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Home My WebLink AboutB18-0294_REV1 approved plans_1536270749.pdfCONCRETE WALL48" Scale Date Drawn by Checked by US Mail Only: P. O. Box 2378Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com 4 1 A5.1 A 3.2 PROJECT DIRECTORY 1 2 3 4 A9.1 A6.1 1 A6.1 1 100 LIVING 1 A4.1 SIM. SYMBOL LEGEND ABBREVIATIONS MATERIAL LEGEND DRAWING LIST: VICINITY MAP ARCHITECT 100 A BUILDING SECTION NO. SECTION CUT SHEET NO. DETAIL NO. DETAIL CUT SHEET NO. ROOM NUMBER EXTERIOR ELEVATION DOOR MARK DETAIL CUT REFERENCE GRID LINE SPOT ELEVATION DRAWING REVISION INTERIOR ELEVATION WINDOW MARK Galvanized Laminated Wood Beam General Contractor Hardware Gypsum Wallboard Grade Gypsum RW RO SEW SECT SAN SHLV Cpt Carpet CeramicCER SIM SHT W/ Reinforce (d)REINFFD Floor Drain With (comb. form) Required Round Head Sheet Metal ScrewGA FDN FTG RoomRM RHSM REQD Gauge Foundation Footing WD W/O Wood Without and Air Conditioning Heating, Ventilating, Lavatory Manufacturer Laminate Inside Diameter Miscellaneous Mechanical Not In Contract Medicine Cabinet Masonry Opening Horizontal On Center Not to Scale Oriented Strand Board Opposite Outside Diameter Property Plywood Perforated (d) Prefinished Sheet Metal Penny (nails, etc.) Refrigerator Radius or Riser Not Applicable AAD ADD AGG ADJ AOR BM ARCH ALT BD BS BET BRG AFF CL BLDG CAB CLOS CMU CJ CONC COL DP DIA DET CONT BO DR DN DW EL EA DRWG DS EQ EJ EXIST EXT FE CABT FOC FOS FP FL FIN DIM GC GALV Glass GLB GR GL HeadHD HDW GWB Highway Height HWY HT HVAC GYP Addendum Attic Access Door Aggregate Adjacent Area of Refuge Alternate Beam Architectural Board Between Both Sides Bearing Above Finished Floor Interior JointJT INT ID MO MFG LAV LAM Maximum Material MAX MC MTL Minimum NIC MISC MIN MECH Cabinet Building Centerline Closet Concrete Column Construction Joint Detail Diameter Damproofing Continuous Concrete Masonry Unit HORBottom Of OpeningOPG OC NTS d OD OSB OPP PlatePL PFSM PLWD PERF Project ProductPROD PROP PROJ Drain Dishwasher Down Elevation Each Drawing Downspout Equal Existing Exterior Expansion Joint Face Of Concrete Face Of Stud Fire Extinguisher Cabinet ReferREF REFRFloor Fireproof RFinish NADimension Tounge and Groove Toilet Paper Holder Sound- Transmission Class Vinyl Asbestos Tile United States Gage Unless Noted Otherwise Uniform Building Code SL SQ SPEC STC SM SUB STRUCT STL TV TEL SUSP SUPPL IE THK TEMP TO T&B T&G TPH STD Roof Window Sewer Sanitary Section Rough Opening Sliding Shelves Similar Square Specification Sheet Metal Sheet Steel Substitute Structure (al) Television Telephone Suspend (ed) Supplement (al) That Is Thick Tempered Top Of Top and Bottom Standard UG TYP TS USG UBC UNFIN U.N.O. VENT VIF VERT VAR VAT WC V WT WIN WP Typical Underground Tube Steel Unfinished Variable Vertical Ventilate Verify In Field Voltage Water Closet Weight Window Waterproof T Tread FINISHED WOOD ROUGH FRAMING OR ROUGH SAWN TRIM WOOD BLOCKING CONCRETE STONE TILE GLAZING FRAME WALL CONCRETE MASONRY PARTICLE BD. OR GLU-LAM WOOD WOOD FIBER BD. RIGID INSULATION CARPET ACOUSTICAL CEILING STEEL PLYWOOD SHEET METAL BATT INSULATION GYP. WALL BOARD/ STUCCO/ PLASTER ALUMINUM OR SECTION PLANSECTION PLAN ROCK/ SOIL/ COMPACTED FILL SAND NON-COMPACTED FILL CLIENT Issue Date: ELEV. 100'-0" T.O. PWD. SITE ELEV. = 116'-0" Power Actuated FastenedPAF Issue Date PROJECT INFORMATION VAIL BASSHAUS LTD Contact: Barbara Moroney or Bill Russell P.O. Box 439 Winnsboro, TX 75494 E-mail: moroney7@gmail.com or brussell@peoplescom.net SURVEYOR Archibeque Land Consulting, Ltd Contact: Ted Archibeque 105 Capitol Street Suite 5 - P.O. Box 3893 Eagle, CO 81631 Phone: (970) 328-6020 SOIL ENGINEER CONTRACTOR ROLLIE KJESBO NEDBO CONSTRUCTION Mailing Address: PO Box 3419 Vail, Colorado 81658 Physical Address: 40690 US Hwys 6 & 24 Avon, Colorado 81620 Phone: (970) 845-1001 Fax: (970) 845-9979 STRUCTURAL ENGINEER LANDSCAPE ARCHITECT MECHANICAL ENGINEER CODE INFORMATION BERGLUND ARCHITECTS, LLC P.O. Box 2378 210 Edwards Village Blvd. Suite A103 Edwards, CO 81632 Office: (970) 926-4301 Fax: (970) 924-4364 E-mail: hans@berglundarchitects.com A. The contract documents, aka construction documents, consist of the architectural and structural drawings/notes, the exterior color/material schedule, architectural finish schedule, and the project outline specifications as well as the agreement between the contractor and owner. Any work shown, specified and/or noted in one of the documents shall be supplied as though fully covered in all. Any discrepancy between the different parts should be reported to the architect immediately. B. Contractor will assume responsibility of items requiring coordination and resolution during the construction process. C. All work shall comply with all state and local codes and ordinances, and shall be performed to the highest standards of craftsmanship by journeyman of the appropriate trades. D. These documents are intended to include all labor, materials, equipment and services required to complete all work described herein. It is the responsibility of the contractor to bring to the attention of the architect any conditions which will not permit construction per the intentions of these documents. It is the responsibility of the architect to provide details and/or directions regarding design intent where it is altered by existing conditions or where neglected in the documents. E. All change orders must be approved in writing by the owner prior to contractor performing any work associated with a change order unless owner has authorized contractor to proceed. F. Any materials proposed for substitution of those specified or called out by trade name in these documents shall be presented to the architect for review and approval. The contractor shall submit samples, product data, manufacturers installation recommendations and a side by side analysis / spread sheet comparing ASTM testing/performance or other applicable standards, warranty, limitations, maintenance considerations, cost, LEED time/schedule impact, any incompatibility/impact to other products or systems in project, and impact on LEED certification if applicable for the project for the proposed substitution and the specified product. Once all required information is received by architect, a minimum of three weeks’ time is required for review and approval and or denial of substitution. G. Submit samples as required by drawings and specifications. All samples shall be reviewed by the architect before the work is performed. Work must conform to the reviewed samples. Any work which does not conform shall be removed and replaced with work which conforms at the contractor's expense. Subcontractors shall submit requests and samples for review through the general contractor when work is let through him or her. Required verifications and submittals to be made in adequate time as to not delay progress. Once competed samples including all required product information if applicable is received by architect, a minimum of three weeks’ time is required for review and approval and or denial of samples. H. Shop drawings must be thoroughly reviewed and stamped approved by contractor prior to submitting to architect to make sure they meet construction document requirements and are accurate in terms of correct quantities, dimensions, handing and design intent. Shop drawings shall be submitted to the architect for his or her review where called for anywhere in these documents. Review shall be made by the architect and architect’s consultants for general compliance with construction drawings and design intent only. Architect’s review is required before work is begun, and work shall conform to the reviewed shop drawings, subject to replacement as required per above. Architect will try to identify any discrepancies in shop drawings, but contractor is ultimately responsible for shop drawing accuracy as the shop drawings are a product of their subcontractor. I. The building inspector shall be notified by the contractor when there is need of inspection as required by the 2015 international building code/international residential code, 2015 IECC, or any applicable or local code or ordinance. J. The contractor shall be responsible for the safety and care of adjacent properties during construction, for compliance with federal and state O.S.H.A. regulations, and for the protection of all work until it is delivered completed to the owner. Contractor to repair any damage to adjacent properties or completed work at his or her own expense. K. All dimensions noted take precedence over scaled dimensions. Dimensions noted with "N.T.S." denotes not to scale. L. Contractor shall verify and coordinate all openings through floors, ceilings, and walls with all architectural, structural, mechanical, plumbing, and electrical drawings. Verify with structural engineer if holes/notches can be cut in structural members prior to doing so. M. Contractor to coordinate new construction w/ existing conditions and notify architect and structural engineer about discrepancies of drawings of existing house/conditions and assumptions. Every reasonable effort should be made by contractor to protect and/or minimize damage to existing conditions. GENERAL NOTES TBD TBD TBD TBD 1/8" = 1'-0"6/26/2018 12:25:12 PMA1.0 COVER SHEET HB 312 MILL CREEK CR. 05-09-18 05-09-18312 MILL CREEK CR.A1.0 COVER SHEET ARCHITECTURAL DRAWINGS A2.0 SITE PLAN A2.1 LANDSCAPE COVERAGE A3.0 OUTDOOR LIVING PLAN A6.0 DETAILS 312 Mill Creek, Vail, CO Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is 11,718 SF LANDSCAPE AREA: The area of a site not covered by buildings, driveways, and covered walkways. Core development (hardscape) such as walks, decks, patios, terraces, water features, and like features shall also be considered landscape area as long as they do not exceed twenty percent (20%) of the landscape area. Landscape Area Lot Size 11,718 SF 60% Landscape Area Requirement 7,031 SF 80% of 7,031 (Softscape area target) 5,625 SF Building Footprint= 2,454 SF Existing driveway = 1,921 SF Lot Area (11,718 SF) – Building Footprint (2,454 SF) – Driveway (1,921 SF) = Current Landscape Area (7,343 SF) Existing Deck (1041 SF) + Proposed Patio (661 SF) = Proposed Hardscape (1702 SF) Current Landscape Area (7,343 SF) - Proposed Hardscape (1702 SF) = Proposed Softscape (5,641 SF) CODE: 2015 IRC PLUMBING: All plumbing to comply with the 2015 IPC and Town of Vail requirements. See plumbing documents from Plumbing Contractor. MECHANICAL: All mechanical to comply with the 2015 IMC and Town of Vail requirements. All venting to comply in accordance with 501.3.1. A make up air system will be provided in accordance with section 505.2. See mechanical drawings and documents from Mechanical Contractor. ELECTRICAL: All electrical to comply with 2014 NEC, Holy Cross Electric, and Town of Vail requirments. See load calculations from Electrical Contrator for service and electric panel sizing. REVISION SCHEDULE # DESCRIPTION DATE 09/06/18 S WV AREA OF DEEP SNOW OR ICE EDGE OF ASPHALT MILL CREEK CIRCLE 40' Public Right-of-Way APPROXI MATE FLOWLI NE CREEKBUILDING WOOD TIE RETAINING WALL CONCRETE WALL WOOD TIE FLUSH W/ GND WOOD TIE RETAINING WALL BOULDER RETAINING WALL WOOD TIE RETAINING WALL C ONCRET E V-PAN S 24° 24'00" W 74.87'FOUND SURVEY MONUMENT 1.5" ALUMINUM CAP ON REBAR FOUND SURVEY MONUMENT No. 5 REBAR BENCHMARK: SEWER MANHOLE RIM= 8201.03' UTIL. PED. UTIL. PED. UTIL. PED. ELECT. METER UNMAINTAINED FENCE 4" PVC LOT 11 LOT 6 LOT 4 MILLCREEKLOT 10 8212.2' TOP OF DECK 8202.3' 8202.6' 8202.4' 8201.3' 8202.6' 8202.3' 8202.3' GARAGE SLAB' 8202.9' THRESHOLD AT ENTRY 8202.9' THRESHOLD AT ENTRY 8202.6' WO O D WALK WAY PAVER DRIVE / PARKING EDGE OF DRIVE 10" 24" 18" 18" 18" 48" 24" 12" 18" 18" 18" 8208 8209 8210 8207 8206 8205 8204 8203 8202 8201 8200 8210 8209 8208 8207 8206 8205 8204 8203 8202 8202 8202 8211 COVERED DECK 2ND LEVEL DECK 4" IRON PIPESTONE WALKIRR. VALVE BOX UTIL. BOX 5' UTILITY EASEMENT 10' UTILITY EASEMENTS00° 46'00"W 83.43'N09° 08'00"W109.66'S83° 01'23"E 135.01' R=671.00 L=115.94' ∆=9°54'00" T=58.11 CH=S85°49'00"W 115.80 2 STORY DWELLING/ GARAGE PROPOSED OUTDOOR LIVING AREA CONCRETE WALK TO BE REMOVED & REPLACED W/ STEPPING STONES LINE OF EXISTING DECK UP 8206'-5 3/4" 8206'-4" 8207'-0" SEE SHEET A3.0 FOR ADDITIONAL INFORMATION N 8 2 06 E8206 8206'-5 3/4" EXISTING RETAINING WALL, TYP. 14"X14" US Mail Only: P. O. Box 2378Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Scale Date Drawn by Checked by Issue Date 5/9/2018 2:55:30 PM1" = 10'-0"312 MILL CREEK CR.A2.0 SITE PLAN Author Checker 05-09-18 REVISION SCHEDULE # DESCRIPTION DATE 1" = 10'-0"1 SITE PLAN 0' 10' 20' 30' 09/06/18 S WV AREA OF DEEP SNOW OR ICE E DGE OF ASPHALT MILL CREEK CIRCLE 40' Public Right-of-Way APPROXI MATE FLOWLI NE CREEKBUILDING WOOD TIE RETAINING WALL CONCRETE WALL WOOD TIE FLUSH W/ GND WOOD TIE RETAINING WALL BOULDER RETAINING WALL WOOD TIE RETAINING WALL C ONC RETE V-PAN S 24° 24'00" W 74.87'FOUND SURVEY MONUMENT 1.5" ALUMINUM CAP ON REBAR FOUND SURVEY MONUMENT No. 5 REBAR BENCHMARK: SEWER MANHOLE RIM= 8201.03' UTIL. PED. UTIL. PED. UTIL. PED. ELECT. METER UNMAINTAINED FENCE 4" PVC LOT 11 LOT 6 LOT 4 MILLCREEKLOT 10 8212.2' TOP OF DECK 8202.3' 8202.6' 8202.4' 8201.3' 8202.6' 8202.3' 8202.3' GARAGE SLAB' 8202.9' THRESHOLD AT ENTRY 8202.9' THRESHOLD AT ENTRY 8202.6' WOOD WALK WA Y PAVER DRIVE / PARKING EDGE OF DRIVE 10" 24" 18" 18" 18" 48" 24" 12" 18" 18" 18" 8208 8209 8210 8207 8206 8205 8204 8203 8202 8201 8200 8210 8209 8208 8207 8206 8205 8204 8203 8202 8202 8202 8211 COVERED DECK 2ND LEVEL DECK 4" IRON PIPE IRR. VALVE BOX UTIL. BOX 5' UTILITY EASEMENT 10' UTILITY EASEMENTS00° 46'00"W 83.43'N09° 08'00"W109.66'S83° 01'23"E 135.01' R=671.00 L=115.94' ∆=9°54'00" T=58.11 CH=S85°49'00"W 115.80 2 STORY DWELLING/ GARAGE 8' - 0"8 ' - 0 " 8' - 0"7' - 6"EXISTING CONCRETE WALKWAY TO BE REMOVED. REPLACED WITH STEPPING STONES. PROPOSED ADDITIONAL HARDSCAPE DRIVEWAY = 1,921 SF BUILDING = 2,454 SF DECK = 1041 SF PROPOSED SOFTSCAPE = 5,641 SF PROPOSED ADDITONAL PATIO = 661 SF APPROX. LINE OF ROOF ABOVE LINE OF EXISTING DECK APPROX. LINE OF ROOF ABOVE US Mail Only: P. O. Box 2378Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Scale Date Drawn by Checked by Issue Date 6/26/2018 12:25:14 PM1" = 10'-0"312 MILL CREEK CR.A2.1 LANDSCAPE COVERAGE HB 05-09-18 REVISION SCHEDULE # DESCRIPTION DATE 1" = 10'-0"1 LANDSCAPE COVERAGE 0' 10' 20' 30' 312 Mill Creek, Vail, CO Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is 11,718 SF LANDSCAPE AREA: The area of a site not covered by buildings, driveways, and covered walkways. Core development (hardscape) such as walks, decks, patios, terraces, water features, and like features shall also be considered landscape area as long as they do not exceed twenty percent (20%) of the landscape area. Landscape Area Lot Size 11,718 SF 60% Landscape Area Requirement 7,031 SF 80% of 7,031 (Softscape area target) 5,625 SF Building Footprint= 2,454 SF Existing driveway = 1,921 SF Lot Area (11,718 SF) – Building Footprint (2,454 SF) – Driveway (1,921 SF) = Current Landscape Area (7,343 SF) Existing Deck (1041 SF) + Proposed Patio (661 SF) = Proposed Hardscape (1702 SF) Current Landscape Area (7,343 SF) - Proposed Hardscape (1702 SF) = Proposed Softscape (5,641 SF) 09/06/18 CONCRETE WALL WOOD TIE RETAINING WALL ONUMENT ON REBAR UTIL. PED. UTIL. PED. ELECT. METER UNMAINTAINED FENCE 4" PVC 8212.2' TOP OF DECK 8202.3 GARAG SLAB 10" 24" 18" 18" 18" 48" 24" 18" 18" 8208 8209 8210 8207 8206 8205 8204 8203 8202 8201 4" IRON PIPESTONE WALKUTIL. BOXS00° 46'00"W 83.43'S83° 01'23"E 2 STORY DWELLING GARAGE BBQ EXISTING CONCRETE WALKWAY TO BE REMOVED. REPLACED WITH STEPPING STONES. GARAGE HOUSE FREE STANDING BBQ REMOVABLE STONE OVER POOL COVER HATCH REGION SHOWS. TYP. COLORADO BUFF FLAGSTONE MORTAR SET TO CONC. SLAB BELOW. SNOW MELT TO BE TIED INTO EXISTING HOME BOILER SYSTEM 9'-0''X13'-0" SPA (SURFACE OF WATER) W/ AUTOMATED SAFETY COVER 2"3' - 2" 2' - 0" ACCESS HATCH FIRE PIT COLORADO BUFF STONE CAP 2 A6.0 3' - 8"SF= 490 SF A6.0 1 TYP. SNOW MELTED COLORADO BUFF FLAGSTONE PATIO 2' - 0" 13' - 0" 6' - 0"2' - 0" 9' - 0" 2" 8"5' - 0" 10"3' - 0"1' - 11 3/4"3" 3' - 4 1/4" LINE OF 8'' CONCRETE VAULT BELOW 4'-6" TABLE1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12" 15' - 0" 5' - 4" 8" 8206'-6" 21' - 0" 4' - 5 1/4"26' - 7 3/4"14' - 0" EXISTING TREE TO REMAIN SLV RUSTY SLOT LANDSCAPE LIGHTS 18" OR LESS ABOVE GRADE UP T.O. HATCH @ 8206'-6 1/4" 8206'-6" 8206'-5 3/4" 8206'-4"8' - 10 1/4"8206'-6" 8206'-6"15' - 7 3/4"EXTERIOR FIRE PIT INSTALLED W/ 30 MIN. AUTOMATIC SHUTOFF PER T.O.V. ORD. #14 8' - 4"8206'-5 1/2" N8 206 E8206 8207'-0" 6' - 10 3/4" 7' - 5 1/8" 14' - 3 7/8"R 3' - 0"R 9 '- 1 1" 8206'-5 3/4"3' - 6"3' - 6 3/8"R 6' - 0"R 7' - 2"US Mail Only: P. O. Box 2378Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Scale Date Drawn by Checked by Issue Date 5/9/2018 2:55:31 PM1/4" = 1'-0"312 MILL CREEK CR.A3.0 OUTDOOR LIVING PLAN HB 05-09-18 1/4" = 1'-0"1 OUTDOOR LIVING PLAN 0' 2' 4' 8' 16' REVISION SCHEDULE # DESCRIPTION DATE 09/06/18 1 1/2'' COLORADO BUFF STONE CAP 4'' STONE VENEER 8''X8''X4'' STEEL BOX LEG 1 1/2'' COLORADO BUFF 1' - 2" REMOVABLE STEEL PANEL COVERING FIREPLACE MECH. LOCATED ON WEST SIDE OF FIREPLACE 1' - 11 1/8"5' - 0"1' - 2"1 1/2 MORTAR BED 1/8" : 1'-0"1/8" : 1'-0" OPENPAN DEPTH2 3/8"1/2" 6" 8" 1" 1 1/2"1/2" 6" 8"1" 1 1/2"HPC 37" BOWL PAN FIRE ELEMENT 7/8"1'' VOLCANIC ROCK BED 1 1/2'' COLORADO BUFF STONE CAP PROVIDE SNOW LOOP FOR FIRE PIT STONE CAP 4'' STONE VENEER 3D DRAINAGE MEDIUM BEHIND STONE 4'' CMU BLOCK WALL OVER CONC. PROVIDE AIRVENTS ARE REQ'D BY MANUFACTURE W/ STONE LOUVER L 8X4X1/2 STL. ANGLE TO SUPPORT STONE VENEER WELDED TO BOX BELOW 8X8X4 STEEL BOX LEG L 3''X 3'' STL. ANGLE 1 1/2'' COLORADO BUFF PAVERS 1 1/2'' MORTAR BED 5' - 0" 8" 3' - 8" 8" 1/8" : 1'-0"1/8" : 1'-0" 2" 1 3/8" LIP 3' - 1" BOWL PAN 1 3/8" LIP 3" 3' - 2 3/4" 3"1' - 6"US Mail Only: P. O. Box 2378Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Scale Date Drawn by Checked by Issue Date 5/9/2018 2:55:31 PM1 1/2" = 1'-0"312 MILL CREEK CR.A6.0 DETAILS HB 05-09-18 REVISION SCHEDULE # DESCRIPTION DATE 1 1/2" = 1'-0"1 WEST ELEVATION 1 1/2" = 1'-0"2 SECTION NORTH SOUTH 09/06/18 CRITICAL DATA SPA SHAPE RECTANGLE SPA DIMENSIONS LENGTH: 9'-0" WIDTH: 13'-0" DEPTH: 3'-6" WATER SURFACE AREA: 114 SQUARE FEET WATERLINE PERIMETER 120 LINEAR FEET OUTSIDE PERIMETER 191 LINEAR FEET INTERIOR SURFACE AREA 146 SQUARE FEET TOTAL WATER VOLUME 2459 GALLONS TURNOVER TIME 27 MINUTES TURNOVER RATE 90 G.P.M. FILTRATION MEDIA CARTRIDGE FILTRATION RATE .375 G.P.M./S.F. CALCULTATED T.D.H. 47.8 FEET OF HEAD DISTANCE TO EQUIPMENT 10 FEET ESTIMATED BATHER LOAD 6-10 PPL/DAY FITTING SCHEDULE = SINJET - HYDROTHERAPY JET, SINGLE = TRIJET - TRIPLE HYDROTHERAPY JET = STRDN - SUCTION STRIP DRAIN = STRDN - SUCTION STRIP DRAIN = SRFSKM- SURFACE SKIMMER = FLOJET - FLOOR JET = SPACON - SPA SIDE CONTROLLER = LIGHT FIXTURE = CIRRET - CIRCULATION WALL RETURN ® ® AQ2.1 PLAN ISSUEDATEPROJECT:DRAWING:SHEET NO. MAXIMUM COMFORT POOL & SPA, INC. 970-949-6339 BASS RESIDENCE SPAVAIL, COPERMIT7.11.18 09/06/18 SPA PIPE FITTING SCHEDULE PROVIDE 2" CLEARANCEOF REINFORCEMENT STEEL FROM SOIL IN WALLS AND 3" CLEARANCEIN FLOOR SLABS. USE ALL 4" BARS KEY FITTING LINE STYLE 1 SPA JET SUCTION PIPING 3" I.D. 2 SPA JET RETURN PIPING 2.5 " I.D. 3 SPA CIRCULATION FLOOR SUCTION PIPING 2" I.D. 4 SPA SKIMMER SUCTION PIPING 2" I.D. 5 SPA CIRCULATION RETURN PIPING 2" I.D. AUTO. COVER HYDRAULIC LINE CONDUIT 2" I.D. EF 20 6 SPA EQUIPMENT SCHEDULE KEY FITTING QTY. VOLTS AMPS 10 JET PUMPS - SR INTELLIPRO XF+VS-023005 2 230 16 11 CIRC PUMP - SR INTELLIPRO VS P6E6VS4H 1 230 16 12 CARTRIDGE FILTER - CLEAN & CLEAR PLUS -240 1 13 SPA HEAT EXCHANGER - AIC M-LINE 300 1 14 CHEMICAL FEEDER - INTELLICHLOR IC 20 1 15 SPA LIGHTS - GLO BRITE LED 4 12 1 16 AUTO. COVER - AQUAMATIC HYDRAULIC 1/2 HP 1 120 6 18 IC20 CHLORINE GENERATOR 1 2" 2-WAY VALVE - BALL VALVE SPEARS COMPACT 12 AQ2.2 ISSUEDATEPROJECT:DRAWING:SHEET NO. MAXIMUM COMFORT POOL & SPA, INC. 970-949-6339 BASS RESIDENCE SPAVAIL, COPERMIT7.11.18 09/06/18 AQ3.1 ISSUEDATEPROJECT:DRAWING:SHEET NO. MAXIMUM COMFORT POOL & SPA, INC. 970-949-6339 BASS RESIDENCE SPAVAIL, COPERMIT7.11.18 09/06/18 SOLGREEN ENGINEERING AND PROPERTY SOLUTIONSSPA BENCH SECTION 1"=1'-0"SCALE: OPENING DETAIL NONESCALE: NOTES NONESCALE: WET NICHE LIGHT 1"=1'-0"SCALE: CIRCULATION RETURN 1"=1'-0"SCALE: FLOOR SUCTION OUTLET REINFORCING DETAIL 1"=1'-0"SCALE: H:\temp\Bass Res\Bass Res Spa.dwg09/06/18 SOLGREEN ENGINEERING AND PROPERTY SOLUTIONSSPA STAIR SECTION 1"=1'-0"SCALE: H:\temp\Bass Res\Bass Res Spa.dwg09/06/18