Loading...
HomeMy WebLinkAboutPLANS 1260 Big Thompson Ave Best Western Pool Drawings 2020-02-06EQ EQ EQ EQ EQ EQ EQ EQ 4" 4" 4"4" POOL EQUIP ROOM EQUIP ROOM ONE LEVEL DOWN SPA POOL BL U E W H I T E P O O L S OPTIONAL EXTRA: OPTIONAL EXTRAS: DJM 01/23/20 A 1 3 IN D O O R S W I M M I N G P O O L A N D S I T E P L A N · · · · · · · · · BE S T W E S T E R N - S I L V E R S A D D L E NOTES: 1. TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS & SLAB UNLESS INDICATED OTHERWISE ON PLANS. 2. DO NOT WELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS. 3. ALL OPENINGS THROUGH WATERTIGHT TANK REQUIRE WATERSTOP. PROVIDE MINIMUM LAP AS NOTED OR SHOWN ON PLANS (TYP.) ADD 1-#5x4'-0" DIAG. @ EACH CORNER FOR EACH LAYER OF REINFORCING AREA OF BARS EQUAL BAND "A" BARS CUT 1-#5 HOOP, DIA. OF OPENING + 8", IN EACH LAYER OF REINF'G FOR OPENINGS LARGER THAN 8". AREA OF BARS EQUAL BAND "A" BARS CUT STEEL REINF. CUT BAND "A" STEEL REINF. CUT BAND "B" NO SCALE POOL SHELL PENETRATION REINF. SEE STRUCTURAL NOTES NOTE: CORNER BAR TO MATCH PRIMARY HORIZ. REINFORCING LAP LENGTH LA P L E N G T H SE E S T R U C T U R A L NO T E S NO SCALE POOL STRUCTURE CORNER MAT REINFORCING RAYPAK 406 SPA SEE SHEET 3 OF 3 SPA SEE SHEET 3 OF 3 17 ' - 0 " 36'-0" 11'-9"12'-6"11'-9" 8' - 0 " 8'-6" 2' - 0 " 2'-0" 6' - 0 " NOTES FOR EXISTING POOL 1.G.C./OWNER RESPOSIBLE FOR HAVING THEIR PLUMBER, MECHANICAL AND ELECTRICIAN TO DEMO AND REMOVE EXISTING POOL EQUIPMENT. THEY WILL NEED TO GET ANY PERMITS AND INSPECTIONS THAT MIGHT BE NEEDED. 2.ALL DEMO OF EXISTING POOL AND SPA IS G.C./OWNER RESPONSIBILITY 3.G.C/OWNER TO DO ALL DIGGING AND BACKFILLING AS NEEDED 4.G.C/OWNER SUBS TO RUN AND CONNECT ALL UTILITIES TO NEW EQUIPMENT NEEDED, SUCH AS GAS, VENT, WATER, SEWER AND ELECTRIC. SUBS TO GET PERMITS AND INSPECTIONS AS NEEDED 5.G.C/OWNER RESPONSIBLE FOR ALL MECHANICAL ENGINEERING AND ALL DRAWINGS AS NEEDED. NOTE: BLUE WHITE WILL DO OUR SHOP DRAWINGS ONLY 6.NOTE: BLUE WHITE HAVE NOT BEEN TO SITE AND EXAMINE THE EXISTING INSTALLATION. NOTE BLUE WHITE PRICE AND BID IS SUBJECT TO CHANGE AFTER SITE VISIT BL U E W H I T E P O O L S DJM 01/23/20 A 2 3 IN D O O R S W I M M I N G P O O L HANDICAP LIFT ANCHOR DETAIL BE S T W E S T E R N - S I L V E R S A D D L E 32.00 4.00 4.00 B A 32.00 DECK 32.00 32.00 Deck 4.00 4.00 A B 2HR-5 5’ 2-BEND 36’’ 5’-0’’ 12–25 lbs 82" 37" 2" 5–11kg 208cm 94cm 5cm TYPICAL HANDRAIL D 4.00 B F 5.50 12.00 TYP. A 9.00 R4.00 DECK 20.00 G G B D G F A 5.50 9.00 12.00Typ. 20.00 Deck 4.00 R 4.0 10040 to 10042 23" 3-Step Ladder with .065", .109", .145" tubing 36, 50, 62 lbs 70" 28" 2" 16, 23, 28kg 177cm 71cm 5cm 10043 to 10045 23" 4-Step Ladder with .065", .109", .145" tubing 40, 58, 70 lbs 82" 28" 2" 20.00 TYPICAL 3-TREAD LADDER 3FT0IN 6" x 6" 6" x 6" WITH 4" DECK DEPTH MARKER DEPTH MARKER, CONTRASTING NUMERALS "NO DIVING" MARKER GUTTER/DECK JOINT OR POOL FACE 3FT0IN DECK/COPING STONE JOINT OR JOINT BETWEEN TRIM TILE 6" x 6" WITH 4" WALL DEPTH MARKER DEPTH MARKER, CONTRASTING NUMERALS "NO DIVING" 4" LETTERING REFER TO G.C. ELECTRICIAN FOR MORE INFORMATION TYPICAL REBAR BONDING DETAIL REFER TO G.C. ELECTRICIAN FOR MORE INFO 18" 28 " 4"4" 4" 3'-6" 3" Ø P O O L M A I N D R A I N 3" Ø P O O L S K I M M E R PV C S C H 4 0 PV C S C H 4 0 3" Ø P O O L R E T U R N L I N E PV C S C H 4 0 1" Ø A U T O - F I L L S E N S O R L I N E PV C S C H 4 0 3" Ø J E T R E T U R N L I N E PV C S C H 4 0 2" Ø S P A M A I N D R A I N 2" Ø S P A S K I M M E R PV C S C H 4 0 PV C S C H 4 0 PV C S C H 4 0 3" Ø J E T S U C T I O N L I N E PV C S C H 4 0 1" Ø A U T O - F I L L S E N S O R L I N E 2" Ø S P A R E T U R N L I N E BL U E W H I T E P O O L S DJM 01/23/20 A 3 3 IN D O O R S P A A N D M E C H R O O M OPTIONAL EXTRA BE S T W E S T E R N - S I L V E R S A D D L E RAYPAK 206 RA Y P A K 2 0 6 RAYPAK 406