REQ'D: POOL CONTROL: CLEANING SYSTEM: SANITIZATION SYSTEM: OTHER SIZE: ELEVATION: THERAPYJETS: THERAPY PUMP: CONTROLS: LIGHT: REVIEWED FOR [iJILD N� %0 � xwi�'l "t ANCE. ERRORS OR OMMISS'IbIvgb7APPLICANT FROM THE RESPORSIBIxLv COMPLIANCE. / / DATtA �CS NAME: PROSHAN ADDRESS: 29 LEWIS BAY BLVD. 1 7 cry. WEST YARMOUTH MA.z1P: RES. PHONE: BUS. PHONE: VIOLA ASSOCIATES 110 ROSARY LANE, UNIT A, HYANNIS, MA 02601 (508) 771-3457 VIOLAASSOCIATES.COM SCALE 1/4"=1'