HomeMy WebLinkAbout501 Unwind St - 210534100003Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-022321-2021 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 9/14/2021 Expires: 1/12/2022 On-Site Wastewater Treatement System Project Address Parcel Number 501 UNWIND STE Restroom Bldg, BEAVER CREEK AREA,210534100003 Owner Information Address Bill Kennedy Phone: (970) 331-6029 Cell: Email: bkennedy@vailresorts.com Inspections: For Inspections Call: (970) 328-8755 Engineer Phone Email Contractor License Number Phone Email Permitted Construction / Details: A licensed installer has not been identified. No person shall install, renovate, or repair an OWTS in Eagle County (EC) without a valid EC Systems Contractor License. Any person that conducts a business as a systems contractor without having obtained a valid license section commits a Class 1 petty offense as defined in section 18-1.3-503, C.R.S. Please notify the department when an installer is identified, prior to installation of the OWTS Install the vault privy hut exactly as shown in the Biological Mediation Systems (BMS) design. The vault is designed to serve the restrooms for the warming hut for Ski Patrol at McCoy Park. The BMS vault has a capacity of 5165 gallons and with the vault evaporative system is expected to accommodate 77,000 use before pumping of the vault is required. Maintain all applicable setbacks. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health prior to the use of the system THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Claire Lewandowski Date September 14, 2021 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Tuesday, September 14, 2021 1 *************************************************************************** APPLICATION FOR ON-SITE WASTEWATER TREATMENT SYSTEM (OWTS) PERMIT INCOMPLETE APPLICATIONS MAY NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE FOR NEW OWTS OR MAJOR REPAIRS $800.00 MINOR REPAIR FEE $400.00 Fee includes the design review, permitting and maintenance of OWTS records Make all checks payable to: Eagle County Treasurer Property Owner: _______________________________________Phone: ________________________ Owner Mailing Address: ________________________________ email: _________________________ Professional Engineer: __________________________________ Phone: ________________________ Applicant / Contact Person: ______________________________Phone: ________________________ Licensed Systems Contractor Name / Company: ___________________________________________ Contractor Mailing Address: _________________________________ Contractor License #:_______ Contractor Phone Number: ________________________ email: ______________________________ OWTS Permit Application is for: ____ New Installation ____ Alteration ____ Repair Tax Parcel Number: _________________________________ Lot Size: ________________________ Assessor’s Link: www.eaglecounty.us/patie/ Physical Address: _____________________________________________________________________ Legal Description: ____________________________________________________________________ Building Type: _____ Residential / Single Family _____ Residential / Multi Family _____ Commercial / Industrial Number of Bedrooms: ______ Number of Bedrooms: ______ Type of Use: _______________ *As of 06/27/2014, all systems require design by a Registered Professional Engineer. Type of Water Supply: ____ Private Well ____ Spring ____ Surface ____ Public If Public, Name of Supplier: ____________________________________________________________ Applicant Signature: ______________________________________Date:_______________________ **************************************************************************** Office Use Only: OWTS PERMIT # __________________ BUILDING PERMIT # ____________________ Amount Paid: ___________ Receipt #: ___________ Check #: ___________ Date: ______________ DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us P.O. Box 179 500 Broadway Eagle, CO 81631 environment@eaglecounty.us Inspection Result Eagle County, Colorado P.O. Box 179 500 Broadway Eagle, CO Phone: (970) 328-8730 Fax: (970) 328-7185 IVR Phone: 1-866-701-3307 Inspection Number: BEAVER CREEK AREA - 501 UNWIND - 517793 Permit Number: OWTS-022321-2021 Inspection Date: 09/27/2022 Inspector: Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: NewOwner:Vail Resorts Development Company Job Address:501 UNWIND STE Restroom Bldg IVR Pin Number:194049 BEAVER CREEK AREA, CO Project:<NONE> Parcel Number:210534100003 Contractor:Phone: / Cell: Inspection Status: Approved Inspection Notes Inspector Comments Added Item: Septic Tank The vault is designed to serve the restrooms for the warming hut for Ski Patrol at McCoy Park. The BMS vault has a capacity of 5165 gallons and with the vault evaporative system is expected to accommodate 77,000 use before pumping of the vault is required. Added Item: Record Photos Received 9/27/2022 from Himmelman Construction. Added Item: Site and Soil Received 9/1/2021 from Himmelman Construction. Added Item: Final Certification Letter Received 9/23/2022 from Himmelman Construction. Added Item: General Plan Received 9/1/2021 from Himmelman Construction & Alpine Engineering. Added Item: Identification of Systems Contractor RPM Construction installed the vault. Tuesday, September 27, 2022 For more information visit: http://www.eaglecounty.us Page 1 of 1 Waste Treatment Systems National Value Engineered Structures DEVAP 2000, Patent No. 5,342,516 Prefabricated Public Restrooms Vault Evaporator, Patent No. 5,573,661 Water Flush and Waterless 200 Industrial Drive · Hillsdale, MI 49242 A Shane Group, LLC Company December 14, 2021 To: Himmelman Construction From: Veronica Wagner Re: McCoy Park WRS Vault To Whom It May Concern: This is to confirm that the vaults and the WRS Vault Evaporator that is installed at McCoy Park is built to our plans and specifications and was set in the ground correctly. If you have any questions, please feel free to contact me at 970-290-9368 Providing Technology Today... For the Future Toll Free: 800-524-1097 E-mail: veronica@bmsprefab.com www.biologicalmediation.com 18'-0"5'-0"23'-0"12"12"25'-0" ROOF3'-0"4'-7"3'-0" 27'-0" 11'-0"11'-0" 29'-0" ROOF STUD TO STUD 1'-0" CLEAR 2x6 VENT STACKS 2x4 18'-4" SLABS12"12" 27'-4" SLAB ACCESS HATCH 5'-0" 4'-7"5'-11"5'-11"4'-6"4'-6"9'-0"9'-0"5'-0" 5'-0" CLEAR 5'-0"5'-0" CLEAR5'-0"9'-2" SLAB9'-2" SLAB4'-6"4'-6"4'-6"4'-6"4'-6"4'-6"10" 4'-0" 5'-0" ACCESS HATCH VENT STACKS 1'-5"26'-2" 1'-5" 10" LOG POST TYP. @ EXTERIOR WALLS 10" LOG POST 10" 4'-0"2'-0"5'-0"23'-0"12"12"25'-0" ROOF1'-0" 27'-0" LOG TRUSS 1'-0" 10" LOG POST 10" LOG POST2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"ENGINEERED TRUSSES (24" O.C. TYP.) FASCIA SUPPLIED AND FIELD INSTALLED BY CONTRACTOR / OWNER 29'-0" ROOF (ENGINEERED TRUSSES) FASCIA SUPPLIED AND FIELD INSTALLED BY CONTRACTOR / OWNER ENGINEERED TRUSS (TYP.) 2x TRUSS BLOCKING (TYP.) ENGINEERED TRUSS (TYP.) 2x TRUSS BLOCKING (TYP.) 2x6 T&G EXPOSED AT SOFFITS & PORCH AREA (TYP.) FASCIA BLOCKING SUPPLIED AND FIELD INSTALLED BY CONTRACTOR / OWNER FASCIA BLOCKING SUPPLIED AND FIELD INSTALLED BY CONTRACTOR / OWNER ACCESS HATCH 26'-4"6"BMS WRS VAULT EVAPORATION SYSTEM PATENT NO. 5,573,661 AIR INTAKE 6"12 5 8'-0" WALLS15'- 93 8"3'-0"BY CONTRACTOR (TYP.)8'-2" 6"3'-0"6"8"BMS WRS VAULT EVAPORATION SYSTEM PATENT NO. 5,573,661 8'-2" BMS WRS VAULT EVAPORATION SYSTEM PATENT NO. 5,573,661 ROOFING: CERTAINTEED (40 YR.) "PRESIDENTIAL" SHAKE LOOK (COLOR: AGED BARK) TO BE FIELD INSTALLED BY CONTRACTOR / OWNER. BMS WRS VAULT EVAPORATION SYSTEM PATENT NO. 5,573,661 AIR INTAKE LOG TRUSS TO BE FIELD INSTALLED BY CONTRACTOR / OWNER. 2x10 "RUSTICATED" ROUGH SAWN CEDAR SIDING (SUPPLIED & FIELD INSTALLED BY CONTRACTOR / OWNER) MEN WOMEN 26'-4" 6"7'-8" TO LOG TRUSS6"14'-958"12 53'-0"8'-0" WALLSFRONT FASCIA (SUPPLIED & FIELD INSTALLED BY CONTRACTOR / OWNER) IN FRONT OF LOG TRUSS CLARIFICATION NOTE: FASCIA (SUPPLIED & FIELD INSTALLED BY CONTRACTOR / OWNER) EXTENDS BEYOND LOG TRUSS LOG TRUSS DOES NOT EXTEND BEYOND LOG POSTS (SEE LOG TRUSS DETAIL ON SHEET 2)312"912"NOTE: CONTRACTOR TO FIELD CUT DETAIL (FASCIA SUPPLIED BY OWNER - TYP.) 1'-0" 2x6 T&G DECKING 2x FASCIA BLOCKING SUPPLIED & FIELD INSTALLED BY CONTRACTOR / OWNER 1x4 SPF FASCIA (SUPPLIED & FIELD INSTALLED BY CONTRACTOR / OWNER)BMSPLANS, ELEVATIONS & GENERAL NOTES1SIGNS SHALL BE INSTALLED ON THE WALL DOOR. MOUNTING HEIGHT SHALL BE AT SHOWN ABOVE). WITH RAISED BRAILLE. NOTE: ADA H.C. SIGN ADJACENT TO THE LATCH SIDE OF THE SIGN. (DESIGN MAY VARY FROM THAT 60" A.F.F. TO THE CENTERLINE OF THE RESTROOM FLOOR PLAN SCALE: 1/4" = 1'-0" SIDE VIEW SCALE: 1/4" = 1'-0" FRONT VIEW SCALE: 1/4" = 1'-0" REAR VIEW SCALE: 1/4" = 1'-0"4PLANS APPROVED PLANS APPROVED AS NOTED YES BY: TITLE: DATE: NO YES ANSI A117.1 1998 HANDICAP ACCESSIBILITY FLOOR LIVE LOAD: BALANCED/UNBALANCED ROOF SNOW LOAD CODE REFERENCE: CODE REFERENCE: OCCUPANCY TYPE: BASIC WIND SPEED: WIND EXPOSURE: 50 PSF U 115 Vult, Vasd 90, RISK CATEGORY II 80.6/80.0 C 2018 IBC DESIGN CRITERIA ELECTRIC CODE: ALLOWABLE SOIL: 2020 NEC 1000 PSF BEARING PRESSURE SEISMIC DESIGN CATEGORY:B NOTES: ROOF SNOW LOAD 175 PSF ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" I. BASIC CONSIDERATIONS FURNISHING A PLANT-FABRICATED RESTROOM FACILITY AND FOUNDATION / VAULT, INSTALLED IN ACCORDANCE WITH THIS AND OTHER SECTIONS OF THESE SPECIFICATIONS. THE STRUCTURES MUST MEET OR EXCEED THESE SPECIFICATIONS. A. THE CONTRACTOR / OWNER WILL FURNISH AND INSTALL PLANT FABRICATED FACILITY, MODEL : R8-2718 DOUBLE -W-LOG ARCHITECTURAL TRUSS & AC POWER, NATIONAL VALUE ENGINEERED STRUCTURES BY BIOLOGICAL MEDIATION SYSTEMS, L.L.C., HILLSDALE, MI 49242, 1-800-524-1097. B. THE BUILDING AND FOUNDATION/VAULT MUST BE ENGINEERED AND PREFABRICATED, INCLUDING BUILDING STRUCTURE, FOUNDATION/VAULT, WIRING, AND OTHER ELEMENTS SHOWN ON THE DRAWINGS. BUILDING SUPPLIER MUST BE REGISTERED / CERTIFIED TO BUILD PREFABRICATED BUILDINGS IN THE STATE IN WHICH THEY ARE MANUFACTURED. THE BUILDINGS SHALL BE FACTORY CONSTRUCTED ON PRECAST CONCRETE SLABS. C. GENERAL NOTES: II. SITE PREPARATION, EXCAVATION AND FILL INITIAL SITE PREPARATION WILL BE UNDER THE DIRECTION OF THE GOVERNING AGENCY (OWNER), I.E., REMOVAL OF EXISTING LAWNS, SHRUBS, OR DIRT IN THE AREA OF THE BUILDING A. ALL MATERIALS AND DESIGN OF WALKWAYS, RAMPS, RAILINGS, DECKS, PORCHES, PIERS AND / OR COLUMN FOOTINGS WILL BE PROVIDED BY THE CONTRACTOR / OWNER. B. THE CRANE FOR OFF LOADING AND SETTING THE STRUCTURE ONSITE WILL BE THE RESPONSIBILITY OF THE CONTRACTOR / OWNER. TWO HOURS WILL BE ALLOWED FOR OFF LOADING. ADDITIONAL CHARGES WILL BE BILLED TO THE CONTRACTOR / OWNER FOR DELAYS. A SPREADER BAR ASSEMBLY WILL BE REQUIRED. THE DIMENSIONS FOR THE LIFTING POINTS ARE OUTLINED ON A SHOP DRAWING. THESE MUST BE REVIEWED BY THE CRANE COMPANY FOR CLARIFICATION AS TO THE REQUIREMENTS OF THE SPREADER BAR ASSEMBLY. CONTRACTOR / OWNER WILL PROVIDE A CLEAR AND SAFE ACCESS TO THE BUILDING SITE FOR THE DELIVERY TRUCK. THIS INCLUDES NARROW BRIDGES, LIMITED WEIGHT BRIDGES, LOW OVERHEAD OBSTRUCTIONS AND ALL TRAFFIC CONTROL, IF NEEDED. IF ACCESS CANNOT BE PROVIDED VIA DELIVERY TRUCK, THE CONTRACTOR / OWNER WILL TAKE DELIVERY AT AN ALTERNATE SITE AND WILL BE RESPONSIBLE FOR FINAL TRANSPORTATION TO THE JOB SITE. THE PICK-UP LIFTS FOR THE BUILDING SLABS WILL BE PROVIDED BY BMS. C. III. UTILITY HOOK-UPS THE MAIN ELECTRICAL SUPPLY, CONNECTION, METER AND DISCONNECT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR / OWNER. THE MAIN ELECTRICAL SUPPLY CAN BE BROUGHT THROUGH THE EXTERIOR WALL OF THE BUILDING, OR AS DESIGNATED ON THE PLANS. A. IV. ANCHORING OF THE RESTROOM ANCHORING THE RESTROOM TO THE FOUNDATION SHALL BE PER MANUFACTURERS DRAWINGS AND SPECIFICATIONS, INCLUDING WELD PLATES BETWEEN THE FLOOR SLAB AND VAULT, TO BE SUPPLIED BY BMS AND FIELD INSTALLED BY THE CONTRACTOR / OWNER. A. GENERAL NOTES CONTINUE ON SHEET 2 MATERIAL 16 GA. METAL DOOR & WINDOW SCHEDULE ALUMINUM ROOM FINISH SCHEDULE CONCRETE MATERIAL NUMBER TYPE 1 3-0 WIDTH CHASE/UTILITY102 NUMBER 101 ROOM MEN'S & WOMEN'S SIZE HEIGHT 6-8 BROOM NON SKID FINISH FLOOR GRAY COLOR CLOSER WOOD LCN (ADA) 146128 FRAME PAINTED FINISH BASE BOARD CLEAR MISC. B663 DEADBOLTS DOOR LEVER WALLS FRP WHITE COLOR ECBB1100 HAGER HINGE CEILING FRP FINISHMATERIAL WOOD WHITE COLOR HARDWARE 18 GA. METAL DOOR --- MM1480A DOOR SWEEP ROOM NAME CONCRETE BROOM NON SKID GRAY MATERIAL FINISH MATERIAL FINISH ---PLYWOOD --------------- 1 FIXED WINDOW CLAD WOOD ---44"14"---------"OBSCURE" FINISHED TEMPERED GLASS SCHLAGE 2 16 GA. METAL WALL VENT 16 GA. METAL ---12"12"---------BIRD & BUG SCREENSTAINLESS STEEL 16 GA. METAL23-0 6-8 PAINTED ECBB1100 HAGER18 GA. METAL DOOR MM1480A, DOOR SWEEP & IVES HEAVY DUTY CRASH STOPSCHLAGE RHODES D 40 S--- PUSH / PULL PLATESTRIMCO 1001 & 1018 B663 SCHLAGE 1---McCOY PARKBEAVER CREEK, COLORADOC:\P_Arch\Projects\BMS\Beaver Creek-McCoy Park\R8-2718 DBL-W-LOG-ARCH TRUSS-AC.DWG 3/28/20R8-2718 DBL-w-LOG-ARCH TRUSS - ACTHE BUILDING WILL BE SHRINK WRAPPED FOR PROTECTION DURING TRANSPORTATION. DURING TRANSPORTATION IF RAIN OR SNOW IS ENCOUNTERED THE BUILDING MAY ARRIVE DIRTY. CLEANING THE BUILDING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR / OWNER. THE CONTRACTOR / OWNER WILL BE RESPONSIBLE FOR TOUCH UP PAINTING AND REPAIR FROM SCREWS AND NAILS USED TO ATTACH THE SHRINK WRAP. TOUCH UP PAINT WILL BE PROVIDED. D. INTERIOR PTD. WHITE SIDE FASCIA DETAIL (@ FRONT) SCALE: 3/4" = 1'-0" SECTION THROUGH FRONT FASCIA SCALE: 3/4" = 1'-0"(REAR FASCIA SIM.)2REVISIONS PER OWNER REVIEW COMMENTS4/07/213REVISIONS PER STATE REVIEW COMMENTS5/05/21C.D.O.H. Administrative Rules 8 C.C.R. 1302-14 05/05/2021 STRUCTURAL ITEMS ONLY State of Colorado Division of Housing APPROVED PLANS Subject to field inspection May 13, 2021 R49 CEILING INSULATION TO BE SUPPLIED BY BMS AND FIELD INSTALLED BY CONTRACTOR / OWNER R21 INSULATION IN WALLS H18 FIBERGLASS TOILET "DROP IN" CEILINGS (2x4 @ 16" O.C.) w/ 2x4 RIM BOARD NAILED INTO DOUBLE TOP PLATE 21 6d NAILS EVERY 16" EXTRUDED ALUMINUM BASE 26'-4" 6" BMS WRS VAULT EVAPORATION SYSTEM PATENT NO. 5,573,661 AIR INTAKE 27'-8"3'-0"1'-0"8'-0" WALLS6"15'- 93 8" 12 5 R5 RIGID FOUNDATION INSULATION AT PERIMETER OF VAULT (TYP.) TO BE SUPPLIED AND FIELD INSTALLED BY CONTRACTOR / OWNER NOTE: FOUNDATION INSULATION (BY OTHERS) TO BE INSTALLED ACCORDING TO MFR. INSTRUCTIONS INCLUDING ABOVE GRADE PROTECTION, AS NEEDED (3) 2x6 DOOR HEADERS -RESTROOM- FRAME ROUGH OPENING FOR DOOR FRAME 15 32" CDX 2x6 STUD WALL 16" O.C. EXTERIOR SIDING SIMPSON HTT5 HOLDOWNS AT EACH CORNER, IN EACH DIRECTION 5/8" X 7" ITW REDHEAD TRUE BOLT WEDGE ANCHORS AT EACH CORNER, IN EACH DIRECTION 3 5/8" MINIMUM EMBEDMENT 1 - 2x TRIMMER STUD & 2 - 2x KING STUD WITH 16d NAILS @ 16" O.C. STAGGERED. 2 - 2x TOP PLATE W/ 16d NAILS @ 16" O.C. TRIPLE 2x6 HEADERS W/ 3- 16d NAILS @ EACH END, PER STUD 2x6 T&G FIELD INSTALLED BY CONTRACTOR / OWNER NOTE: FASCIA TO BE SUPPLIED & FIELD INSTALLED BY CONTRACTOR / OWNER) 3"x3" DRIP EDGE (FIELD INSTALLED BY CONTRACTOR / OWNER) H10 TRUSS CLIP AT EACH END SHAKE LOOK SHINGLE ROOFING SYSTEM OVER ICE AND WATER SHIELD SUPPLIED BY BMS AND FIELD INSTALLED BY CONTRACTOR / OWNER 2x TRUSS BLOCKING NOTE: SIDING TO BE SUPPLIED & FIELD INSTALLED BY CONTRACTOR / OWNER) 2x6 T&G EXPOSED SOFFIT (FIELD INSTALLED BY CONTRACTOR / OWNER) ENGINEERED TRUSS (TYP.) SONong-Tie° 2x BLOCKING BETWEEN TRUSSES 7'-8" TO BOTTOM OF LOG TRUSS14'- 71 2" 27'-0" 10"25'-4" BETWEEN LOG POSTS WITH MOON CUT AT TOPS TO ACCEPT TRUSS 10"8'-6"14'-112"5'-712"12 5 50. 0 0 °40.00° 50.00 °40.00°BMSSECTIONS, DETAILS AND GENERAL NOTES2BUILDING SECTION SCALE: 3/8" = 1'-0" NAILING SCHEDULE TYPE OF FASTENERSDESCRIPTION 2x4 AND 2x6 WALL MULTIPLE STUDS 2x6 T&G 16d MC. GALVANIZED NAIL MIN. 8d MC. GALVANIZED NAIL MIN.15/32" BACKER BOARD DOUBLE TOP PLATE 5/8" TREATED PLYWOOD "ACX" PLYWOOD 2x SUB-FASCIA TO TRUSS TAIL 4x6 HEADER OVER OPENING DOUBLE TOP PLATE AT SPLICES CORNER OF LONG WALL TO SIDE WALL AT RESTROOM DOOR OPENING CORNER OF LONG WALL TO SIDE WALL & CHASE WALL TO LONG WALL (USE W/HARDI-PANEL ONLY) 15/32" OR 23/32" "CDX" SHEATHING 6" O.C. EDGES/8" O.C. FIELD 16" O.C. EACH SIDE 3 PER STUD 2 - 16" O.C. 2 AT EACH TRUSS 4 EACH SIDE OF SPLICE 16" O.C. 6" O.C. EDGES/8" O.C. FIELD 6" O.C. EDGES/8" O.C. FIELD 6" O.C. EDGES/8" O.C. FIELD 3 EACH CONNECTION 16" O.C. STAGGERED FASTENER SPACING 16Dx3-1/2"2 EACH CONNECTION 16d MC. GALVANIZED NAIL MIN. 16d MC. GALVANIZED NAIL MIN. 8d MC. GALVANIZED NAIL MIN. 8d MC. GALVANIZED NAIL MIN. 8d MC. GALVANIZED NAIL MIN. 16d MC. GALVANIZED NAIL MIN. 16d MC. GALVANIZED NAIL MIN. 16d MC. GALVANIZED NAIL MIN. 16d MC. GALVANIZED NAIL MIN. 16d MC. GALVANIZED NAIL MIN. FRAMING DETAIL SCALE: 1" = 1'-0" CORNER DETAIL SCALE: 1" = 1'-0"HEADER DETAIL SCALE: 1" = 1'-0" TOP AND BOTTOM PLATE TO STUD 16d MC. GALVANIZED NAIL MIN.2 EACH CONNECTION 4ROOF / EAVE DETAIL SCALE: 1" = 1'-0" CONTINUED FROM SHEET 1GENERAL NOTES: V. BUILDING MATERIAL / CONSTRUCTION SPECIFICATION THE STRUCTURE SHALL BE NATIONAL VALUE ENGINEERED STRUCTURES, MODEL : R8-2718 DOUBLE -W-LOG ARCHITECTURAL TRUSS & AC POWER, BY BIOLOGICAL MEDIATION SYSTEMS, L.L.C. A. THE STRUCTURE SHALL CONSIST OF FOUR FACTORY CONSTRUCTED UNITS, THE BUILDINGS AND THE VAULTS. THE VAULTS SHALL BE WATER TIGHT VAULTS WITH FACTORY INSTALLED SPRAY IN TWO PART 100% SOLID POLYURETHANE CHEMICAL RESISTANT LINERS. THE VAULTS SHALL BE BUILT BY A PRECAST COMPANY THAT IS CURRENTLY CERTIFIED BY THE NATIONAL PRECAST CONCRETE ASSOCIATION. ALL NECESSARY CONNECTIONS BETWEEN THE BUILDINGS AND FOUNDATION/VAULTS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR / OWNER. B. THE STRUCTURES SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO AND ALL PLANS SHALL BEAR HIS SEAL. C. THE OWNER WILL BE RESPONSIBLE FOR ALL LICENSES, PERMITS, TAXES AND APPROVALS.D. VI. PRECAST CONCRETE FLOOR SYSTEM AND FOUNDATION / VAULT A .RESTROOM FLOOR: THE FLOORS SHALL BE ONE PIECE STRUCTURAL MONOLITHIC PRECAST CONCRETE SLABS, MANUFACTURED IN A CLOSED ENVIRONMENTALLY CONTROLLED PLANT. CONCRETE TO DEVELOP 5,000 PSI IN 28 DAYS. THE FLOOR SLABS SHALL BE DESIGNED AND ENGINEERED WITH PICK-UP POINTS FOR POSSIBLE FUTURE RELOCATION. THE SLABS SHALL BE 6" THICK CONCRETE WITH A 6" STEEL ANGLES AROUND THE PICK-UP POINTS OF THE SLABS, THE FLOOR FINISH SHALL HAVE A NON-SKID HEAVY BROOM FINISH. AFTER THE SLABS ARE CURED, THEY WILL BE SEALED WITH A TWO COAT, TWO-PART EPOXY COATING. THE MINIMUM REBAR SIZE SHALL BE #4 AT 12" O.C. ANCHOR BOLTS SHALL BE 5 8". THE ANCHOR BOLTS WILL BE EMBEDDED IN A MINIMUM 4" OF CONCRETE. THE WALLS WILL BE INSTALLED DIRECTLY ON CONCRETE. INSTALLATION OF WALLS ON FERROUS (STEEL) SURFACES WILL NOT BE PERMITTED. FLOOR DRAINS WILL BE PRECAST INTO THE SLAB. JOINT FILLER WILL BE SUPPLIED BY BMS AND FIELD INSTALLED BY CONTRACTOR / OWNER, BETWEEN THE FLOOR SLABS. FOUNDATIONS SHALL BE MANUFACTURED IN A CLOSED ENVIRONMENTALLY CONTROLLED PLANT. CONSTRUCTION SHALL BE 6" THICK CONCRETE FLOOR WITH 6" CONCRETE WALLS. CONCRETE TO DEVELOP 5,000 PSI IN 28 DAYS. THE FLOOR SLABS SHALL BE DESIGNED AND ENGINEERED WITH PICK-UP POINTS FOR POSSIBLE FUTURE RELOCATION. B. THERE WILL BE WELD PLATES CAST INTO THE TOP OF THE VAULTS ( 4" x 1 4" x 6" ). BMS WILL PROVIDE THE 2" x 1 4" x 6" WELD PLATES THAT MUST BE WELDED ONSITE BY THE CONTRACTOR / OWNER. THIS WILL COMPLETE THE CONNECTION BETWEEN THE FLOOR SLABS AND THE FOUNDATION / VAULTS. C. VII. WOOD (STRUCTURAL WOOD MEMBERS TO BE S.Y.P., S.P.F., OR HEM FIR) WALL FRAMING: NOMINAL 2x4 AND 2x6 AT NOMINAL 16" O.C. WALLS SHALL BE BUILT IN SINGLE PIECE SECTIONS FOR LAMINATION OF THE FRP INTERIOR WALL SYSTEM.. A. ROOF FRAMING: ENGINEERED TRUSSES WITH 10" MILLED, ROUND, HAND HEWN PINE ARCHITECTURAL TRUSS WITH 10" MILLED, ROUND, HAND HEWN PINE POSTS WITH MOON CUT AT TOP, TO ACCEPT TRUSS. THE LOG ARCHITECTURAL TRUSS WILL BE FACTORY ASSEMBLED AND THEN TAKEN APART FOR SHIPMENT. SUPPLIED BY BMS AND FIELD INSTALLED BY CONTRACTOR / OWNER. B. ROOF SHEATHING: 2x6 T&G DECKING, SUPPLIED BY BMS AND FIELD INSTALLED BY CONTRACTOR / OWNER.C. ALL NAILS FOR INSTALLATION OF ROOF AND PORCH STRUCTURE TO BE FURNISHED BY CONTRACTOR / OWNER.E. VIII. THERMAL AND MOISTURE PROTECTION ROOFING MATERIAL: SHALL BE CERTAINTEED (40 YEAR) "PROFESSIONAL" SHAKE LOOK SHINGLES. COLOR TO BE "AGED BARK". IT SHALL BE INSTALLED OVER ICE AND WATER SHIELD. SUPPLIED BY BMS AND FIELD INSTALLED BY CONTRACTOR / OWNER. A. SOFFIT : EXPOSED 2x6 T&G WITH TRUSS BLOCKING. SUPPLIED BY BMS AND FIELD INSTALLED BY CONTRACTOR / OWNER.C. D. E. F.MOISTURE BARRIER: TYVEK TYPE MOISTURE BARRIER, SUPPLIED BY BMS AND FIELD INSTALLED BY CONTRACTOR / OWNER. SEALANTS: 100% SILICONE SEALANT & LATEX PAINTABLE CAULK. DRIP EDGE: 3"x 3" METAL, COLOR TO MATCH "CHESTNUT BRONZE" FROM THE WINDOWS, SUPPLIED BY BMS AND FIELD INSTALLED BY CONTRACTOR / OWNER. FASCIA : TO BE SUPPLIED AND FIELD INSTALLED BY CONTRACTOR / OWNER.B. G.VENTS : INSTALLED IN GABLE ENDS, SUPPLIED BY BMS AND FIELD INSTALLED BY CONTRACTOR / OWNER. X. FINISHES RESTROOM INTERIOR: BMS SEAMLESS, VANDAL RESISTANT, SANITARY WALL SYSTEM. PRODUCT SHALL BE KEMLITE WITH SURFASEAL. FIBERGLASS REINFORCED PLASTIC WALL SYSTEM, FLOOR TO CEILING, CORNER TO CORNER VOID OF MOLDING AND DRIVE RIVET FASTENERS. WILL NOT MILDEW, ROT OR RUST. EASY TO CLEAN, RESISTANT TO HIGH MOISTURE AND CORROSIVE ENVIRONMENT, CAN BE SCRUBBED OR STEAM CLEANED. GRAFFITI AND SCRATCH RESISTANT, COLOR WHITE 3 32" THICK, CLASS A, FIRE RATED, PEBBLE GRAIN FINISH, FIBERGLASS REINFORCED PLASTIC (FRP) LAMINATED TO ACX PLYWOOD. A. RESTROOM CEILING: CEILING SHALL BE FIBERGLASS REINFORCED PLASTIC (FRP). COLOR WHITE.B. INTERIOR WALL CORNER: 11 2" x 11 2", 93 DEGREE STAINLESS STEEL, FASTENED TO WALL WITH STAINLESS STEEL VANDAL RESISTANT SCREWS. C. BASE: 4" x 1 8" EXTRUDED ALUMINUM 6063-T6, CLEAR ANODIZED FINISH, WITH EASED TOP EDGE, FASTENED TO WALL WITH STAINLESS STEEL VANDAL RESISTANT SCREWS. D. EXTERIOR SIDING : TO BE FIELD FURNISHED AND INSTALLED BY CONTRACTOR / OWNER. THE GABLE END PLYWOOD SUPPLIED BY BMS AND FIELD INSTALLED BY CONTRACTOR / OWNER. E. PAINT AND / OR STAINING: COLOR TO BE CHOSEN BY OWNER. THE CONTRACTOR / OWNER WILL BE RESPONSIBLE FOR ON SITE TOUCH UP PAINTING AND FILLING OF ANY HOLES FROM THE SHRINK WRAP. ALL PAINTING OF 2x6 T&G, SOFFIT AND FASCIA WILL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR / OWNER. F. CORNER, DOOR, WINDOW & VENT TRIM : TO BE SUPPLIED AND INSTALLED BY CONTRACTOR / OWNER.G. XI. DOORS, WINDOWS & VENTS MATERIAL: DOORS SHALL BE 18 GAUGE STEEL. FRAMES SHALL BE 16 GAUGE STEEL. FRAMES SHALL HAVE A WRAP AROUND DESIGN TO COVER THE INTERIOR WALL. A. HARDWARE: ALL HARDWARE SHALL MEET ADA REQUIREMENTS. SEE SCHEDULE ON SHEET 1.B. WINDOWS: JELD WEN (44" x 14") LOW-E, TEMPERED, ARGON, OBSCURE, U-FACTOR (0.027) SHGC (0.031) VT (0.059) CLAD, FIXED WINDOW "CHESTNUT BRONZE" (EXTERIOR FINISH) "AURALAST PINE" (INTERIOR FINISH) PAINTED WHITE. C. WALL VENTS: 16 GAUGE 304 STAINLESS STEEL WITH 1 4" BIRD AND BUG SCREEN.D. XII. PLUMBING TOILETS: H18 FIBERGLASSA. XIII. ELECTRICAL EMT OR MC CABLE THROUGHOUTA. UNDERGROUND SLEEVE. SCHEDULE 40 GREY PVC, BY CONTRACTOR / OWNER.B. PANEL: SIEMENS 100 AMP, WITH MAIN. (OR EQUAL) 120 / 240 SINGLE PHASE.C. CHASE OUTLET: LEVITON 20 AMP GFI.D. RESTROOM LIGHTS: OWS-LED 4' LED VAPOR TIGHT. 4-OWS-LED-4000L-DIM10-MVOLT-50K-85-SSLTP E. EXTERIOR LIGHTS: RAB WPLED WITH 13 WATT LED LAMPS. FULLY SHIELDED, FULL CUTOFF WALL PACK. FULL CUTOFF OPTICS WITH FLAT TEMPERED GLASS LENS. THE BULBS & COVERS WILL NEED TO BE FIELD INSTALLED BY CONTRACTOR / OWNER. F. CHASE LIGHT(S): RAB VX100DG WITH 11 WATT LED LAMP, VAPOR TIGHT GLOBE AND METAL GUARD, SWITCHEDG. LIGHT TIMERS: MODEL STO1C BY INTERMATICH. CHASE HEATERS : Q-MARK 5HAD5 WITH INTEGRAL THERMOSTATI. RESTROOM HEATERS : MARLEY CP2501 ELECTRIC RADIANT CEILING HEAT PANELS WITH REMOTE THERMOSTATJ. XIV. SPECIALTIES 18" GRAB BAR : 1 1 2" DIAMETER STAINLESS STEEL WITH CONCEALED FASTENERS.A. 36" GRAB BAR : 1 1 2" DIAMETER STAINLESS STEEL WITH CONCEALED FASTENERS.B. 42" GRAB BAR : 1 1 2" DIAMETER STAINLESS STEEL WITH CONCEALED FASTENERS.C. TOILET PAPER HOLDERS: TO BE SUPPLIED AND INSTALLED BY OWNER.D. HAND SANITIZERS: PURELL ES TOUCH-FREEE. H10 TRUSS CLIP DETAIL SCALE: N.T.S. BIDDERS MUST HAVE MINIMUM 3 YEARS EXPERIENCE IN BUILDING THESE FLOOR SYSTEMS. THE FLOOR SYSTEM SHALL BE BUILT BY A PRECAST COMPANY THAT IS CURRENTLY CERTIFIED BY THE NATIONAL PRECAST CONCRETE ASSOCIATION. D. XV. WASTE REDUCTION SYSTEM THE SYSTEM SHALL BE MODEL: WRS VAULT EVAPORATOR (PATENT # 5,573,661). THE WRS SYSTEM SHALL INCLUDE THE EVAPORATOR UNIT, VENT PIPE, ROOF CURB AND FACTORY INSTALLED, SPRAY IN 2 PART 100% SOLID POLYURETHANE, CHEMICAL RESISTANT LINER. THE CONTRACTOR / OWNER WILL BE RESPONSIBLE FOR 8" PVC CONNECTIONS FROM THE VAULT EVAPORATOR TO THE VENT FAN, THIS WILL INCLUDE THE INSTALLATION OF THE ROOF CURB EXTENSION AND THE VENT FAN. A. UNDER PORCH AREA : 2x6 T&G DECKING. SUPPLIED BY BMS AND FIELD INSTALLED BY CONTRACTOR / OWNER.D. H.INSULATION R VALUE : (R21) EXTERIOR WALLS, (R49) CEILING THE CEILING INSULATION TO BE SUPPLIED BY BMS AND FIELD INSTALLED BY CONTRACTOR / OWNER . IX. PORCHES FOR EXTENDED ROOFS OR PORCHES SHOWN ON THE PLANS, ALL MATERIALS WILL BE SUPPLIED BY THE MANUFACTURER. HOWEVER, DESIGN AND INSTALLATION OF THE PORCH AND / OR PRIVACY SCREENS, INCLUDING PIERS AND FOOTINGS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR / OWNER. A. URINAL: BMS MODEL 101B. AC FANS : COOK ACRU-D UPBLAST CENTRIFUGAL EXHAUST FANS WITH FAN SPEED CONTROLS.K. TOILET PARTITION: 1" THICK, HIGH DENSITY, POLY, MOUNTED ON CONTINUOUS BRACKETS AT WALLS AND PILASTERS. SYSTEM IS FLOOR MOUNTED. DOOR HINGES, SLIDE BOLTS, AND HARDWARE TO BE CHROME PLATED ZAMAC AND / OR ALUMINUM. PRODUCT IS RECYCLABLE AND NEW MATERIAL CONTAINS 100% POST CONSUMER HDPE WITH A CLASS A FIRE RATING. F. LOG TRUSS DETAIL SCALE: 3/8" = 1'-0"1---McCOY PARKBEAVER CREEK, COLORADOC:\P_Arch\Projects\BMS\Beaver Creek-McCoy Park\R8-2718 DBL-W-LOG-ARCH TRUSS-AC.DWG 3/28/20R8-2718 DBL-w-LOG-ARCH TRUSS - ACREVISIONS PER OWNER REVIEW COMMENTSFLOOR DRAINS: ZURN 2210 DRAINS WITH BRASS COVERSC.24/07/213REVISIONS PER STATE REVIEW COMMENTS5/05/2105/05/2021 STRUCTURAL ITEMS ONLY State of Colorado Division of Housing APPROVED PLANS Subject to field inspection May 13, 2021 VENT STACKS 18'-4" SLABS27'-4" SLAB ACCESS HATCH 9'-2" SLAB9'-2" SLABACCESS HATCH 121 2" DIA. TOILET CHUTE CASTOUT 121 2" DIA. TOILET CHUTE CASTOUT 121 2" DIA. TOILET CHUTE CASTOUT 9" DIA. VENT STACK CASTOUTS 21 2" DIA. URINAL DRAIN CASTOUT 21 2" DIA. URINAL DRAIN CASTOUT 121 2" DIA. TOILET CHUTE CASTOUT DRAIN CASTOUT DRAIN CASTOUT DRAIN CASTOUT 5'-6"4'-3" 9'-9" 12'-8"2'-0"12'-8" 5'-6"4'-3" 9'-9"4'-238"4'-6"7'-634"8'-0" DRAIN CASTOUT 2'-8"4'-6"6'-8"2'-834"1'-2"2'-414"4'-6"1'-2"1'-714"4'-238"4'-6"3'-034"2'-6"5'-6" 10'-61 2" 12'-0" 12'-8"2'-0"12'-8" 12'-0" 9'-9"1'-6"1'-9"1'-6"4'-9"26'-4" 6" BMS WRS VAULT EVAPORATION SYSTEM PATENT NO. 5,573,661 AIR INTAKE 27'-8" 8'-2" 6"3'-0"6"8"BMS WRS VAULT EVAPORATION SYSTEM PATENT NO. 5,573,661 8'-2" BMS WRS VAULT EVAPORATION SYSTEM PATENT NO. 5,573,661 9'-4"9'-4" 18'-8" 9'-2"9'-2" 27'-4" NOTE: NO LIP (WHERE TWO VAULTS MEET) JOINT FILLER WILL BE SUPPLIED BY BMS AND FIELD INSTALLED BY CONTRACTOR / OWNER, BETWEEN THE FLOOR SLABS 6" 2 1 2" CLEAR FROM BOTTOM6"BETWEEN PERP. BARS 0" CLEAR BETWEEN PERP. BARS 0" CLEAR 2" CENTER OF VERTICAL #4 @12" O.C. E.W. TYP. #4 x @ 12" WALL TO BASE SLAB 2'2' 3 32" (FRP) LAMINATED OVER 15 32" ACX PLYWOOD (TYP. WALL) 2x6 STUDS @ 16" O.C TYP. ATTACH BOTTOM PLATES WITH 5/8" BOLTS (SEE BOLT PLAN FOR LOCATION) 11 2"x 11 2" S.S. CORNER TRIM 4" ALUMINUM BASE RUB-R-NEK SEALANT 2' LONG 4"x4"x1 4" AT LIFTING POINTS ONLY 4"x6"x1 4" EMBED PLATE W/ (2) 1 2" HEADED ANCHOR STUDS. 4"x1 4"x6" WELD PLATE SUPPLIED BY BMS AND FIELD INSTALLED BY CONTRACTOR / OWNER 6" NOTE: EACH WELD SHALL BE A 3 16"x4" (MINIMUM) FILLET WELD #4 REBAR 11 2" CLEAR FROM BOTTOM 6" SLAB 5 8" BOLT 4" OUT OF CONCRETE SLAB 4"43 4" PORCH SLAB 42" (MIN.)24" (MIN.)6"#3 REBAR TIES @ 12" O.C. OWNER TO PLACE (2) TWO IN TOP 12" 4 -#5 REBAR VERTICAL CONCRETE PIER BY OWNER ANCHORING OF POST TO BE DESIGNED AND INSTALLED BY CONTRACTOR / OWNER NOTE: DRILLED PIERS SHALL BE DESIGNED BY CONTRACTOR'S ENGINEER. REINFORCING SHOWN SHALL BE THE MINIMUM USED, MORE MAY BE REQUIRED. MINIMUM PIER DIAMETER SHALL BE 24". 12" CONCRETE PIER BY OWNER #3 REBAR @ 12" O.C. 4 -#5 REBAR VERTICAL 10" POST (PROVIDED BY BMS) FIELD INSTALLED BY CONTRACTOR / OWNER ANCHOR BOLTS SHALL ENGAGE DRILLED PIER (RECOMMENDED EMBEDMENT INTO PIER = 6" MIN.)18'-4" SLABS27'-4" SLAB 9'-2" SLAB9'-2" SLAB5'-31 2"5'-7"5'-7"5'-7" 6" STEEL ANGLES @ PICK-UP POINTS (TYP.) 6" STEEL ANGLES @ PICK-UP POINTS (TYP.) 6" STEEL ANGLES @ PICK-UP POINTS (TYP.) (TYPICAL: AT OPENINGS LARGER THAN 1'-0") ADD 1 - #4 EACH SIDE AND EXTEND 2'-0" BEYOND OPENING. MAIN SLAB REINFORCING: #4 @ 12" EACH WAY WITH SHORT BARS ON BOTTOM OF MAT ON 1 12" CHAIRS SLOPE 1 2" TO (ZURN 2210) DRAIN w/ BRASS COVER (TYP.) SLOPE 1 2" TO (ZURN 2210) DRAIN w/ BRASS COVER (TYP.) 5'-31 2"2'-7"4'-0"2'-7"2'-7"4'-0"2'-7"5'-31 2"5'-7"5'-7"5'-7"5'-31 2"18'-4" SLABS27'-4" SLAB 9'-2" SLAB9'-2" SLAB2" TYP. 6" TYP. WALL THICKNESS FACTORY INSTALLED SPRAY IN TWO PART 100% SOLID POLYURETHANE CHEMICAL RESISTANT LINER. LIFTING POINTS IN TOP OF VAULT (TYP.) 4x1 4x6" WELD PLATES (TYP.) VAULT REINFORCING: #4 @ 12" EACH WAY ON 2 12" CHAIRS 5'-31 2"5'-7"5'-7"5'-7"5'-31 2"2'-7"4'-0"2'-7"2'-7"4'-0"2'-7"5'-31 2"5'-7"5'-7"5'-7"5'-31 2" LIFTING POINTS IN TOP OF VAULT (TYP.) 4x1 4x6" WELD PLATES (TYP.)18'-4" SLABS27'-4" SLAB 9'-2" SLAB9'-2" SLAB5/8" ANCHOR BOLTS (TYP.) 5'-2"3'-2"6'-6"SIMPSON HTT5 POST HOLDOWN ANCHORS SIMPSON HTT5 POST HOLDOWN ANCHORS 5'-2"3'-2"SIMPSON HTT5 POST HOLDOWN ANCHORS SIMPSON HTT5 POST HOLDOWN ANCHORS SIMPSON HTT5 POST HOLDOWN ANCHORS 6'-6"2'-8"3'-2"6'-6"SIMPSON HTT5 POST HOLDOWN ANCHORS SIMPSON HTT5 POST HOLDOWN ANCHORS 3'-2"SIMPSON HTT5 POST HOLDOWN ANCHORS SIMPSON HTT5 POST HOLDOWN ANCHORS SIMPSON HTT5 POST HOLDOWN ANCHORS 6'-6"6'-4" 10'-0" 13'-4" 2'-8" 6'-0" 9'-4"4'-8" 43 4"434"(TYP.)7'-10" 10'-6" 7'-10" 10'-6"6'-4" GRADE PROTECTION, AS NEEDED 18'-4" SLABS27'-4" SLAB 9'-2" SLAB9'-2" SLABBEAM STRIPS (WITHIN SLAB) : EIGHT (8) #4 BARS 9'-01 4"4'-0"4'-0"9'-01 4" BEAM STRIP CENTERED UNDER CHASE WALLS BEAM STRIP CENTERED UNDER CHASE WALLS BEAM STRIPS (WITHIN SLAB) : EIGHT (8) #4 BARS BMSVAULT AND SLAB PLANS AND DETAILS34SLAB LAYOUT SCALE: 1/4" = 1'-0" VAULT SECTIONS SCALE: 3/8" = 1'-0" VAULT LAYOUT SCALE: 1/4" = 1'-0" VAULT CORNER DETAIL SCALE: 1" = 1'-0" FLOOR CONNECTION DETAIL SCALE: 1" = 1'-0" BOLT DETAIL SCALE: 1" = 1'-0" RECOMMENDED PIER DETAIL SCALE: 3/4" = 1'-0" SITE POURED CONCRETE FOUNDATION AT POSTS SCALE: 3/4"=1'-0" BOLT LAYOUT PLAN SCALE: 1/4" = 1'-0"SLAB CASTOUT PLAN SCALE: 1/4" = 1'-0"1---McCOY PARKBEAVER CREEK, COLORADOC:\P_Arch\Projects\BMS\Beaver Creek-McCoy Park\R8-2718 DBL-W-LOG-ARCH TRUSS-AC.DWG 3/28/20R8-2718 DBL-w-LOG-ARCH TRUSS - ACNOTE: FOR REFERENCE ONLY DESIGN OF PORCH SLAB, PIERS AND FOOTINGS TO BE PROVIDED AND INSTALLED BY CONTRACTOR / OWNER BEAM STRIP LAYOUT SCALE: 1/4" = 1'-0"REVISIONS PER OWNER REVIEW COMMENTS24/07/21CONDITION WHERE VAULTS MEET: ONE SIDE SHALL HAVE LIFTING POINTS ON THE TOP OF THE SLAB CONDITION WHERE VAULTS MEET: ONE SIDE SHALL HAVE LIFTING POINTS ON THE TOP OF THE VAULT WALL 3REVISIONS PER STATE REVIEW COMMENTS5/05/2105/05/2021 STRUCTURAL ITEMS ONLY State of Colorado Division of Housing APPROVED PLANS Subject to field inspection May 13, 2021 ELECTRICAL MATERIAL LIST NOTE: HOOK-UP BETWEEN THE PANEL & THE ELECTRICAL SERVICE ENTRANCE LOCATED AT THE REAR OF TO FURNISH & INSTALL THE NECESSARY WIRING, CONDUIT, ETC. AS REQUIRED TO MAKE THE THIS RESTROOM FACILITY HAS BEEN PREWIRED AND IS READY FOR HOOK-UP. THE CONTRACTOR IS OWS 4 FT. LED LIGHT DESIGNATION D A SIEMENS 100 AMP PANEL W/ MAIN LEVITON 20 AMP GFI RECEPTACLE DESCRIPTION @ 5'-0" TO CENTER LINE MOUNTING HEIGHT 1 1 3 4 1 QTY. B C @ 6'-8" TO CENTER LINE SSINGLE POLE SWITCH RAB WPLED LIGHT WITH 13 WATT LED LAMP 1 E F INTERMATIC MODEL STOIC TG 4 MARLEY HEATER WITH REMOTE THERMOSTAT MANUFACTURER AS RECOMMENDED BY @ 4'-0" MIN TO BOTTOM @ 4'-0" MIN TO BOTTOM @ 4'-0" MIN TO BOTTOM THE BUILDING. H 1 MANUFACTURER AS RECOMMENDED BYQ-MARK WITH INTEGRAL THERMOSTAT 2 J RAB VX100DG LIGHT WITH LED LAMP @ 6'-8" TO CENTER LINE MANUFACTURER AS RECOMMENDED BY 4 AC (EXHAUST) FANS WITH FAN SPEED CONTROLSK MANUFACTURER AS RECOMMENDED BY 100 AMP PANEL WITH MAIN NOTES: 1. ALL BREAKERS ARE 20 AMP UNLESS OTHERWISE NOTED. 2. WIRE SIZE AND TYPE: MC CABLE 12/2 WITH GROUND AND 12 GAUGE SHIELDED SOLID COPPER WIRE IN CONDUIT. RESTROOM LIGHTS CHASE LIGHTS RESTROOM HEATER EXTERIOR LIGHTS GFI RESTROOM HEATER CHASE HEATER RESTROOM HEATER RESTROOM HEATER AC FAN AC FAN AC FAN AC FAN THE FITTINGS 19" MINTOP OF SEAT 33"17"-19"17"-19"33"250lbs POINT LOAD AND NOT ROTATE WITHIN NOTE: GRAB BAR MUST BE ABLE TO SUPPORT 36" MAX 48" MIN 60" MIN 54" MIN 42" MIN 60" MIN42" MIN6"18"CLEAR36" MIN12" MAX 36" MIN 6" 18" (MULTIPLE OCCUPANCY) (SINGLE OCCUPANCY)18" MIN39"-41"39"-41"1-1/2" DIA.17"WALL HUNG URINAL WITH RIM AT 17" ABOVE THE FLOOR A B C STG F C D D D D E E E H HH H THERMOSTAT w/ COVER THERMOSTAT w/ COVER J SSSSK K K KK BMSADA FIXTURE CRITERIA & ELECTRICAL INFORMATION44ELECTRICAL PLAN SCALE: 1/2" = 1'-0"ACCESSIBLE TOILET FIXTURE CRITERIA SCALE: 3/8" = 1'-0"1---McCOY PARKBEAVER CREEK, COLORADOC:\P_Arch\Projects\BMS\Beaver Creek-McCoy Park\R8-2718 DBL-W-LOG-ARCH TRUSS-AC.DWG 3/28/20R8-2718 DBL-w-LOG-ARCH TRUSS - ACREVISIONS PER OWNER REVIEW COMMENTS24/07/213REVISIONS PER STATE REVIEW COMMENTS5/05/21State of Colorado Division of Housing APPROVED PLANS Subject to field inspection May 13, 2021 WARMING HUTUPPER LVL FFE = 10351.5LOWER LVL FFE = 10342.4151.5RESTROOMFFE = 51.5DESIGN BY OTHERS51.551.551.541.91FG 41.6141.61TW 44.5T/O DECK 51.5BW 40.5BW 40.0TW 43.549.049.211.25%5.0%5.0% 23.6%10340103501034910349103481034710346103451034410342103411034049.0HP 49.549.210350HP 49.35.0%2.0%2.0%49.049.010.8%42.3642.3642.1641.6142.163.0%10343103411 0 3 4 2 1 0 3 4 3 10 3 4 4 10 3 4 5 1 0 3 4 6 1 0 3 4 7 1 0 3 4 8 SHALLOW SWALEFLOWLINEFLOWLINE OF SWALEEDGE OF ROOF(ABOVE)INSTALL 4" OF 3/4" WASHED GRAVELWITH WEED BARRIEREXTEND 12" BEYOND ROOF LINEINSTALL 4" OF 3/4" WASHED GRAVELWITH WEED BARRIER BELOW DECKSBOULDER WALL4' MAX HTFLOWLINEOF SWALE1 0 3 4 7 1 0 3 4 8 10349OVERHEAD DOORREF ARCH4' X 10' X 4" CONC PADREF STRUCT4' X 5' X 4" CONC PADSLOPE @ 2% TO SOUTHREF STRUCT4'-0" 4'-0"5'-0"DECK(REF FLOOR PLANS)EDGE OF DECK ABOVEREF FLOOR PLANSCONC PIER FDNREF STRUCTCIP CONC WALLREF STRUCTTW = 47.5FLOWLINEOF SWALECONC PIER FDNREF STRUCT20'-0"ENTRYUPPER LVLENTRYUPPER LVLENTRYLOWER LVLNORDIC AND SNOWMOBILEWINTER ACCESS TRAIL1033910338103371033610335SNOW CATACCESS AREAEDGE OF ROOF(ABOVE)3:1 MAX3:1 MAX2:1 MAXENTRYUPPER LVL5'-6"4'-0"45.0BW 45.12.0%STAIRSREF ARCHTS 51.54'-0"TW 46.5LANDING BOULDER WALL17" MAX HTLIMIT OF WORKLI M I T O F W O R K LIMIT OF WORK ENTRYUPPER LVLINSTALL 4" OF 3/4" WASHED GRAVELWITH WEED BARRIER BELOW DECKSCONC PADREF STRUCT4'-1012"LEGENDPROPOSED CONTOUREXISTING CONTOURLIMIT OF WORK / DISTURBANCEPROPOSED SPOT ELEVATION49.25.0%PROPOSED SLOPEFLOWLINE OF SWALEBOULDERSCONCRETE PAD4" THICKNESS3/4" WASHED GRAVEL4" DEPTH / OVER WEED BARRIERBUILDING ENTRYENGINEERING INC. 34510 HWY 6 I UNIT A9 I PO BOX 97 EDWARDS CO 81632 I 970.926.3373 WWW.ALPINECIVIL.COM Copyright © 2020 by Zehren & Associates Inc.L1.01SITE AND GRADING PLAN1/8" = 1'-0"SCALE: 1/8" = 1'-0"4'8'016'EROSION CONTROL, SITE PROTECTION, ANDREVEGETATION NOTES:1.CONTRACTOR SHALL SUBMIT A CONSTRUCTION STAGING &MANAGEMENT PLAN IDENTIFYING CONSTRUCTION FENCING, STAGING,STORAGE & CONSTRUCTION TRAILER LOCATION PRIOR TOCOMMENCEMENT OF CONSTRUCTION ACTIVITIES.2.INSTALL AND MAINTAIN SEDIMENT CONTROL MEASURES AS NEEDED TOPREVENT SEDIMENT FROM DISCHARGING OFF-SITE. SILT FENCE OR HAYBALES ARE TO BE PLACED AT THE LIMIT OF CONSTRUCTION TO PREVENT EROSIONAND SEDIMENTATION. A CONSTRUCTION FENCE WILL BE PLACED AT THE LIMIT OFDISTURBANCE WHERE THE SILT FENCE OR HAY BALES ARE NOT USED.3.ALL PROPOSED SEDIMENT CONTROL MEASURES ARE TEMPORARYMEASURES UNLESS SPECIFIED OTHERWISE ON PLANS.4.SEDIMENT CONTROL MEASURES MAY REQUIRE FIELD ADJUSTMENTS ATTHE TIME OF CONSTRUCTION TO INSURE THAT THEIR INTENDEDPURPOSE IS ACCOMPLISHED.5.PROVIDE REGULAR INSPECTION AND MAINTENANCE OF ALL SEDIMENTCONTROL MEASURES TO INSURE THAT SEDIMENT CONTROL EFFICIENCYIS OBTAINED UNTIL FINAL STABILIZATION OF SITE HAS TAKEN PLACE.6.INSTALL SEDIMENT CONTROL MEASURES AT THE ONSET OF GRADINGOPERATIONS SO THAT EFFECTIVE SEDIMENT CONTROL CAN BEACHIEVED DURING THE ENTIRE CONSTRUCTION PERIOD.7.STABILIZE ALL POINTS OF INGRESS AND EGRESS WITH CRUSHED STONEDURING CONSTRUCTION TO PREVENT TRACKING OF MUD ONTO PUBLICWAYS.8.FOR TEMPORARY STOCKPILES OF SOIL, INSTALL SILT FENCE BELOWSTOCKPILES TO CAPTURE SEDIMENT.9.IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE APPROPRIATEMEASURES TO INSURE THAT NO SEDIMENT LADEN WATER ISDISCHARGED FROM THE SITE.10.APPROVAL SHALL BE REQUESTED UPON FINAL STABILIZATION OF ALLSITES BEFORE REMOVAL OF SEDIMENT CONTROLS.11.CONTRACTOR SHALL OBTAIN AND CONFORM TO STORMWATERDISCHARGE PERMITS AND ALL ENVIRONMENTAL PERMITS.12.REMOVAL AND CLEANUP OF ANY SEDIMENT THAT LEAVES THE SITE ISTHE RESPONSIBILITY OF THE CONTRACTOR.13.ALL DISTURBED AND GRADED AREAS SHALL BE REVEGETATED ACCORDING TO THEAPPROVED MEANS AND METHODS PREVIOUSLY ESTABLISHED BY AGREEMENTBETWEEN VAIL RESORTS AND THE USFS. WARMING HUTUPPER LVL FFE = 10351.5LOWER LVL FFE = 10342.4151.5RESTROOMFFE = 51.5DESIGN BY OTHERS51.551.551.541.91FG 41.6141.61TW 44.5T/O DECK 51.5BW 40.5BW 40.0TW 43.549.049.211.25%5.0%5.0% 23.6%10340103501034910349103481034710346103451034410342103411034049.0HP 49.549.210350HP 49.35.0%2.0%2.0%49.049.010.8%42.3642.3642.1641.6142.163.0%10343103411 0 3 4 2 1 0 3 4 3 10 3 4 4 10 3 4 5 1 0 3 4 6 1 0 3 4 7 1 0 3 4 8 SHALLOW SWALEFLOWLINEFLOWLINE OF SWALEEDGE OF ROOF(ABOVE)INSTALL 4" OF 3/4" WASHED GRAVELWITH WEED BARRIEREXTEND 12" BEYOND ROOF LINEINSTALL 4" OF 3/4" WASHED GRAVELWITH WEED BARRIER BELOW DECKSBOULDER WALL4' MAX HTFLOWLINEOF SWALE1 0 3 4 7 1 0 3 4 8 10349OVERHEAD DOORREF ARCH4' X 10' X 4" CONC PADREF STRUCT4' X 5' X 4" CONC PADSLOPE @ 2% TO SOUTHREF STRUCT4'-0" 4'-0"5'-0"DECK(REF FLOOR PLANS)EDGE OF DECK ABOVEREF FLOOR PLANSCONC PIER FDNREF STRUCTCIP CONC WALLREF STRUCTTW = 47.5FLOWLINEOF SWALECONC PIER FDNREF STRUCT20'-0"ENTRYUPPER LVLENTRYUPPER LVLENTRYLOWER LVLNORDIC AND SNOWMOBILEWINTER ACCESS TRAIL1033910338103371033610335SNOW CATACCESS AREAEDGE OF ROOF(ABOVE)3:1 MAX3:1 MAX2:1 MAXENTRYUPPER LVL5'-6"4'-0"45.0BW 45.12.0%STAIRSREF ARCHTS 51.54'-0"TW 46.5LANDING BOULDER WALL17" MAX HTLIMIT OF WORKLI M I T O F W O R K LIMIT OF WORK ENTRYUPPER LVLINSTALL 4" OF 3/4" WASHED GRAVELWITH WEED BARRIER BELOW DECKSCONC PADREF STRUCT4'-1012"LEGENDPROPOSED CONTOUREXISTING CONTOURLIMIT OF WORK / DISTURBANCEPROPOSED SPOT ELEVATION49.25.0%PROPOSED SLOPEFLOWLINE OF SWALEBOULDERSCONCRETE PAD4" THICKNESS3/4" WASHED GRAVEL4" DEPTH / OVER WEED BARRIERBUILDING ENTRYENGINEERING INC. 34510 HWY 6 I UNIT A9 I PO BOX 97 EDWARDS CO 81632 I 970.926.3373 WWW.ALPINECIVIL.COM Copyright © 2020 by Zehren & Associates Inc.L1.01SITE AND GRADING PLAN1/8" = 1'-0"SCALE: 1/8" = 1'-0"4'8'016'EROSION CONTROL, SITE PROTECTION, ANDREVEGETATION NOTES:1.CONTRACTOR SHALL SUBMIT A CONSTRUCTION STAGING &MANAGEMENT PLAN IDENTIFYING CONSTRUCTION FENCING, STAGING,STORAGE & CONSTRUCTION TRAILER LOCATION PRIOR TOCOMMENCEMENT OF CONSTRUCTION ACTIVITIES.2.INSTALL AND MAINTAIN SEDIMENT CONTROL MEASURES AS NEEDED TOPREVENT SEDIMENT FROM DISCHARGING OFF-SITE. SILT FENCE OR HAYBALES ARE TO BE PLACED AT THE LIMIT OF CONSTRUCTION TO PREVENT EROSIONAND SEDIMENTATION. A CONSTRUCTION FENCE WILL BE PLACED AT THE LIMIT OFDISTURBANCE WHERE THE SILT FENCE OR HAY BALES ARE NOT USED.3.ALL PROPOSED SEDIMENT CONTROL MEASURES ARE TEMPORARYMEASURES UNLESS SPECIFIED OTHERWISE ON PLANS.4.SEDIMENT CONTROL MEASURES MAY REQUIRE FIELD ADJUSTMENTS ATTHE TIME OF CONSTRUCTION TO INSURE THAT THEIR INTENDEDPURPOSE IS ACCOMPLISHED.5.PROVIDE REGULAR INSPECTION AND MAINTENANCE OF ALL SEDIMENTCONTROL MEASURES TO INSURE THAT SEDIMENT CONTROL EFFICIENCYIS OBTAINED UNTIL FINAL STABILIZATION OF SITE HAS TAKEN PLACE.6.INSTALL SEDIMENT CONTROL MEASURES AT THE ONSET OF GRADINGOPERATIONS SO THAT EFFECTIVE SEDIMENT CONTROL CAN BEACHIEVED DURING THE ENTIRE CONSTRUCTION PERIOD.7.STABILIZE ALL POINTS OF INGRESS AND EGRESS WITH CRUSHED STONEDURING CONSTRUCTION TO PREVENT TRACKING OF MUD ONTO PUBLICWAYS.8.FOR TEMPORARY STOCKPILES OF SOIL, INSTALL SILT FENCE BELOWSTOCKPILES TO CAPTURE SEDIMENT.9.IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE APPROPRIATEMEASURES TO INSURE THAT NO SEDIMENT LADEN WATER ISDISCHARGED FROM THE SITE.10.APPROVAL SHALL BE REQUESTED UPON FINAL STABILIZATION OF ALLSITES BEFORE REMOVAL OF SEDIMENT CONTROLS.11.CONTRACTOR SHALL OBTAIN AND CONFORM TO STORMWATERDISCHARGE PERMITS AND ALL ENVIRONMENTAL PERMITS.12.REMOVAL AND CLEANUP OF ANY SEDIMENT THAT LEAVES THE SITE ISTHE RESPONSIBILITY OF THE CONTRACTOR.13.ALL DISTURBED AND GRADED AREAS SHALL BE REVEGETATED ACCORDING TO THEAPPROVED MEANS AND METHODS PREVIOUSLY ESTABLISHED BY AGREEMENTBETWEEN VAIL RESORTS AND THE USFS. 9/7/2021 Eagle County Government Mail - McCoy Park https://mail.google.com/mail/u/0?ik=da50768ddd&view=pt&search=all&permthid=thread-f%3A1709830772129818139&simpl=msg-f%3A17098307721…1/2 Claire Lewandowski <claire.lewandowski@eaglecounty.us> McCoy Park 3 messages veronica wagner <veronica@bmsprefab.com>Thu, Sep 2, 2021 at 4:28 PM To: "claire.lewandowski@eaglecounty.us" <claire.lewandowski@eaglecounty.us> Cc: David Jesuale <david@himmelmanconstruction.com>, "Bill Kennedy (BKennedy@vailresorts.com)" <BKennedy@vailresorts.com>, Lucas Scherer <lucas@himmelmanconstruction.com>, Jessica O'Shea <jessica@himmelmanconstruction.com> Hi Claire, Per our phone conversation I am usually not involved in the permitting process. I have approximately 25 plus units in Eagle County and have never been asked these questions. Vail Resorts is usually the one getting the permits. Following is the information that you requested for the vaults. The vault capacity for the vaults going to McCoy Park is 5165 gallons per vault. The expected usage is approximately 77,000 uses per vault before pumping will be required. Let me know if you need anything else. Thank you Veronica Wagner Project Coordinator| Biological Mediation Systems, LLC T: 800.524.1097 |  C: 970.290.9368 veronica@bmsprefab.com Visit us online:  Facebook | Twitter | Instagram| YouTube | LinkedIn   Claire Lewandowski <claire.lewandowski@eaglecounty.us>Thu, Sep 2, 2021 at 4:40 PM To: veronica wagner <veronica@bmsprefab.com> 9/7/2021 Eagle County Government Mail - McCoy Park https://mail.google.com/mail/u/0?ik=da50768ddd&view=pt&search=all&permthid=thread-f%3A1709830772129818139&simpl=msg-f%3A17098307721…2/2 Cc: David Jesuale <david@himmelmanconstruction.com>, "Bill Kennedy (BKennedy@vailresorts.com)" <BKennedy@vailresorts.com>, Lucas Scherer <lucas@himmelmanconstruction.com>, Jessica O'Shea <jessica@himmelmanconstruction.com>, Danielle Salinsky <danielle.salinsky@eaglecounty.us> Thank you for the information, Veronica. That is helpful. One more question for you, have your tanks been tested for watertightness? Either by filling or vacuum? I will work with Vail Resorts to get the other information, such as the site plan. [Quoted text hidden] -- Claire Lewandowski, REHS Environmental Health Specialist III 970-328-8755 (office) 970-328-8747 (direct) environment@eaglecounty.us www.eaglecounty.us veronica wagner <veronica@bmsprefab.com>Fri, Sep 3, 2021 at 6:48 AM To: Claire Lewandowski <claire.lewandowski@eaglecounty.us> Cc: David Jesuale <david@himmelmanconstruction.com>, "Bill Kennedy (BKennedy@vailresorts.com)" <BKennedy@vailresorts.com>, Lucas Scherer <lucas@himmelmanconstruction.com>, Jessica O'Shea <jessica@himmelmanconstruction.com>, Danielle Salinsky <danielle.salinsky@eaglecounty.us> Claire, BMS has tested the vaults for watertightness, but no testing has been done by an outside source. Our vaults are lined with a factory installed spray in two-part 100% solid polyurethane chemical resistant liner. BMS has filled the vaults with water and let them set for a day or two to make sure that they are not leaking and then we pump them out with a sump pump. Veronica Wagner Project Coordinator| Biological Mediation Systems, LLC T: 800.524.1097 |  C: 970.290.9368 veronica@bmsprefab.com Visit us online:  Facebook | Twitter | Instagram| YouTube | LinkedIn   [Quoted text hidden] 9/27/22, 2:46 PM Crane lift vault.jpg https://mail.google.com/mail/u/0/?zx=8atctcxibs6l#inbox?projector=1&messagePartId=0.5 1/1 9/27/22, 2:45 PM Vault 2.jpg https://mail.google.com/mail/u/0/?zx=8atctcxibs6l#inbox?projector=1&messagePartId=0.5 1/1 9/27/22, 2:46 PM front vault.jpg https://mail.google.com/mail/u/0/?zx=8atctcxibs6l#inbox?projector=1&messagePartId=0.5 1/1