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HomeMy WebLinkAboutB18-0088_Approved Plans_1524516862.pdfRADON MITIGATION SYSTEM PROVIDE DESIGN-BUILD ENGINEERING AND CONSTRUCTION OF A PASSIVE RADON MITIGATION SYSTEM FOR THE PROJECT TO WHICH AN INLINE FAN COULD BE ADDED LATER IF REQUIRED PER THE FOLLOWING CRITERIA AND AS REQUIRED TO MAINTAIN RADON LEVELS AT THE MECHANICAL ROOM, LOWER LEVEL AND HOUSE BELOW EPA AND OTHER GOVERNMENT STANDARDS. THE RADON MITIGATION SUBCONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE VAPOR BARRIER INSTALLATION AND THE ELECTRICIAN FOR AN ELECTRICAL JUNCTION BOXES AT THE LOCATIONS DETERMINED BY THE RADON MITIGATION SUBCONTRACTOR FOR THE POTENTIAL FUTURE FANS. AT A MINIMUM, THE FOLLOWING SYSTEMS/SERVICES WILL BE PROVIDED AS PART OF THE BASE BID BY THE RADON MITIGATION SUB CONTRACTOR. - SEALING OF THE LOWER LEVEL CONCRETE SLAB TO THE FOUNDATION WALLS - SEALING OF ALL PLUMBING AND OTHER PENETRATIONS THROUGH THE CONCRETE SLABS AND THROUGH THE BELOW GRADE PORTIONS OF THE FOUNDATION WALL - LOCATIONS & INSTALLATION OF PIPES, PORTS, AND OPENINGS IN THE SLAB FOR SLAB DEPRESSURIZATION SYSTEM. - PROVIDE PASSIVE VENT PIPE SYSTEM WHICH RUNS FROM THE SLAB PENETRATION LOCATIONS(S) TO THE OUTSIDE IN ACCORDANCE WITH THE EPA STANDARDS. THE VENTS SHALL BE RUN WITHIN THE INTERIOR OR EXTERIOR WALLS TO A LOCATION(S) HIGH ON THE ROOF. COORDINATE VENT LOCATIONS WITH ARCHITECT AND/OR OWNER - PROVIDE POWER ADJACENT TO SLAB VENT PENETRATIONS FOR POTENTIAL FUTURE INLINE FAN LOCATION INCLUDING ALL REQUIRED ROUGH IN WIRING AND JUNCTION BOXES, IN THE EVENT THAT A FAN IS REQUIRED TO BE INSTALLED - PROVIDE PROVISIONS FOR A SYSTEM FAILURE INDICATOR, INCLUDING ALL REQUIRED ROUGH-IN WIRING, AND JUNCTION BOXES, IN THE EVENT THAT A FAN IS REQUIRED TO BE INSTALLED. - PERFORM RADON TESTING AFTER THE HOME/PASSIVE SYSTEM IS COMPLETE TO DETERMINE IF THE HOME PASSES OR IF AN ACTIVE SYSTEM IS REQUIRED IN ORDER TO MAINTAIN RADON BELOW EPA AND OTHER GOVERNMENTAL STANDARDS. - IF AN ACTIVE SYSTEM IS REQUIRED, PERFORM FOLLOW UP RADON TESTING AFTER THE SYSTEM IS COMPLETE TO DETERMINE IF RADON HAS BEEN MITIGATED - PROVIDE AND INLINE FAN IF ACTIVE SYSTEM IS REQUIRED. PROVIDE OTHER EQUIPMENT AND SYSTEM AS REQUIRED TO PROVIDE A FUNCTIONAL RADON MITIGATION SYSTEM FOR THE UNITS. CONTRACTOR TO COORDINATE INSTALLATION OF THE 15 MIL VAPOR BARRIER UNDER THE SLAB INCLUDING THE SEALING OF ALL JOINTS, ALL PLUMBING OR MECHANICAL OR OTHER PENETRATIONS AND THE SEALING AND MECHANICAL FASTENING OF THE VAPOR BARRIER TO THE EXTERIOR CONCRETE FOUNDATION WALLS. RE: OUTLINE SPEC FOR MORE DETAILS Zone District: Two-Family Primary/Secondary Residential LOT IS .285 ACRES, EQUAL TO 12,429 SF PLUS ADDITONAL SF FROM PARCEL 2 1,261 SF 13,690 SF ALLOWABLE GRFA .46 SF PER 1 SF OF SITE AREA < 10,000 SF OF SITE AREA 10,000 X 0.46 EQUALS 4,600 SF .38 SF PER 1 SF OF SITE AREA > 10,000 SF OF SITE AREA 3,690 X 0.38 EQUALS 1,400 SF .13 SF PER 1 SF OF SITE AREA > 15,000 SF OF SITE AREA 0 X 0.13 EQUALS 0 SF TOTAL ALLOWED GROSS RESIDENTIAL FLOOR AREA (GRFA) FOR ENTIRE LOT 6,000 SF ALLOWABLE SITE COVERAGE IS 20% OF LOT 2,738 SF ESTIMATED HOUSE FOOTPRINT 2,728 SF REMAINING SITE COVERAGE 10 SF PROJECT SQUARE FOOTAGE PER LEVEL HABITABLE GARAGE GRFA LEVEL 1- LOWER LEVEL 2,667 SF 267 SF ( 10% COUNTS TOWARDS GRFA) LEVEL 2- GROUND LEVEL 1,824 SF 791 SF 1,824 SF LEVEL 3- MAIN LEVEL 2,445 SF 2,485 SF 37 SF DOUBLE HEIGHT AREA AT LEVEL 4- UPPER LEVEL 1,230 SF 1,230 SF ENTRANCE TOTAL SF 8,168 SF 791 SF 5,806 SF 191 SF GARAGE SF OVER GRFA ALLOWANCE TOTAL SF WITH GARAGE 5997 SF REMAINING GRFA 3 SF A1.0 COVER SHEET SURVEY ALTA SURVEY LANDSCAPE DRAWINGS L1 SITE GRADING AND DRAINAGE L2 SITE LAYOUT L3 PLANTING L1 LOT 10 ARCHITECTURAL DRAWINGS A2.1 SITE PLAN A2.2 DEMO PLAN A2.3 LANDSCAPE AREA CALC A2.4 SITE STAGING PLAN A2.5 AREA CALCS A3.0 LOWER LEVEL FLOOR PLAN A3.1 GROUND LEVEL FLOOR PLAN A3.2 MAIN LEVEL FLOOR PLAN A3.3 UPPER LEVEL FLOOR PLAN A3.4 ROOF PLAN A4.1 ELEVATIONS A4.2 ELEVATIONS A4.3 ELEVATIONS A4.4 ELEVATIONS A4.5 ELEVATIONS A4.6 ELEVATIONS A5.1 BUILDING SECTIONS A5.2 BUILDING SECTIONS A5.3 BUILDING SECTIONS A5.4 BUILDING SECTIONS A5.5 BUILDING SECTIONS A5.6 BUILDING SECTIONS A5.7 BUILDNIG SECTIONS A5.8 BUILDING SECTIONS A5.9 BUILDING SECTIONS A5.10 BUILDING SECTIONS A6.1 FOUNDATION DETAILS A6.2 FOUNDATION DETAILS A6.3 FOUNDATION DETAILS A6.4 FOUNDATION DETAILS A6.5 WALL DETAILS A6.6 DECK DETAILS A6.7 DECK DETAILS A6.8 DECK DETAILS A6.9 ROOF DETAILS A6.10 ROOF DETAILS A6.11 ROOF DETAILS A6.12 ROOF DETAILS A8.0 WINDOW SCHEDULE A8.1 WINDOW AND DOOR DETAILS A8.2 WINDOW AND DOOR DETAILS A10.1 LOWER LEVEL RCP A10.2 GROUND LEVEL RCP A10.3 MAIN LEVEL RCP A10.4 UPPER LEVEL RCP STRUCTURAL DRAWINGS S1.0 GENERAL NOTES S1.1 GENERAL NOTES S1.2 ABBR,SYMBOLS,LEGENDS,SCHED S1.3 GRAPHICAL GENERAL NOTES S1.4 GRAPHICAL GENERAL NOTES S1.5 GRAPHICAL GENERAL NOTES S2.0 GRAPHICAL COLUMN SCHEDULE S2.1 FOUNDATION ISOMETRIC VIEWS S2.2 FRAMING ISOMETRIC VIEWS S2.3 GRID PLAN S3.0 FOUNDATION PLAN S3.1 GROUND LEVEL FRAMING PLAN S3.2 MAIN LEVEL FRAMING PLAN S3.3 UPPER LEVEL FRAMING PLAN S3.4 ROOF FRAMING PLAN S6.1 FOUNDATION DETAILS FIRE SPRINKLER PLAN F.P-1 CIVIL DRAWINGS C-1 COVER C-2 GENERAL NOTES C-3 FOUNDATION DRAIN PLAN C-4 DETAILS 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 34 A9.1 A6.1 1 A6.1 1 100 LIVING 1 A4.1 SIM. SYMBOL LEGEND ABBREVIATIONS MATERIAL LEGEND DRAWING LIST: VICINITY MAP 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 Dampproofing 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 Tongue 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 Issue Date: ELEV. 100'-0" T.O. PWD. SITE ELEV. = 116'-0" Power Actuated FastenedPAF Issue Date CODE INFORMATION GENERAL NOTES ARCHITECT BERGLUND ARCHITECTS, LLC P.O. Box 2378 210 Edwards Village Blvd Suite A103 Edwards, CO 81632 Phone: (970) 926-4301 Fax: (970) 926-4364 hans@berglundarchitects.com STRUCTURAL ENGINEER LANDSCAPE ARCHITECT CLIENTS CONTRACTOR SURVEYOR Eagle Valley Surveying Contact: Mike Post 41199 Hwy 6 & 24, Eagle Vail avon, CO 81632 Phone: (970) 949-1406 Fax: (970) 479-0055 mikepost@evsurvey.com MECHANICAL ENGINEER SOILS ENGINEER HP Kumar Contact: Steve Pawlak 5020 County Road 154 Glenwood Springs, CO 81601 Phone: (970) 945-7988 Fax: (970) 945-8454 hpkglenwood@kumarusa.com Studio NYL Contact: Julian Lineham 2995 Baseline Road # 314, Boulder, Colorado, USA, 80303 +1.303.558.3145 jlineham@studionyl.com English & Associates, LLC PO Box 2395 Edwards, CO 81632 Triple Threat NLC, LLC PO Box 2395 Edwards, CO 81632 Ceres+ Landscape Architecture Contact: Scott Sones P.O. Box 2134 Eagle, CO 81631 Phone: (970) 328-6080 Fax: (970) 328-6084 scott@Ceres-plus.com CODE: 2015 IRC, CONSTRUCTION TYPE V-B, R-3 ENERGY CONSERVATION: THE BUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENT FROM CHAPTER 4 OF THE 2015 INTERNATIONAL ENERGY CODE PER ZONE 6B ADOPTED BY THE TOWN OF VAIL, AND AS DEMONSTRATED BY PRESCRIPTIVE BUILDING THERMAL ENVELOPE, AS FOLLOWS: The following is a summary for the climate zone 6B of Table 402.1.1 requirements of the IECC and as adopted by The Town of Vail, and an outline of the proposed R values of the assemblies of the building which are defined in the Construction Document Drawings and Specifications: Maximum Glazing U-Factor - Requirement of .32 for new single family dwelling units, this can be a weighted average. The windows and doors with dual glazed Low E/i89 glazing (Low E on two surfaces) exceed this requirement. Ceiling & Roof Insulation - Requirement of R-49 which is reduced to R-38 per 402.2.1 since the construction techniques provide a full R-38 insulation value over the wall top plate. Typical Roof Condition - The design provides a full R-38 insulation value over the wall top plate as follows: Provide R62.4 at roof cavities with 5/8" plywood over 14” TJIs: with 4” minimum of 2# closed cell spray foam insulation with an R value of 6.6 per inch equaling R26.4 and 10” of blown in cellulose insulation with R3.6 per inch equaling R36. Basement Walls Insulation - Requires R-15 of continuous insulation or R-19 cavity insulation. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home": At typical basement walls provide R-23.2 per the sum of the provided R values of the R-10 continuous exterior rigid foam insulation drainage board over the concrete wall with 2x wood furring set 1" off concrete with 2" of 2# closed cell spray foam insulation with R-13.2 (R-6.6 per inch) and 5/8" drywall exceeds the requirement. At basement walls at lower level window well provide R-18.25 per the sum of the provided R values of the R-10 continuous exterior rigid foam insulation drainage board over the concrete wall with 2x wood furring set 1/4" off concrete with 1 1/4" of 2# closed cell spray foam insulation with R-8.25 (R-6.6 per inch) and 5/8" drywall exceeds the requirement. Exterior Walls Insulation - Requires R-20: Exterior walls with 5.5” cavity:Use ZIP or Hunter XCI continuous structurally insulated sheathing panel for continuous insulation and shear requirements Provide R26.4 with 1 1/2” Zip or hunter continuous struct. insulation panel with total R6.6, 5.5” of blown in cellulose insulation with R3.6 per inch equaling R19.8 or approved equal. Floor Insulation - Requires R-30: The building has been designed with a conditioned and finished basement space. Provide 14" of blown in cellulose insulation with R-3.6 per inch equaling R-50.4 Basement Slab - Requires R-15 for 4' horizontally under slab (since the slab is heated). Provide R20 @ slab edge with continuous R-10 2" rigid foam insulation under the slab and R-10 continuous exterior insulation & drainage board @ exterior of foundation. Provide full cavity blown in cellulose sound insulation at all interior walls and at all floor assemblies. SINCE BUILDING COMPLIES W/ 2015 IECC PRESCRIPTIVE BUILDING ENVELOPE, RES-CHECK OR SIM. ENERGY MODELING IS NOT REQ'D ADDITIONAL REQUIREMENTS PER TOWN OF VAIL CODE AMENDMENTS: ROOF COVERING: Meets Section 1505.6 of the Town of Vail Code- Standing seam roofing will be installed to meet the required Class A roof or Class A roof assembly. MONITORED FIRE ALARM SYSTEM: Building to be Equiped throughout with Fire alarms FIRE SPRINKLER SYSTEM: Building is to be equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13 and the Town of Vail. FIRE ALARM: A monitored fire alarm system will be provided. 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 accordace 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 requirements. See load calculations from electrical contractor for service and electric panel sizing PROJECT INFORMATION CIVIL Justin Yarnell, PE (CO) Justin@TheYarnells.com (970) 323-7008 ext. 101 EAGLE RIVER VALLEY: P.O. Box 3901 Eagle, Colorado 81631-3901 Concept Mechanical Contact; Tim Rosen P.O. Box 1165 Avon, CO 81620 Office Phone: 970-949-0200 conceptmechanical@comcast. net As indicated 4/12/2018 6:29:27 PMA1.0 COVER SHEET KC HB 332 MILL CREEK CIRCLE 04/06/2018 PROGRESS SET 04/06/2018 PROGRESS SET332 MILL CREEK CIRCLEVAIL, CO 81657A. 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, lead 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. REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 A4.2 1 A4.6 1 2 A5.2 1 A5.6 1 A5.1 A4.4 1 A4.5 2 A4.5 4 A4.51 A4.6 2 1 A5.3 1 3 4 A D C B E F 4D 2B AA DD 2 A5.4 1 A5.5 2 A5.7 A4.3 1 1 A5.9 1 A5.8CC 2 FAN F A N FAN F A NFAN FAN BLAC K OU T BLACK OUT BLA C K OUT 210' - 1 3/8" PROPOSED F.C BB 1 A5.7 1A 1 A5.11 3C B.O. CLG @ 8' - 6" 2' - 1 1/2" 3' - 0" 4' - 1 7/8" 2' - 10 5/8" 2' - 5" 2' - 5" 2' - 5" 2' - 5 5/8"4' - 5 1/4" 17' - 0 1/4"2' - 6"3' - 9 1/2" 5' - 7 1/4" 1' - 8 1/2" 3' - 9 1/2" 5' - 7 1/4" 6' - 1 1/8" 7' - 3 3/4" 7' - 3 5/8" 3' - 0 5/8" 7' - 3 3/8"9' - 8 3/4" 1' - 5 3/8" 2' - 5" 1' - 10 1/8" 1' - 8 1/4"3' - 0" 4' - 7" 1' - 8 1/4"3' - 0" 1' - 2 1/4"4' - 3 3/4" 1' - 5 5/8"EQ EQ5' - 7 3/8"2' - 2 5/8"1' - 10 5/8"2' - 0 5/8"3' - 9 7/8"1' - 7 1/4" B.O. CLG @ 8' - 6" B.O. CLG @ 10' - 1 3/8" B.O. CLG @ 10' - 6 3/8" B.O. CLG @ 8' - 2" B.O. CLG @ 8' - 2" B.O. CLG @ 10' - 6 3/8" B.O. CLG @ 8' - 2" B.O. CLG @ 10' - 6 3/8" B.O. CLG @ 10' - 6 3/8" B.O. CLG @ 8' - 3" 2' - 2 3/8" 4' - 5" 4' - 5" 3' - 11 5/8" 3' - 0 5/8" 15' - 4 1/8"3' - 0 3/4" 6' - 1 1/2" 3' - 0"F A A A A A A A A A A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 D3 D3 1' - 3 1/8" 3' - 9 7/8" 1' - 3 1/8"H H A A A A A A A A A A H A A A A A A5' - 3 1/2" 3' - 3 3/4"3' - 3 3/4" 3' - 3 3/4"1' - 8"1' - 8" 2' - 0 7/8" 4' - 2 1/2" 4' - 5 1/8" 6' - 4 5/8" 4' - 3 7/8" 3' - 6 5/8" 4' - 3" 1 ' - 0 1/8" 5' - 3 1 /2 " 1 ' - 6 1/4" 1' - 8"1' - 3"3' - 1 1/2" 4' - 6" 3' - 2 3/4" 4' - 3 3/4"10 3/8"2' - 3 1/4"D3 1' - 2" 1 ' - 3 1/8" 8 5/8" 3 ' - 0 3/8" 8' - 2 7/8" 5 ' - 11 3/4" 1 ' - 6 1/2"6' - 11 3/4"2' - 6 1 /2"2' - 6 1/2" A A 1' - 5"1' - 5 5/8" 1' - 4 1/8" 2' - 4" 1' - 8" 1' - 6" 1 ' - 5 5/8" 4' - 4 3/8 "8 ' - 0" 4' - 10 5/8" 1' - 1 1/4" 1 ' - 11 5/8"8' - 6 7/8" 7' - 7 5/8"2' - 8 7/8" 3' - 4 1/4" 3' - 4 1/4" 7' - 4 5/8" 3' - 4 1/4" 3' - 4 1/4"6' - 9 1/8"2' - 2 3/8" 2' - 2 3/8" 5 ' - 0"3' - 6 3/4"1' - 9 1/4" 3' - 9 1/2" 1 ' - 6 1/2" 1' - 5 3/8" 1 ' - 9 1/4" 2' - 5 7 /8" H H A2 A A2 A2 A A 1' - 6 7/8" 2' - 1 3/8"1' - 9 5/8"1' - 5" B.O. CLG @ 8' - 6" B.O. CLG @ 8' - 6" B.O. CLG @ 8' - 6" MECHANICAL 100 EXCERCISE ROOM 101 REC ROOM 115 LAUNDRY ROOM 103 LOWER LEVEL BATH 114 BUNKROOM 107 BEDROOM #3 105 BATH #3 104 BEDROOM #4 110 BATH #4 113 AV 112 BUNK BATH 109 A A2A2 A B.O. DECKING @ 10' - 6 1/4" A4 A4 J- BOX L2 L2 A4 3' - 4 1/4" 3' - 4 1/4" 3' - 4 1/4" 3' - 4 1/4"2' - 2"L2 L2 S 1' - 0" 6' - 11 3/8" 1' - 0" LED COVE UPLIGHT 4" A 1' - 11 1/4"A4 12' - 0" 4' - 0 1/2"7' - 2 3/4" GENERAL NOTES: 1. PRIOR TO PULLING ANY WIRE, SCHEDULE A WALK THROUGH W/ ARCHITECT & OWNER FOR ELECTRICAL BOX, SWITCH BOX, J-BOX, SCONCE & CAN LIGHT ROUGH IN, ETC. 2. LOCATE SWITCHES AS CLOSE TO TRIM/END OF WALL AS POSSIBLE, SWITCHES MAY BE SHOWN FARTHER FROM END OF WALL/TRIM FOR CLARITY. 3. LOCATION OF OUTLETS AND OTHER ELECTRICAL DEVICES IS DIAGRAMMATIC -- ACTUAL PLACEMENT OF ELEMENTS, WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE OF COLORADO, AND NATIONAL CODES AND ORDINANCES. 4. OUTLETS TO BE LOCATED VERTICALLY W/ CENTERLINE @ 16" ABOVE FINISHED FLOOR, AND SWITCHES 42" TO CENTERLINE ABOVE FINISHED FLOOR, UNLESS OTHERWISE SPECIFIED. AT LOCATIONS WHERE THIS IS NOT POSSIBLE, CONSULT THE ARCHITECT. 5. PROVIDE SMOKE DETECTORS THROUGHOUT THE HOUSE AS REQUIRED PER R314. SMOKE DETECTORS WILL BE CONNECTED TO THE MONITORED FIRE ALARM SYSTEM. 6. PROVIDE GFI OUTLET IN EVERY VANITY @ ONE SINK IN CABINET, EXCEPT FOR POWDER ROOMS. 7. ALL DIMENSIONS TO CENTER LINE OF FIXTURE. COORDINATE FIXTURE LOCATION WITH STRUCTURE AND TO ALIGN AND CENTER FIXTURES AS CLOSE AS POSSIBLE PROVIDE GFI OUTLET IN EVERY VANITY @ ONE SINK IN CABINET, EXCEPT FOR POWDER ROOMS. 8. COORDINATE SWITCHED OUTLETS LOCATIONS AT VANITY WALLS AND FLOORS WITH FURNITURE PLANS, INTERIOR DOCUMENTS & OWNER 9. PROVIDE CARBON MONOXIDE DETECTORS THROUGHOUT THE HOUSE PER R315. CARBON MONOXIDE DETECTORS WILL BE CONNECTED TO THE MONITORED FIRE ALARM SYSTEM. 10. OUTLETS ABOVE VANITIES TO BE VERTICAL WITH CENTERLINE AT 46" AFF EXCEPT AS NOTED. VERIFY LOCATION & HEIGHT WITH OWNER. 11. VERIFY ALL APPLIANCE ELECTRICAL LOADS WITH OWNER SPECS. 12. PROVIDE POWER AS REQUIRED PER MECHANICAL CONTRACTOR AND SPEC. 13. VERIFY CANS FIT IN STRUCTURAL CAVITY/ JOIST SPACING BEFORE ORDERING. 14. PROVIDE J-BOX FOR HEAT TAPE LOW ON WALL @ ALL DOWNSPOUT LOCATIONS - COORDINATE W/ ROOFER FOR DOWNSPOUT & EXCAVATOR FOR UNDERGROUND PIPING FOR DOWNSPOUTS. PROVIDE SUFFICIENT AMPERAGE CAPACITY TO PROVIDE CONTINUOUS HEAT TAPE @ DOWN SPOUTS & GUTTER AS WELL AS FOR FUTURE 3' HIGH ZIG ZAG @ B.O. ROOF ABOVE GUTTERS IF REQ'D IN FUTURE. 15. CENTER ALL LIGHTS BETWEEN EXPOSED ROOF JOISTS/ BEAM U.N.O. 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 4/12/2018 6:30:03 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A10.1 LOWER LEVEL RCP HB 04/06/2018 PROGRESS SET 1/4" = 1'-0"1 LOWER LEVEL REFLECTED CEILING PLAN REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 A4.2 1 A4.6 1 2 A5.2 1 A5.6 1 A5.1 A4.4 1 A4.5 2 A4.5 4 A4.51 A4.6 2 1 A5.3 1 3 4 A D C B E F 4D 2B AA DD 1 A5.10 2 A5.4 1 A5.5 2 A5.7 A4.3 1 BLA CK OUT BLACK OU T 9' - 6 3/4"1 A5.9 1 A5.8 CC 2 E FAN FAN FAN BLACK OUT B LACK OUT SHEAR S HEA R FAN BB 1 A5.7 1A 1 A5.11 3C H 6' - 0 3/8" 9' - 9" 11' - 2 1/4" 6' - 0 7/8"EQEQ EQ 7' - 7 5/8"7' - 7 5/8" 5' - 1 5/8" H HH H H A3 A3 A A A A A A A A A2 A A A H A A A A A A A A A A2 G A A A A H A A A A A3 A LOUNGE 202 GARAGE 200 ENTRY 212 OFFICE 211 ENTRY CLOSET 217 BATH#1 210 CLOSET 209 BEDROOM #1 208 BEDROOM #2 207 CLOSET. 206 BATH #2 205 POWDER 204 ELEVATOR 203 B.O. CLG 8' - 3 3/4" B.O. CLG 9' - 6 1/4" B.O. CLG 9' - 0" B.O. CLG @ 9' - 6 3/8"3' - 8 1/4" 5' - 4" 2' - 11 5/8" 3' - 4 1/8 " 6' - 7" 3 ' - 4 5/8 " 1' - 9 3 /4 " 1' - 8 1/2"2' - 7 5/8"2' - 10 3/8" 2 ' - 6 1/4" 2' - 6 1/4" 2' - 11 5/8" 3' - 0 3/8"1' - 7 5/8" 4' - 4 3/8" 1' - 0" 2' - 0" 1' - 8" 4' - 4"2' - 4 3/4"3' - 7 5/8" 3' - 6 1/8"A3 A3 A3 A3 A3 A3 2' - 10"2' - 10" 6' - 3 3/8" 3' - 5" 3' - 5" 3' - 8 1/8" 1' - 11 3/8" 6' - 5 1/2" 5' - 7" 2' - 5 1/8" 5' - 0" 4' - 8 1/4" 2' - 9 1/4" 9' - 0" 3' - 1 1/2" 3' - 1 1/2" 3' - 1"2' - 3" 11 3/4" 3' - 2 3/8" 10 7/8" 4' - 1 1/8" 2' - 5 1/2 " 1' - 1 0 1 /8"2' - 3"4' - 1 5/8" 1' - 7 1/8 "2' - 3" 2' - 8 3/8" 2' - 3 1/2"4' - 4 1/2" 4' - 4 7/8" 3' - 2 3/4" 13' - 4" 2' - 9" 1' - 2 1/8"5' - 9 1/4" A A 9' - 5 3/8"4' - 1 3/8" 1' - 7" 4' - 11 3/8" 4' - 11 3/8" B.O. CLG @ 9' - 6 3/8" B.O. CLG @ 8' - 2" B.O. CLG @ 8' - 2" B.O. CLG @ 9' - 3 3/8" B.O. CLG @ 9' - 6 3/8" 8' - 2" B.O. CLG @ 8' - 2" B.O. CLG @ 9' - 0"B.O. CLG @ 9' - 6 3/8" B.O. DECKING @ 9' - 4 7/8" 7' - 0 1/4" A A 1' - 6" 4' - 11" 4' - 11" 4' - 10 5/8" 5' - 0 1/2" B.O. DECKING @ 9' - 2 3/8" B.O. DECKING @ 9' - 2 3/8" E J- BOX A D3 D3 D3 D3 A5 A4A4 A4 A4 K K E E E A5 A5 1' - 2 3/4" 2' - 0 5/8" 2' - 7 3/4" 2' - 3 3/4" 2' - 2 5/8" A4 GENERAL NOTES: 1. PRIOR TO PULLING ANY WIRE, SCHEDULE A WALK THROUGH W/ ARCHITECT & OWNER FOR ELECTRICAL BOX, SWITCH BOX, J-BOX, SCONCE & CAN LIGHT ROUGH IN, ETC. 2. LOCATE SWITCHES AS CLOSE TO TRIM/END OF WALL AS POSSIBLE, SWITCHES MAY BE SHOWN FARTHER FROM END OF WALL/TRIM FOR CLARITY. 3. LOCATION OF OUTLETS AND OTHER ELECTRICAL DEVICES IS DIAGRAMMATIC -- ACTUAL PLACEMENT OF ELEMENTS, WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE OF COLORADO, AND NATIONAL CODES AND ORDINANCES. 4. OUTLETS TO BE LOCATED VERTICALLY W/ CENTERLINE @ 16" ABOVE FINISHED FLOOR, AND SWITCHES 42" TO CENTERLINE ABOVE FINISHED FLOOR, UNLESS OTHERWISE SPECIFIED. AT LOCATIONS WHERE THIS IS NOT POSSIBLE, CONSULT THE ARCHITECT. 5. PROVIDE SMOKE DETECTORS THROUGHOUT THE HOUSE AS REQUIRED PER R314. SMOKE DETECTORS WILL BE CONNECTED TO THE MONITORED FIRE ALARM SYSTEM. 6. PROVIDE GFI OUTLET IN EVERY VANITY @ ONE SINK IN CABINET, EXCEPT FOR POWDER ROOMS. 7. ALL DIMENSIONS TO CENTER LINE OF FIXTURE. COORDINATE FIXTURE LOCATION WITH STRUCTURE AND TO ALIGN AND CENTER FIXTURES AS CLOSE AS POSSIBLE PROVIDE GFI OUTLET IN EVERY VANITY @ ONE SINK IN CABINET, EXCEPT FOR POWDER ROOMS. 8. COORDINATE SWITCHED OUTLETS LOCATIONS AT VANITY WALLS AND FLOORS WITH FURNITURE PLANS, INTERIOR DOCUMENTS & OWNER 9. PROVIDE CARBON MONOXIDE DETECTORS THROUGHOUT THE HOUSE PER R315. CARBON MONOXIDE DETECTORS WILL BE CONNECTED TO THE MONITORED FIRE ALARM SYSTEM. 10. OUTLETS ABOVE VANITIES TO BE VERTICAL WITH CENTERLINE AT 46" AFF EXCEPT AS NOTED. VERIFY LOCATION & HEIGHT WITH OWNER. 11. VERIFY ALL APPLIANCE ELECTRICAL LOADS WITH OWNER SPECS. 12. PROVIDE POWER AS REQUIRED PER MECHANICAL CONTRACTOR AND SPEC. 13. VERIFY CANS FIT IN STRUCTURAL CAVITY/ JOIST SPACING BEFORE ORDERING. 14. PROVIDE J-BOX FOR HEAT TAPE LOW ON WALL @ ALL DOWNSPOUT LOCATIONS - COORDINATE W/ ROOFER FOR DOWNSPOUT & EXCAVATOR FOR UNDERGROUND PIPING FOR DOWNSPOUTS. PROVIDE SUFFICIENT AMPERAGE CAPACITY TO PROVIDE CONTINUOUS HEAT TAPE @ DOWN SPOUTS & GUTTER AS WELL AS FOR FUTURE 3' HIGH ZIG ZAG @ B.O. ROOF ABOVE GUTTERS IF REQ'D IN FUTURE. 15. CENTER ALL LIGHTS BETWEEN EXPOSED ROOF JOISTS/ BEAM U.N.O. 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 4/12/2018 6:30:13 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A10.2 GROUND LEVEL RCP HB 04/06/2018 PROGRESS SET 1/4" = 1'-0"1 GROUND LEVEL REFLECTED CEILING PLAN REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 A4.2 1 A4.6 A4.1 1 1 2 A5.2 1 A5.6 1 A5.1 A4.4 1 A4.5 2 A4.5 4 A4.51 A4.6 2 1 A5.3 1 3 4 A D C B E F 4D 2B AA DD 1 A5.10 2 A5.4 1 A5.5 2 A5.7 A4.3 1 DUAL SH ADE SHEAR 1 A5.9 1 A5.8CC 2 FAN FAN FAN 1 1/2" / 12"LINE OF BRIDGE BELOW BB 1 A5.7 1A 231' - 9 3/4" 1 A5.11 3C 15' - 1 1/8"2' - 10 1/8" 2' - 5 1/4" 7' - 8 1/4" 4' - 6 5/8" 7' - 6" 4' - 3 3/4" 6' - 10 1/4" A A A L C A 12' - 0 1/2" 3' - 10 1/2" 6' - 0 1/4" 4' - 7 1/8"10' - 3 1/8"1' - 7 1/8" 10' - 2 1/8"4' - 4 1/2" 3' - 11 1/8" 2' - 10 3/8" 4' - 7 3/8" 5' - 5 3/4" A A A F A A A A D3 D3 D3 D3 D3 A3 A3 A3 A3 A3 A3 A3 A B3 B3 B B B B B B B B BB 20' - 1 3/8" 4' - 0 3/8" 4' - 0 3/8" 1 ' - 5 3/8" 1 ' - 9 5/8"5' - 3 1 /4" 1' - 1 1 /2" 8 1/4" 2' - 11 7/8" 3 ' - 10 3/8"4' - 0 5/8"3' - 7" 4' - 5" 5' - 5" 2' - 7 5/8" 2' - 7" 2' - 6 1/4"4' - 7"14' - 0"1' - 11" 10' - 2 5/8"1' - 10 3/8" 12' - 6 1 /8"2' - 2 1/2" 2' - 0" 4' - 2" 2' - 6 7/8" 2 ' - 10 " 2 ' - 11 1/2" 2 ' - 10"3' - 11 7/8"3' - 0 3/8"7 1/4"1' - 11"4' - 7 5/8" 2' - 0 7/8" 1 ' - 7" B.O. CLG @ 9' - 10 1/2" B.O. CLG @ 10' - 0 3/8" B.O. CLG @ 15' - 4" B.O. CLG @ 13' - 3" 13' - 7" B.O. CLG @ 10' - 0 3/8" B.O. CLG 9' - 0 3/8" B.O. CLG 10' - 0 3/8" B.O. CLG @ 9' - 0" B.O. CLG @ 10' - 0 3/8" B.O. CLG @ 8' - 2" B.O. CLG @ 10' - 0 3/8" 1' - 7 3/4" 4' - 9" 2' - 7" KITCHEN 301 ELEVATOR 305 PANTRY 304 MASTER BATH 308 MASTER BEDROOM 309 POWDER 310 B.O. CLG @ 13' - 7" B.O. CLG @ 15' - 4 1/4" B.O. DECKING @ 10' - 0 3/8" ? B.O. DECKING @ 9' - 10 1/2" LINE OF WALL ABOVE 1 ' - 1 1" A A B.O. DECKING @ 9' - 0 3/8" A A2 A21' - 2 3/8" 4' - 4 7/8" 1' - 7 1/8" 2' - 1" 2' - 1 1/8" A A A A A A A A A A A A A A A A A A A3 A AA A L L L H H H A4 D3 D3 LED LIGHT STRIP L2 J- BOX A U U U U J- BOXJ- BOX U U U U A A A A A A A A4 8 1/2"8 1/2"5' - 4 7/8" 5' - 4 1/2" 5' - 4 1/2" 4' - 6 3/4" 1 ' - 2 5/8"1' - 9 5/8"2' - 5 7/8" 2' - 7" 2' - 8 3/4"9"1' - 0"9"GENERAL NOTES: 1. PRIOR TO PULLING ANY WIRE, SCHEDULE A WALK THROUGH W/ ARCHITECT & OWNER FOR ELECTRICAL BOX, SWITCH BOX, J-BOX, SCONCE & CAN LIGHT ROUGH IN, ETC. 2. LOCATE SWITCHES AS CLOSE TO TRIM/END OF WALL AS POSSIBLE, SWITCHES MAY BE SHOWN FARTHER FROM END OF WALL/TRIM FOR CLARITY. 3. LOCATION OF OUTLETS AND OTHER ELECTRICAL DEVICES IS DIAGRAMMATIC -- ACTUAL PLACEMENT OF ELEMENTS, WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE OF COLORADO, AND NATIONAL CODES AND ORDINANCES. 4. OUTLETS TO BE LOCATED VERTICALLY W/ CENTERLINE @ 16" ABOVE FINISHED FLOOR, AND SWITCHES 42" TO CENTERLINE ABOVE FINISHED FLOOR, UNLESS OTHERWISE SPECIFIED. AT LOCATIONS WHERE THIS IS NOT POSSIBLE, CONSULT THE ARCHITECT. 5. PROVIDE SMOKE DETECTORS THROUGHOUT THE HOUSE AS REQUIRED PER R314. SMOKE DETECTORS WILL BE CONNECTED TO THE MONITORED FIRE ALARM SYSTEM. 6. PROVIDE GFI OUTLET IN EVERY VANITY @ ONE SINK IN CABINET, EXCEPT FOR POWDER ROOMS. 7. ALL DIMENSIONS TO CENTER LINE OF FIXTURE. COORDINATE FIXTURE LOCATION WITH STRUCTURE AND TO ALIGN AND CENTER FIXTURES AS CLOSE AS POSSIBLE PROVIDE GFI OUTLET IN EVERY VANITY @ ONE SINK IN CABINET, EXCEPT FOR POWDER ROOMS. 8. COORDINATE SWITCHED OUTLETS LOCATIONS AT VANITY WALLS AND FLOORS WITH FURNITURE PLANS, INTERIOR DOCUMENTS & OWNER 9. PROVIDE CARBON MONOXIDE DETECTORS THROUGHOUT THE HOUSE PER R315. CARBON MONOXIDE DETECTORS WILL BE CONNECTED TO THE MONITORED FIRE ALARM SYSTEM. 10. OUTLETS ABOVE VANITIES TO BE VERTICAL WITH CENTERLINE AT 46" AFF EXCEPT AS NOTED. VERIFY LOCATION & HEIGHT WITH OWNER. 11. VERIFY ALL APPLIANCE ELECTRICAL LOADS WITH OWNER SPECS. 12. PROVIDE POWER AS REQUIRED PER MECHANICAL CONTRACTOR AND SPEC. 13. VERIFY CANS FIT IN STRUCTURAL CAVITY/ JOIST SPACING BEFORE ORDERING. 14. PROVIDE J-BOX FOR HEAT TAPE LOW ON WALL @ ALL DOWNSPOUT LOCATIONS - COORDINATE W/ ROOFER FOR DOWNSPOUT & EXCAVATOR FOR UNDERGROUND PIPING FOR DOWNSPOUTS. PROVIDE SUFFICIENT AMPERAGE CAPACITY TO PROVIDE CONTINUOUS HEAT TAPE @ DOWN SPOUTS & GUTTER AS WELL AS FOR FUTURE 3' HIGH ZIG ZAG @ B.O. ROOF ABOVE GUTTERS IF REQ'D IN FUTURE. 15. CENTER ALL LIGHTS BETWEEN EXPOSED ROOF JOISTS/ BEAM U.N.O.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 4/12/2018 6:30:29 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A10.3 MAIN LEVEL RCP HB 04/06/2018 PROGRESS SET 1/4" = 1'-0" 1 MAIN LEVEL REFLECTED CEILING PLAN REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 A4.2 1 A4.6 A4.1 1 1 2 A5.2 1 A5.6 1 A5.1 A4.4 1 A4.5 2 A4.5 4 A4.51 A4.6 2 1 A5.3 1 3 4 A D C B E F 4D 2B AA DD 1 A5.10 2 A5.4 1 A5.5 2 A5.7 A4.3 1 1 A5.9 1 A5.8CC 2 FAN FAN FAN 1 1/2" / 12" BB 1 A5.7 1A 1 A5.11 3C 2' - 0 3/8" 1' - 7" 4' - 5 1/8"2' - 3 7/8" 2' - 1 0" 1' - 7 1/8" 1 ' - 5 1/2" 2' - 11 1/8" 3' - 2 1/4" 1' - 7 1/2" 3' - 6 3/8" 5' - 11 1/2" 3' - 6" 1' - 11 1/2"3' - 6 3/8"3' - 4 5/8" 4' - 0 1/4" 6' - 0" 6' - 0 1/2" 2' - 7 3/8" 3' - 6 1/4 " 5' - 1 1 " 3' - 6 1/2" 1 ' - 11 5/8"3' - 0 5/8" 1' - 11 3/8" 5' - 1 1/4"1' - 9 1/8"1' - 9 1/8"3' - 10 1/4" 3' - 10 1/4" 1' - 9 5/8" 1' - 6 1/2" 1' - 6 5/8" 2' - 1 1/4" 2' - 10 1/2" 2' - 0 1/2" B B B B B G B BB B BB A B B WINE ROOM 407 POWDER ROOM 406 ENTERTAINMENT ROOM 405 BATH 403 ELEVATOR 404 CLOSET. 402 GUEST MASTER 401 3' - 11 7/8" 8' - 8 3/4" 3' - 4 3/8"1' - 9 7/8" 9' - 10" 1' - 7 1/8"8' - 8 3/4"3' - 4 3/8"3' - 2 3/8" 2' - 10"1' - 7 1/2"3' - 4 1/2" B.O. CLG @ 9' - 2 1/2" B.O. CLG @ 10' - 5 5/8" B.O. CLG @ 8' - 0" 8' - 0" B.O. CLG @ 8' - 0" B.O. CLG @ 9' - 4 3/8" B.O. CLG @ 11' - 7 1/8" B.O. CLG @ 12' - 11 3/8" B.O. CLG @ 9' - 11" 8 1/2"5' - 7 5/8" 8" B.O. CLG @ 9' - 8"B.O. CLG @ 8' - 0" B.O. CLG @ 10' - 9 3/4" B.O. DECKING @ 14' - 0 1/2" B.O. DECKING @ 10' - 5 5/8" D3 D3 B B B B B B B B B B B B B B B B B B A4 A4 B 2 ' - 0" 2 ' - 6 1 /4" 2 ' - 0" 2 ' - 0" B 3' - 6" B GENERAL NOTES: 1. PRIOR TO PULLING ANY WIRE, SCHEDULE A WALK THROUGH W/ ARCHITECT & OWNER FOR ELECTRICAL BOX, SWITCH BOX, J-BOX, SCONCE & CAN LIGHT ROUGH IN, ETC. 2. LOCATE SWITCHES AS CLOSE TO TRIM/END OF WALL AS POSSIBLE, SWITCHES MAY BE SHOWN FARTHER FROM END OF WALL/TRIM FOR CLARITY. 3. LOCATION OF OUTLETS AND OTHER ELECTRICAL DEVICES IS DIAGRAMMATIC -- ACTUAL PLACEMENT OF ELEMENTS, WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE OF COLORADO, AND NATIONAL CODES AND ORDINANCES. 4. OUTLETS TO BE LOCATED VERTICALLY W/ CENTERLINE @ 16" ABOVE FINISHED FLOOR, AND SWITCHES 42" TO CENTERLINE ABOVE FINISHED FLOOR, UNLESS OTHERWISE SPECIFIED. AT LOCATIONS WHERE THIS IS NOT POSSIBLE, CONSULT THE ARCHITECT. 5. PROVIDE SMOKE DETECTORS THROUGHOUT THE HOUSE AS REQUIRED PER R314. SMOKE DETECTORS WILL BE CONNECTED TO THE MONITORED FIRE ALARM SYSTEM. 6. PROVIDE GFI OUTLET IN EVERY VANITY @ ONE SINK IN CABINET, EXCEPT FOR POWDER ROOMS. 7. ALL DIMENSIONS TO CENTER LINE OF FIXTURE. COORDINATE FIXTURE LOCATION WITH STRUCTURE AND TO ALIGN AND CENTER FIXTURES AS CLOSE AS POSSIBLE PROVIDE GFI OUTLET IN EVERY VANITY @ ONE SINK IN CABINET, EXCEPT FOR POWDER ROOMS. 8. COORDINATE SWITCHED OUTLETS LOCATIONS AT VANITY WALLS AND FLOORS WITH FURNITURE PLANS, INTERIOR DOCUMENTS & OWNER 9. PROVIDE CARBON MONOXIDE DETECTORS THROUGHOUT THE HOUSE PER R315. CARBON MONOXIDE DETECTORS WILL BE CONNECTED TO THE MONITORED FIRE ALARM SYSTEM. 10. OUTLETS ABOVE VANITIES TO BE VERTICAL WITH CENTERLINE AT 46" AFF EXCEPT AS NOTED. VERIFY LOCATION & HEIGHT WITH OWNER. 11. VERIFY ALL APPLIANCE ELECTRICAL LOADS WITH OWNER SPECS. 12. PROVIDE POWER AS REQUIRED PER MECHANICAL CONTRACTOR AND SPEC. 13. VERIFY CANS FIT IN STRUCTURAL CAVITY/ JOIST SPACING BEFORE ORDERING. 14. PROVIDE J-BOX FOR HEAT TAPE LOW ON WALL @ ALL DOWNSPOUT LOCATIONS - COORDINATE W/ ROOFER FOR DOWNSPOUT & EXCAVATOR FOR UNDERGROUND PIPING FOR DOWNSPOUTS. PROVIDE SUFFICIENT AMPERAGE CAPACITY TO PROVIDE CONTINUOUS HEAT TAPE @ DOWN SPOUTS & GUTTER AS WELL AS FOR FUTURE 3' HIGH ZIG ZAG @ B.O. ROOF ABOVE GUTTERS IF REQ'D IN FUTURE. 15. CENTER ALL LIGHTS BETWEEN EXPOSED ROOF JOISTS/ BEAM U.N.O. 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 4/12/2018 6:30:45 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A10.4 UPPER LEVEL RCP 04/06/2018 Author Checker 04/06/2018 PROGRESS SET 1/4" = 1'-0"1 UPPER LEVEL REFLECTED CEILING PLAN REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 UP N 7 9°41 '59" E 1 59.95' SWIMMING POOL EASEMENT (B259, P714) PART OF LOT 10 AC UNIT LOT 4 LOT 10 M I L L C R E E K C I R C L E (40' ROW ) 7 ft. 0 ft. 9 ft. 0 ft. 12.5 11.25 10.75 10.71 7.5 tp:16.0 tp:15.0 tp:13.5 11.65 tp:13.5 tp:14.82 14.82 11.87 11.34 bw:2.5 bw:2.5 tw:5.5 tw:12.5 bw:6.5 tw:14.0 tw:19.0 tw:20.0 tw:19.0 tw:18.0 tw:14.5 bw:12.0 NOTE: SEE LOT 10 SUBMITTAL PLAN FOR CONTINUATION OF PROPOSED GRADING ACROSS PROPERTY LINE bw:6.5 11.7 tw:14.82 11.75 11.5 11.7 11.14 11.82 tp:14.82 12.08 12.1 bw:6.5 14.76 tw:6.5 11.9 11.82 tw:15.0 15.0 12.4 12.45 tw:10.5 bw:11.5 3% 3% 3.9% 5%5% 6% 1.5% 3% 3.5% 9% 3% 3.8% 3% 5% tw:10.5 tw:13.0 tw:5.5 11.9 tp:13.9 tp:13.9 bw:11.0 tw:10.5 bw:11.0 tw:15.0 12.5 8 20 9 8208 82 1 182128213821482 16 8221 8218 8 21 7 8 217 8218 8212 8213 8214820982098208 8 207 821282138216 15 16 17 18 19 19 20 18 17 16 15 14 13 12 11 10 9 8 9 10 11 15 16 12 17 16 151413 12 15 13 12 11 10 6 18 19 11 11 11 12 10 12 128210 8220 822082158210 20 21 22 19 18 17 16 15 14 13 12 11 10 9 8 9 10 11 12 22 xx 20 19 18 17 17 18 P TV TV P EXIST. BLDG. OUTLINE EXIST. BLDG. OUTLINE EXIST. BLDG. OUTLINE TO BE REMOVED EXIST. BLDG. OUTLINE PE 1 1 PE1 0 +9'-6'' +12'-3'' +11. 2 5 +12 +12' PE 09 PE 1 2 PE13 PE14 PE16 PE17 PE18 PE19 PROP E RTY LINE FRONT SET BAC K REAR SET BACK SIDE SET BACKSIDE SET BACKUTILITY EASEMENT UTILITY EASEMENTPROPERTY LINE PROPERTY LINEWA TERSEW E R GAS LINE OF MAIN AND GROUND FLOOR BELOW LOWER LEVEL F.F @ 200'-0'' GROUND LEVEL F.F @ 212'-0'' MAIN LEVEL F.F @ 223'-0'' UPPER LEVEL F.F @ 234'-6''1 1/2" / 12"1 1/2" / 12"1 1/2" / 12"1 1/2" / 12"LINE OF UPPER FLOOR BELOWLINE OF MAIN AND GROUND FLOOR BELOW LINE OF LOWER LEVEL BELOW (3) ENCLOSED 9X18PARKING SPACES T.O OF STRUCTURE 44'-2 7/8''PRE EXIST. GRADE 11'-6'' T.O. OF STRUCTURE 46'-4 3/4'' PRE EXIST. GRADE 13'-6 '' PE 15 SNOW MELTED PAVER DRIVEWAY SNOW STORAGE 228 SQFT PE 11 PE10 PE 09 PE12 PE13 PE15 PE14 PE16 PE17 PE18 PE19 LIMIT OF DIS T U RBA NCE T.W. 14.25 T.W 15.0 HATCHED REGION SHOWS DRIVEWAY SNOW MELT HEAT SYSTEM IN STREET RIGHT OF WAY IS ON A SEPERATE ZONE AND LABELED AT THE CONTROL BOX (2) EXTERIOR 9X19 PARKING SPACES EXISTING TREE TO BE REMOVED R R R R R R GAS METER LOCATION ELECTRIC METER LOCATION W W W W W W S S S S S G G G G G T.W 16.5 LINE OF EXISTING STRUCTURE TO BE REMOVED BROWNSTONE BOULDER RETAINING (TYPICAL) MECHANICAL/PLUMBING PLANS TO REFLECT FIXTURES ON BACK WATER VALVE AS REQ'D BY IPC R REPROPOSED CURBSTOP AT PROPERTY LINE 1* 2* 3* LIMITS OF DISTURBANCE NEW 4'' WATER SERVICE LINE CONNECTS TO 'T' TO CURB STOP ADDRESS MARKER ELE C T RIC EEEE EXISTING COTTONWOOD TO BE REMOVED 1 1/2" / 12"CU RVE D T.O. OF STRUCTURE 49'-7' PRE EXIST. GRADE 16'-8 '' 1 1/ 2" / 1 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 3/26/2018 6:37:24 PM1" = 10'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A2.1 SITEPLAN HB 03/23/2018 BUILDING PERMIT SET NORTH 0' 10' 20' 30' 1" = 10'-0"1 SITE PLAN GENERAL NOTES: LOT SIZE IS .285 ACRES EQUAL TO 12,429 SF PLUS 1,261 SF FROM PARCEL 2= 13,690 SF 1.) SEE L-1 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING, AND EROSION CONTROL NOTES 2.) LIMITS OF DISTURBANCE AND FENCING TO BE PLACED AT THE DRIP EDGE OF TREES TO REMAIN OR AS APPROVED BY ARBORIST. 3.) PRIOR TO DEMOLITION ALL EXISTING UTILITIES WILL BE TURNED OFF AND DISCONNECTED AS FOLLOWS: CONTRACTOR TO BE RESPONSIBLE FOR COORDINATING THE DISCONNECT OF ALL UTILITIES WITH THE APPROPRIATE UTILITY COMPANIES / DEPARTMENTS. ELECTRICAL: TO BE DISCONNECTED AT EXISTING TRANSFORMER AT THE NORTH SIDE OF LOT. DESIGN BUILD SUBCONTRACTOR WILL PROVIDE NEW LARGER AMPERAGE SERVICE TO REPLACE THE EXISTING SERVICE. PHONE: TO BE DISCONNECTED AT PHONE PEDESTAL AT THE NORTH WEST CORNER OF LOT. NEW SERVICE TO BE RUN IN CONDUIT TO HOUSE. CABLE: TO BE DISCONNECTED AT TV BOX LOCATION AT THE NORTH WEST CORNER OF THE LOT. WATER: TO BE TURNED OFF AT EXISTING WATER VALVE AS NOTED ON SURVEY. NEW 4" WATER SERVICE LINE CONNECTS TO NEW CURB STOP AT PROPERTY LINE. NEW WATER SERVICE TO BE PROVIDED AS NOTED ON MECHANICAL/ PLUMBING DRAWINGS. GAS: TO BE TURNED OFF AT EXISTING GAS VALVE. GAS LINE TO BE CUT JUST NORTH OF THE VALVE (HOUSE SIDE OF VALVE). NEW SERVICE TO BE PROVIDED AS NOTED ON MECHANICAL/PLUMBING DRAWINGS. SEWER: APPROXIMATE LOCATION OF SEWER LINE IS SHOWN ON SHEET A2.0. NEW SEWER LINE CONNECTS TO EXISTING EAGLE RIVER WATER AND SANITATION DISTRICT SEWER LINE AT STREET WEST CORNER OF THE PROPERTY. 4.) PROVIDE CONSTRUCTION FENCE AROUND PROPERTY AT LIMIT OF DISTURBANCE SHOWN ON DEMO PLAN. 5.) PROVIDE SILT FENCING AT SIDES & ALL DOWNHILL AREAS OF PROPERTY. 6.) EXTERIOR LIGHTING- 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 13 LIGHTS ARE ALLOWED. 13 EXTERIOR LIGHTS 18"+ ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. K - WAC STEP LIGHTING WL-100-AM BN EXT. STEPLIGHT BRUSHED NICKEL FINISH MOUNTED 18'' OR LESS ABOVE FINISH GRADE (20) TOTAL FIXTURES E - HUBBARTON FORDGE AIRIS MEDIUM SCONCE BRONZE FINISH MR-16 307920-18-ZK219- (2) TOTAL FIXTURES C - BELFER WEDGE UPLIGHT. LIGHT NOT TO EXTEND BEYOND ROOF -(5) TOTAL FIXTURES L - CIRRUS CHANNEL S1, SQUARE 1'' LDNS -(6) TOTAL FIXTURES R - BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL PROPOSED -(8) TOTAL FIXTURES 7.) SLOPE PERVIOUS GRADE @ MIN. 10% FOR 10' FROM BUILDING PER SOIL REPORT. 8.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN): MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE DIRECTLY BELOW (WHICHEVER IS MORE RESTRICTIVE). ROOF CALCULATIONS SHOWN ARE FOR UPPER ROOF ONLY WHERE THE ROOF IS CLOSER TO THE BUILDING HEIGHT LIMIT *1- ROOF EAVE HEIGHT @ SHEATHING = 44' - 2 7/8'' PRE EXISTING GRADE BELOW EAVE = 11' - 6'' ROOF HEIGHT = 32' - 7'' *2- ROOF EAVE HEIGHT @ SHEATHING = 46'- 4 3/4' PRE EXISTING GRADE BELOW EAVE = 13' - 6'' ROOF HEIGHT = 32' - 11 1/4'' *3- ROOF EAVE HEIGHT @ SHEATHING = 49' - 7" PRE EXISTING GRADE BELOW EAVE = 16' - 8'' ROOF HEIGHT = 32'- 11" 9.) LANDSCAPE AREA CALCULATIONS: SEE A2.2 10.) SNOW STORAGE CALCULATIONS: IF DRIVE WAY IS HEATED 10% OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE TOTAL HEATED DRIVEWAY AREA= 2,680 SF THEREFORE 268 SF IS NEEDED FOR SNOW STORAGE TOTAL SNOW STORAGE AREA PROVIDED= 269 SF, WHICH EXCEEDS THE REQUIREMENT OF 268 SF. 11.) TOTAL NUMBER OF TREES BEING REMOVED IS 27 (TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN) 16 CONIFEROUS 11 DECIDUOUS 12.) SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE / PATIO / DRIVEWAY / WALL ELEVATION NOTES. 13.) ALL AREA DRAINS AND DOWNSPOUSTS ARE TO BE HARDPIPE TO DAYLIGHT. KC REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 8210821 5 8220 822082158210 82 0 9 8208 821 18212821382148 2 16 8221 8218 82 178216 8217 8218 8212 8213 8214821182098208 8209 8208820 7 82128213N 79°41 '59" E 1 5 9.95'74.55'L1L2 L354.05' 35.38' 99.62' 5.0' 10.0' 3.0' 6.5' LOT 4 LOT 5 LOT 10 LOT 11 M I L L C R E E K C I R C L E (40' ROW )S 24°24'00" W73.78'N 83°01 '00" W1 35.00'N 1 8°48'00" E1 07.92'=05°36'20" R=1426.50' L=139.56' T=69.84' C LEN=139.51' BRG=N 68°23'48" W 10.0 09.3 08.0 07.5 07.3 07.1 07.2 07.4 07.5 07.7 07.2 07.3 07.5 09.0 09.7 06.8 06.4 06.6 07.4 07.4 07.1 07.7 07.4 10.4 09.8 09.9 10.4 11.3 12.9 14.7 15.7 16.1 16.7 16.6 16.416.2 15.1 13.1 11.3 10.5 09.8 09.9 10.9 12.2 13.7 15.2 16.3 17.1 16.7 16.8 16.5 16.1 15.6 15.1 08.8 09.5 09.7 11.1 11.8 13.5 15.3 16.8 18.2 19.7 21.0 22.2 23.2 23.0 22.1 21.5 20.3 18.9 17.4 15.8 14.2 12.7 11.6 10.9 09.8 18.1 19.7 20.8 21.4 21.7 16.7 16.8 17.7 18.8 18.9 19.219.2 18.9 18.8 19.0 18.9 16.8 16.816.8 16.8 16.716.7 15.515.1 14.3 13.8 13.1 12.3 11.8 11.9 10.3 08.0 08.0 08.3 08.0 07.9 08.7 08.1 08.1 08.1 08.1 08.7 08.6 08.6 09.6 08.9 09.1 09.1 09.4 09.0 11.511.7 11.7 11.6 11.6 10.6 10.2 10.9 10.9 10.110.1 10.109.7 09.7 10.2 10.3 12.1 12.2 12.2 17.2 17.2 19.0 19.9 19.8 19.8 19.7 20.0 20.1 21.121.1 20.4 19.8 19.8 18.9 17.7 16.7 16.917.7 17.5 19.1 20.8 19.8 19.2 19.8 20.5 21.1 19.1 21.5 22.9 22.2 21.3 20.6 20.1 20.0 20.0 20.0 20.0 18.418.418.4 16.3 16.7 17.1 16.8 16.7 17.6 16.6 16.6 16.1 16.2 16.4 16.2 15.9 16.4 16.0 15.9 15.6 16.0 16.2 16.4 16.1 16.1 15.5 14.4 14.3 15.215.2 15.2 15.7 16.0 16.3 16.3 16.3 16.3 16.3 16.3 16.3 16.216.3 07.7 08.1 09.0 11.4 11.2 11.7 11.7 11.7 11.8 12.7 12.6 13.2 12.3 12.9 10.8 10.6 11.9 12.0 11.912.0 11.7 13.614.4 15.2 16.0 15.8 15.314.5 13.2 13.7 13.7 13.3 11.7 11.7 11.7 11.7 11.6 11.7 11.7 11.7 11.6 11.6 11.6 11.7 11.7 11.7 07.2 08.2 09.5 09.5 07.4 07.5 08.6 10.3 10.9 11.5 11.7 11.0 11.7 11.5 11.711.8 11.6 11.0 10.8 09.8 09.9 08.808.1 07.9 06.8 07.9 09.006.7 07.5 10.7 10.7 11.3 11.6 12.908.2 08.1 11.611.6 08.3 08.3 10.6 11.111.1 10.6 10.6 P TV TV P EM EM EXIST. BLDG. OUTLINE EXIST. BLDG. OUTLINE EXIST. BLDG. OUTLINE TO BE REMOVED EXIST. BLDG. OUTLINE 09 11 12 1 3 1 4 1 6 18 19 1% +12'-3'' +12' -3'' +14'-3'' +16' +16' +16'-8'' +13 +12' 09 1 1 10 12 1 7 18 PRO P E R T Y LINE FRON T SET BAC K REAR SET BACK SIDE SET BACKSIDE SET BACKUTILITY EASEMENT UTILITY EASEMENTPROPERTY LINE PROPERTY LINEWAT E RSEW E R GAS (6) CONIFEROUS TREE TO BE REMOVED (2) DECIDUOUS TREE TO BE REMOVED (1) DECIDUOUS TREE TO BE REMOVED (1) CONIFEROUS TREE TO BE REMOVED (4) DECIDUOUS TREE TO BE REMOVED (2) CONIFEROUS TREE TO BE REMOVED (1) DECIDUOUS TREE TO BE REMOVED (3) DECIDUOUS TREE TO BE REMOVED (3) CONIFEROUS TREE TO BE REMOVED (2) CONIFEROUS TREE TO BE REMOVED ELEC T R I C LINE OF EXISTING STRUCTURE TO BE REMOVED LINE OF PROPOSED STRUCTURE EXISTING COTTONWOOD TO BE REMOVED LIMITS OF DISTURBANCE LOWER LEVEL F.F @ 200'-0'' GROUND LEVEL F.F @ 212'-0'' MAIN LEVEL F.F @ 223'-0'' UPPER LEVEL F.F @ 234'-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 3/26/2018 6:37:25 PM1" = 10'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A2.2 DEMO PLAN KC HB 03/23/2018 BUILDING PERMIT SET 1" = 10'-0"1 DEMO PLAN NORTH 0' 10' 20' 30' GENERAL NOTES: LOT SIZE IS .285 ACRES EQUAL TO 12,429 SF PLUS 1,261 SF FROM PARCEL 2= 13,690 SF 1.) SEE L-1 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING, AND EROSION CONTROL NOTES 2.) LIMITS OF DISTURBANCE AND FENCING TO BE PLACED AT THE DRIP EDGE OF TREES TO REMAIN OR AS APPROVED BY ARBORIST. 3.) PRIOR TO DEMOLITION ALL EXISTING UTILITIES WILL BE TURNED OFF AND DISCONNECTED AS FOLLOWS: CONTRACTOR TO BE RESPONSIBLE FOR COORDINATING THE DISCONNECT OF ALL UTILITIES WITH THE APPROPRIATE UTILITY COMPANIES / DEPARTMENTS. ELECTRICAL: TO BE DISCONNECTED AT EXISTING TRANSFORMER AT THE NORTH SIDE OF LOT. DESIGN BUILD SUBCONTRACTOR WILL PROVIDE NEW LARGER AMPERAGE SERVICE TO REPLACE THE EXISTING SERVICE. PHONE: TO BE DISCONNECTED AT PHONE PEDESTAL AT THE NORTH WEST CORNER OF LOT. NEW SERVICE TO BE RUN IN CONDUIT TO HOUSE. CABLE: TO BE DISCONNECTED AT TV BOX LOCATION AT THE NORTH WEST CORNER OF THE LOT. WATER: TO BE TURNED OFF AT EXISTING WATER VALVE AS NOTED ON SURVEY. NEW 4" WATER SERVICE LINE CONNECTS TO NEW CURB STOP AT PROPERTY LINE. NEW WATER SERVICE TO BE PROVIDED AS NOTED ON MECHANICAL/ PLUMBING DRAWINGS. GAS: TO BE TURNED OFF AT EXISTING GAS VALVE. GAS LINE TO BE CUT JUST NORTH OF THE VALVE (HOUSE SIDE OF VALVE). NEW SERVICE TO BE PROVIDED AS NOTED ON MECHANICAL/PLUMBING DRAWINGS. SEWER: APPROXIMATE LOCATION OF SEWER LINE IS SHOWN ON SHEET A2.0. NEW SEWER LINE CONNECTS TO EXISTING EAGLE RIVER WATER AND SANITATION DISTRICT SEWER LINE AT STREET WEST CORNER OF THE PROPERTY. 4.) PROVIDE CONSTRUCTION FENCE AROUND PROPERTY AT LIMIT OF DISTURBANCE SHOWN ON DEMO PLAN. 5.) PROVIDE SILT FENCING AT SIDES & ALL DOWNHILL AREAS OF PROPERTY. REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 N 79°41 '59" E 1 59.95' SWIMMING POOL EASEMENT (B259, P714) PART OF LOT 10 BUILDING RESTRICTIO AC UNIT LOT 4 LOT 10 0 ft. 12.5 11.25 10.75 10.71 7.5 tp:16.0 tp:15.0 tp:13.5 11.65 tp:13.5 tp:14.82 11.87 11.34 11.34 bw:2.5 bw:2.5 tw:5.5 tw:12.5 bw:6.5 tw:14.0 tw:19.0 tw:20.0 tw:19.0 tw:18.0 tw:14.5 bw:12.0 NOTE: SEE LOT 10 SUBMITTAL PLAN FOR CONTINUATION OF PROPOSED GRADING ACROSS PROPERTY LINE bw:6.5 11.7 tw :14.82 13.32 11.75 11.5 11.7 11.14 tp:14.82 12.08 12.1 bw:6.5 tw:8.5 tw:6.5 tw:4.5 tw:15.0 15.0 12.412.45 tw:10.5 bw:11.5 3% 3% 3.9% 5%5% 6% 1.5% 3% 3.5% 3% 3.8% 3% tw:10.5 tw:13.0 tw:5.5 tp:13.9 bw:11.0 tw:10.5 bw:11.0 tw:15.0 12.5 8 20 9 8208 82 1 18212821382148221 8218 82 17 8217 8218 8212 8213 8214820982098208 820 7 8212821315 16 17 18 19 19 20 18 17 15 14 13 12 11 10 9 8 8 9 10 11 15 16 12 17 16 151413 12 15 14 13 12 11 10 6 18 19 11 11 12 10 12 128210 8220 822082158210 21 22 10 8 9 10 11 12 22 xx 20 19 18 17 17 18 P TV TV P BUILDING FOOT PRINT AND DRIVE HARDSCAPE AREA SOFTSCAPE AREA LOWER LEVEL F.F @200'-0'' GROUND LEVEL F.F @212'-0'' MAIN LEVEL F.F @223'-0'' UPPER LEVEL F.F @234'-6'' LIMITS OF DISTURBANCE TO BE REMOVED AFTER EXISTING BUILDING REMOVED AND LANDSCAPED COMPLETLY LIMITS OF DISTURBANCE 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 3/26/2018 6:37:34 PM1" = 10'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A2.3 LANDSCAPE AREA KC HB 03/23/2018 BUILDING PERMIT SET 332 Mill Creek, Vail, CO Zone District: Two-Family Primary/Secondary Residential ( PS ) Lot is .285 acres, equal to 12,429 SF plus Additional area from parcel 2 of 1,261 equals 13,690 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 13,685 SF 60% Landscape Area Requirement 8,211 SF Lot Size 13,685 SF LESS Building Footprint / Driveway -5,155 SF Total Landscape Area 8,530 SF Total Hardscape Area Provided (9%) 916 SF Total Softscape Area Provided 7,614 SF 1" = 10'-0"1 LANDSCAPE AREA SET BACK NORTH 0' 10' 20' 30' REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 A B C D F E G H I J 2667 SF LOWER LEVEL AREA 5' - 7 1 /4" 12' - 2"2' - 6"22' - 6" K L 4' - 7"38' - 5"51 ' - 10" 20' - 2 3/4" 35' - 6"9' - 7 3/4" 21' - 7 1 /2" N 18' - 9" M 791 SF GARAGE AREA 1824 SF GROUND LEVEL AREA ROOF ABOVE 2485 SF MAIN LEVEL AREA OPEN TO BELOW AREA ABOVE 16' ABOVE ENTRANCE 37 SF 1230 SF UPPER LEVEL AREA 68 SF Area 2667 SF Area A C E F G I B D H J LOWER LEVEL T.O. SLAB @ 0' - 0" B.O. STRUCTURE @ 10'-7'' 4' - 7" 22' - 2 3/4" 5' - 7 1/4" 18' - 10 1/4" 237' - 0 3/4" 2' - 6" 12' - 2" 22' - 6" 38' - 5" 35' - 6" TOTAL WALL AREA= 2,583.93 SF COVERED WALL AREA = 2332.92 SF 2,332.92 SF / 2,583.93 SF = .902 X 100= 10% OF THE LOWER LEVEL EXTERIOR WALL IS COVERED. THEREFORE 10% OF THE LOWER LEVEL AREA COUNTS TOWARDS GRFA. K L 3' - 6"1' - 3" 21' - 7 1/2" 5' - 5 1/4"10' - 7"10' - 2"10' - 7"10' - 11 1/2" 35' - 5 1/4" 9' - 7 3/4" N 51' - 10" M Zone District: Two-Family Primary/Secondary Residential LOT IS .285 ACRES, EQUAL TO 12,429 SF PLUS ADDITONAL SF FROM PARCEL 2 1,261 SF 13,690 SF ALLOWABLE GRFA .46 SF PER 1 SF OF SITE AREA < 10,000 SF OF SITE AREA 10,000 X 0.46 EQUALS 4,600 SF .38 SF PER 1 SF OF SITE AREA > 10,000 SF OF SITE AREA 3,690 X 0.38 EQUALS 1,400 SF .13 SF PER 1 SF OF SITE AREA > 15,000 SF OF SITE AREA 0 X 0.13 EQUALS 0 SF TOTAL ALLOWED GROSS RESIDENTIAL FLOOR AREA (GRFA) FOR ENTIRE LOT 6,000 SF ALLOWABLE SITE COVERAGE IS 20% OF LOT 2,738 SF ESTIMATED HOUSE FOOTPRINT 2,728 SF REMAINING SITE COVERAGE 10 SF PROJECT SQUARE FOOTAGE PER LEVEL HABITABLE GARAGE GRFA LEVEL 1- LOWER LEVEL 2,667 SF 267 SF ( 10% COUNTS TOWARDS GRFA) LEVEL 2- GROUND LEVEL 1,824 SF 791 SF 1,824 SF LEVEL 3- MAIN LEVEL 2,445 SF 2,485 SF 37 SF DOUBLE HEIGHT AREA AT LEVEL 4- UPPER LEVEL 1,230 SF 1,230 SF ENTRANCE TOTAL SF 8,168 SF 791 SF 5,806 SF 191 SF GARAGE SF OVER GRFA ALLOWANCE TOTAL SF WITH GARAGE 5997 SF REMAINING GRFA 3 SF 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 3/26/2018 6:37:42 PMAs indicated332 MILL CREEK CIRCLEVAIL, CO 81657A2.5 AREA CALCS KC HB 03/23/2018 BUILDING PERMIT SET 1/8" = 1'-0"1 LOWER LEVEL AREA PLAN 1/8" = 1'-0" 4 GROUND LEVEL AREA PLAN 1/8" = 1'-0"5 MAIN LEVEL AREA PLAN 1/8" = 1'-0"6 UPPER LEVEL AREA PLAN 1/8" = 1'-0"7 SITE COVERAGE REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 UP bw:2.5 bw:2.5bw:2.52.5tw:5.5bw:6.5tw:14.0bw:6.5b w:6.5 tw:8.5tw:6.5tw:12.5tw:10.5bw:11.5tw:10.5tw:13.0tw:5.5bw:11.0tw:10.5bw:11.0 8 2 1 6 13 11 68215 11 COP2 A5.2 1 A5.6 4' - 7"1 A5.1 11 ' - 7 3/4" EXCERCISE ROOM 101 MECHANICAL 100 LAUNDRY ROOM 103 BEDROOM #3 105 BATH #3 104 BUNKROOM 107 BEDROOM #4 110 BATH #4 113 CLOSET#4 111 CLOSET #3 106 REC ROOM 115 4' - 11 5/8" 3' - 9" 5' - 4"3' - 0" 4' - 4" 6' - 7 5/8"ELEVATOR 312 3' - 8 1/2" STEAM ROOM BENCH 5' - 4" MIRROR WALL K LOWER LEVEL BATH 1144' - 0"4' - 5 3/4" GLASS POCKET DOORBENCH SIDE SET BACKSTACKED W/D STACKED W/D LAUNDRY CHUTE BUILT IN 5' - 1 "10' - 11 5/8"5' - 1" 14 ' - 3 1/8 " BUNK BATH 109 BENCH 5' - 0"6' - 1 7/8" BENCH2' - 6"3' - 0 7/8"5' - 0" 5' - 0" ACCENT WALL 12' - 1 1/8" BUNK CLOSET 108 1 A5.3 1 3 4 A D C B E F 22' - 1"12' - 2"20' - 5"4' - 6" 6' - 0" 4' - 7" 2' - 6" 12' - 2" 4D 2B AA DD 4' - 4" 17' - 0 " 1' - 4" HIGH WINDOW SILL @ 6'-0''LI NE OF DECK ABOVE 1 A5.102' - 1"FRIDGE DRAWERS 5' - 6 1/4" 2' - 8 5/8" 5' - 8 1/2" 2 A5.4 1 A5.5 2 A5.7 4' - 0" 38' - 5"5' - 10 1/2" 2' - 6" CLR. Q Q AV UNDER STAIRS7' - 2" 3' - 1"LI NE OF FLOOR ABOVE6' - 10" LINE OF WALL ABOVE FEATURE WALL Q Q T T 1' - 4 3/8"6' - 2"3' - 3 1/2" 4' - 4 " 3 1/2" WATER SOFTENER ELEVATOR MECH. NO WALL BELOW LANDING LINE OF SOFFIT ABOVE AV 112 12' - 0 1/2" 1 A5.9 1 A5.8 2 A6.2 1 A6.3 1 A6.3 1 A6.4 2 A6.2 2 A6.4 1 A6.2 2 1/2" CC39' - 7" 11' - 10 " 2 A6.1 2 2 1/2" 114A 110A 114B 110B 113A 107A 108B R.O.2' - 6" R.O.3' - 2"2' - 3"R.O.2' - 6" 4" 7 3/8" R.O. 2' - 8" 3' - 0" R.O R.O.3' - 2" 001 002 004 005 9 RISERS @ 7 1/2"8 TREADS @ 11''5' - 3 5/8"3' - 0 1/8" 114C 109A 109B 2x8 WALL APPROX. LOCATION OF LIFT STATION 3' - 0 3/4" APPLIANCE FIREPLACE HOUSE WATER ENTRY & FIRE PROTECTION HOUSE HEAT PUMPS & ZONE VALVES HOUSE BOILER SNOW MELT BOILERS SNOW MELT PUMPS & CONTROLS MASSAGE TABLE STORAGE 5' - 11 11/16"2' - 11 11/16" 2 1/4" 113B 113C 105A 104A 105B 104B 103A 112A 100A 101B 112 B Z-VALVES 9 SLOTS CONTROLS 2'' FLOOR SINK TO SANITARY, TYP. FD FD PLUMBING STACK FROM ABOVE BB 1 A5.7 1A 14' - 5 5/8" 101A 2 1/2"LINEAR DRAIN TUB/SHOWERMECH. RETURN DUCTS 9 RI SERS @ 7 1/2"8 TREADS @ 11'' 1 A6.2 1 A6.2 2 A6.2 1 A6.1 T.O HANDRAIL 3'-1'' ABOVE NOSING T.O FINISH @ 200' - 0" SEE FOR STAIR SHEET / 1 A7.8 SEE FOR FIREPLACE INFORMATION / 2 A7.1 103B 115A BB001 HATCHED AREA SHOWS AREA OF SLAB DEPRESSED 2 1/2"1 A5.11 2 1/2 " 5 1/2 " 8 3/4"1' - 2 3/8"R.O.4' - 4 3/4" 2' - 10 1/8 "R.O.2' - 6 3/4" 2' - 11 3/4"R.O7' - 6 3/4" 5' - 8 3/8"R.O.7' - 6 3/4" 7 1/4"2 1/2"LINE OF CHIMNEY ABOVE 4' - 5" 17' - 8" 12' - 2"1/4" / 12"3C 3 1/2" 3' - 6" 3" 6' - 4" 3 1/2" 1' - 6 1/4"5 1/2" 12' - 2 1/4"2' - 1" 10' - 0" 4 3/8" 3 1/2"14' - 8 5/8" 2' - 6" 14' - 6 1/4" 1' - 3"3 1/2"4 1/8"11 7/8" 1' - 11 1/2" 2' - 3 3/4" R.O. 2' - 2"1' - 4 3/4" 5 1/2" 4 1/2" R.O. 2' - 4" 4 3/8" 7' - 10" 3' - 0 3/4" 5 1/2" 6' - 7" 5 1/2"10' - 3 1/4" 12' - 2" 18' - 8 1/8"6' - 7 7/8"5 1/2"5' - 1 " 5 1/2"4 1/2" R.O.3' - 0" 10 ' - 7"3 1/2 "9 5/8"8 3/8"3 1/2" 6" R.O.3' - 0" 3 1/2"4 1 /4" R.O. 3 ' - 0" 4 1 /4" 3' - 0 3/4" 5 1/2" 4 1/2" R.O. 2' - 6" 5' - 4 1/4" 3 1/2" 4 1 /2 "R.O. 2' - 6" 2' - 3 7/8" 5' - 2 3/8" 3' - 2 3/8" 3' - 0 3/4 " 5 1/2 " 1' - 5 1/8" R.O. 2' - 6" 4 ' - 9 1/2 " 5 1 /2 " 4 1/2" R.O. 2' - 6" 1 ' - 6 1/8"4 1 /2"2' - 5 1/2" 4 ' - 4 5/8"3' - 0" 4" 7' - 9 5/8" 1 1' - 2 1/4" 3 1/2" 4 1 /2" R.O. 2' - 6" 2' - 10 3/4" 5 1 /2" 3 1/2" 9 ' - 1 7/8" 4 ' - 7 5/8 "3 1 /2" 6"3' - 2 5/8"4' - 8 1/4" 3' - 8 1/8" 4' - 0 3/8"8' - 11"4 1/4" R.O. 6' - 2" 4 1/2" 4' - 7" 16' - 4 7/8" 7' - 0 3/4"2' - 5 1/4"3' - 0"5 1/2" 3' - 0 7/8" 5 1/2" 5' - 8 1/2" 5 1/2" 2 7/8" R.O. 4' - 6" 9 1/2" 23' - 5 5/8" 5 1/2"3' - 9"2 A6.4 R.O.2' - 4"3' - 3 1/2" FLOOR PLAN GENERAL NOTES: 1. DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE TO DAYLIGHT. (DO NOT CONNECT TO PERIMETER DRAIN SYSTEM) PROVIDE HEAT TAPE TYPICAL. 2. SLOPE PERVIOUS GRADE @ MIN. 10% FOR 10' FROM BUILDING PER SOIL REPORT. 3. SLOPE SLAB @ ALL EXTERIOR SLABS & PATIOS MIN. 1/8":12" TO DRAIN ADJUST SLOPES AS REQUIRED AND AS SHOWN ON PLANS. 4. PROVIDE PERFORATED DRAIN @ ALL PERIMETER FOOTINGS. RE: DETAIL, SPEC, & SOILS REPORT RUN TO DAYLIGHT. 5. SEAL ALL PLUMBING PENETRATIONS THROUGH SLAB WITH GASKET TO CREATE WATERPROOF SEAL @ CONCRETE. PER ADD ALTERNATE PROVIDE UNDER SLAB MEMBRANE INCORPORATED GASKET/ SEAL @ MEMBRANE @ ALL PLUMBING PENETRATIONS. 6. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. 7. SEE INT. DESIGN DOCUMENTS FOR 1/2"=1'-0" FLOOR PLANS AND INTERIOR ELEVATIONS @ BATHROOMS & BUILT-INS. 8. SEE INTERIOR DESIGNER DOCUMENTS FOR EXACT PLUMBING LOCATIONS AND FINISH LOCATIONS SQUARE FOOTAGE TOTALS: (SEE COVER SHEET / A2.5 FOR TOWN OF VAIL CALCULATIONS) LOWER LEVEL = 2667 SF GROUND LEVEL = 1824 SF MAIN LEVEL = 2444 SF UPPER LEVEL = 1230 SF SUBTOTAL: HABITABLE = 8168 SF GARAGE = 791 SF DOUBLE HEIGHT SPACE = 37 SF SUBTOTAL: UNFINISHED = 828 SF TOTAL: HABITABLE + UNFINISHED = 8996 SF GROUND LEVEL PATIO = 192+/- SF MAIN LEVEL DECK = 1125+/-SF MASTER BEDROOM PATIO = 128+/- SF UPPER LEVEL DECK = 730+/- SF GUEST MASTER PATIO = 449+/- SF TOTAL = 2623+/-SF DRIVEWAY = 2746+/- SF EXTERIOR LIGHTING- 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 13 LIGHTS ARE ALLOWED. 13 EXTERIOR LIGHTS 18"+ ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES: E- HUBBARDTON FORGE AIRIS MEDIUM EXTERIOR SCONCE BRONZE FINISH - (2) TOTAL FIXTURES C- BELFER WEDGE UPLIGHT. LIGHT NOT TO EXTEN BEYOND ROOF- (5) TOAL FIXTURES L- CIRRUS CHANNEL S1 SQUARE 1'' LDNS-(6) TOTAL FIXTURES R- (8) BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL PROPOSED 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 3/26/2018 6:38:01 PMAs indicated332 MILL CREEK CIRCLEVAIL, CO 81657A3.0 LOWER LEVEL FLOOR PLAN KC HB 03/23/2018 BUILDING PERMIT SET 1/4" = 1'-0"1 LOWER LEVEL FLOOR PLAN 0' 2' 4' 8' 16' REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 UP 12.0 12.0 12.0 11.46 12.011.66 tp:16.0 tp:15.tp:13.5 tp:14.82 11.34 11.3411.34 11.34bw:2.5bw:2.5tw:5.5tw:12.5bw:6.5bw:611.7 11.75 11.5 11.7 tp:14.82 12.08 12.1bw:6.5tw:15.012.453% 3% 3.9% 5% 5% 6% 1.5% 3% 3% 3% 3% 3.8% 2%tw:5.5tp:13.9 8214 820911 1 10 6 11 10 1282109 10 UP DNCOPA4.2 1 A4.6 A4.1 1 1 2 A5.2 1 A5.6 1 A5.1 TRASH/ REC 214 BATH#1 210 BATH #2 205 OFFICE 211 CLOSET. 206 BEDROOM #1 208 LOUNGE 202 ENTRY 212 33' - 0 1/2" 6' - 0" 5 1/2" 12 ' - 0 1/8" 12' - 1 1/2" 6' - 4 3/4" BENCHES & LOCKERS ELEVATOR 203 1 8' - 4" REF. 5' - 11 7/8" 4' - 2" 6' - 2 1/4" 2' - 10 7/8" OPEN TO BELOW LINE OF FLOOR ABOVE A4.4 1 K 4' - 11 3/4" 3' - 5 3/8" 6' - 4 3/4"3' - 1" LAUNDRY CHUTE BUILT IN CABNIET 4 ' - 2" Q Q ROOF ABOVE FRONT SET BACK REAR SET BACK SIDE SET BACKSIDE SET BACK9' - 0"19' - 0" 9' - 0"19' - 0"SKI/MUD ROOM 201 A4.5 2 A4.5 4 A4.51 A4.6 2 3' - 5 1/4" 3' - 8 3/4" LI NE OF DECK ABOVE BENCHES & LOCKERS ELECTRIC METER FIREPLACE CHIMNEY FROM BELOW GAS BENC H 3' - 0" 3' - 0" 2' - 2 1/8"3' - 2 3/8" BENCH 7' - 0 5/8 " DW. POWDER 204 BEDROOM #2 207 HIGH WINDOW SILL @ 6'-0'' A.F.F 6' - 11"20' - 5"HIGH WINDOW SILL AT 6'-6'' A.F.F MOTORIZED AWNING 2' - 6"3' - 0" 6' - 3"6' - 0" CLOSET 209 1 A5.3 1 3 4 A D C B E F 4D 2B AA DD HIGH WINDOW SILL @ 6'-0'' A.F.F FIBERGLASS WINDOW BOILER FLUES LINE OF DECK ABOVE LI NE OF FLOOR BELOWLINE OF BBQ ABOVE 1 A5.10 HIGH WINDOW SILL @ 6'-0'' A.F.F FRAMING FOR OPTIONAL DOOR ART WALL 2 A5.4 1 A5.5 2 A5.7 GARAGE 200 22' - 1" 12' - 2" A4.3 1 211' - 11"23' - 6 1/4"1/4" / 12" 1/4" / 12"1/8" / 12"1/8" / 12"1/4" / 12"1/8" / 12"1/4" / 12" 1/8" / 12" 3/16" / 12" 3/16" / 12"1/8" / 12"1/8" / 12" FINISHED GRADE @ 11'-6'' FINISHED GRADE @ 11'-6'' 3' - 6 1/4" 4' - 3 5/8" ENTRY CLOSET 1 6' - 1 " FD FD FD OPEN PER T.O.V REQUIREMENTS 3' - 1 " 1 A5.9 1 A5.8 20' - 5"4' - 6" 6' - 0" 4' - 7" 2' - 6" CC39' - 7" 11' - 10 "51' - 5" 2 OPEN PER T.O.V REQUIREMENTS TRASH/REC 213 3/4'' FURRING 3/4'' FURRING 117 119 114 101 102 115 116 103 105 112 111 118 104 106 9 RISERS @ 7"8 TREADS @ 11''9 RI SERS @ 7 1/2"8 TREADS @ 11'' 20 MIN. DOOR 20 MIN. DOOR K 2 7/8" 3 3/4" SEE FOR F.P INFO. 202A 204A 207A 205A 205B 205C 207B 208A 208B 210A 210B 212A 211A BENC H MASTER PLUMBING STACK KITCHEN SINK PLUMBING STACK PLUMBING STACK BB 1 A5.7 1A 5 1/4" HANDRAIL 3-1 FROM NOSING 2X8 2X8 2X8 2X8 2X8 2X8 2X8 2X8 1" 1" 1" / 2 A7.2 9' - 6 3/4" 11' - 4 3/4" 12' - 1 1/8"14' - 10 1/2" 1 A6.4 1 A6.4 RETURN GRILL IN FLOOR SEE FOR STAIR INFO. SEE FOR STAIR INFO. 18 RISERS @ 7 1/2'' 17 TREADS@ 11' / 2 A7.8 T.O FINISH @ 212' - 0" 1'' R.O. 2' - 6" 2' - 1 3/4"R.O .7' - 6 3/8" 2' - 1 7/8" 3' - 4 7/8" R.O. 7 ' - 5 1/2" 7' - 5 5/8" 11' - 8 1/2"8' - 7 1/4"11' - 8 1/2"8' - 7 1/4"1 A6.3 1 A6.3 2 A6.1 T.O HANDRAIL 3'-1'' ABOVE NOSING 1 A6.21 A6.2 1 A6.2 7' - 3 1/8 "R.O. 2' - 6 3/4" 8 3/4" R.O. 6' - 8 3/4" 1 0 1/4" R.O. 2' - 6 3/4" 7 3/4 " 7 1/4"7 1/4"7 1/4" 7 1/4" 7 1/4"7 1/4" 7 1/4"7 1/4"7 1/4" 2 A6.1 2 A6.2 10 1/8" R.O. 13' - 6 3/4" 11' - 10" R.O. 5' - 10 3/4" 2' - 6 5/8" XXXX107 8' - 1 1 /2"5' - 0 3/4" 4 1/2"R.O.3' - 0 3/4" 6' - 5 3/8" R.O.3' - 0 3/4"4 1/2" R.O.5' - 0 3/4 "8' - 0 1/8" 200 A 200 B 202B 210C 214A 213B 214 B 203A N109 N109U109 GGGG 107 K 1 A5.11 TI LE. WOOD TI LE. CR P T TI LE. CRPTTILE. CRPTTI LE.CRPT TILE.CRPT TILE.EPOXY TILE.PVRS 2' - 5" R.O. 5' - 0 3/4" 3 1/8" R.O. 5' - 2" 3 1/8" R.O. 5' - 0 3/4" 2' - 3" 1" 1"6" 3' - 6 1/8" R.O. 2' - 8" 8" R.O. 2' - 8" R.O. 2 ' - 8" T.O FINISH @ 211' - 10 3/8" T.O FINISH @ 211' - 11" HATCHED REGION SHOWS 1 HR FIRE SEPERATION PER UL 305 FOR 16" SPACING UL U314 FOR 24" SPACING 1 /8 " / 12" 3C 4 1/2" 5 3/4" 3 1/2 " 1 3' - 3 3 /4" 1' - 4 3/8" 1 0' - 7 1/2" 1' - 11 7/8" 4' - 11 1/8" 3' - 11 7/8"5 1/2"7' - 11 3/8" R.O.3' - 0" 2' - 7 3/8"5 1/2"4' - 4 5/8" 10' - 3 1/4" 2' - 8 3/4" 1' - 9 5/8" R.O.3' - 0" 8 3/4"7 1/4" 15' - 3 3/8" 5 1/2" 6' - 1 1/8" 5 1/2"6 1/2" 1 3/4" 3' - 2 1/8" 10' - 2 3/4"5' - 3 5/8" 5 1/2" 7' - 9 5/8" 5 1/2"9' - 10 7/8" R.O. 3' - 2" 13' - 11 3/8" 5 1/2" 5' - 8 1/2" 5 1/2"5 1/2 " 6' - 0" 5 1 /2"1' - 8 3/4"R.O.3' - 0" 7' - 3 3/8"5 1/2" 1' - 1 1 /2"3 1/2"1' - 9 1/4"R.O.3' - 0" 5 3/8 " 4' - 1 1/2"2' - 2 1 /4" R.O.3' - 0" 1' - 3 5/8" 5 1/2" 3' - 3 3/8" R.O. 2' - 6" 5 5/8" 3 1/2" 3' - 1 " 3 1/2" 6 1/4" R.O. 2 ' - 8" 3' - 9 5/8" 3' - 6 1/8" 3 1/2" 1' - 2 1/8" 3 1/2"3' - 5"R.O.2' - 6"5 3/4"5 1/2"3 1 /2"1' - 9 3/4" 1 3' - 4 5/8" 2 ' - 8 3/8" 5' - 5 3/4" 5' - 2 5/8" 1' - 5"5 1/2 " 4 1 /2 "R.O.2' - 6" 3' - 1 1/2"5' - 6"6' - 10 3/8"2' - 6"7 5/8" 20' - 2 7/8" 7 1/4" 9 3/8" 10' - 0" 9 3/8"5 1 /2 " DS DS 6' - 0 3/8" 4' - 4" 1 7 ' - 0" 1' - 4" 6 5/8"1' - 7 1/2"10 5/8" R.O.4' - 6" 10 1/2"1' - 9 7/8" 2' - 7"DS 7 1/4"7 5/8" R.O. 20' - 0"10 1/8" 9 3/8" R.O. 10' - 0"9 3/8" 7 1/4" T.O. GUARD RAIL @ 214' - 10 1/8" FLOOR PLAN GENERAL NOTES: 1. DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE TO DAYLIGHT. (DO NOT CONNECT TO PERIMETER DRAIN SYSTEM) PROVIDE HEAT TAPE TYPICAL. 2. SLOPE PERVIOUS GRADE @ MIN. 10% FOR 10' FROM BUILDING PER SOIL REPORT. 3. SLOPE SLAB @ ALL EXTERIOR SLABS & PATIOS MIN. 1/8":12" TO DRAIN ADJUST SLOPES AS REQUIRED AND AS SHOWN ON PLANS. 4. PROVIDE PERFORATED DRAIN @ ALL PERIMETER FOOTINGS. RE: DETAIL, SPEC, & SOILS REPORT RUN TO DAYLIGHT. 5. SEAL ALL PLUMBING PENETRATIONS THROUGH SLAB WITH GASKET TO CREATE WATERPROOF SEAL @ CONCRETE. PER ADD ALTERNATE PROVIDE UNDER SLAB MEMBRANE INCORPORATED GASKET/ SEAL @ MEMBRANE @ ALL PLUMBING PENETRATIONS. 6. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. 7. SEE INT. DESIGN DOCUMENTS FOR 1/2"=1'-0" FLOOR PLANS AND INTERIOR ELEVATIONS @ BATHROOMS & BUILT-INS. 8. SEE INTERIOR DESIGNER DOCUMENTS FOR EXACT PLUMBING LOCATIONS AND FINISH LOCATIONS SQUARE FOOTAGE TOTALS: (SEE COVER SHEET / A2.5 FOR TOWN OF VAIL CALCULATIONS) LOWER LEVEL = 2667 SF GROUND LEVEL = 1824 SF MAIN LEVEL = 2444 SF UPPER LEVEL = 1230 SF SUBTOTAL: HABITABLE = 8168 SF GARAGE = 791 SF DOUBLE HEIGHT SPACE = 37 SF SUBTOTAL: UNFINISHED = 828 SF TOTAL: HABITABLE + UNFINISHED = 8996 SF GROUND LEVEL PATIO = 192+/- SF MAIN LEVEL DECK = 1125+/-SF MASTER BEDROOM PATIO = 128+/- SF UPPER LEVEL DECK = 730+/- SF GUEST MASTER PATIO = 449+/- SF TOTAL = 2623+/-SF DRIVEWAY = 2746+/- SF EXTERIOR LIGHTING- 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 13 LIGHTS ARE ALLOWED. 13 EXTERIOR LIGHTS 18"+ ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES: E- HUBBARDTON FORGE AIRIS MEDIUM EXTERIOR SCONCE BRONZE FINISH - (2) TOTAL FIXTURES C- BELFER WEDGE UPLIGHT. LIGHT NOT TO EXTEN BEYOND ROOF- (5) TOAL FIXTURES L- CIRRUS CHANNEL S1 SQUARE 1'' LDNS-(6) TOTAL FIXTURES R- (8) BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL PROPOSED 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 3/26/2018 6:38:10 PMAs indicated332 MILL CREEK CIRCLEVAIL, CO 81657A3.1 GROUND LEVEL FLOOR PLAN KC HB 03/23/2018 BUILDING PERMIT SET 1/4" = 1'-0" 1 GROUND LEVEL FLOOR PLAN 0' 2' 4' 8' 16' SET BACK FD FD REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 UP UP 12.0 tp:16.0 tp:tp:13.5 tp:14.82 11bw:2.5bw:2.5tw:5.5 11 .7 11.75 11.5 11.7 tp:14.82 12.08 12.1bw:6.5tw:4.5tw :15.012.453% 3.9% 5% 5% 6% 1.5% 3% 3.8% tw:5 tp:13.9 8214 820911 10 6 10 1282109 DN UPCOP2 A5.2 1 A5.6 OPEN TO BELOW 1 A5.1 T.O. FINISH@ 223' - 0" MASTER BEDROOM 309 MASTER BATH 308 PANTRY 304 KITCHEN 301 DINING ROOM 303 POWDER 310 BBQ 3' - 0" 5' - 0" 3' - 6" 4' - 0 1/8" 3' - 2"6' - 10 7/8" 2' - 1 5/8" FRE REF WINE REF. TRASH/ REC DW 3' - 3"6' - 4 3/4"3' - 8" 4' - 4 3/4"3' - 10" 3' - 3"4' - 0" 3' - 4" 1' - 4" 5' - 0" 2' - 5" 2' - 8" 1' - 3 5/8" 3' - 8 1/2"2' - 6" 2' - 6" 2' - 6"1"1" DW 2' - 8 1/4" 4' - 1 0 1/4" 1 3/4" 4' - 2 1/2 " 4' - 0" 3' - 6" 10' - 0"D R AWER S LINE OF FLOOR ABOVE 6' - 1 3/8" OPEN TO BELOW 14' - 0"LAUNDRYFRONT SET BACK REAR SET BACK SIDE SET BACKSIDE SET BACK13' - 11 3/4" BAR/ STORAGE BUILT IN COFFEE TRASH/ REC F 5' - 5 3/8" 5' - 9 3/4" LI NE OF FLOOR ABOV E EURO GLASS DOOR 1 A5.3 1 3 4 A D C B E F 4D 2B AA DDLINE OF LOWER LEVEL FLOOR BELOWLINE OF DECK ABOVE 1 A5.10 SHELVES SOFFI T ABOVESHELVES6' - 0" 2 A5.4 1 A5.5 2 A5.7 4' - 0 3/8" 4' - 6" ELEVATOR 305 CURVECLR 1' - 10 3/8"1/8" / 12"1/8" / 12" 1/8" / 12" 1/8" / 12" 4' - 0" 4' - 4 3/8" CANTED WALL RE: ELEVATIONS T.O. FINISH 222' - 8 3/8" T.O. RIDGE 222' - 11" T.O. FINISH 222' - 8 3/4" 7 5/8"3' - 8 7/8"1 A5.9 1 A5.8 CC 4' - 4" 1 7' - 0" 22' - 1" 12' - 2"30' - 11"4' - 7" 2' - 6" 38' - 0"20' - 5"4' - 6" 6' - 0" 4' - 7" 2' - 6" 34' - 3"39' - 7" 11' - 10"51' - 5" 2 E E 3/4'' FURRING SINGLE BLACKOUT 4.25 CLEAR 100 SHADE EXTERIOR WEILAND SLIDING BARN DOOR 201 202 204 205206 207 208 209 203 211 212 213 214 2154' - 0"K K K K9 RISERS @ 7"8 TREADS @ 11''K OPEN TO BELOW GLASS HANDRAIL VA L L E Y RIDGE KK K OPEN GAS FIREPLACE OPEN GAS FIREPLACE APPLIANCE FIREPLACE 304A MMM 216 309A 310 A 308A 308B 308C 307BPLUMBING RISER FROM GUEST MASTER STEAM SHOWER UNIT GREAT ROOM 302 BB90.000°1 A5.7 1A 5' - 5 7/8" 3' - 1 " WOOD ACENT WALL 4' - 0" SEE FOR F.P.INFORMATION/ 4 A7.3 1/8" / 12" LINE OF DROPPED CLG. ABOVE BUI L T IN LINEAR DRAIN 1 /4 " / 12" SEE FOR F.P. INFORMATION/ - ---IN FLOOR UP LIGHT 19 RI SERS @ 7"8 TREADS @ 11' ' SEE FOR STAIR INFORMATION / 3 A7.8 4' - 11 3/4" R.O. 5' - 10 3/4" 5' - 11 7/8" R.O. 4' - 2 3/4" 8' - 1 5/8" R.O. 2' - 6 3/4" 3' - 9 7/8" 1' - 0 5/8" R.O. 14' - 6 3/8"4 1/2" R.O. 5' - 2" 10 1/2"5 1/4"5" 5"9 A8.1 1 A6.7 4 A8.1 1 A6.11 18 RISERS @ 7" 17 TREADS @ 11'' 1 9 RI S E RS @ 7 " 18 TREADS @ 11''SEE FOR STAIR INFORMATION S EE F O R S TAIR INFOR M A TI O N R.O. 10' - 0 3/4" 1' - 4 1/4"6' - 7"R.O.10' - 0 3/4" 9' - 10 1/4"R.O.5' - 0 3/4" 4' - 7 3/8"R.O.2' - 6 3/4" 1 0" 2X8 2X8 2X8 7 1/4"7 1/4"2X8 7 1/4" T.O HANDRAIL 3'-1'' ABOVE NOSING T.O HANDRAIL 3'-1'' ABOVE NOSING 301A 301B DDDDD210 DROPPED FRAMING 1 A5.11 2' - 5" R.O. 5' - 0 3/4" 2 3/4" R.O. 5' - 2 3/4" 2 3/4" R.O. 5' - 0 3/4" 2' - 4 1/8" BBBBB210 BBBBB21011 3/8"R.O.4' - 0 3/4" 1' - 0 1/4"4' - 1"R.O.4' - 10 3/4" 1' - 9 7/8"R.O.9' - 0" 4' - 1 3/8"1' - 6" 4' - 2 5/8" 2' - 1"R.O.2' - 7" 3' - 0 3/4"3' - 8 7/8" R.O.2' - 6" 7 3/8"11 1/4"R.O.2' - 2" 4' - 1 1/2"R.O.3' - 0" 3' - 11 3/4" R.O. 3' - 0" 1 3' - 4 1 /4" 2' - 2 1/2"8 3/8"R.O.3' - 0"7 3/4" 6 5/8" 1 1 " R .O. 2 ' - 1 0" 7 3/8" 5 1/2 " 1' - 7 1/8" 5 1/2"1/8" / 12" 3C 1' - 4" 1" STEP VARIEST.O. FINISH 231' - 11" 222' - 11" T.O. FINISH 222' - 10 1/2" 1''2' - 3 3/4"6' - 6 1/4" 6' - 5 3/8" 6 5/8" 4' - 7" 6' - 1 3/8" 14' - 1 5/8" 4' - 8 5/8" 2' - 2 1/2" 5 1/2" 5' - 8 1/2" 5 1/2" T.O. FINISH 223' - 0" T.O. FINISH 221' - 10"5' - 8 1/8"3' - 4 1/4"8' - 7 1/2" 2 ' - 11 1/4" R.O. 3' - 2" 1 ' - 5" 5 1/2" 3' - 8 7/8" 5 1/2 " 1 ' - 4"5 1/2"9' - 1" 1' - 9"5 1/2" 8' - 7 1/2 " 1 0' - 5 3/4" 1' - 2 7/8"5' - 9 3/4"7' - 10 3/4"6' - 4 3/4"6 1/2 " 13' - 0 1/4"2 1/4" 3' - 4 3/8" 8' - 0 3/4" 11 3/4"2' - 5 1/8"1' - 1 1/8"3' - 8 3/4" 2' - 7 3/8" 6' - 5 1/8"6' - 3 1/2"7' - 5 7/8" 6' - 3 7/8" 1' - 3 7/8" 3' - 9" 3' - 9" GUARD RAIL HAND RAIL 3'-1'' GUARD RAIL T.O. GUARD RAIL @ 226' - 5 3/4" T.O. GUARD RAIL @ 226' - 6" T.O. GUARD RAIL @ 226' - 6" T.O HANDRAIL @225'-11 1/2'' FLOOR PLAN GENERAL NOTES: 1. DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE TO DAYLIGHT. (DO NOT CONNECT TO PERIMETER DRAIN SYSTEM) PROVIDE HEAT TAPE TYPICAL. 2. SLOPE PERVIOUS GRADE @ MIN. 10% FOR 10' FROM BUILDING PER SOIL REPORT. 3. SLOPE SLAB @ ALL EXTERIOR SLABS & PATIOS MIN. 1/8":12" TO DRAIN ADJUST SLOPES AS REQUIRED AND AS SHOWN ON PLANS. 4. PROVIDE PERFORATED DRAIN @ ALL PERIMETER FOOTINGS. RE: DETAIL, SPEC, & SOILS REPORT RUN TO DAYLIGHT. 5. SEAL ALL PLUMBING PENETRATIONS THROUGH SLAB WITH GASKET TO CREATE WATERPROOF SEAL @ CONCRETE. PER ADD ALTERNATE PROVIDE UNDER SLAB MEMBRANE INCORPORATED GASKET/ SEAL @ MEMBRANE @ ALL PLUMBING PENETRATIONS. 6. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. 7. SEE INT. DESIGN DOCUMENTS FOR 1/2"=1'-0" FLOOR PLANS AND INTERIOR ELEVATIONS @ BATHROOMS & BUILT-INS. 8. SEE INTERIOR DESIGNER DOCUMENTS FOR EXACT PLUMBING LOCATIONS AND FINISH LOCATIONS SQUARE FOOTAGE TOTALS: (SEE COVER SHEET / A2.5 FOR TOWN OF VAIL CALCULATIONS) LOWER LEVEL = 2667 SF GROUND LEVEL = 1824 SF MAIN LEVEL = 2444 SF UPPER LEVEL = 1230 SF SUBTOTAL: HABITABLE = 8168 SF GARAGE = 791 SF DOUBLE HEIGHT SPACE = 37 SF SUBTOTAL: UNFINISHED = 828 SF TOTAL: HABITABLE + UNFINISHED = 8996 SF GROUND LEVEL PATIO = 192+/- SF MAIN LEVEL DECK = 1125+/-SF MASTER BEDROOM PATIO = 128+/- SF UPPER LEVEL DECK = 730+/- SF GUEST MASTER PATIO = 449+/- SF TOTAL = 2623+/-SF DRIVEWAY = 2746+/- SF EXTERIOR LIGHTING- 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 13 LIGHTS ARE ALLOWED. 13 EXTERIOR LIGHTS 18"+ ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES: E- HUBBARDTON FORGE AIRIS MEDIUM EXTERIOR SCONCE BRONZE FINISH - (2) TOTAL FIXTURES C- BELFER WEDGE UPLIGHT. LIGHT NOT TO EXTEN BEYOND ROOF- (5) TOAL FIXTURES L- CIRRUS CHANNEL S1 SQUARE 1'' LDNS-(6) TOTAL FIXTURES R- (8) BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL PROPOSED 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 3/26/2018 6:38:16 PMAs indicated332 MILL CREEK CIRCLEVAIL, CO 81657A3.2 MAIN LEVEL FLOOR PLAN KC HB 03/23/2018 BUILDING PERMIT SET 1/4" = 1'-0"1 MAIN LEVEL FLOOR PLAN 0' 2' 4' 8' 16' SET BACK REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 DN UP UP tp:15.0tp:13.5 11.34bw:2.5bw:2.5tw:5.5tw:12.5bw:6.5bw:6.5 11.7 11.75 11.5 11.7 12.08 12.1bw:6.5tw :15.012.45tw:10.5b 3% 3.9% 5% 5% 6% 1.5% 3% 3.8% tw:5.5tp:13.9 8213 8214 82091 12 10 6 10 1282109 10 COP2 A5.2 1 A5.6 1 4' - 1 1 5 /8" OPEN TO BELOW 1 A5.1 CLOSET. 402 BATH 403 6' - 9"5' - 11"4' - 10 3/4" 6' - 7 1/2"3' - 6 1/4" 5' - 11 1/4" ELEVATOR 404 ENTERTAINMENT ROOM 405 5' - 8 1/2"3' - 6" DW. REF. 13' - 3" 7' - 0" 3' - 6" 2' - 2 1 /8" 8' - 6 1/4" 4' - 7 3/8" FRONT SET BACK R EAR SET BACK SIDE SET BACKSIDE SET BACKLINE OF WALL BELOW 3' - 10 3/4"5' - 4"16' - 1"7' - 8 3/8" PRE MANU F A C T U RED CUST OM S PA PR OVIDE M OTOR I ZED SAFET Y CO V ER P ER ASTM F 13 46 6' - 0 1/8" 7 ' - 7 " WINE ROOM 407 POWDER ROOM 406 GLASS WAL L LINE OF FLOORS BELOW11' - 5" 3' - 6" HIGH WINDOW SILL @ 5'-9'' A.F.F. FIBER GLASS WINDOW HIGH WINDOW SILL @ 5'-9'' A.F.F.HIGH WINDOW SILL @ 6'-0'' A.F.F. 7' - 0 3/8" HIGH WINDOW SILL @ 5'-6'' A.F.F. LINE OF WALL BELOW 1 A5.3 1 3 4 A D C B E F 4D 2B AA DD LI NE OF ROOF ABOVE LI NE OF LOWER LEVEL FLOOR BELOWLI NE OF MAI N + GROUND FLOOR BELOWART WALL BENCH 5' - 3 5/8"5 1/2"5' - 4" 2 A5.4 1 A5.5 2 A5.7 8' - 6 3/8" 234' - 5 1/8"1 1/2" / 12"1 /8" / 12"1 1/2" / 12"7' - 0" 14' - 0" LINE OF ROOF ABOVE HARD PIPE DOWN SPOUT OVER ROOF TO LOWER GUTTER 1 A5.9 1 A5.8 CURVED C C C C C C CC 2 2X8 WALL 2X8 WALL 3X4 FURRING 300 316 314 313312311 311 305 302 18 RI SERS @ 7 1 /2"17 TREADS @ 11 ' ' K K MOVABLE PLANTERS RI D G E 401A 401B 403A 403B 403C 406A 407A GUEST MASTER 401 LINE OF ROOF ABOVE BB 1 A5.7 1A 2X8 7 1/4"HIGH WINDOW SILL @ 5'-9'' A.F.F. LINEAR DRAIN 1" T.O FINISH @ 234' - 5" 1/8" / 12" 236' - 4" STEP VARIES A8.1 7 1 A6.10 1 A6.16 3 A6.19 234' - 5 1/8" 18 RISERS @ 7" 17 TREADS @ 11'' 1 9 RI SERS @ 7" 1 8 TREA D S @ 11 ''SEE FOR STAIR INFORMATION SEE F O R ST A IR INFOR M A T IO N T.O HANDRAIL 3'-1'' ABOVE NOSING T.O HANDRAIL 3'-1'' ABOVE NOSING 222' - 11 3/8"SEE FORSTAI R IN FORMATION / 4 A7.87 1/4"7 1/4"5' - 8"R.O.8' - 0" 3' - 4"2' - 11 3/8" R.O. 8' - 4 3/4" 3' - 1 3/4" R.O. 2' - 6 3/4" 7' - 9 3/4" R.O. 4' - 0 3/4" 11 1/2" 1' - 1 1/4" R.O. 8' - 0 3/4" 1' - 8 1/8" 2 3/4" R.O. 3' - 10 3/4"3 7/8"QQ 315 7' - 3" 9" R.O. 3' - 6 3/4" 1' - 2 5/8" 11' - 9 1/8" R.O. 2' - 6 3/4" 7 3/4 " R.O. 6' - 0 3/4" DROPPED FRAMING 1 A5.11 1/8" / 12"3C T.O FINISH @ 234' - 2 1/2" 1 1/2" / 12" T.O FINISH @ 234' - 6" 1''4 1/4" R.O.15' - 6" 9' - 5 1/4"5 1/2 " 7' - 0 1/4" 6 3/8" R.O. 2' - 6" 7" 3 1/2" 2' - 1 1/4" 5 1/2"4' - 8"4 1/2" R.O. 2' - 2" 4 1/2" 2' - 6 3/8"10"5' - 11" 5 ' - 1 " 5 1/2" 5' - 8 1/2" 5 1/2" 9" R.O. 2' - 7" 2' - 5" 4 1/2" R.O. 3' - 0" 4 1/2" 1' - 9 3/8"5 1/2" 3' - 1" 3 1/2" 4 7/8" R.O. 2' - 8" 3' - 11" 4' - 10 1/8"4" R.O.2' - 8" 2' - 4"13' - 3" 16' - 1"12' - 10"T.O. FINISH 244' - 5" NON CONDITIONED STORAGE SPACE FOR HOT TUB CHEMICALS AND MECH. 4' - 4" 1 7' - 0 " 1' - 4" T.O. GUARDRAIL @ 238'-2 1/2'' T.O. FINISH@ 234' - 4 1/2" HAND RAIL GUARD RAIL T.O. WALL@ 237' - 9" T.O. GUARD RAIL @ 239' - 11" T.O. FINISH@ 234' - 4 1/2" T.O. GUARD RAIL@ 238'-4 1/2'' 155.00 0°90.000°T.O. GUARD RAIL@ 238'-4 1/4''2' - 0"2' - 0" 2' - 0" 9' - 3 1/2"6' - 8 3/8" 2 A6.19 1/8" / 12" EXT. FIRE PIT INSTALLED W/ 30 MN. AUTOMATIC SHUTOFF PER T.O.V ORD. #14 APPLIANCE FIREPLACE INTERIOR ONLY EXT. FIRE PIT INSTALLED W/ 30 MN. AUTOMATIC SHUTOFF PER T.O.V ORD. #14 FLOOR PLAN GENERAL NOTES: 1. DOWNSPOUTS - RUN IN SOLID PIPE BELOW GRADE TO DAYLIGHT. (DO NOT CONNECT TO PERIMETER DRAIN SYSTEM) PROVIDE HEAT TAPE TYPICAL. 2. SLOPE PERVIOUS GRADE @ MIN. 10% FOR 10' FROM BUILDING PER SOIL REPORT. 3. SLOPE SLAB @ ALL EXTERIOR SLABS & PATIOS MIN. 1/8":12" TO DRAIN ADJUST SLOPES AS REQUIRED AND AS SHOWN ON PLANS. 4. PROVIDE PERFORATED DRAIN @ ALL PERIMETER FOOTINGS. RE: DETAIL, SPEC, & SOILS REPORT RUN TO DAYLIGHT. 5. SEAL ALL PLUMBING PENETRATIONS THROUGH SLAB WITH GASKET TO CREATE WATERPROOF SEAL @ CONCRETE. PER ADD ALTERNATE PROVIDE UNDER SLAB MEMBRANE INCORPORATED GASKET/ SEAL @ MEMBRANE @ ALL PLUMBING PENETRATIONS. 6. ALL DIMENSIONS ARE TO FACE OF STUD U.N.O. 7. SEE INT. DESIGN DOCUMENTS FOR 1/2"=1'-0" FLOOR PLANS AND INTERIOR ELEVATIONS @ BATHROOMS & BUILT-INS. 8. SEE INTERIOR DESIGNER DOCUMENTS FOR EXACT PLUMBING LOCATIONS AND FINISH LOCATIONS SQUARE FOOTAGE TOTALS: (SEE COVER SHEET / A2.5 FOR TOWN OF VAIL CALCULATIONS) LOWER LEVEL = 2667 SF GROUND LEVEL = 1824 SF MAIN LEVEL = 2444 SF UPPER LEVEL = 1230 SF SUBTOTAL: HABITABLE = 8168 SF GARAGE = 791 SF DOUBLE HEIGHT SPACE = 37 SF SUBTOTAL: UNFINISHED = 828 SF TOTAL: HABITABLE + UNFINISHED = 8996 SF GROUND LEVEL PATIO = 192+/- SF MAIN LEVEL DECK = 1125+/-SF MASTER BEDROOM PATIO = 128+/- SF UPPER LEVEL DECK = 730+/- SF GUEST MASTER PATIO = 449+/- SF TOTAL = 2623+/-SF DRIVEWAY = 2746+/- SF EXTERIOR LIGHTING- 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 13 LIGHTS ARE ALLOWED. 13 EXTERIOR LIGHTS 18"+ ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES: E- HUBBARDTON FORGE AIRIS MEDIUM EXTERIOR SCONCE BRONZE FINISH - (2) TOTAL FIXTURES C- BELFER WEDGE UPLIGHT. LIGHT NOT TO EXTEN BEYOND ROOF- (5) TOAL FIXTURES L- CIRRUS CHANNEL S1 SQUARE 1'' LDNS-(6) TOTAL FIXTURES R- (8) BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL PROPOSED 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 4/12/2018 6:29:38 PMAs indicated332 MILL CREEK CIRCLEVAIL, CO 81657A3.3 UPPER LEVEL PLAN KC HB 04/06/2018 PROGRESS SET 1/4" = 1'-0"1 UPPER LEVEL FLOOR PLAN 0' 2' 4' 8' 16' LI NE OF LOWER LEVEL WALL BELOWREVISION SCHEDULE # DESCRIPTION DATE 04/23/18 UP UP tp:16 tp:13.5 tp:14.82 11.34bw:2.5bw:2.5tw:5.5tw:12.5bw:6.511.7 11.75 11.5 tp:14.82 12.08bw:tw:15.0t12.45t3% 3.9% 5% 5% 6% 1.5% 3% 3.8% tp:13.9 8213 8214 82090 11 10 6 10 1282109 10 A4.2 1 A4.6 A4.1 1 1 2 A5.2 1 A5.6 1 A5.1 A4.4 1 1 1/2" / 12" CURVED A4.5 2 A4.5 4 A4.51 A4.6 2 LOWER LEVEL F.F @200'-0'' GROUND LEVEL F.F @212'-0'' MAIN LEVEL F.F @223'-0'' UPPER LEVEL F.F @234'-6''1 1/2" / 12" 1 A5.3 1 3 4 A D C B E F 4D 2B AA DD 2 A5.4 1 A5.5 2 A5.7 T.O STRUCTURE 44' 2 7/8' PRE EXIST.GRADE 32' 7'' A4.3 1 DROP INTO ROOF BELOW 1 A5.9 T.O. OF STRUCTURE 46'-4 3/4'' PRE EXIST. GRADE 33'-6''2' - 6 1/8"CC 2 T.O STRUCTURE 49' 7'' PRE EXIST.GRADE 32-2'1 1/2" / 12"1 1/2" / 12"3' - 11 3/4"3' - 2 1/2"BB 1 A5.7 1A SEE FORF.P. INFORMATION/ 4 A7.3 2 A6.12 3 5/8" 3' - 6 5/8"1' - 2 1 /8"2' - 6 1/8"2' - 4" 9"3' - 0 3/4" 1 A6.10 1 A6.9 2 A6.9 2 A6.9 1 A6.12 1 A6.12 1 A6.12 1 A6.9 1 A6.12 1 A6.12 1 A6.12 1 1/2" / 12"1 A5.11 4' - 5" 17' - 8" 12' - 2"33' - 10 " 5' - 9" 11' - 10 " 3C 4' - 4" 17' - 0" 1' - 4" GENERAL NOTES: LOT SIZE IS .285 ACRES EQUAL TO 12,429 SF PLUS 1,261 SF FROM PARCEL 2= 13,690 SF 1.) ALL ROOF HEIGHTS ARE TO THE TOP OF SHEATHING ON ROOF PLAN AND SITE PLAN. 2.) PROVIDE DESIGN BUILD ENGINEERED SNOW GUARD FENCE SYSTEM PER ROOF SLOPE TYPE AND SNOW LOAD INSTALLED PER MANUFACTURES RECOMMENDATIONS. SUBMIT FOR APPROVAL. SEE SPEC FOR MORE INFORMATION. PROVIDE SNOW FENCES PER APPROX. LOCATIONS SHOWN ON ROOF PLAN. 3.) SEE ELEVATIONS FOR J-BOX LOCATIONS FOR HEAT TAPE FOR GUTTER AND FUTURE HEAT TAPE. PROVIDE HEAT TAPE FOR ALL DOWNSPOUTS, GUTTERS, UNDERGROUND HARDPIPE TO DAYLIGHT, AND FUTURE 3' HIGH SECTION OF HEAT TAPE AT ROOF EAVE ABOVE GUTTER. 4.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN): MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR EXISTING GRADE DIRECTLY BELOW (WHICHEVER IS MORE RESTRICTIVE). ROOF CALCULATIONS SHOWN ARE FOR ONLY THE UPPER ROOF CLOSES TO THE BUILDING HEIGHT LIMIT. *1- ROOF EAVE HEIGHT @ SHEATHING = 44' - 2 7/8'' PRE EXISTING GRADE BELOW EAVE = 11' - 6'' ROOF HEIGHT = 32' - 7'' *2- ROOF EAVE HEIGHT @ SHEATHING = 46'- 4 3/4' PRE EXISTING GRADE BELOW EAVE = 13' - 6'' ROOF HEIGHT = 32' - 11 1/4'' *3- ROOF EAVE HEIGHT @ SHEATHING = 50' - 2 3/8" PRE EXISTING GRADE BELOW EAVE = 17' - 4'' ROOF HEIGHT = 32'- 10 3/8" 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 3/26/2018 6:38:32 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A3.4 ROOF PLAN KC HB 03/23/2018 BUILDING PERMIT SET 0' 2' 4' 8' 16' 1/4" = 1'-0"1 ROOF PLAN REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GROUND LEVEL F.F. 212' - 0" UPPER LEVEL F.F. 234' - 6" MAIN LEVEL F.F 223' - 0" 1 A5.3 1 3 4 2 A5.4 11' - 6"11' - 0" 40.0 51.14 3' - 2"57.0 22' - 1" 12' - 2" 77.10 1 1/2" 12" 77.3 51.1 E L C 3' - 2"57.164.2 110.02 74.11 33' ABOVE LINE OF PRE EXISTING GRADE AT ROOF EAVE 76.11 51.10 74.11 CURVED C-CHANNEL PAINTED TO MATCH METAL PANELS LINE OF PRE-EXISTING GRADE @ ROOF EAVE ABOVE C C C E JJ 311 R313 GG314 HH314 KKK316 D212 III213 D214 AA111 AA112 HHH211 GGG211 EEE211 D114 E 114 I312 G314 H314 11' - 6"3' - 0" 12' - 0"9' - 10"7' - 9"8' - 0"7' - 9"10' - 0"9' - 0"11' - 6"2' - 0" LED STRIP LIGHT LOCATED AT ROOF SOFFIT 33' ABOVE LINE OF PRE EXISTING GRADE AT ROOF EAVE NN119 2 3 1/2" 3 1/2" FFF211BBBBB210BBBBB210BBBBB210 DDDDD331DDDDD 330DDDDD210 K 74.06 57.0 K K MMM216 LLL315 QQ 315 SEE FOR PARTIAL ELEVATION / 2 A4.5 SEE FOR PARTIAL ELEVATION / 1 A4.5 250' - 6" SEE FOR F.P CHIMINEY CAP DETAILING A6.12 1 1' - 0" 1' - 6" T.O ROOF @ 246' - 5 1/4" LED LIGHTS @ DECK SOFFIT LED LIGHTS @ DECK SOFFIT 3 A6.6 1 A6.12 74.11 83.02 62.22 62.22 GENERAL NOTES: 1) EXTERIOR LIGHTING IS NOTED AS: 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 13 LIGHTS ARE ALLOWED. 13 EXTERIOR LIGHTS 18"+ ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. K - WAC STEP LIGHTING WL-100-AM BN EXT. STEPLIGHT BRONZE FINISH MOUNTED 18'' OR LESS ABOVE FINISH GRADE (20) TOTAL FIXTURES E - HUBBARTON FORDGE AIRIS MEDIUM SCONCE BRONZE FINISH MR-16 307920-18- ZK219- (2) TOTAL FIXTURES C - BELFER WEDGE UPLIGHT. LIGHT NOT TO EXTEND BEYOND ROOF -(5) TOTAL FIXTURES L - CIRRUS CHANNEL S1, SQUARE 1'' LDNS -(6) TOTAL FIXTURES R - BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL PROPOSED -(8) TOTAL FIXTURES 2) SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3) ALL SNOW FENCES AT STANDING SEAM ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS RE: SPEC. 4) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. 6) SEE SHEET A4.1 FOR TYP. MATERIAL CALLOUTS 7) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH BLUE BLACK STEEL SAMPLE. 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 3/26/2018 6:38:50 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A4.1 ELEVATIONS KC HB 03/23/2018 BUILDING PERMIT SET 0' 2' 4' 8' 16' 1/4" = 1'-0"1 SOUTH ELEVATION MATERIALS Key Value MATERIALS 40.0 STONE VENEER 51.1 STEEL - W-SECTION COLUMN. RE: STUCT 51.10 STEEL - STRUCTURAL STEEL BEAM. RE: STUCT 51.14 STEEL - C-CHANNEL BEAM RE: STRUCT 51.31 STEEL - HANDRAIL PAINTED TO MATCH WINDOW COLOR 51.45 STEEL - W SECTION STAIR STRINGER RE: STRUCT 57.0 TEMPERED GLASS RAILING 57.1 CRL BRUSHED STAINLESS STEEL BEVELED ONE PIECE SURFACE MOUNT FRAMELESS WINDSCREEN CLAMP 62.22 WOOD TRIM - 2X10 FASCIA 64.1 10X10 WOOD COLUMN OVER STEEL CAP AND 4X4 HSS COLUMN BASE 64.2 6X6 W SECTION STEEL W/ BASE AND CAP DETAIL 74.0 WOOD SIDING 74.02 SIDING - HORIZONTAL 1X8 CEDAR WOOD SIDING W/ SHIP LAP JOINT W/ 1/4" REVEAL BETWEEN BOARDS RE: SPEC & FINISH SCHEDULE. 74.06 SIDING - 5' 1/2'' WOOD SLAT SIDING W 1'' GAP BTW BOARDS, TO MATCH TYP. SIDING COLOR 74.11 SHEET METAL SIDING - PFSM PANEL SIDING TO MATCH WINDOW COLOR RE: SPEC 76.11 SHEET METAL FLASHING - PFSM WRAPPED WOOD 2X12 FASCIA. 77.3 GUTTERS AND DOWN SPOUTS - 4'' SQUARE PFSM GUTTER AND 3" SQUARE DOWNSPOUT. 77.10 SNOW GUARDS - SNOW FENCE TYP. SEE ROOF PLAN FOR LOCATIONS. 83.02 GARAGE DOOR WITH FROSTED GLASS WINDOWS AND HORIZONTAL WOOD SIDING TO MATCH EXTERIOR SIDING 110.02 OUTDOOR EXTERIOR RATED TV 3 SOUTH EAST PERSPECTIVE2SOUTHERN PERSPECTIVE REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GROUND LEVEL F.F. 212' - 0" UPPER LEVEL F.F. 234' - 6"11' - 6"11' - 0" MAIN LEVEL F.F 223' - 0" A D CB E F 1 A5.10 1 A5.9 1 A5.8 OO311 Q207 U208 V209 P117 P11811' - 5 1/2"9' - 0"8' - 0"33' ABOVE LINE OF PRE EXISTING GRADE AT ROOF EAVE LINE OF PRE- EXISTING GRADE @ ROOF EAVE ABOVE T209 FROSTED GLASS DOOR FROSTED GLASS DOOR 74.0 SEE FOR F.P. CHIMNEY CAP DETAILS/DIMENSIONS A6.16 1 1 1/2" 12" ELECTRIC METER/MDP CLOSET 1 A6.16 A6.16 1 3 A6.09 74.11 S207 3' - 9 3/8"3' - 5 1/4"5' - 6"7'' VIEW HOLE PER HOLY CROSS GUIDELINES GENERAL NOTES: 1) EXTERIOR LIGHTING IS NOTED AS: 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 13 LIGHTS ARE ALLOWED. 13 EXTERIOR LIGHTS 18"+ ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. K - WAC STEP LIGHTING WL-100-AM BN EXT. STEPLIGHT BRONZE FINISH MOUNTED 18'' OR LESS ABOVE FINISH GRADE (20) TOTAL FIXTURES E - HUBBARTON FORDGE AIRIS MEDIUM SCONCE BRONZE FINISH MR-16 307920-18- ZK219- (2) TOTAL FIXTURES C - BELFER WEDGE UPLIGHT. LIGHT NOT TO EXTEND BEYOND ROOF -(5) TOTAL FIXTURES L - CIRRUS CHANNEL S1, SQUARE 1'' LDNS -(6) TOTAL FIXTURES R - BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL PROPOSED -(8) TOTAL FIXTURES 2) SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3) ALL SNOW FENCES AT STANDING SEAM ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS RE: SPEC. 4) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. 6) SEE SHEET A4.1 FOR TYP. MATERIAL CALLOUTS 7) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH BLUE BLACK STEEL SAMPLE. 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 4/12/2018 6:29:54 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A4.2 ELEVATIONS KC HB 04/06/2018 PROGRESS SET 0' 2' 4' 8' 16' 1/4" = 1'-0"1 WEST ELEVATION 2 SOUTH WEST PERSPECTIVE 3 WESTERN PERSPECTIVE REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GENERAL NOTES: 1) EXTERIOR LIGHTING IS NOTED AS: 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 13 LIGHTS ARE ALLOWED. 13 EXTERIOR LIGHTS 18"+ ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. K - WAC STEP LIGHTING WL-100-AM BN EXT. STEPLIGHT BRONZE FINISH MOUNTED 18'' OR LESS ABOVE FINISH GRADE (20) TOTAL FIXTURES E - HUBBARTON FORDGE AIRIS MEDIUM SCONCE BRONZE FINISH MR-16 307920-18- ZK219- (2) TOTAL FIXTURES C - BELFER WEDGE UPLIGHT. LIGHT NOT TO EXTEND BEYOND ROOF -(5) TOTAL FIXTURES L - CIRRUS CHANNEL S1, SQUARE 1'' LDNS -(6) TOTAL FIXTURES R - BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL PROPOSED -(8) TOTAL FIXTURES 2) SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3) ALL SNOW FENCES AT STANDING SEAM ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS RE: SPEC. 4) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. 6) SEE SHEET A4.1 FOR TYP. MATERIAL CALLOUTS 7) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH BLUE BLACK STEEL SAMPLE. GROUND LEVEL F.F. 212' - 0" UPPER LEVEL F.F. 234' - 6" MAIN LEVEL F.F 223' - 0" 1 A5.64D 2B 1 A5.5 3' - 6"74.02 40.0 2' - 8"51.31 51.45 77.3 I302 OOO305 O204 P205 Q206 I104 J105 K106 XXXX107 GGGG107 N109 U109 N109 8' - 1"8' - 6"7' - 6"8' - 0"51.45 76.11 74.0 57.062.22 64.140.0 110.02 GAS METER R T.O SHEATING 46' - 4 3/4'' 33' ABOVE LINE OF PRE EXISTING GRADE AT ROOF EAVE 33' ABOVE LINE OF PRE EXISTING GRADE AT ROOF EAVE 40.0 K KK 1A TRUE ELEVATION OBLIQUE ELEVATION SEE FOR PARTIAL ELEVATION / 1 A4.6 SEE FOR PARTIAL ELEVATION / 2 A4.6 TRUE ELEVATION OBLIQUE ELEVATION K K K K K 2 A6.6 1 A6.6 2 A6.6 1 A6.12 11' - 6"11' - 0" 3C 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 3/26/2018 6:39:24 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A4.3 ELEVATIONS KC HB 03/23/2018 BUILDING PERMIT SET 0' 2' 4' 8' 16' 1/4" = 1'-0"1 NORTH ELEVATION MATERIALS Key Value MATERIALS 40.0 STONE VENEER 51.1 STEEL - W-SECTION COLUMN. RE: STUCT 51.10 STEEL - STRUCTURAL STEEL BEAM. RE: STUCT 51.14 STEEL - C-CHANNEL BEAM RE: STRUCT 51.31 STEEL - HANDRAIL PAINTED TO MATCH WINDOW COLOR 51.45 STEEL - W SECTION STAIR STRINGER RE: STRUCT 57.0 TEMPERED GLASS RAILING 57.1 CRL BRUSHED STAINLESS STEEL BEVELED ONE PIECE SURFACE MOUNT FRAMELESS WINDSCREEN CLAMP 62.22 WOOD TRIM - 2X10 FASCIA 64.1 10X10 WOOD COLUMN OVER STEEL CAP AND 4X4 HSS COLUMN BASE 64.2 6X6 W SECTION STEEL W/ BASE AND CAP DETAIL 74.0 WOOD SIDING 74.02 SIDING - HORIZONTAL 1X8 CEDAR WOOD SIDING W/ SHIP LAP JOINT W/ 1/4" REVEAL BETWEEN BOARDS RE: SPEC & FINISH SCHEDULE. 74.06 SIDING - 5' 1/2'' WOOD SLAT SIDING W 1'' GAP BTW BOARDS, TO MATCH TYP. SIDING COLOR 74.11 SHEET METAL SIDING - PFSM PANEL SIDING TO MATCH WINDOW COLOR RE: SPEC 76.11 SHEET METAL FLASHING - PFSM WRAPPED WOOD 2X12 FASCIA. 77.3 GUTTERS AND DOWN SPOUTS - 4'' SQUARE PFSM GUTTER AND 3" SQUARE DOWNSPOUT. 77.10 SNOW GUARDS - SNOW FENCE TYP. SEE ROOF PLAN FOR LOCATIONS. 83.02 GARAGE DOOR WITH FROSTED GLASS WINDOWS AND HORIZONTAL WOOD SIDING TO MATCH EXTERIOR SIDING 110.02 2 NORTHERN PERSPECTIVE3NORTH WEST PERSPECTIVE SILL FLUSHED W/ COUNTER REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GENERAL NOTES: 1) EXTERIOR LIGHTING IS NOTED AS: 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 13 LIGHTS ARE ALLOWED. 13 EXTERIOR LIGHTS 18"+ ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. K - WAC STEP LIGHTING WL-100-AM BN EXT. STEPLIGHT BRONZE FINISH MOUNTED 18'' OR LESS ABOVE FINISH GRADE (20) TOTAL FIXTURES E - HUBBARTON FORDGE AIRIS MEDIUM SCONCE BRONZE FINISH MR-16 307920-18- ZK219- (2) TOTAL FIXTURES C - BELFER WEDGE UPLIGHT. LIGHT NOT TO EXTEND BEYOND ROOF -(5) TOTAL FIXTURES L - CIRRUS CHANNEL S1, SQUARE 1'' LDNS -(6) TOTAL FIXTURES R - BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL PROPOSED -(8) TOTAL FIXTURES 2) SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3) ALL SNOW FENCES AT STANDING SEAM ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS RE: SPEC. 4) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. 6) SEE SHEET A4.1 FOR TYP. MATERIAL CALLOUTS 7) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH BLUE BLACK STEEL SAMPLE. GROUND LEVEL F.F. 212' - 0" UPPER LEVEL F.F. 234' - 6" LOWER LEVEL F.F. 200' - 0" MAIN LEVEL F.F 223' - 0"8' - 10"PRE EXISTING GRADE 10' - 0"2' - 6" AADD 11' - 0" 12' - 0"11' - 6"2 A5.7 A001 B002 C004 D004 C005 D005A001 F102 E101 D101 G102 F103 G 103 G201 H201 I202 D203 JJJ300 9' - 0"9' - 0"9' - 0"9' - 0"8' - 1"2' - 1" 2' - 1"9' - 0"9' - 0"9' - 0"10' - 0"I115 I116 33' ABOVE LINE OF PRE EXISTING GRADE AT ROOF EAVE 1' - 6"CC CC K K BB 1 A5.7 1 A5.11 A6.12 1 DOWNSPOUT 2' - 6"KK K 1' - 6"KK K 215' - 5" 212' - 9" 2 A8.1 3 A8.1 1 A8.1 6 A8.1 4 A8.1 5 A8.1 5 A8.1 237' - 9" KK K 1 A6.12 SILL FLUSH W/ COUNTER 3' - 4"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 3/26/2018 6:39:40 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A4.4 ELEVATIONS KC HB 03/23/2018 BUILDING PERMIT SET 0' 2' 4' 8' 16'1/4" = 1'-0" 1 EAST ELEVATION 2 NORTH EAST PERSPECTIVE3SOUTH EAST PERSPECTIVE 1 REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GENERAL NOTES: 1) EXTERIOR LIGHTING IS NOTED AS: 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 13 LIGHTS ARE ALLOWED. 13 EXTERIOR LIGHTS 18"+ ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. K - WAC STEP LIGHTING WL-100-AM BN EXT. STEPLIGHT BRONZE FINISH MOUNTED 18'' OR LESS ABOVE FINISH GRADE (20) TOTAL FIXTURES E - HUBBARTON FORDGE AIRIS MEDIUM SCONCE BRONZE FINISH MR-16 307920-18- ZK219- (2) TOTAL FIXTURES C - BELFER WEDGE UPLIGHT. LIGHT NOT TO EXTEND BEYOND ROOF -(5) TOTAL FIXTURES L - CIRRUS CHANNEL S1, SQUARE 1'' LDNS -(6) TOTAL FIXTURES R - BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL PROPOSED -(8) TOTAL FIXTURES 2) SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3) ALL SNOW FENCES AT STANDING SEAM ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS RE: SPEC. 4) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. 6) SEE SHEET A4.1 FOR TYP. MATERIAL CALLOUTS 7) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH BLUE BLACK STEEL SAMPLE. GROUND LEVEL F.F. 212' - 0" UPPER LEVEL F.F. 234' - 6" MAIN LEVEL F.F 223' - 0" 1 A5.6 4D2B 1 A5.5 D114 E114 474215 KKK316 3C GROUND LEVEL F.F. 212' - 0" UPPER LEVEL F.F. 234' - 6" MAIN LEVEL F.F 223' - 0" GROUND LEVEL F.F. 212' - 0" UPPER LEVEL F.F. 234' - 6" MAIN LEVEL F.F 223' - 0" DE F 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 3/26/2018 6:39:46 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A4.5 PARTIAL ELEVATIONS KC HB 03/23/2018 BUILDING PERMIT SET 0' 2' 4' 8' 16' 1/4" = 1'-0"4 SOUTH ELEVATION STONE VENEERE 1/4" = 1'-0"2 SOUTH ELEVATION EAST SIDE OF ENTRANCE 1/4" = 1'-0"1 SOUTH ELEVATION WEST SIDE OF ENTRANCE REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GENERAL NOTES: 1) EXTERIOR LIGHTING IS NOTED AS: 1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 13 LIGHTS ARE ALLOWED. 13 EXTERIOR LIGHTS 18"+ ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF FIXTURES. K - WAC STEP LIGHTING WL-100-AM BN EXT. STEPLIGHT BRONZE FINISH MOUNTED 18'' OR LESS ABOVE FINISH GRADE (20) TOTAL FIXTURES E - HUBBARTON FORDGE AIRIS MEDIUM SCONCE BRONZE FINISH MR-16 307920-18- ZK219- (2) TOTAL FIXTURES C - BELFER WEDGE UPLIGHT. LIGHT NOT TO EXTEND BEYOND ROOF -(5) TOTAL FIXTURES L - CIRRUS CHANNEL S1, SQUARE 1'' LDNS -(6) TOTAL FIXTURES R - BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL PROPOSED -(8) TOTAL FIXTURES 2) SEE EXTERIOR MATERIAL AND COLOR INFORMATION SHEET FOR MORE INFORMATION ON COLORS. SEE OUTLINE SPEC AND ARCHITECTURAL FINISH SCHEDULE. 3) ALL SNOW FENCES AT STANDING SEAM ROOF TO BE AN ENGINEERED SYSTEM PER ROOF TYPE AND SLOPE INSTALLED PER MANUFACTURES RECOMMENDATIONS RE: SPEC. 4) ALL DIMENSIONS / ELEVATIONS ARE FROM T.O. FINISH U.N.O. 5) WINDOW AND DOOR HEAD / SILL HEIGHTS ARE FROM T.O. FINISH. 6) SEE SHEET A4.1 FOR TYP. MATERIAL CALLOUTS 7) ALL EXTERIOR EXPOSED STEEL HEADERS, BEAM, KNIFE PLATES, ETC, TO BE PAINTED TO MATCH BLUE BLACK STEEL SAMPLE. GROUND LEVEL F.F. 212' - 0" ROOF PLAN 248' - 0" UPPER LEVEL F.F. 234' - 6" MAIN LEVEL F.F 223' - 0" 13 4' - 0" 2 K K K KK K GROUND LEVEL F.F. 212' - 0" ROOF PLAN 248' - 0" UPPER LEVEL F.F. 234' - 6" MAIN LEVEL F.F 223' - 0" AA 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 3/26/2018 6:39:51 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A4.6 PARTIAL ELEVATIONS KC HB 03/23/2018 BUILDING PERMIT SET 0' 2' 4' 8' 16' 1/4" = 1'-0"1 NORTH PARTIAL ELEVATION 1/4" = 1'-0"2 NORTH PARTIAL ELEVATION2 REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GROUND LEVEL F.F. 212' - 0" UPPER LEVEL F.F. 234' - 6" LOWER LEVEL F.F. 200' - 0" MAIN LEVEL F.F 223' - 0"12' - 2 1/4"KITCHEN 301 LOUNGE 202 EXCERCISE ROOM 101 REC ROOM 115 MECHANICAL 100 A D C B E F 1 A5.10 FINISH TO FINISH 10' - 4 3/4"GARAGE 224FINISH TO FINISH 15' - 4 1/2" 11' - 6"11' - 0" 12' - 0" 7 1/2"2 1/2"1' - 0"1' - 8" FINISH TO FINISH 8' - 6 3/4" FLUE ROUTE UP CHIMNEY 1 A5.9 1 A5.8 1' - 5 5/8"1' - 10 1/4"A6.7 1 A6.12 1 A6.9 2 A6.2 1 A6.9 2 A6.10 1 A6.8 1 FINISH TO FINISH 9' - 6 1/4"FINISH TO FINISH 9' - 0"GUEST MASTER 401 A6.5 4 FINISH TO FINISH 10' - 1 3/8" A6.11 3 20' - 5" 4' - 6" 6' - 0" 4' - 7" 2' - 6" 1 1/2" 12" 1' - 2 1/2" 2' - 4" 17' - 7" VARIES SEE ROOF PLAN FOR DIMENSION 1 1/2" 12"3' - 4 1/4"FINISH TO FINISH 8' - 6" 1' - 10 1/4"1' - 4 7/8"A6.6 3 A8.2 25 1/2"222' - 7 1/2"1' - 7 5/8"8 1/4"235' - 2" 6' - 0 1/8" SEE FOR F.P INFO. / 2 A7.1 DROP CLG. FOR PLUMBING 222' - 5 1/4"1"1 3/4"7 1/4" 7 1/4" 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 3/26/2018 6:39:57 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A5.1 BUILDING SECTIONS HB 03/23/2018 BUILDING PERMIT SET 1/4" = 1'-0"1 SECTION THROUGH KITCHEN AND GARAGE NORTH SOUTH REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GROUND LEVEL F.F. 212' - 0" ROOF PLAN 248' - 0" UPPER LEVEL F.F. 234' - 6" LOWER LEVEL F.F. 200' - 0" MAIN LEVEL F.F 223' - 0" 2 A5.21 A5.1 1 A5.3 1 3 42 1 1/2" 12" 1 1/2" 12" MECH. CHASE GREAT ROOM 302 DINING ROOM 303 GARAGE 200 REC ROOM 115 1/8" 12"FINISH TO FINISH 10' - 1 3/8"6"1 1/2"1' - 0 5/8"A6.4 2 4' - 5" 17' - 8" 12' - 2"9' - 6 3/8"1' - 2 1/2"8' - 4 3/4"8' - 1 7/8"1' - 4 1/2"SOFFIT BEYOND SEE FOR F.P. INFORMATION / 2 A7.3 1/4" 12" 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 3/26/2018 6:40:41 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A5.10 BUILDING SECTIONS Author Checker 03/23/2018 BUILDING PERMIT SET 1/4" = 1'-0"1 SECTION THROUGH GARAGE AND KITCHEN 0' 2' 4' 8' 16' REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GROUND LEVEL F.F. 212' - 0" ROOF PLAN 248' - 0" UPPER LEVEL F.F. 234' - 6" LOWER LEVEL F.F. 200' - 0" MAIN LEVEL F.F 223' - 0" 1 A5.6 4D2B 1 A5.5 1A A6.2 2 A6.2 2 2' - 8 1/8"2' - 11 5/8"1' - 6"OFFICE BATH #4 CLOSET#4 ENTRY CLOSET POWDER 3C 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 3/26/2018 6:40:43 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A5.11 BUILDING SECTIONS Author Checker 03/23/2018 BUILDING PERMIT SET REVISION SCHEDULE # DESCRIPTION DATE 1/4" = 1'-0"1 SECTION THROUGH BEDROOMS EAST WEST1 04/23/18 GROUND LEVEL F.F. 212' - 0" UPPER LEVEL F.F. 234' - 6" LOWER LEVEL F.F. 200' - 0" MAIN LEVEL F.F 223' - 0"11' - 6"11' - 0" FINISH TO FINISH 10' - 1 3/8" DINING ROOM 303 BATH 403 KITCHEN 301 REC ROOM 115 LOWER LEVEL BATH 114 LOUNGE 202 AD C B E F 1 A5.10 PANTRY 304 LAUNDRY ROOM 103 GARAGE 200 2' - 6" 4' - 7" 6' - 0" 4' - 6" 20' - 5"11' - 6"11' - 0" 12' - 0" FINISH TO FINISH 8' - 6" 1 A5.9 1 A5.8 FINISH TO FINISH 9' - 0" A6.3 1 FINISH TO FINISH 9' - 6 1/4"A6.12 1 A6.10 1 1' - 10 1/4"1' - 5 1/4"A6.11 3 A6.9 1 A6.12 2 A6.8 1 A6.2 1 A6.5 4 A8.1 6 A6.9 1 FINISH TO FINISH 8' - 0 3/4"1 1/2"FINISH TO FINISH 10' - 0 3/8"FINISH TO FINISH 8' - 6" MECH CHASE VARIES SEE ROOF PLAN FOR DIMENSIONS 15' - 1"1' - 5 5/8"1 1/2" 12" 1 1/2" 12" 1 1/2" 12" 8' - 6 1/8" 8' - 5 7/8"3' - 5" 2' - 5" FINISH TO FINISH 10' - 0 3/8"1/8" 12"4 1/4"6"5' - 11 1/8" 3' - 5" 234' - 1 1/2" 245' - 3 3/4" W.C 114 1 1/2"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 3/26/2018 6:40:02 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A5.2 BUILDING SECTIONS HB 03/23/2018 BUILDING PERMIT SET 0' 2' 4' 8' 16' 1/4" = 1'-0"2 SECTION THROUGH KITCHEN AND DINNING AREA REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GROUND LEVEL F.F. 212' - 0" UPPER LEVEL F.F. 234' - 6" LOWER LEVEL F.F. 200' - 0" MAIN LEVEL F.F 223' - 0" A D C B E F 1 A5.10 ELEVATOR 312 ELEVATOR 203 PANTRY 304 LOUNGE 202 LAUNDRY ROOM 103 REC ROOM 115 DINING ROOM 303 ELEVATOR 404 GARAGE 200FINISH TO FINISH 10' - 4 3/4" FINISH TO FINISH 10' - 2 1/8" 11' - 6"11' - 0" 12' - 0" FINISH TO FINISH 9' - 0"1 A5.9 A6.10 1 A6.12 2 A6.9 1 A6.9 1 A6.11 3 A6.2 1 A6.5 4 A6.12 1 FINISH TO FINISH 8' - 6" 1' - 10 1/4" FINISH TO FINISH 9' - 7"A6.3 1 A6.8 1 FINISH TO FINISH 8' - 0 3/4" FINISH TO FINISH 8' - 0 3/4"1' - 11"11 1/8"20' - 5" 4' - 6" 6' - 0" 4' - 7" 2' - 6" 1 1/2" 12" 1 1/2" 12" 1 1/2" 12" 1 1/2" 12" T.O STRUCTURE 245' - 3 1/8" 15' - 1" VARIES SEE ROOF PLAN FOR DIMENSIONS MECHANICAL CHASE 8' - 5 7/8" 8' - 6 1/8"1 1/2"1' - 0"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 3/26/2018 6:40:07 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A5.3 BUILDING SECTIONS HB 03/23/2018 BUILDING PERMIT SET 0' 2' 4' 8' 16' 1/4" = 1'-0"1 SECTION THROUGH ELEVATOR REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GROUND LEVEL F.F. 212' - 0" UPPER LEVEL F.F. 234' - 6" LOWER LEVEL F.F. 200' - 0" MAIN LEVEL F.F 223' - 0" A D C B E F LAUNDRY ROOM 103 BATH #3 104 BATH #2 205 POWDER ROOM 406 ENTERTAINMENT ROOM 405 7' - 10 1/8"11' - 6"11' - 0" 12' - 0" FINISH TO FINISH 8' - 2" AV 112 ENTRY 212 1 A5.9 1 A5.8 FINISH TO FINISH 8' - 3" 2' - 1 1/4"FINISH TO FINISH 8' - 6"FINISH TO FINISH 9' - 6 3/8"FINISH TO FINISH 8' - 2" 1' - 9"A6.11 2 20' - 5" 4' - 6" 6' - 0" 4' - 7" 2' - 6"7 1/4"RETURN AIR 1' - 10 1/4"2' - 0 5/8"FINISH TO FINISH 10' - 0 3/8"SEE FOR STAIR INFORMATION TRUE ELEVATION OBLIQUE ELEVATION TRUE ELEVATION OBLIQUE ELEVATION / 1 A7.11 7"MECH. MECH. MECH. MECH. 1/8" / 12" 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 3/26/2018 6:40:12 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A5.4 BUILDING SECTIONS HB 03/23/2018 BUILDING PERMIT SET 1/4" = 1'-0"2 NORTH SOUTH SECTION THROUGH STAIR 0' 2' 4' 8' 16' REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GROUND LEVEL F.F. 212' - 0" UPPER LEVEL F.F. 234' - 6" LOWER LEVEL F.F. 200' - 0" MAIN LEVEL F.F 223' - 0" AADD 2 A5.7 MASTER BEDROOM 309 MASTER BATH 308 ENTERTAINMENT ROOM 405 WINE ROOM 407 OFFICE 211 BATH#1 210 BEDROOM #1 208 BEDROOM #2 207 BEDROOM #3 105 BUNKROOM 107 BUNK BATH 109 BEDROOM #4 110 BATH #4 113 FINISH TO FINISH 10' - 4 3/4"FINISH TO FINISH 10' - 7 1/8" 11' - 6"11' - 0" 12' - 0" FINISH TO FINISH 9' - 11 7/8"2 1/8" CC FINISH TO FINISH 8' - 2" 1' - 9"FINISH TO FINISH 9' - 6 3/8"FINISH TO FINISH 8' - 2" FINISH TO FINISH 9' - 6 3/8"FINISH TO FINISH 8' - 2 3/4" FINISH TO FINISH 10' - 7 1/8" 1' - 9"A6.2 1A6.2 2 2' - 2 1/4"2 1/8"FINISH TO FINISH 8' - 2" 2' - 2 1/4"FINISH TO FINISH 9' - 6 3/8" FINISH TO FINISH 8' - 9 3/4"SOFFIT BB 33' - 10"5' - 9" 11' - 10" 1' - 2 3/8" OUTDOOR SPA 11 7/8"1' - 5" 6"7 1/2"4 1/2"A6.6 2 1 A5.7 1 A5.11 MECH A8.1 9 MECH MECHMECH K K 3"0"232' - 7 7/8" 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 3/26/2018 6:40:18 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A5.5 BUILDING SECTIONS 03/23/2018 Author Checker 03/23/2018 BUILDING PERMIT SET 1/4" = 1'-0"1 SECTION THROUGH BEDROOMS SOUTH NORTH 0' 2' 4' 8' 16' REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GROUND LEVEL F.F. 212' - 0" UPPER LEVEL F.F. 234' - 6" LOWER LEVEL F.F. 200' - 0" MAIN LEVEL F.F 223' - 0" ENTERTAINMENT ROOM 405 MASTER BEDROOM 309 MASTER BATH 308 BEDROOM #2 207 BEDROOM #1 208 OFFICE 211 BEDROOM #3 105 BUNKROOM 107 BUNK BATH 109 BEDROOM #4 110 AA DD 11' - 6"11' - 0" 12' - 0" 2 A5.7 FINISH TO FINISH 9' - 11 7/8"FINISH TO FINISH 10' - 7 1/8" 2 1/8" CC A6.2 2FINISH TO FINISH 8' - 2" 1' - 9"FINISH TO FINISH 9' - 6 3/8"FINISH TO FINISH 8' - 2"FINISH TO FINISH 9' - 6 3/8"FINISH TO FINISH 10' - 0 3/8"A6.12 1 FINISH TO FINISH 8' - 2" 2' - 2 1/4"A6.6 2 WINE ROOM 407 FINIS H TO FINISH 10' - 4 3/4"CLOSET B234 FINISH TO FINISH 8' - 2" 2' - 2 1/4"FINISH TO FINISH 10' - 6 3/8" 2 1/8" BB ART 1' - 9"1 A5.7 1 A5.11 MECH MECH MECH MECH 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 3/26/2018 6:40:22 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A5.6 BUILDING SECTIONS HB 03/23/2018 BUILDING PERMIT SET 1/4" = 1'-0"1 SECTION THROUGH MASTER 1 0' 2' 4' 8' 16' REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GROUND LEVEL F.F. 212' - 0" UPPER LEVEL F.F. 234' - 6" LOWER LEVEL F.F. 200' - 0" MAIN LEVEL F.F 223' - 0" 1 A5.6 4D 2B 1 A5.5 ENTERTAINMENT ROOM 405 MASTER BEDROOM 309 BUNKROOM 107 BEDROOM #1 208 FINISH TO FINISH 10' - 7 1/8" 11' - 6"11' - 0" 12' - 0" A6.1 2 FINISH TO FINISH 9' - 6 3/8"A6.12 1 A6.20 1 2 1/8" 1A 4' - 4"18' - 4" MECH. CHASE SEE FOR STAIR INFO./ 2 A7.8 1"3/8"3C GROUND LEVEL F.F. 212' - 0" ROOF PLAN 248' - 0" UPPER LEVEL F.F. 234' - 6" LOWER LEVEL F.F. 200' - 0" MAIN LEVEL F.F 223' - 0" 1 A5.6 4D 2B 1 A5.5 18' - 4" 1A 4' - 4" 1' - 9 1/2" 1/4" 12" LINEAR DRAIN MECH MASTER BATH 308 BEDROOM #2 207 POWDER 204 MASTER BATH 308 ENTERTAINMENT ROOM 405 BEDROOM #3 105 1/2"3C 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 3/26/2018 6:40:29 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A5.7 BUILDING SECTIONS HB 03/23/2018 BUILDING PERMIT SET 1/4" = 1'-0"2 SECTION THROUGH BEDROOMS EAST WEST 0' 2' 4' 8' 16' 1/4" = 1'-0"1 Section 120 REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GROUND LEVEL F.F. 212' - 0" ROOF PLAN 248' - 0" UPPER LEVEL F.F. 234' - 6" LOWER LEVEL F.F. 200' - 0" MAIN LEVEL F.F 223' - 0" 2 A5.2 1 A5.1 1 A5.3 1 3 4 2 A5.4 2 200' - 0" GUEST MASTER 401 CLOSET. 402 ELEVATOR ENTERTAINMENT ROOM 405 KITCHEN 301 ELEVATOR ENTRY 212 ELEVATORLOUNGE 202 EXCERCISE ROOM 101 ELEVATORLAUNDRY ROOM 103 4' - 5" 17' - 8" 12' - 2"FINISH TO FINISH 10' - 0 3/8"1' - 5 5/8" 4 1/4" FINISH TO FINISH 9' - 0"FINISH TO FINISH 8' - 0 3/4" 10' - 7 1/8"8' - 11 1/2"1 1/2" 12" 3' - 2 1/8" FINSH TO FINISH 8' - 6"FINISH TO FINISH 8' - 6"A6.12 1 A6.4 1 1' - 6 1/4"1' - 10 1/4"FINISH TO FINISH 9' - 8 1/8"3"5"222' - 6"1/4"234' - 2 1/2" 1"234' - 5"4 3/4"232' - 8 1/8" 1/8" / 12" 4"4 1/4"222' - 11"222' - 8 3/4" 1/8" / 12"1"211' - 10 1/4" 211' - 7"1 1/2"4"2' - 8 7/16"1/8" / 12" 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 3/26/2018 6:40:34 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A5.8 BUILDING SECTIONS Author Checker 03/23/2018 BUILDING PERMIT SET 1/4" = 1'-0"1 Section 79 0' 2' 4' 8' 16' REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GROUND LEVEL F.F. 212' - 0" ROOF PLAN 248' - 0" UPPER LEVEL F.F. 234' - 6" LOWER LEVEL F.F. 200' - 0" MAIN LEVEL F.F 223' - 0" 2 A5.2 1 A5.1 1 A5.3 13 4 2 A5.4 2 1' - 6 3/4"FINISH TO FINISH 8' - 0" FINISH TO FINISH 10' - 0 3/8"FINISH TO FINISH 10' - 1 3/8"1' - 5 1/4"FINISH TO FINISH 8' - 6" FINISH TO FINISH 8' - 6" 1' - 5 1/4"FINISH TO FINISH 8' - 3 3/4"SOFIT FINISH TO FINISH 9' - 6 3/8"1' - 0 1/2"FINISH TO FINISH 10' - 6 3/8"FINISH TO FINISH 8' - 10 3/4"1 1/2" 12" 2' - 11 1/2" 4' - 5"17' - 8" 12' - 2" A6.4 2 246' - 4 1/8" A6.12 1 MECH MECH EXCERCISE ROOM 101 REC ROOM 115 GARAGE 224 GARAGE 200 KITCHEN 301 GUEST MASTER 401 BATH 403 ENTERTAINMENT ROOM 405 ENTRY 212 SEE FOR STAIR SHEET / 2 A7.9 LINEAR DRAIN 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 3/26/2018 6:40:38 PM1/4" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A5.9 BUILDING SECTIONS Author Checker 03/23/2018 BUILDING PERMIT SET 1/4" = 1'-0"1 Section 78 0' 2' 4' 8' 16' REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 SLOPE RE: PLANS INTERIOR GRID LINE T.O. SLAB RE: FLOOR PLANS RECESSED BASE BOARD TYPICAL. SEE INTERIOR FINISH SCHEDULE& DETAIL 1/2''X1/2'' SEALANT JOINT B/W EDGE OF SLAB & WALL TO PREVENT RADON GAS INFILTRATION. RE: SPEC. AND RADON GAS MIDIGATION NOTES P.T. BOTTOM PLATE, TYP. IN CONTACT W/ CONC. RE: SPEC EXTERIOR RE: STRUCT RE: STRUCTT.O. CONC. WALL RE: STRUCT 1 1/4" 2# CLOSED CELL SPRAY FOAM INSULATION BETWEEN 2X FURRING PROVIDE 2" RIGID INSULATION HELD DOWN 1/2" @ EDGE OF SLAB W/ BEVEL CUT AS SHOWN FOUNDATION WATERPROOF MEMBRANE CONT. FROM B.O. FOOTING TO T.O. CONC. RE: SPEC 15 MIL VAPOR/RADON BARRIER TURN UP WALL AND SEAL ANDSECURE TO CONC WALL. LAP & SEAL ALL JOINTS, SEAL ALL PENETRATIONS. RE: COVER SHEET RADON NOTES & SPEC. TYPICAL FOUNDATION NOTES: CONCRETE FOUNDATION RE: STRUCT. 4" MIN. DRAIN GRAVEL BASE RE: SOILS ENGINEER RECOMMENDATION/STRUCT. LAP B.O. 36" BITUTHANE SHEET MIN. 6" OVER FOUNDATION WATERPROOFING & EXTEND UP OVER ZIP SHEATHING APPROX. 30". USE BONDING AGENTS AS REQ'D RE: SPEC. 3/4" FINISH FLOOR RE: FLOOR PLANS, INTERIOR FINISH SCHEDULE, AND SPEC 3D DRAINAGE MEDIUM W/ FILTER FABRIC CONTINUOUS @ WALL, AT ALL HORIZONTAL JOGS, AND (WRAPS STL. ANGLE) @ STL. ANGLE,UNDER BOTTOM OF STONE SO THAT WALL CAN DRAIN. TIES INTO FOUNDATION DRAINAGE MEDIUM WHICH IS CONTINUOUS FROM T.O. CONC. WALL TO B.O. FOOTING RE: SPEC CONCRETE FOUNDATION WALL RE: STRUCT.6" MIN. 6" MIN4" DIA. RIGID PERFORATED PIPE SURROUNDED BY FILTER FABRIC AND GRAVEL SLOPED 1% MIN. TO DAYLIGHT PER SOILS REPORT. RE SOILS REPORT FOR ADDITIONAL FOUNDATION & PERIMETER DRAIN REQUIREMENTS. RE CIVIL DRAWINGS R-10 RIGID FOAM INSULATION PANEL RE: SPEC & COVER SHEET CONC. SLAB ON GRADE W/ IN-FLOOR RADIANT HEAT RE: STRUCT. STONE VENEER WALL ASSEMBLY PER STEEL ANGLE SHOP PAINTED W/ PROTECTIVE PAINT FINISH, THEN COAT W/ ASPHALTIC DAMP PROOFING @ ALL SURFACES INCLUDING BOLT HOLES RE: STRUCT. RE: SPEC P.T. BOTTOM PLATE SLOPE GRADE @ 10% MIN. SLOPE FOR 10' PER SITE PLAN & SOILS REPORT FILL ENTIRE CAVITY W/ INSULATION 2X8 WALL OR FURRING AS REQ'D FOUNDATION INSULATION & DRAINAGE MEDIUM RE: SPEC 2" R-10 RIGID FOAM INSULATION PANEL FROM T.O. LEDGE TO T.O. CONC. WALL RE: SPEC USE 4" STONE @ INSULATION PANEL@ FOUNDATION 5/8" GWB 2 PIECE ADJUSTABLE VENEER TIE ANCHORED TO CONC. WALL @ FOAM CONDITION RE: SPEC NON TACKY/ NON STICKY W.P. MEMBRANE OVER TOP OF FOOTING TO CREATE MOISTURE BREAK TYPICAL @ ALL FOOTINGS RE: SPEC FOAM SILL GASKET TYP. BETWEEN BOTTOM PLATE & T.O. CONC. WALL RE: SPEC / 3 A6.5 1 1/4" SMART MEMBRANE VAPOR BARRIER @ INTERIOR OF ALL WOOD FRAMES, WALL, BUT NOT AT FURRED FOUNDATION WALLS RE:SPEC 1 1/2'' ZIP PANEL SYSTEM. TAPE ALL JOINTS WITH MANUFACTURES TAPE PER MANUFACTURES GUIDLINES RE:SPEC AIR AND WATER INFILTRATION BARRIER OVER ZIP SYSTEM. LAPS OVER BITURHANE @ BOTTOM OF WALL. RE:SPEC 3D DRAINGE MEDIUM CONTINUOUS @ WALL. PROVIDE FILTER FABRIC OUTER LAYER @ STONE VENEER RE:SPEC FLUSH BASE RE: STRUCT 5 1/2"2"PROVIDE SOLID BLOCKING AS REQUIRED TO ATTACH REGLET 1/2" 1 3/4" / 3 A8.2 SLOPE RE: PLANS INTERIOR GRID LINE T.O. SLAB RE: FLOOR PLANS EXTERIOR RE: STRUCT RE: STRUCTT.O. CONC. WALL RE: STRUCT 1 1/4" 2# CLOSED CELL SPRAY FOAM INSULATION BETWEEN 2X FURRING LINE OF 2X P.T. FURRING HELD 1/4" OFF OF CONC. FOUNDATION WALL. SHIM AND SECURE TO CONC. WALL AS REQ'D 6" MIN. 6" MINSTONE VENEER WALL ASSEMBLY PER P.T. BOTTOM PLATE LINE OF JAMB BEYOND 5/8" GWB P.T. BOTTOM PLATE / 3 A6.5 SEE FOR TYP. WINDOW SILL DETAIL @ STONE VENEER/ 4 A8.1 FLUSH BASE SEE FOR TYP. WINDOW SILL DETAIL @ STONE VENEER/ 1 A6.1 1 3/4" 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 3/26/2018 6:40:52 PM3" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A6.1 FOUNDATION DETAILS AG HB 03/23/2018 BUILDING PERMIT SET 3" = 1'-0"1 FOUNDATION DETAIL @ GRADE ABOVE FINISHED FLOOR 3" = 1'-0"2 FOUNDATION DETAIL @ GRADE ABOVE FINISHED FLOOR WINDOW REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 GRID LINE RE: ROOF PLAN SEE FOR TYPICAL ROOF EAVE NOTES RE: STRUCT3' - 5"5 1/2"14'' TJI FLOOR RE: STRUCT STEEL BEAM RE: STRUCT BEVEL PLATE HANGER RE: STRUCT LEDGER RE: STRUCT A6.9 4 EXTERIOR INTERIOR SEE FOR TYPICAL ROOF ASSEMBLY/ 1 A6.12 3/8"BASEBOARD TYP. SEE INT. FINISH SCHEDULE ROOF FRAMING RE: STRUCTURE INTERIOR UNDER FRAMED CEILING SEE FOR TYPICAL WALL ASSEMBLY/ 2 A6.5 / 1 A6.12 GRID LINE A6.11 3 2' - 6 1/4" 4'' SPRAY FOAM CONTINUOUS DOWN ROOF RIM TO FINISH CEILING1/2"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 3/26/2018 6:41:26 PM3" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A6.10 ROOF DETAILS Author Checker 03/23/2018 BUILDING PERMIT SET REVISION SCHEDULE # DESCRIPTION DATE 3" = 1'-0"1 ROOF DETAIL @ 2X6 RAFTERS 04/23/18 REINFORCED CONC. SLAB PER STRUCT. 1/2" EXPANSION JOINT EXPANSION BOLT/ EPOXY BOLT BASE PLATE TO CONC. PIER RE: STRUCT. 3" HSS COLUMN WELDED TO TOP AND BOTTOM STEEL PLATES. PAINT ALL SURFACES AND APPLY DAMPPROOFING TO ALL PORTIONS OF STEEL WITHIN STONE ASSEMBLY RE: STRUCT. PAINT PER SPEC. 6" X 6" X 3/8" STL PLATE WELDED TO B.O. W6X15 COLUMN. 1" NON EXPANSIVE GROUT BED SEE DETAIL 1/A6.3 FOR TYP. STONE PATIO ASSEMBLY RE: STRUCT 8" X 8" STEEL BASE PLATE. PAINT ALL SURFACES AND PROTECT ALL SURFACES W/ LAYER OF DAMP PROOFING PRIOR TO INSTALLING (INCLUDING BOTTOM) RE: STRUCT. RE: SPEC. CONC. PIER RE: STRUCT. PROVIDE SEALANT JOINT BETWEEN STL. & STONE NOTE: ALL STEEL TO BE SHOP PAINTED W/ PROTECTIVE FINISH COAT OF PAINT (RE: SPEC) INCLUDING AREAS TO BE COVERED W/ DAMP PROOFING. ALL PORTIONS OF STEEL WITHIN MASONRY/ CONCRETE OR BELOW GRADE TO BE COATED W/ DAMP PROOFING INCLUDING BOTTOM OF PLATE PRIOR TO INSTALLING STL. COLUMN RE: STRUCT TYPICAL ENTRY COLUMN BASE NOTES: 1' - 4 1/4" 6 3/4"1 1/2"5/8" PLYWOOD OVER 1X SLEEPERS TO CREATE WIRE CHASE FOR EXTERIOR LIGHT FIXTURES RE: RCP 2X6 T&G WOOD DECKING RE: SPEC DOUBLE C4X4.5 C-CHANNEL JOISTS W/ KNIFE PLATE CONNECTION RE: STRUCT 1/2" THICK KNIFE PLATE WELDED BETWEEN DOUBLE STEEL C-CHANNEL AND TO T.O. STEEL BEAM. RE: STRUCT. 3" HSS COLUMN WELDED TO STEEL PLATE & B.O. STL. BEAM RE: STRUCT. 6" X 6" X 3/8" STEEL PLATE RE: STRUCT. STL. BEAM RE: STRUCT. W6X15 STL. COLUMN RE: STRUCT. 0' - 0 1/2"0' - 3"*NOTE - KNIFE PLATE IS SHOWN DIAGRAMMATICALLY RE: STRUCT FOR ACTUAL KNIFE SIZES AND REQUIRED WELDS 2X6 CEDAR FASCIA RIPPED TO 4'' THEN WRAPPED IN PFSM FLASHING EXTENDS OVER ROOFING 6" MIN. AND UP WALL UNDER WRB 6" MIN. ROOF SHEATHING RE: STRUCT. HANGER LEDGER RE. STRUCT FILL CAVITY W/ INSULATION RE: SPEC HIGH TEMP ICE AND WATER SHIELD - EXTENDS UP WALL 3' MIN. RE: SPEC SLOPE RE: ROOF PLAN / SECTIONS GRID LINE FILL CAVITY W/ INSULATION RE: SPEC. TYPICAL HORIZONTAL SIDING ASSEMBLY DRAINAGE MEDIUM AND AIR FILTRATION BARRIER LAPS OVER FLASHING TO ALLOW WALL TO DRAIN EXTERIOR INTERIOR INTERIOR WINDOW RE: WINDOW SCHEDULE TYP. WINDOW SILL @ WOOD SIDING DETAIL RE: 1/A8.1. NO WINDOW @ SIM CONDITION.T.O. PLY. TO WINDOW R.O. RE: SECTIONSBLKG. RE STRUCT.3/8"7 1/4"11 7/8"2X8 PUSHED OUT TO FACE OF ZIP PANEL @ SILL & JAMB TYPICAL 1/2"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 3/26/2018 6:41:27 PM3" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A6.11 ROOF DETAILS Author Checker 03/23/2018 BUILDING PERMIT SET REVISION SCHEDULE # DESCRIPTION DATE 3" = 1'-0"1 COLUMN BASE DETAIL @ FRONT ENTRY 3" = 1'-0" 2 ROOF DETAIL @ FRONT ENTRY RAKE 3" = 1'-0"3 WALL DETAIL @ ROOF INTERSECTION 04/23/18 RE: ELEVATIONS FOR SIDING TYPE. NOTE CONDITION MAY HAVE STONE, METAL OR WOOD SIDING RAFTERS PER STRUCTURAL DRAWINGS W/ CAVITY FILLED W/ 4'' CLOSED CELL SPRAY FOAM AND REST OF CAVITY FILLED WITH BLOWN-IN INSULATION RE: STRUCT./SPEC. 4''SPRAY FOAM CONT. @ ROOF RIM/BETWEEN RAFTERS DOWN TO T.O. PLATE CUSTOM PFSM 4" SQUARE GUTTER WITH ROUND DOWN SPOUTS BOTH TO MATCH ROOFING COLOR RE: SPEC RE: ROOF PLANS FOR LOCATIONS GRID LINE DRIP EDGE FLASHING TO MATCH ROOFING RE: SPEC PFSM STANDING SEAM ROOF RE: SPEC HIGH TEMP ICE AND WATER SHIELD OVER METAL FLASHING PROVIDE 50% OVERLAP (DOUBLE LAYER) FOR FIRST 4' UP EAVE 1X6 T&G WOOD SOFFIT RE: SPEC 2X8 FASCIA WRAPPED IN PFSM RE: ROOF PLAN FOR LOCATIONS LVL RAFTERS RE: STRUCT. RAFTERS SISTERED TO TJI RAFTERS TYP. EXTEND ROOF SHEATHING TO EDGE OF EAVE OVER RAFTER PLATE HEIGHTS AT SECTIONS ARE PER A BEVEL PLATE (RAFTER NOT SEAT CUT) RE: ROOF PLAN 3D DRAINAGE MEDIUM CONT. BEHIND SIDING TO AIR VENT MATERIAL AT TOP OF WOOD SIDING & TO VENT @ B.O. WALL TO ALLOW WALL TO BREATHE & DRAIN SMART MEMBRANE VAPOR BARRIER @ INTERIOR SIDE OF ALL EXTERIOR WALLS AND ROOF TYP. RE: SPEC TYPICAL ROOF EAVE NOTES: LAP SELF ADHERED FLASHING @ TOP OF SHEATHING OVER AIR & WATER INFILTRATION BARRIER @ WALL AND OVER TOP OF BLOCKING @ TOP OF WALL & COVER W/ ROOF SHEATHING. APPLY CONT. BEAD OF COMPATIBLE SEALANT OVER T.O. SELF ADHERED FLASHING BEFORE INSTALLING ROOF SHEATHING ROOFS TO BE PROTECTED WITH ENGINEERED SNOW GUARDS PER MANF. RECOMMENDATIONS PER ROOF PITCH AND SNOW LOADS AT LOCATIONS DIAGRAMMATICALLY SHOWN ON ROOF PLAN RE: SPEC CONT. BUG SCREEN STAPLED TO SOFFIT WRAPPED OVER AIR VENT MATERIAL TO CREATE MIN 1/2" VENT AT TOP OF THE WALL TYP. CELLULOSE/FIBERGLASS INSULATION TO FILL CAVITY PER COVER SHEET & SPEC. RE: STRUCTRE: ROOF PLAN A6.9 4 1/2"(3) 11 7/8'' LVL RIDGE BEAM RE: STRUCTURAL 7 1/4'' WOOD I-JOIST RE: STRUCT JOIST HANGERS RE: STRUCTURAL TYP. ROOF ASSEMBLY SEE T.O. BEAM RE: SECTIONS & STRUCT. STANDING SEAM ROOF RE: ELEVATIONS AND SPEC 7 1/4"7 1/4"J CHANNEL LOCK TYPE CAP FLASHING 12 1 1/2" / 1 A6.12 INSULATION PER COVER SHEET & SPEC. 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 3/26/2018 6:41:28 PM3" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A6.12 ROOF DETAILS HB 03/23/2018 BUILDING PERMIT SET 3" = 1'-0"1 ROOF DETAIL @ TYPICAL EAVE 3" = 1'-0"2 ROOF RIDGE @ FLUSH LVL RIDGE BEAM REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 T.O. CONC. WALL RE: STRUCT STONE VENEER WALL ASSEMBLY PER PRESSURE TREATED WOOD LEDGER PRESSURE TREATED PLATE T.O. CONRETE SLAB RE: FLOOR PLANS T.O. PLYWOOD RE: FLOOR PLANS RE: STRUCTRE: STRUCT.GRID LINE 6" MIN.6" MIN INTERIOR EXTERIOR SEE DETAIL FOR TYP. FOUNDATION NOTES SLOPE RE: PLANS FILL JOIST CAVITY W/ BLOWN-IN INSULATION RE: SPEC TJI FLOOR JOISTS RE: STRUCT. / 1 A6.1 4 1/2"5 1/2"1 1/2" INTERIOR LINE OF FRAMMING BEYOND / 3 A6.5 RE: STRUCT PROVIDE SOLID BLOCKING AS REQUIRED TO ATTACH REGLET EXTERIOR RE: STRUCT.RE: STRUCT.GRID LINE T.O. CONRETE SLAB RE: FLOOR PLANS 2 1/2" STONE VENEER WALL ASSEMBLY PER T.O. CONRETE WALL RE: STRUCT SLOPE RE: PLANS SEE FOR TYP. FOUNDATION ASSEMBLY/ 1 A6.1/ 3 A6.5 7 1/4" 1 1/2" INTERIOR RE:STRUCT 1' - 2"6'' MIN 6'' MIN2" INTERIOR PROVIDE SOLID BLOCKING AS REQUIRED TO ATTACH REGLET 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 3/26/2018 6:41:03 PM3" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A6.2 FOUNDATION DETAILS Author Checker 03/23/2018 BUILDING PERMIT SET 3" = 1'-0" 1 FOUNDATION DETAIL @NORTH WALL 3" = 1'-0"2 FOUNDATION DETAIL @ SOUTH STONE VENEER REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 STRUCTURAL SLAB SLOPED PER PLAN RE: STRUCT. INTERIOR EXTERIOR GRID LINE RE: STRUCT.RE: STRUCT.SEE DETAIL FOR TYP. FOUNDATION NOTES SLOPE RE: PLANS GARAGE 0' - 1"2 1/2" PAVERS RE:SPEC 2 1/2" CONC. SLAB SLOPED TO DRAIN RE: STRUCT AND FLOOR PLANS GARAGE DOOR PROVIDE GASKET AT B.O. GARAGE DOOR STEEL ANGLE TO SUPPORT SLAB. RE: STRUCT. SLOPED SLAB @ DOOR THRESHOLD 6"4"/ 1 A6.1 2 1/2" ANGLE TO HOLD EDGE OF DECKING RE: STRUCT TYPICAL PAVER DRIVEWAY ASSEMBLY: 1 1/2" SAND BED RE:SPEC 2" 1/2" 5 1/2" RESILIENT CHANNEL FINISHED CEILING WATERPROOFING CONTINUOUS BEHIND ANGLE STEEL TRIM AT GARAGE DOOR JAMB BEYOND EPOXY FLOOR FINISH WARPS DOWN VERTICAL SURFACE AT OUTER EDGE OF GARAGE DOOR STEEL ANGLE POUR STOP WATERPROOFING CONTINUOUS OVER TOP AND DOWN VERTICAL FACE OF ANGLE. 3D DRAINAGE MEDIUM RE: SPEC 6 1/2" TO 4 1/2" CONC. CLAB SLOPED TO DRAIN RE: STRUCT. AND FLOOR PLANS STEEL DECKING RE: STRUCT STEEL BEAM RE: STRUCT. WATERPROOF MEMBRANE RE: SPEC. WRAP UP WALLS MIN. 6" AND OVER STEEL ANGLE AND DOWN TO FOUNDATION WATERPROOFING 2"TYPICAL GARAGE SLAB ASSEMBLY: 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 3/26/2018 6:41:09 PM3" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A6.3 FOUNDATION DETAILS Author Checker 03/23/2018 BUILDING PERMIT SET 3" = 1'-0" 1 FOUNDATION DETAIL @GARAGE DOOR THRESHOLD REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 INTERIOR OF GARAGEEXTERIOR RE: STRUCT.RE: STRUCT.SLOPE T.O. CONRETE SLAB RE: FLOOR PLANS 2 1/2" SEE DETAIL FOR TYP. FOUNDATION NOTES SEE DETAIL FOR TYP. GARAGE FOUNDATION NOTES 5/8'' TYPE X DRYWALL SEE DETAIL FOR TYP. DRIVEWAY ASSEMBLY NOTES STONE VENEER WALL ASSEMBLY PER DRAINAGE MEDIUM CONTINUOUS OVER FLASHING SO WALL CAN DRAIN PFSM FLASHING EXTENDS UP BEHIND AIR INFILTRATION BARRIER MIN. 4" RE: SPEC. PROVIDE CONC. CURB UP TO HEIGHT OF FLAGSTONE UNDER VENEER SO THAT WALL CAN DRAIN T.O. CONRETE WALL RE: STRUCT SLOPE RE: PLANS GRID LINE 6"/ 1 A6.1 / 1 A6.3 / 3 A6.5 / 1 A6.3 1 1/2"GWB RESILIANT CHANNEL INBED PLATE RE: STRUCT SEE DETAIL FOR TYP. GARAGE SLAB AND WATERPROOFING NOTES / 1 A6.3 W.P. MEMBRANE TURNS UP WALL MIN. 6" EPOXY FLOOR COATING TURNS UP WALL MIN. 6" PRESSURE TREATED WOOD LEDGER RE: STRUCT. JOIST HANGER RE: STRUCT. T.O. CONRETE SLAB RE: FLOOR PLANS T.O. PLYWOOD RE: FLOOR PLANS RE: STRUCT RE: STRUCT. DOOR SILL SET IN BED OF SEALANT SEE PAVER DRIVEWAY ASSEMBLY SLOPE RE: PLANS INTERIOREXTERIOR FILL JOIST CAVITY W/ BLOWN-IN INSULATION RE: SPEC TJI FLOOR JOISTS RE: STRUCT. METAL "L" FLASHING W/ 1/2" TURN UP BACK EDGE OF DOOR PFSM FLASHING RE: SPEC - TURN UP WALL AND UNDER WINDOW/ DOOR SILL 3/4" T&G PLYWOOD RE: STRUCT.2 1/4" FLOOR ASSEMBLY5/8" GWB 2 1/2" 3/4" FINISH FLOOR RE: FLOOR PLANS AND SPEC PRESSURE TREATED BOTTOM PLATE W.P. MEMBRANE CONTINUOUS UNDER DOOR SILL LAP OVER L METAL AND CONTINUE DOWN WALL & LAP OVER CONC FOUNDATION W.P. MEMBRANE MIN 6" SEE FOR TYP. FOUNDATION ASSEMBLY/ 1 A6.1 1"/ 1 A6.3 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 3/26/2018 6:41:19 PM3" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A6.4 FOUNDATION DETAILS 03/23/2018 Author Checker 03/23/2018 BUILDING PERMIT SET REVISION SCHEDULE # DESCRIPTION DATE 3" = 1'-0"2 FOUNDATION DETAIL @ MUDROOM ENTRY FLAGSTONE 3" = 1'-0"1 FOUNDATION DETAIL @ MUD ROOM ENTRY DOOR THRESHOLD 04/23/18 INTERIOR EXTERIOR GRID LINE HORIZONTAL CEDAR WOOD SIDING W/ 1/8" CHANNEL SHIPLAP JOINT RE: SPEC SMART MEMBRANE VAPOR BARRIER TYP. RE: SPEC. 2X FRAMING RE: STRUCT. 5/8" TYPE 'X' DRYWALL TYP. INSULATION RE: COVER SHEET AND SPEC. 1 1/2" 5 1/2" 3D DRAINAGE MATERIAL CONTINUOUS BEHIND SIDING TO AIR VENT MATERIAL @ T.O. WOOD SIDING AND TO WEEP@ B.O. WALL SO ASSEMBLY CAN DRAIN RE: SPEC AIR AND WATER INFILTRATION BARRIER BEHIND 3D DRAINAGE MEDIUM RE: SPEC1/8"1 1/2" INSULATED SHEATHING WITH JOINTS TAPED PER MANUF. REQUIREMENTS. RE: STRUCT. AND SPEC. INTERIOR EXTERIOR GRID LINE SMART MEMBRANE VAPOR BARRIER TYP. RE: SPEC. 1 1/2" INSULATED SHEATHING WITH JOINTS TAPED PER MANUF. REQUIREMENTS. RE: STRUCT. AND SPEC. 2X FRAMING RE: STRUCT. 5/8" TYPE 'X' DRYWALL TYPICAL TYP. PFSM PANEL SYSTEM AT EXTERIOR: 3/4"PLYWOOD SCREWED TO SHEATHING WITH PFSM PANELS SILICONE GLUED TO PLYWOOD. SEE ELEVATIONS FOR PANEL DIMENSIONS. SEE FOR DETAIL 3D DRAINAGE MATERIAL CONTINUOUS BEHIND SIDING TO AIR VENT MATERIAL @ T.O. METAL PANELS AND TO WEEP@ B.O. WALL SO ASSEMBLY CAN DRAIN RE: SPEC AIR AND WATER INFILTRATION BARRIER BEHIND 3D DRAINAGE MEDIUM RE: SPEC INSULATION RE: COVER SHEET AND SPEC. 1 1/2" 5 1/2" / 5 A6.5 INTERIOR EXTERIOR STONE VENEER WALL ASSEMBLY PER 5/8" TYPE 'X' DRYWALL TYP. GRID LINE HORIZONTAL CEDAR WOOD SIDING W/ 1/8'' CHANEL SHIPLAP JOINT FLASHING EXTENDS UP BEHIND AIR INFILTRATION BARRIER MIN. 4", AND EXTENDS OUT OVER STONE MIN. 3" APPROX. 2" THICK CUT STONE CAP WITH TOP SLOPED MIN 10%. EXTENDS BEYOND FACE OF STONE APPROX. 1" 2X FRAMING RE: STRUCT 3D DRAINAGE MEDIUM, W/ FILTER FABRIC EXTERIOR SURFACE @ STONE VENEER, OVER AIR & WATER INFILTRATION BARRIER (RE: SPEC) PROVIDE W.P. MEMBRANE 3'-0" ABOVE GRADE AND 3' UP WALL@ ROOF AND DECK INTERSECTIONS INSULATION RE: COVER SHEET AND SPEC. PROVIDE 3/8" GAP BETWEEN SIDING & FLASHING TO ALLOW VENTILATION & DRAINAGE. HOLD DRAINAGE MEDIUM AND AIR & WATER INFILARATION BARRIER UP FROM BOTTOM OF WOOD SO NOT VISIBLE 5 1/2"1/8"3/8" 3D DRAINAGE MATERIAL CONTINUOUS BEHIND SIDING TO AIR VENT MATERIAL @ T.O. WOOD SIDING AND TO WEEP@ B.O. WALL SO ASSEMBLY CAN DRAIN RE: SPEC 1 1/2" INSULATED SHEATHING WITH JOINTS TAPED PER MANUF. REQUIREMENTS. RE: STRUCT. AND SPEC. INTERIOREXTERIOR GRID LINE 3D DRAINAGE MATERIAL WITH FILTER FABRIC AT STONE CONTINUOUS BEHIND STONE TO AIR VENT MATERIAL @ TOP OF WALL INSTALL OVER AIR AND WATER INFILTRATION BARRIER EXCEPT PROVIDE ICE & WATER SHIELD @ BOTTOM 3' OF WALL SMART MEMBRANE VAPOR BARRIER TYP. RE: SPEC. 2X FRAMING RE: STRUCT. 5/8" TYPE "X" DRYWALL TYPICAL 6" STONE VENEER RE: SPEC + FINISH SCHEDULE INSULATION RE: COVER SHEET AND SPEC. 5 1/2" 1 1/2" INSULATED SHEATHING WITH JOINTS TAPED PER MANUF. REQUIREMENTS. RE: STRUCT. AND SPEC.GRID LINE 3D DRAINAGE MEDIUM CONTINUOUS BEHIND SIDING TO AIR VENT @ TOP & BOTTOM OF PFSM SIDING - INSTALL OVER AIR & WATER INFILTRATION BARRIER. RE: SPEC. V-PUNCH FROM GUTTER CRIMP TOOL BUTYL RUBBER SEALANT CAULK SONNEBORN ELASTIC ADHESIVE ONLY @ EDGE OF PLYWOOD PANEL PFSM PANEL WRAPS 3/4" PLYWOOD PANEL SET IN BUTYL CAULK JOINT AND HELD BY V-PUNCH AND SONNEBORN ADHESIVE. 3/4" PLY IS SCREWED INTO STUDS. 1 1/2" EXTERIOR HEAT TAPE RE: SPEC INTERIOR GRIDLINENOTCH BACK OF STONE VENEER TO ACCEPT DOWNSPOUT W.P. MEMBRANE CONT. BEHIND DOWNSPOUT AND EXTEND 3" OVER SHEATHING AT BOTH SIDES OF DOWN SPOUT 3" PVC DOWNSPOUT WITHALL JOINTS 'WELDED' TO BE WATERTIGHT AIR & WATER INFILTRATION BARRIER7 1/4"2# CLOSED CELL SPRAY FOAM INSULATION SURROUNDING DOWNSPOUT 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 3/26/2018 6:41:20 PMAs indicated332 MILL CREEK CIRCLEVAIL, CO 81657A6.5 WALL DETAILS KC HB 03/23/2018 BUILDING PERMIT SET 3" = 1'-0"2 WALL DETAIL - TYPICAL WALL @ HORIZONTAL SIDING1 3" = 1'-0"1 WALL DETAIL - TYPICAL WALL @ PFSM PANELS1 3" = 1'-0"4 WALL DETAIL @ STONE TO CEDAR SIDING TRANSITION 3" = 1'-0"3 WALL DETAIL - TYPICAL WALL @ STONE VENEER1 6" = 1'-0"5 PRE-FINISHED ALUMINUM CLAD PANEL @ HORIZONTAL AND VERTICAL SEAM 6" = 1'-0"6 INTEGRAL DOWNSPOUT DETAIL REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 STEEL I-BEAM RE: STRUCT.4"6" L X 6" W X 1/2" T STEEL TOP PLATE WELDS TO STEEL COLUMN RE: STRUCT. SLOPE @ 1/8" : 1'-0" METAL CLAD FASCIA BOARD LVL RIM JOIST RE: STRUCT.11 7/8"2X PLATE BTW BEAM AND JOISTS PAINT TO MATCH STEEL BLOCKING RE: STRUCT. 1X DECKING BUTTS UP TO PLATE RE: PLANS 3" 3" SHIM RIPPED AT 1/8" PER 1'-0" 3/4" PLYWOOD SLOPED AT 1/8" PER 1'-0" APPROX. 1/8" THICK W.P. MEMBRANE RE: SPEC. RUNS UP HSS COLUMN TO BASE PLATE ABOVE W.P. MEMBRANE TURNS UP 3X3 STEEL COLUMN SUPPORT 3 1/2". INSTALL SEALANT BETWEEN STONE AND COLUMN. APPROX. 3/8" THICK DRAINAGE MEDIUM SLOPES AT 1/8" PER 1'-0" CUT AROUND HSS COLUMN 3/4" TILE W.P. MEMBRANE ADHERES TO PFSM FLASHING WHICH EXTENDS OVER EDGE WITH A DRIP EDGE AS SHOWN 1/2" THICK TEMPERED GLASS PANEL ATTACHED TO CLAMP BELOW VARIESCRL BRUSHED STAINLESS BEVELED ONE-PIECE SURFACE MOUNT FRAMELESS WINDSCREEN CLAMP MNTD OVER STONE DECK, SHIM LEVEL, NOTE B.O. GLASS VARIES T.O. GLASS RAIL MIN 37" A.F.F. RE: FLOOR PLANS P.T. 2X8 BLOCKING TO ACT AS POUR STOP TYPICAL 4" TOTAL W.P. DECK ASSEMBLY: 1 1/4" MORTAR 1 1/2" CONC. SLAB WITH SNOW MELT TUBING FLOOR SHEATHING RE: STRUCT. DECK JOIST RE: STRUCT. 3/8" T STEEL PAN RE: STRUCT. FINISHED TREAD SNOW MELT SUPPLY W14X22 RE: STRUCT. WELD PLATE TO UNDERSIDE OF FLANGE SANDED GROUT JOINT 4"CONT. W.P. MEMBRANE TURNS UP SIDES OF STEEL BEAM TO UNDERSIDE OF TOP FLANGE CONT. 3D DRAINAGE MEDIUM SNOW MELT RETURN LOOP 5" 3/8" DIA. ROUND ROD ATTACHED AT VERTICAL STEEL BALUSTER SPACED AT 3 7/8" O.C. 2'' WIDE X 3/8'' THICK STEEL STANCHIONS PER DIMENSIONS SHOWN. EACH STANCHION WELDED TO W- SECTION BELOW 3' - 1"1 1/2" DIAMETER GRIPPABLE STEEL HANDRAIL SEE 2/A6.6VARIESNOTE: PAINT ALL STEEL W/ SHOP PROTECTIVE PAINT TO MATCH WINDOW COLOR 3 1/2'' HIGH X 1 1/2'' WIDE X 3/8" THICK STEEL PLATE WELDED TO TOP OF STANCHIONS. NOTCH BOTTOM OF PLATE 3/8''X 1 3/4'' SLOT TO ACCEPT STANCHION LINE OF PLATE WELDED TO UNDERSIDE OF FLANGE3' - 1"3/8" T STEEL PAN RE: STRUCT. FINISHED TREAD2 5/16"8 3/8"7 1/4"11" SNOW MELT CONTINUOUS W.P. MEMBRANE CONT. 3D DRAINAGE MEDIUM4"W14X22 RE: STRUCT.3 1/2"3/8"3/8" 11"7 1/4"7 1/4"1 1/2" 1 1/2"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 3/26/2018 6:41:21 PM3" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A6.6 DECK DETAILS AG HB 03/23/2018 BUILDING PERMIT SET 3" = 1'-0"3 W.P. STONE DECK AND RAILING DETAIL @ MAIN LEVEL CONCEALED FRAMING1 3" = 1'-0" 1 EXTERIOR STAIR DETAIL 3" = 1'-0"2 EXTERIOR STAIR & HANDRAIL DETAL REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 T.O. PLYWOOD RE: PLANS INTERIOR FINISHED FLOOR RE: PLANS AND OWNERS SPEC 3/4" PLYWOOD RE: STRUCT. BLOWN-IN INSULATION RE: SPEC PFSM FLASHING CONT. UNDER WINDOW SILL REMOVE SILL NAILING FLANGE GRID LINE INTERIOR WALL FINISH RE: ELEVATION & SPEC 5/8" GWB TYPE X1' - 2"EXTERIOR COLUMN BEYOND 1 1/2" GYP W/ RADIANT HEAT TUBING RE: SPEC (3) 14" LVL BEAM RE:STRUCT. PROVIDE DRAINAGE MEDIUM AND WEEP @ EDGE OF LVL BEAM 3"GARAGE DOOR RE: DOOR SCHEDULE PROVIDE WEATHER STRIPPING ON ALL 4 SIDES GARAGE DOOR HEADER RE: STRUCT. GARAGE DOOR AND TRACK PER SPECIFICATIONS METAL FLASHING W/ DRIP EDGE CONT. UP WALL 4" MIN. LINE OF STONE VENEER BEYOND @ JAMB1' - 9 3/4"3" EXTERIOR 1/4"1' - 6"1 1/2"7 1/4"3/4"2X WOOD TRIM PROVIDE TIGHT JOINT BTW BOARDS PFSM FLASHING SEE FOR TYPICAL DECK ASSEMBLY SEE FOR TYPICAL GLASS RAIL ASSEMBLY 1X18 TO MATCH INTERIOR TRIM RE: SPEC. NOTE: NO FRAMING GRADE 2X TO BE USED / 3 A6.6 / 3 A6.6 1 3/4" 3/4" 1 3/4" 3/4" 1 3/4" 1/2" 4"1 5/8"3/8" THICK STL. TRIM LINE STL. TRIM @ JAMB PROVIDE 1/2" STEEL TRIM AROUND GARAGE DOOR TO ATTACH SPRING. VERIFY REQ'D HEIGHT 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 3/26/2018 6:41:22 PM3" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A6.7 DECK DETAILS Author Checker 03/23/2018 BUILDING PERMIT SET REVISION SCHEDULE # DESCRIPTION DATE 3" = 1'-0"1 W.P. STONE DECK @ GLASS PANEL RAIL 04/23/18 FINISHED FLOOR RE: PLANS 3/4" T&G PLYWOOD RE: STRUCT. 11 7/8" WOOD I-JOISTS @ 16" O.C. RE: STRUCT. INSULATION RE: SPEC & COVER SHEET FINISH RE: RCP T.O. PLYWOOD RE: SECTIONS / PLANS INTERIOR INTERIOR EXTERIOR RIM JOIST RE: STRUCT. GRID LINE T.O. DECKING RE: SECTIONS / PLANS TYP. VERTICAL WOOD SIDING SEE 8/A6.6 3D DRAINAGE MEDIUM OVER ICE & WATER SHIELD @ BOTTOM 3' OF WALL CONT. BUG SCREEN STAPLED TO SOFFIT WRAPPED OVER AIR VENT MATERIAL TO CREATE MIN 1/2" VENT AT TOP OF THE WALL.2 1/4"3" SOLID BLOCKING SIDING RE: ELEVATIONS FOR TYPE AND LOCATION. 3/4" PLY RE: STRUCT. PAINTED TO MATCH WINDOW COLOR 3/8" X 3/8" ROUND STEEL RODS @ 4" O.C. PAINTED TO MATCH WINDOW COLOR 3 1/2" H X 1 1/2" W X 3/8" T STEEL WELDED TO TOP STANCHIONS BOTTOM NOTCHED OUT WITH A 3/8" X 1 3/4" SLOT TO ACCEPT STANCHION CONT. PAINTED TO MATCH WINDOW COLOR 1 1/2 ROUND CUSTOM METAL GUTTER PER DIMS SHOWN 3/4" PLY RE: STRUCT. 2" 2 1/2'' X 4'' X 3/8'' THICK BASE PLATE LAG BOLTED TO BLKG. BELOW. W.P. RUNS OVER PLATE AND UP STANCHION. CUT 3D DRAINAGE MATERIAL AROUND BASE PLATE 3 LVLS RE: STRUCT NOTE: PAINT ALL STEEL W/ SHOP PROTECTIVE PAINT TO MATCH WINDOW COLOR SEE DETAIL FOR TYP. W.P. DECK ASSEMBLY / 3 A6.6 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 3/26/2018 6:41:23 PM3" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A6.8 DECK DETAILS 03/23/2018 Author Checker 03/23/2018 BUILDING PERMIT SET REVISION SCHEDULE # DESCRIPTION DATE 3" = 1'-0"1 DECK DETAIL @ WOOD SIDING GROUND LEVEL NORTHERN DECK 04/23/18 GRID LINE RE: ROOF PLAN SEE FOR TYPICAL ROOF ASSEMBLY:3/8"1' - 0" / 1 A6.12 LAP 8'' STRIP ICE & WATER SHIELD OVER GUTTER & GUTTER ATTACHMENT SCREWS MIN 2'' AND CONTINUE UP WALL & UNDER DRIP FLASHING ICE & WATER SHIELD LAPS OVER AIR & WATER INFILTRATION BARRIER @ WALL A MIN OF 6'' AND IS CONTINUOUS @JOG @ GUTTER RECESS AND UP TO ROOF ICE & WATER SHIELD GRID LINE DRIP FLASHING OVER FASCIA TO MATCH ROOFING RE: SPEC PFSM STANDING SEAM METAL ROOFING RE: SPEC 5/8" PLYWOOD SHEATHING RE: STRUCT. 2X6 RAFTER LADDER FRAMED TO EXTERIOR WALL RE: STRUCT. & SPEC. 2X4 BLOCKING PLYWOOD BLOCKING RE: STRUCT. EXTEND ROOF SHEATHING TO EDGE OF ROOF TYP. EXTERIOR WALL ASSEMBLY RE: ELEVATIONS / SECTIONS SEE TYPICAL WALL DETAIL FOR NOTES & ASSEMBLIES WORKING POINT RE: ROOF PLAN CONTINUOUS 2X8 BLOCKING FILL REMAINING CAVITY W/ BLOWN-IN INSULATION RE: COVER SHEET & SPEC. TYPICAL ROOF RAKE NOTES: SPRAY FOAM INSULATION APPLIED TO UNDERSIDE OF PLYWOOD ROOF SHEATHING & CONTINUOUS @ INTERSECTION W/ WALL & DOWN WALL RE: COVER SHEET CONT. BUG SCREEN STAPLED TO SOFFIT WRAPPED OVER AIR VENT MATERIAL TO CREATE MIN 1/2" VENT AT TOP OF THE WALL TYP. HIGH TEMP VYCOR ICE AND WATER SHIELD - PROVIDE DOUBLE LAYER (50% OVERLAP) FOR FIRST 4' OF ROOF ABOVE EAVE RE: SPEC LAP SELF ADHERED FLASHING @ TOP OF SHEATHING OVER AIR & WATER INFILTRATION BARRIER @ WALL AND OVER TOP OF BLOCKING @ TOP OF WALL. APPLY CONT. BEAD OF COMPATIBLE SEALANT OVER T.O. SELF ADHERED FLASHING BEFORE INSTALLING ROOF SHEATHING 2X8 FASCIA WRAPPED IN PFSM RE: ROOF PLAN FOR LOCATIONS 1X6 T&G WOOD DECKING RE: SPEC CELLULOSE/FIBERGLASS INSULATION TO FILL REMAINDER OF CAVITY PER COVER SHEET & SPEC. *SIM NOTE INDICATES STL BEAM @ RAKE 1/2"A6.9 45 1/2"3D DRAINAGE MATERIAL CONTINUOUS BEHIND SIDING TO AIR VENT @ TOP & BOTTOM OF WOOD SIDING - HOLD DOWN 1/2" FROM B.O. SHEATHING & INSTALL OVER AIR AND WATER INFILTRATION BARRIER RE: SPEC GRID LINE 5/8" PLYWOOD SHEATHING I-JOIST RAFTER @ 24" O.C. W/ INSULATION RE: STRUCT./SPEC. PROVIDE HIGH TEMP ICE & WATER SHIELD CONT. @ ROOFS. RE: SPEC ROOFING RE: ROOF PLANS CONT. BUG SCREEN STAPLED TO SOFFIT WRAPPED OVER AIR VENT MATERIAL TO CREATE MIN 1/2" VENT AT TOP OF THE WALL.1/2"1/2"WOOD SIDING RE: ELEVATIONS FOR TYPE / NOTES AND FINISH SCHEDULE APPLY CONTINUOUS BEAD OF COMPATIBLE SEALANT OVER TOP OF SELF ADHERED FLASHING BEFORE INSTALLING ROOFING ICE & WATER SHIELD LAPS OVER AIR & WATER INFILTRATION BARRIER 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 3/26/2018 6:41:24 PMAs indicated332 MILL CREEK CIRCLEVAIL, CO 81657A6.9 ROOF DETAILS Author Checker 03/23/2018 BUILDING PERMIT SET REVISION SCHEDULE # DESCRIPTION DATE 3" = 1'-0"1 ROOF DETAIL @ FLUSH ROOF 3" = 1'-0"2 ROOF DETAIL @ TYPICAL RAKE 6" = 1'-0"4 BUG SCREEN DETAIL @ ROOF EAVE 04/23/18 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 3/26/2018 6:41:30 PM332 MILL CREEK CIRCLEVAIL, CO 81657A8.0 WINDOW AND DOOR SCHEDULE HB 03/23/2018 BUILDING PERMIT SET Window Schedule Type Mark Count Rough Width Rough Height Comments 207 AAA 1 4' - 10 3/4" 6' - 0 3/4" DIRECT SET WINDOW 208 DDD 1 9' - 0 1/2" 9' - 0 1/2" EXTERIOR BARN DOOR 209 BBB 1 4' - 0 3/4" 3' - 0 3/4" HOPPER CCC 1 4' - 0 3/4" 8' - 6 3/4" DIRECT SET WINDOW 210 BBBBB 3 4' - 10 3/4" 8' - 6 3/4" DIRECT SET WINDOW DDDDD 1 4' - 10 3/4" 3' - 0 3/4" HOPPER 211 EEE 1 4' - 3 3/4" 3' - 0 3/4" HOPPER FFF 1 4' - 3 3/4" 8' - 6 3/4" DIRECT SET WINDOW GGG 1 5' - 9 3/4" 8' - 6 3/4" DIRECT SET WINDOW HHH 1 5' - 9 3/4" 3' - 0 3/4" DIRECT SET WINDOW 212 D 1 5' - 0 3/4" 7' - 10 3/4" DIRECT SET WINDOW 213 III 1 5' - 2 3/4" 7' - 10 3/4" DIRECT SET WINDOW 214 D 1 5' - 0 3/4" 7' - 10 3/4" DIRECT SET WINDOW 215 474 1 3' - 2" 8' - 3 1/4" PATIO SWING DOOR 216 MMM 1 5' - 2" 11' - 6" PATIO PIVOT DOOR 300 JJJ 1 15' - 6 1/2" 10' - 0 1/2" OXXO SLIDING PATIO DOOR 302 I 1 2' - 6 3/4" 2' - 0 3/4" AWNING 305 OOO 1 6' - 0 3/4" 2' - 0 3/4" DIRECT SET WINDOW 311 JJ 1 8' - 4 3/4" 2' - 0 3/4" DIRECT SET WINDOW OO 1 8' - 0 1/2" 8' - 0 1/2" WEILAND 2 PANEL SLIDING LOCK RAIL DOOR 312 I 1 2' - 6 3/4" 2' - 0 3/4" AWNING 313 R 1 4' - 0 3/4" 2' - 0 3/4" DIRECT SET WINDOW 314 G 1 5' - 0 3/4" 2' - 0 3/4" AWNING GG 1 5' - 0 3/4" 8' - 0 3/4" DIRECT SET WINDOW H 1 3' - 0 3/4" 2' - 0 3/4" AWNING HH 1 3' - 0 3/4" 8' - 0 3/4" DIRECT SET WINDOW 315 LLL 1 3' - 10 3/4" 2' - 0 3/4" AWNING QQ 1 3' - 10 3/4" 8' - 0 3/4" DIRECT SET WINDOW 316 KKK 1 3' - 6 3/4" 10' - 0 1/2" PATIO SWING DOOR 330 DDDDD 1 4' - 10 3/4" 3' - 0 3/4" HOPPER 331 DDDDD 1 4' - 10 3/4" 3' - 0 3/4" HOPPER Grand total: 70 Window Schedule Type Mark Count Rough Width Rough Height Comments 001 A 1 2' - 8 3/4" 6' - 0 3/4" CASEMENT BB 1 1' - 8 3/4" 6' - 0 3/4" DIRECT SET WINDOW 002 B 1 2' - 6 3/4" 2' - 6 3/4" AWNING 004 C 1 5' - 0 3/4" 6' - 0 3/4" DIRECT SET WINDOW D 1 2' - 6 3/4" 6' - 0 3/4" CASEMENT 005 C 1 5' - 0 3/4" 6' - 0 3/4" DIRECT SET WINDOW D 1 2' - 6 3/4" 6' - 0 3/4" CASEMENT 101 D 1 2' - 6 3/4" 6' - 0 3/4" CASEMENT E 1 5' - 0 3/4" 6' - 0 3/4" DIRECT SET WINDOW 102 F 1 5' - 0 3/4" 6' - 0 3/4" DIRECT SET WINDOW G 1 5' - 0 3/4" 2' - 0 3/4" AWNING 103 F 1 5' - 0 3/4" 6' - 0 3/4" DIRECT SET WINDOW G 1 5' - 0 3/4" 2' - 0 3/4" AWNING 104 I 1 2' - 6 3/4" 2' - 0 3/4" AWNING 105 J 1 6' - 8 3/4" 2' - 0 3/4" DIRECT SET WINDOW 106 K 1 2' - 6 3/4" 2' - 0 3/4" DIRECT SET WINDOW 107 GGGG 1 3' - 4 3/4" 5' - 6 3/4" DIRECT SET WINDOW XXXX 1 2' - 6 3/4" 5' - 6 3/4" CASEMENT 109 N 2 4' - 6 3/4" 2' - 0 3/4" DIRECT SET WINDOW U 1 4' - 6 3/4" 2' - 0 3/4" MOTORIZED AWNING 111 AA 1 5' - 0 3/4" 12' - 0 3/4" DIRECT SET WINDOW 112 AA 1 5' - 0 3/4" 12' - 0 3/4" DIRECT SET WINDOW 114 D 1 2' - 6 3/4" 6' - 0 3/4" CASEMENT E 1 5' - 0 3/4" 6' - 0 3/4" DIRECT SET WINDOW 115 I 1 3' - 0 3/4" 8' - 3 1/4" PATIO SWING DOOR 116 I 1 3' - 0 3/4" 8' - 3 1/4" PATIO SWING DOOR 117 EEEEE 1 3' - 0" 8' - 0 1/2" PATIO SWING DOOR 118 EEEEE 1 3' - 0" 8' - 0 1/2" PATIO SWING DOOR 119 NN 1 5' - 2" 12' - 0" PIVOT DOOR - MAIN ENTRY 201 G 1 7' - 0 3/4" 7' - 0 3/4" DIRECT SET WINDOW H 1 3' - 0 3/4" 7' - 0 3/4" CASEMENT 202 I 1 5' - 0 3/4" 7' - 0 3/4" DIRECT SET WINDOW 203 D 1 2' - 6 3/4" 6' - 0 3/4" CASEMENT 204 O 1 2' - 6 3/4" 4' - 6 3/4" CASEMENT 205 P 1 4' - 2 3/4" 2' - 0 3/4" DIRECT SET WINDOW 206 Q 1 5' - 10 3/4" 2' - 0 3/4" DIRECT SET WINDOW AVERAGE WINDOW U-VALUE .29 PER SUBMITTED SPREADSHEET WHICH SUMMARIZES ALL WINDOW SQUARE FOOTAGE AND ASSOCIATED U- VALUES. NOTE: ALL WINDOWS HAVE TRIPLE GLAZING W/ (2) COATS OF CARDINAL 366 LOW E COATING EXCEPT AS NOTED ABOVE GENERAL NOTE: 1.) SEE INTERIOR DESIGN DOCUMENTS FOR DOOR DESIGN EXCEPT AS NOTED ABOVE. Door Schedule Door Number Door Size Finish CountComments 100A 3'-0" x 8'-0" 1 101A 10'-0" x 8'-0" 1 101B 3-6" x 6'-8 1 103A 3'-0" x 8'-0" 1 103B 2'-0" x 7'-0" 1 104A 2'-6" x 8'-0" 1 104B 2'-2" x 7'-0" 1 105A 2'-10" x 8'-0" 1 105B 2'-6" x 8'-0" 1 107A 2'-10" x 8'-0" 1 108B 2'-4" x 8'-0" 1 109A 2'-6" x 8'-0" 1 109B 2'-6" x 8'-0" 1 110A 2'-10" x 8'-0" 1 110B 2'-4" x 8'-0" 1 112 B 2'-6" x 8'-0" 1 112A 4'-6" x 8 1 113A 2'-6" x 8'-0" 1 113B 2'-6" x 7'-0" 1 113C 2'-4" x 8'-0" 1 114A 2'-10" x 8'-0" 1 114B 2'-2" x 8'-0" 1 114C 2'-2" x 7'-0" 1 115A 6'-2" x 9 6 1 200 A 10'-0" x 8'-0" GARAGE DOOR 1 200 B 20'-0" x 8'-0" GARAGE DOOR 1 202A 3'-0" x 8'-0" FIRE RATED DOOR 1 202B 3-0" x 8'-0" CABINET 1 203A 3'-0" x 8'-0" FIRE RATED DOOR 1 204A 2'-6" x 8'-0" 1 205A 2'-6" x 8'-0" 1 205B 2'-4" x 8'-0" 1 205C 2'-2" x 7'-0" 1 207A 2'-10" x 8'-0" 1 207B 2'-4" x 8'-0" 1 208A 2'-10" x 8'-0" 1 208B 2'-6" x 8'-0" 1 210A 2'-6" x 8'-0" 1 210B 2'-6" x 8'-0" 1 210C 2'-2" x 7'-0" 1 211A 2'-10" x 8'-0" 1 212A 2'-6" x 8'-0" 1 213B 5'-0" x 6'-8" HORIZONTAL 1 214 B 4'-6" x 8 ELECTRIC METER DOOR 1 214A 5'-0" x 6'-8" HORIZONTAL 1 301A 3-6" x 6'-8 1 301B 1'-6" x 8'-0" CABINET 1 301G 5'-0" x 8'-0" horizontal 1 304A 2'-6" x 8'-0" 1 307B 3-0" x 8'-0" CABINET 1 308A 2'-10" x 8'-0" 1 308B 2'-2" x 8'-0" 1 308C 2'-4" x 8'-0" 1 309A 2'-10" x 8'-0" 1 310 A 2'-8" x 8'-0" 1 401A 2'-10" x 7'-0" 1 401B 2'-6" x7'-6" 2 1 403A 2'-6" x7'-6" 2 1 403B 2'-6" x 7'-6'' 1 403C 2'-2" x 7'-0" 1 406A 2'-4" x 8'-0" 1 407A 2'-2" x 8'-0" 1 REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 WINDOW RE: WINDOW SCHEDULE, APPLY CONTINUOUS BEAD OF SEALANT TO BACK SIDE OF NAILING FLANGE PRIOR TO INSTALLING WINDOW SET IN BED OF SEALANT WOOD SIDING RE: ELEVATIONS FOR TYPE AND LOCATION SELF ADHERED FLASHING OVER AIR & WATER AND UNDER WINDOW SILL. LAP UP SIDES OF JAMB MIN. 6" GRID LINE CUSTOM 4/4 SILL PER INTERIOR DOCUMENTS. HOLD BACK 1/8" FROM FACE OF DRYWALL INTERIOR EXTERIOR 3X3 WOOD TRIM WITH SLOPED TOP TO DRAIN MIN 1:12 SEALANT JOINT BETWEEN WINDOW AND R.O. @ INTERIOR SIDE OF WINDOW SEE TYPICAL WALL DETAIL & COVER SHEET FOR NOTES & ASSEMBLIES TYPICAL WINDOW SILL DETAIL NOTES: LAP AIR & WATER INFILTRATION BARRIER OVER SHEATHING 3D DRAINAGE MEDIUM OVER T.O. AIR AND WATER INFILTRATION BARRIER. 3/8" REGLET SHIM WINDOW AS REQ'D.3/8"WINDOW RE: WINDOW SCHEDULE, APPLY CONTINUOUS BEAD OF SEALANT TO BACK SIDE OF NAILING FLANGE PRIOR TO INSTALLING IN-FILL W/ SPRAY FOAM INSULATION AND SHIM AS REQ'D WOOD SIDING RE: ELEVATIONS FOR TYPE AND LOCATION LAP AIR & WATER INFILTRATION BARRIER OVER 1ST LAYER OF WATERPROOF MEMBRANE BUT HOLD BACK APPROX 1 1/2" FROM WINDOW LAP 2ND LAYER OF WATERPROOF MEMBRANE OVER 1ST LAYER AND OVER AIR & WATER INFILTRATION BARRIER GRID LINE INTERIOR EXTERIOR DRYWALL WRAP W/ J-MOLDING @ WINDOW FRAME LAP 1ST LAYER OF WATERPROOF MEMBRANE OVER SHEATHING AND OVER NAILING FLANGE SEALANT JOINT AND BACKER ROD 3X3 WOOD TRIM SEALANT JOINT BETWEEN WINDOW AND R.O. SHIM DRYWALL AS REQUIRED 3D DRAINAGE MEDIUM LAPS OVER WATERPROOF MEMBRANE & AIR AND WATER INFILTRATION BARRIER RE: SPEC. SEE TYPICAL WALL DETAIL & COVER SHEET FOR NOTES & ASSEMBLIES TYPICAL JAMB HEAD DETAIL NOTES:3/8"WINDOW RE: WINDOW SCHEDULE, APPLY CONTINUOUS BEAD OF SEALANT TO BACK SIDE OF NAILING FLANGE PRIOR TO INSTALLING IN-FILL W/ SPRAY FOAM INSULATION AND SHIM AS REQ'D RE: SPEC 3D DRAINAGE MEDIUM LAPS OVER AIR & WATER INFILTRATION BARRIER LAPS OVER TOP OF FLASHING 3" MIN RE: SPEC. LAP WATERPROOF MEMBRANE OVER WINDOW NAILING FLANGE AND CONTINUE UP UNDER FLASHING AND UNDER AIR & WATER INFILTRATION BARRIER 3X3 WOOD TRIM GRID LINE INTERIOREXTERIOR FLASHING TO MATCH WINDOW COLOR RE: SPEC HEADER RE: STRUCT. WOOD SIDING RE: ELEVATIONS FOR TYPE AND LOCATION SEALANT JOINT BETWEEN WINDOW AND R.O. @ INTERIOR SIDE OF WINDOW DRYWALL WRAP W/ J-MOLDING @ WINDOW FRAME SHIM DRYWALL AS REQUIRED TYPICAL WINDOW HEAD DETAIL NOTES: WINDOW DRIP CAP - PART OF WINDOW SEE 1/A6.1 FOR TYP. EXT. STONE VENEER WALL ASSEMBLY 2" STONE CUT STONE SILL CAP SLOPED 10% MIN. TO DRAIN GRID LINE INTERIOR EXTERIOR SLOPE 1:12 MIN 1/4" SEALANT JOINT. DO NOT LET WINDOW TOUCH MORTAR/STONE SEE 1/A8.1 FOR TYP. WINDOW SILL DETAILS NOTES 3/8" REGLET SHIM AS REQ'D3/8"SEE 2/A6.1 TYP. EXT. STONE VENEER WALL ASSEMBLY GRID LINE INTERIOREXTERIOR 1/4" SEALANT JOINT AND BACKER ROD DO NOT LET MORTAR TOUCH WINDOW SEE 2/A8.1 FOR TYP. WINDOW JAMB DETAILS NOTES3/8"GRID LINE INTERIOR EXTERIOR 1/8"PFSM CLAD PANEL RE: ELEVATIONS SEE 1/A8.1 FOR TYP. WINDOW SILL DETAILS NOTES 1/4" SEALANT JOINT & BACKER ROD TO SEPARATE DISSIMILAR METALS 3/8"SEE TYP. PFSM CLAD PANEL WALL ASSEMBLY GRID LINE INTERIOREXTERIOR SEE 2/A8.1 FOR TYP. WINDOW JAMB DETAILS NOTES 1/4" SEALANT JOINT & BACKER ROD TO SEPARATE DISSIMILAR METALS EXTERIOR PROVIDE WEEP WINDOW RE: WINDOW SCHEDULE SEE 1/A6.1 FOR TYP. STONE VENEER WALL ASSEMBLY GRID LINE INTERIOR ALUMINUM FLASHING TO MATCH PANELS SEPARATE FROM C-CHANNELWITH ICE AND WATER SHIELD AND SEALANT SEE 3/A8.1 FOR TYP. WINDOW HEAD WATERPROOFING 5 3/4"STUFFED IN INSULATION AND SHIM AS REQ'D SIDE MOUNT OR CLG MOUNT MOTORIZED SHADE ROLLER SHADE. SEE 3/A8.1 FOR TYP. SHADE POCKET ASSEMBLY TRIM PER INTERIOR DOCUMENTS ATTACHED WITH FINISH SCREW INTO BLOCKING ABOVE REMOVABLE CUSTOM JAMB EXTENSION ATTACHED W/ FINISH SCREWS INTO JAMB 1 7/8" 3" 1 5/8" 1 3/4" 7 1/4" 3/8"1/8" WINDOW RE: WINDOW SCHEDULE STUFFED IN INSULATION AND SHIM AS REQ'D TYP. METAL PANELING WALL ASSEMBLY INTERIOR EXTERIOR ALUMINUM FLASHING TO MATCH WINDOWS SEPARATE FROM COPPER PANELS WITH ICE AND WATER SHIELD AND SEALANT PROVIDE WEEP GRID LINE 1 1/2"SEE 3/A8.1 FOR TYP. WINDOW HEAD WATERPROOFING SIDE MOUNT OR CLG MOUNT MOTORIZED SHADE ROLLER SHADE. SEE 3/A8.1 FOR TYP. SHADE POCKET ASSEMBLY TRIM PER INTERIOR DOCUMENTS ATTACHED WITH FINISH SCREW INTO BLOCKING ABOVE REMOVABLE CUSTOM JAMB EXTENSION ATTACHED W/ FINISH SCREWS INTO JAMB 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 3/26/2018 6:41:32 PM3" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A8.1 WINDOW AND DOOR DETAILS KC HB 03/23/2018 BUILDING PERMIT SET 3" = 1'-0" 1 WINDOW SILL DETAIL @ WOOD SIDING 3" = 1'-0"2 WINDOW JAMB DETAIL @ WOOD SIDING 3" = 1'-0"3 WINDOW HEAD DETAIL @ WOOD SIDING 3" = 1'-0"4 WINDOW SILL DETAIL @ STONE VENEER 3" = 1'-0"5 WINDOW JAMB DETAIL @ STONE VENEER 3" = 1'-0"7 WINDOW SILL DETAIL @ PFSM CLAD PANEL 3" = 1'-0"8 WINDOW JAMB DETAIL @ PFSM CLAD PANEL 3" = 1'-0"6 2X8 WINDOW HEAD DETAIL @ STONE VENEER 3" = 1'-0"9 2X6 WINDOW HEAD DETAIL @ METAL PANELING REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 WINDOW RE: WINDOW SCHEDULE IN-FILL W/ SPRAY FOAM INSULATION AND SHIM AS REQ'D 3D DRAINAGE MEDIUM LAPS OVER BUILDING PAPER LAPS OVER TOP OF FLASHING 1 1/2" MIN LAP WATERPROOF MEMBRANE OVER NAILING FLANGE AND CONTINUE UP UNDER FLASHING AND UNDER BUILDING PAPER 3X3 WOOD TRIM GRID LINE INTERIOR EXTERIOR FLASHING TO MATCH WINDOW COLOR RE: SPEC TRIM PER INTERIOR DOCUMENTS ATTACHED WITH FINISH SCREW INTO BLOCKING ABOVE WOOD SIDING RE: ELEVATIONS FOR TYPE AND LOCATION HEADER RE: STRUCT. NOTE: ALL STRUCTRAL WINDOW HEADERS ARE TO BE LOCATED 5 1/4" ABOVE WINDOW R.O. REMOVABLE CUSTOM JAMB EXTENSION ATTACHED W/ FINISH SCREWS INTO JAMB SIDE/CELING MOUNT MOTORIZED SHADE ROLLER. SEE RCP'S FOR ROLLER SHADE SIZE/MOUNTING. INFILL WITH BLOCKING IF NO SHADE CALLOUT 1X10 BACKER BOARD ATTACHED TO STRUCTURAL HEADER ROUTER HEADER TO ATTACHED 1X10 BACKER BOARD AS SHOWN 2 7/8" 1 5/8" 1 3/4" BLOCKING ATTACH TO STRUCTURAL HEADER W/ TIMBER LOK SCREWS. EXTEND BLOCKING 3" PAST R.O. EACH SIDE WINDOW RE: WINDOW SCHEDULE STUFFED IN INSULATION AND SHIM AS REQ'D TYP. PFSM PANELING WALL ASSEMBLY INTERIOR EXTERIOR ALUMINUM FLASHING TO MATCH WINDOWS SEPARATE FROM COPPER PANELS WITH ICE AND WATER SHIELD AND SEALANT PROVIDE WEEP GRID LINE 1 1/2" SEE 3/A8.1 FOR TYP. WINDOW HEAD WATERPROOFING SIDE MOUNT OR CLG MOUNT MOTORIZED SHADE ROLLER SHADE. SEE FOR TYP. SHADE POCKET ASSEMBLY TRIM PER INTERIOR DOCUMENTS ATTACHED WITH FINISH SCREW INTO BLOCKING ABOVE REMOVABLE CUSTOM JAMB EXTENSION ATTACHED W/ FINISH SCREWS INTO JAMB 1 5/8" 7 1/4" 1 1/2" 5" 3/4"5 1/2"TYP. 1 1/2'' ZIP SYSTEM INTERIOR "Z" FRY REGLET 3/8" REVEAL BRONZE COLOR T.O. PLYWOOD RE: PLANS 3/4"3/4" 3/8"6" 2 1/4" LINE OF DOOR FRAME BEYOND 7/8" 6" WOOD BASE MOUNTED FLUSH TO STUDS RE: PLANS DUPLEX OUTLETS MOUNT HORIZONTAL CENTERED IN BASE BOARD GWB "Z" FRY REGLET 3/8" REVEAL BRONZE COLOR T.O. PLYWOOD RE: PLANS 3/8" 1 1/4" GWB 3/8"6"2 1/4" 5/4" DOOR FRAME INTERIOR DOOR RE: DOOR SCHED. 6" WOOD BASE MOUNTED FLUSH TO STUDS INTERIOR 7/8"1 1/4"3/8"7/8" 3/8"1 3/4"5/4" DOOR FRAME INTERIOR DOOR RE: DOOR SCHED. "Z" FRY REGLET 3/8" REVEAL BRONZE COLOR RE: FLOOR PLANS DOOR STOP SHIM SPACE 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 3/26/2018 6:41:33 PM3" = 1'-0"332 MILL CREEK CIRCLEVAIL, CO 81657A8.2 WINDOW AND DOOR DETAILS KC HB 03/23/2018 BUILDING PERMIT SET 3" = 1'-0" 1 2X8 WINDOW HEAD DETAIL @ WOOD SIDING 3" = 1'-0"2 2X8 WINDOW HEAD DETAIL @ METAL PANELING 3" = 1'-0"3 INTERIOR BASE DETAIL 3" = 1'-0"4 INTERIOR BASE ELEVATION 3" = 1'-0"5 INTERIOR DOOR JAMB/HEAD DETAIL REVISION SCHEDULE # DESCRIPTION DATE 04/23/18 04/23/18 © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution SHEET NO. SHEET TITLENO. NAME YARNELL CONSULTING& CIVIL DESIGN, LLC P.O. BOX 3901, EAGLE, COLORADO 81631(970) 323-7008 ISSUE / REVISIONDATE: DATE THE DESIGNS SHOWN HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GR APHIC REPRESENTATION & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED,DUPLICATED, OR COMMERCIALLY EXPLOITEDIN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROMYARNELL CONSULTING & CIVIL DESIGN, LLC. DESIGN BY:DRAWN BY:REVIEWED BY:PROJECT NO.:SINGLE-FAMILYRESIDENCE332 MILL CREEK CIRCLELOT 11, BLk 1, VAIL FILING #1VAIL, COLORADOJ. YARNELL J. YARNELLJ. YARNELL18.003 4/12/2018COVER SHEET C1 SINGLE-FAMILY RESIDENCE 332 MILL CREEK CIRCLE LOT 11, BLOCK 1, VAIL VILLAGE FIRST FILING, TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO 811 03/26/2018 04/23/18 SHEET NO. SHEET TITLENO. NAME YARNELL CONSULTING& CIVIL DESIGN, LLC P.O. BOX 3901, EAGLE, COLORADO 81631(970) 323-7008 ISSUE / REVISIONDATE: DATE THE DESIGNS SHOWN HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GR APHIC REPRESENTATION & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED,DUPLICATED, OR COMMERCIALLY EXPLOITEDIN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROMYARNELL CONSULTING & CIVIL DESIGN, LLC. DESIGN BY:DRAWN BY:REVIEWED BY:PROJECT NO.:SINGLE-FAMILYRESIDENCE332 MILL CREEK CIRCLELOT 11, BLk 1, VAIL FILING #1VAIL, COLORADOJ. YARNELL J. YARNELLJ. YARNELL18.003 4/12/2018GENERAL NOTES C2 “ ” · · · · · · · · 03/26/2018 04/23/18 A SHEET NO. SHEET TITLENO. NAME YARNELL CONSULTING& CIVIL DESIGN, LLC P.O. BOX 3901, EAGLE, COLORADO 81631(970) 323-7008 ISSUE / REVISIONDATE: DATE THE DESIGNS SHOWN HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATION & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED,DUPLICATED, OR COMMERCIALLY EXPLOITEDIN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROMYARNELL CONSULTING & CIVIL DESIGN, LLC. DESIGN BY:DRAWN BY:REVIEWED BY:PROJECT NO.:SINGLE-FAMILYRESIDENCE332 MILL CREEK CIRCLELOT 11, BLk 1, VAIL FILING #1VAIL, COLORADOJ. YARNELL J. YARNELLJ. YARNELL18.003 4/12/2018811 FOUNDATION DRAIN PLAN C3 A 03/26/2018 04/23/18 SHEET NO. SHEET TITLENO. NAME YARNELL CONSULTING& CIVIL DESIGN, LLC P.O. BOX 3901, EAGLE, COLORADO 81631(970) 323-7008 ISSUE / REVISIONDATE: DATE THE DESIGNS SHOWN HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATION & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED,DUPLICATED, OR COMMERCIALLY EXPLOITEDIN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROMYARNELL CONSULTING & CIVIL DESIGN, LLC. DESIGN BY:DRAWN BY:REVIEWED BY:PROJECT NO.:SINGLE-FAMILYRESIDENCE332 MILL CREEK CIRCLELOT 11, BLk 1, VAIL FILING #1VAIL, COLORADOJ. YARNELL J. YARNELLJ. YARNELL18.003 4/12/2018DETAILS C4 03/26/2018 04/23/18 04/23/18 UP Scale: Sheet: Title: 22 November 2017 Ξ ĞƌĞƐ WůƵƐ͕ >>͘ ϮϬϭϳ L1 1" = 10'-0" SITE GRADING & DRAINAGE PLAN332 Mill Creek CircleVail, Colorado8 December 2017 18 December 2017: Progress Review 20 December 2017: Progress Review 26 December 2017: DRB Submittal 7 February 2018: DRB Resubmission 26 February 2018 04/23/18 04/23/18 UP Scale: Sheet: Title: 22 November 2017 Ξ ĞƌĞƐ WůƵƐ͕ >>͘ ϮϬϭϳ L2 1" = 10'-0" SITE LAYOUT PLAN332 Mill Creek CircleVail, Colorado8 December 2017 18 December 2017: Progress Review 20 December 2017: Progress Review 26 December 2017: DRB Submittal 7 February 2018: DRB Resubmission 26 February 2018 04/23/18 UP Scale: Sheet: Title: 22 November 2017 Ξ ĞƌĞƐ WůƵƐ͕ >>͘ ϮϬϭϳ L3 1" = 10'-0" PLANTING PLAN332 Mill Creek CircleVail, Colorado18 December 2017: Progress Review 26 December 2017: DRB Submittal 7 February 2018: DRB Resubmission 26 February 2018 04/23/18 a a a a a a a aa a WALL FLAT ROOF 32 3 212 32 3 5 4 5 • • • • • • • • • • • • • SPECIAL STRUCTURAL INSPECTIONS SHALL COMPLY WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE REFERENCED IN THESE DOCUMENTS. SPECIAL INSPECTOR SHALL BE EMPLOYED DIRECTLY BY THE OWNER. COORDINATE WITH ARCHITECTURAL AND MEP DRAWINGS FOR SPECIAL INSPECTIONS AND TESTING OF NON-STRUCTURAL ELEMENTS. TESTS AND INSPECTIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE REFERENCED STANDARDS.SPECIAL STRUCTURAL INSPECTION IS REQUIRED IN ADDITION TO ANY INSPECTIONS REQUIRED BY THE JURISDICTION HAVING AUTHORITY OVER THE PROJECT SITE. SPECIAL STRUCTURAL INSPECTIONS SHALL BE PERFORMED ON, BUT ARE NOT LIMITED TO THE ITEMS INDICATED IN THE SPECIAL STRUCTURAL INSPECTION SCHEDULE. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS TO ALL ITEMS REQUIRING SPECIAL STRUCTURAL INSPECTION. DUTIES AND RESPONSIBILITIES OF THE SPECIAL STRUCTURAL INSPECTOR: THE SPECIAL STRUCTURAL INSPECTOR... SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. SHALL REPORT TO THE CONTRACTOR UPON ARRIVING ON SITE TO DETERMINE WHETHER ANY DESIGN TEAM COMMUNICATIONS TO THE CONTRACTOR AFFECT THE WORK TO BE REVIEWED. THE SPECIAL STRUCTURAL INSPECTOR SHALL LEAVE A COPY OF EACH REPORT WITH THE CONTRACTOR UPON LEAVING SITE.SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, AND OTHER DESIGNATED PERSONS WITHIN 24 HOURS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL. SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR’S KNOWLEDGE, IN CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE.IS NOT AUTHORIZED TO APPROVE ANY CHANGES TO THE CONTRACT DOCUMENTS. ANY VARIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR AND ENGINEER OR ARCHITECT OF RECORD. LEGEND: C = CONTINUOUS SPECIAL INSPECTION P = PERIODIC SPECIAL INSPECTION SPECIAL INSPECTION AND OBSERVATION STRUCTURAL ELEMENTS SPECIAL STRUCTURAL INSPECTION SCHEDULE Scale Date Drawn by Checked by Issue Date Project Number 4/11/2018 11:29:03 AMAs indicated 4/11/2018 11:29:03 AM322 MILL CREEK CIRCLEVAIL, CO 81657S1.0 GENERAL NOTES TM JL 03/23/2018 BUILDING PERMIT SET 17115 • LINEAR INTERPOLATION OF WIND LOADS FOR AREAS BETWEEN THOSE IN TABLE IS NOT ACCEPTABLE. • h = MEAN ROOF HEIGHT, IN FT, EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR ROOF SLOPE LESS THAN OR EQUAL TO 10% • DISTANCE a = 10% OF LEAST HORIZONTAL DIMENSION OR 0.4h, WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT. • EACH COMPONENT SHALL BE DESIGNED FOR MAXIMUM POSITIVE AND NEGATIVE PRESSURES. • PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY. COMPONENT & CLADDING WIND LOADS ZONE EFFECTIVE WIND AREA (FT²) LESS THAN 10 100 GREATER THAN 500 ROOF 1 13.84/-34.03 10.96/-31.15 - ROOF 2 13.84/-57.10 10.96/-36.91 - ROOF 3 13.84/-85.94 10.96/-36.91 - WALL 4 31.15/-33.74 - 23.36/-25.95 WALL 5 31.15/-41.53 - 23.36/-25.95 ALL LOADS ARE SUBJECT TO MODIFICATION PER REQUIREMENTS OF ASCE-7 DESIGN LOADS RISK CATEGORY II LIVE UNIFORM (PSF) | CONCENTRATED (LB) RESIDENTIAL: UNINHABITABLE ATTICS W/O STORAGE 10 | --- RESIDENTIAL: UNINHABITABLE ATTICS W/ STORAGE 20 | --- RESIDENTIAL: PRIVATE ROOMS & CORRIDORS SERVING THEM 40 | --- RESIDENTIAL: PUBLIC ROOMS & CORRIDORS SERVING THEM 40 | --- ROOFS: ALL OTHER CONSTRUCTION 20 | --- STAIRS & EXITS: ONE & TWO-FAMILY DWELLINGS 40 | 300 RETAIL: FIRST FLOOR 100 | 1,000 SEISMIC SEISMIC IMPORTANCE FACTOR Ie = 1.0 SITE CLASSIFICATION OF SOIL D 1.0 SECOND SPECTRAL RESPONSE S1 = 0.073 Fv = 2.4 SD1 = 0.116 0.2 SECOND SPECTRAL RESPONSE Ss = 0.256 Fa = 1.6 SDS = 0.272 SEISMIC DESIGN CATEGORY B DETACHED ONE & TWO FAMILY DWELLINGS IN SEISMIC DESIGN CATEGORY B ARE EXEMPT FROM SEISMIC REQUIREMENTS PER IBC 1613.1 SNOW GROUND SNOW Pg = 142 PSF IMPORTANCE FACTOR Is = 1.0 EXPOSURE FACTOR Ce = 1.0 THERMAL FACTOR Ct = 1.0 FLAT ROOF SNOW LOAD Pf = 100 PSF DRIFT SNOW LOAD MAPPED ON PLAN FROST DEPTH 48 IN WIND BASIC WIND SPEED (3-SEC) V = 115 MPH EXPOSURE CATEGORY C TOPOGRAPHIC FACTOR Kzt = 1.0 INTERNAL PRESSURE COEFFICIENT (GCpi) = ±0.18 ENCLOSURE CLASSIFICATION ENCLOSED • ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE CITED VERSION OF THE FOLLOWING STANDARDS REFERENCED IN THE BUILDING CODE. • ALL DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH THESE STANDARDS. STANDARDS PROJECT SCOPE THESE STRUCTURAL DRAWINGS MAY ONLY BE USED TO CONSTRUCT THE PROJECT LOCATED AT 322 MILL CREEK CIRCLE STREET IN VAIL, COLORADO BUILDING CODE 2015 INTERNATIONAL BUILDING CODE & REQUIREMENTS OF CITY OF VAIL GEOTECHNICAL REPORT REPORT PREPARED BY HP KUMAR OF DENVER, DATED SEPTEMBER 27, 2017 (REPORT 17-7-651) STRUCTURAL LOADS ASCE-7 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" CONCRETE ACI 301: "SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS" ACI 318: "BUILDING CODE REQUIREMENTS FOR STRUCURAL CONCRETE AND COMMENTARY" ACI 306: "GUIDE TO COLD WEATHER CONCRETING" ACI SP 66: "ACI DETAILING MANUAL" ACI 117: "SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS" PORTLAND CEMENT ASSOCIATION "DESIGN AND CONTROL OF CONCRETE MIXTURES" MASONRY TMS 602/ACI 503/ASCE 5: "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" TMS 602/ACI 503.S/ASCE 6: "SPECIFICATIONS FOR MASONRY STRUCTURES" NMCA TEK 3-4B: "BRACING CONCRETE MASONRY WALLS DURING CONSTRUCTION" METAL DECK STEEL DECK INSTITUTE "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS, AND ROOF DECKS" STEEL ANSI/AISC 360: "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AISC 303: "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" RCSC: "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS" WELDING AWS D1.1/D1.1M: "STRUCTURAL WELDING CODE-STEEL" AWS D1.4: "STRUCTURAL WELDING CODE-REINFORCING STEEL" AWS D9.1: "SHEET METAL WELDING CODE" WOOD ANSI/AF&PA NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" MATERIALS SOIL SOIL SUPPORTING SHALLOW FOUNDATIONS 2,500 PSF MAX ALLOWABLE BRG CAPACITY LATERAL AT-REST PRESSURE EFP 50 PCF LATERAL ACTIVE PRESSURE EFP 40 PCF PASSIVE PRESSURE 325 PSF CO-EFFICIENT OF FRICTION 0.45 REINFORCING REINF #4 AND LARGER ASTM A615 (GRADE 60) #3 REINF ASTM A615 (GRADE 40) BARS TO BE WELDED ASTM A706 (GRADE 60) WELDED WIRE FABRIC ASTM A1064 FLAT SHEETS SYNTHETIC FIBER REINFORCING ASTM C1116 (TUF-STRAND BY EUCID OR EQUAL) STEEL W-SHAPES ASTM A992 - FY = 50 KSI CHANNELS, ANGLES, PLATES ASTM A36 - FY = 36 KSI HSS ROUND ASTM A500 TYPE B - FY = 42 KSI HSS RECTANGULAR, SQUARE ASTM A500 TYPE B - FY = 46 KSI STRUCTURAL STEEL PIPE ASTM A53 TYPE E OR S GRADE B - FY = 35 KSI STRUCTURAL STEEL BOLTS ASTM A325-N WASHERS ASTM F436 HARDENED WASHER NUTS ASTM A563 WELDING ELECTRODES (E-70 SERIES) ASTM A233 STEEL ROOF DECK ASTM A653 STRUCTURAL QUALITY GRADE 33, G-60 GALVANIZED STEEL COMPOSITE FLOOR DECK ASTM A653 STRUCTURAL QUALITY GRADE 33 OR ASTM A611 GRADE 33, G-60 GALVANIZED GROUT BELOW PLATES NON-SHRINK, NON-METALLIC (5000 PSI) ANCHOR RODS ASTM F1554 GRADE 36 THREADED RODS EPOXY BOLTS EPOXY - HILTI HIT-RE 500-V3 INJECTABLE MORTAR WITH THREADED RODS HEADED STEEL STUDS ASTM A108-GRADE 1010-1020, WELDED IN ACCORDANCE WITH CHAPER 7 OF ANSI/AWS D1.1 THREADED RODS ASTM A36 WOOD DIMENSIONAL LUMBER (2" NOMINAL WIDTH) DOULAS FIR-LARCH NO.2 UNO (19%) MAX MOISTURE CONTENT) DIMENSIONAL LUMBER (GREATER THAN 2" WIDTH) DOUGLAS FIR-LARCH NO.1 UNO (19% MAX MOISTURE CONTENT) STUD LUMBER HEM FIR NO. 2 STUD GRADE (19% MAX MOISTURE CONTENT) I-JOIST CHORDS MIN. Fb = 1,700 PSI, Fv = 190 PSI, Fc, perp = 680 PSI LAMINATED VENEER LUMBER (LVL) MIN. Fb = 2,600 PSI, Fv = 285 PSI, Fc, perp = 750 PSI, E = 1,900,000 PSI LAMINATED STRAND LUMBER (LSL) STUDS: MIN. Fb = 1,700 PSI, Fv = 400 PSI, Fc,para = 1 ,400 PSI, E = 1,300,000 PSI BEAMS: MIN. Fb=2325 PSI, Fv=310 PSI, Fc,perp=900 PSI, E=1,550,000 PSI LAMINATED STRAND RIM MEMBERS (1 1/4" WIDE) MIN. Fb = 1,700 PSI, Fv = 425 PSI, Fc,para = 1,835 PSI, E = 1,300,000 PSI PARALLEL STRAND LUMBER (PSL) MIN. Fb = 2,900 PSI, Fv = 290 PSI, Fc,para = 2,900 PSI, E = 2,000,000 PSI GLUED-LAMINATED (GLU-LAM) - SIMPLE SPAN STRESS GRADE 24F-V4 (UNO) GLUED-LAMINATED (GLU-LAM) - MULTI-SPAN STRESS GRADE 24F-V8 (UNO) BOLTS FOR WOOD CONSTRUCTION ASTM A307 TOP MOUNT HANGERS SIMPSON HU-TF, B, OR IT (I-JOISTS) SERIES OR EQUIVALENT FACE MOUNT HANGERS SIMPSON LU, HU, OR IU (I-JOISTS) SERIES OR EQUVALENT SHEATHING APA RATED EXPOSURE 1, DOC PS1 OR PS2 STRUCTURAL STEEL P COMPLIANCE OF MATERIALS SPECIFIED P COMPLIANCE OF INSTALLED CONNECTIONS TO CONSTRUCTION DOCUMENTS P MANUFACTURER'S CERTIFIED TEST REPORTS STRUCTURAL WELDING NON-DESTRUCTIVELY TEST 100% GROOVE WELDS VISUALLY INSPECT ALL SHOP FABRICATION AND FEILD WELDS NON-DESTRUCTIVELY TEST 20% FILLET WELDS, IF MORE THAN 10% FAIL, TEST ALL FILLET WELDS VERIFY CURRENT WELDER'S CERTIFICATION HIGH STRENGTH BOLTING VERIFY SNUG TIGHT OR SLIP-CRITICAL INSTALLATIONS PER PLANS VERIFY INSTALLATION OF A325-N AND A490-N BOLTS PER PLAN CONCRETE P VERIFY USE OF REQUIRED DESIGN MIX C FABRICATE SPECIMEN FOR COMPRESSIVE STRENGTH TESTS C PERFORM SLUMP, AIR CONTENT, AND TEMPERATURE TESTS P REINFORCING STEEL SIZE AND POSITIONS PRIOR TO CONCRETE POUR C SHEAR REINFORCEMENT P INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED P INSPECT ANCHOR RODS AND EMBED PLATES POSITION PRIOR TO CONCRETE POUR P INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE P PLACEMENT OF CONCRETE P VERIFY WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706 P INSPECT REINFORCING STEEL SINGLE-PASS FILLET WELDS UP TO 5/16" C INSPECT ALL OTHER WELDS P INSPECT ANCHORS CAST IN CONCRETE C INSPECT ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS P INSPECT MECHANICAL AND ADHESIVE ANCHORS P PREPARATION, CONSTRUCTION AND PROTECTION OF CONCRETE DURING COLD OR HOT WEATHER P VERIFY CONCRETE STRENGTH, PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCURAL SLABS C INSPECT REINFORCING STEEL IN INTERMEDIATE AND SPECIAL MOMENT FRAMES C INSPECT BOUNDARY REINFORCING STEEL OF SPECIAL STRUCTURAL WALLS OF CONCRETE C GROUTING OF BONDED PRESTRESSING TENDONS P INSPECT ERECTION OF PRECAST CONCRETE MEMBERS P INSPECT PRESTRESSING TENDONS , AND VERIFY PLACEMENT C INSPECT SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES C APPLICATION OF PRESTRESSING FORCES P VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE WOOD FABRICATION PROCESSES OF WOOD STRUCTURAL ELEMENTS AND ASSEMBLIES TEMPORARY AND PERMANENT RESTRAINT/ BRACING OF METAL-PLATE-CONNECTED TRUSSES SPANNING MORE THAN 60 FEET FOR HIGH-LOAD DIAPHRAGMS: GRADE AND THICKNESS OF SHEATHING, NOMINAL SIZE OF FRAMING MEMBER AT ADJOINING PANEL FASTENER, SIZE, LENGTH SPACING FOR SHEAR WALLS: GRADE AND THICKNESS OF SHEATHING, NOMINAL SIZE OF FRAMING MEMBER AT ADJOINING PANEL, FASTENER SIZE, LENGTH, SPACING SOILS P VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY P VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTHS AND HAVE REACHED PROPER MATERIAL P PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS C VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL P PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY WIND RESISTING SYSTEM WOOD SHEAR WALL AND DIAPHRAGM SYSTEMS: EXP B & V asd ≥ 120 MPH C FIELD GLUING OF WOOD SHEATHING EXP C & D & V asd ≥ 110 MPH P NAILING, BOLTING, ANCHORING OF WOOD ELEMENTS P ROOF COVERING, DECK AND FRAMING CONNECTIONS P EXTERIOR WALL COVERING AND CONNECTION TO ROOF AND FLOOR DIAPHRAGMS COLD-FORMED STEEL SYSTEMS: P WELDING OF ELEMENTS P SCREW ATTACHMENT AND OTHER FASTENING OF ELEMENTS P ROOF COVERING, DECK AND FRAMING CONNECTIONS P EXTERIOR WALL COVERING AND CONNECTION TO ROOF AND FLOOR DIAPHRAGMS STRUCTURAL STEEL SYSTEMS: P INSTALLATION OF STEEL MEMBERS C INSTALLATION OF MOMENT CONNECTIONS P INSTALLATION OF BRACED FRAMES P INSTALLATION OF ROOF AND FLOOR DIAPHRAGMS • ALLOW A MINIMUM OF TWO WEEKS FOR ENGINEER REVIEW, PRIOR TO FABRICATION OR CONSTRUCTION. • INCLUDE CALCULATIONS STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN JURISDICTION HAVING AUTHORITY OVER THE PROJECT FOR ALL DEFERRED SUBMITTAL ITEMS • ALL DIMENSIONS AND ELEVATIONS TO BE VERIFIED BY THE GENERAL CONTRACTOR IN ACCORDANCE W/ ALL CONTRACT DOCUMENTS. • THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL MAKE SURE THE STRUCTURE IS CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. • CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ANY ITEMS NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS SHALL BE FLAGGED BY THE CONTRACTOR. • DO NOT REPRODUCE CONTRACT DOCUMENTS OR COPY STANDARD PRINTED INFORMATION AS THE BASIS OF SHOP DRAWINGS • THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD MUST BE SECURED ON ALL STRUCTURAL SUBMITTALS. SUBMITTALS CONCRETE REINF SCHEDULE REINF ELEVATIONS STEEL EMBED DRAWINGS PRODUCT DATA CONCRETE MIX DESIGNS SUBMITTALS REQUIRED BY ACI 301 LUMBER FOREST STEWARDSHIP COUNCIL CERTIIFICATION PRE-ENGINEERED LUMBER DETAILS INCLUDING BRACING & HANGERS GLULAM LAYOUT DECKING LAYOUT CONNECTION DETAILS STRUCTURAL STEEL SHOP DRAWINGS INCLUDING ANCHOR BOLT LAYOUT & DETAILS MILL CERTIFICATES WELDING CERTIFICATES SUBMITTALS REQUIRED BY AISC "MANUAL OF STEEL CONSTRUCTION" PROPER INSTALLATION OF SNUG-TIGHT OR SLIP-CRITICAL HIGH STRENGTH BOLTS PROPER INSTALLATION OF A325-X HIGH STRENGTH BOLTS GIRDERS & DECKING BAR JOIST & GIRDER LAYOUTS W/ DETAILS & CONNECTIONS MILL CERTIFICATES SHEET LIST NUMBER NAME 03/02/2018 BIDS1.0 GENERAL NOTES • S1.1 GENERAL NOTES • S1.2 ABBR, SYMBOLS, LEGENDS, SCHED • S1.3 GRAPHICAL GENERAL NOTES • S1.4 GRAPHICAL GENERAL NOTES • S1.5 GRAPHICAL GENERAL NOTES • S2.0 GRAPHICAL COLUMN SCHEDULE • S2.1 FOUNDATION ISOMETRIC VIEWS • S2.2 FRAMING ISOMETRIC VIEWS • S2.3 GRID PLAN • S3.0 FOUNDATION PLAN • S3.1 GROUND LEVEL FRAMING PLAN • S3.2 MAIN LEVEL FRAMING PLAN • S3.3 UPPER LEVEL FRAMING PLAN • S3.4 ROOF FRAMING PLAN • S4.1 FOUNDATION DETAILS • REVISION SCHEDULE # DESCRIPTION DATE 04/11/2018 04/23/18 GENERAL NOTES CONSTRUCTION METHOD: A. THE STRUCTURAL DRAWINGS REPRESENT THE FINAL STRUCTURE. THE STRUCTURAL DRAWINGS DO NOT INDICATE THE CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQUENCES OF CONSTRUCTION AND JOB SITE SAFETY. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE CONTRACTOR’S FAILURE TO FOLLOW PLANS, SPECIFICATIONS, AND/OR ENGINEERING RECOMMENDATIONS, NOR IS THE ENGINEER OF RECORD RESPONSIBLE FOR ECONOMIC LOSS AND/OR DELAYS OF THE CONTRACTOR OR SUBCONTRACTORS. B. ALL CONSTRUCTION SHALL BE ADEQUATELY BRACED TO PREVENT DISTORTION AND DAMAGE DUE TO CONSTRUCTION LOADS AND NATURAL FORCES. C. THE CONTRACTOR SHALL MAKE ALLOWANCES FOR DIFFERENCE BETWEEN TEMPERATURE DURING ERECTION AND MEAN TEMPERATURE WHEN STRUCTURE IS COMPLETED AND IN SERVICE LETTERS OF CONSTRUCTION CONFORMANCE TO DESIGN INTENT: A. THE CONTRACTOR SHALL DETERMINE FROM THE LOCAL BUILDING OFFICIAL AT THE TIME THE BUILDING PERMIT IS OBTAINED WHETHER ANY LETTERS OF CONSTRUCTION CONFORMANCE TO DESIGN INTENT WILL BE REQUESTED FROM THE STRUCTURAL ENGINEER. B. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ALL SUCH REQUIREMENTS IN WRITING BEFORE THE START OF CONSTRUCTION. C. TWO-DAYS ADVANCE NOTICE SHALL BE GIVEN WHEN REQUESTING SITE VISITS NECESSARY AS THE BASIS FOR THE CONFORMANCE LETTER. TRADE COORDINATION: A. THE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, ELECTRICAL, MECHANICAL, PLUMBING, SITE DRAWINGS, AND REFERENCED STANDARDS. CONFLICTS IN DIMENSION AND INTERFERENCE SHALL BE DIRECTED TO THE ARCHITECT PRIOR TO CONSTRUCTION. SPECIFICATIONS: A. THE STRUCTURAL DRAWINGS SHALL WORK IN CONJUNCTION WITH THE SPECIFICATIONS. IF CONFLICT ARISES FROM THE RECOMMENDATIONS OF THESE DRAWINGS AND THE SPECIFICATIONS, THE ARCHITECT SHALL BE NOTIFIED OF THE DISCREPANCY PRIOR TO CONSTRUCTION. OPENINGS: A. OPENINGS, SLEEVES, POCKETS, ETC. SHALL NOT BE PLACED IN BEAMS, JOISTS, COLUMNS, SLABS, OR OTHER STRUCTURAL MEMBERS. UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE ARCHITECT WHEN DRAWINGS BY OTHERS SHOW OPENINGS, SLEEVES, POCKETS, OR OTHER PENETRATIONS IN STRUCTURAL MEMBERS NOT SHOWN ON THE STRUCTURAL DRAWINGS. B. WHERE OPENINGS ARE INDICATED, VERIFY SIZE AND LOCATION WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. EXISTING CONDITIONS: A. THE EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. B. VERIFY DIMENSIONS OF ALL EXISTING CONDITIONS AND REPORT DISCREPANCIES WITH THE CONTRACT DOCUMENTS TO THE ARCHITECT PRIOR TO CONSTRUCTION. CONSTRUCTED STRUCTURE: A. THE CONTRACTOR SHALL CONSTRUCT THE STRUCTURE IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. IF THE CONTRACTOR DEVIATES FROM THESE DOCUMENTS THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING A PROPOSED REPAIR TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MAKING THAT REPAIR, AND THEN COMPLETING THE APPROVED REPAIR TO THE SATISFACTION OF THE ENGINEER OF RECORD. FOUNDATIONS GEOTECHNICAL INVESTIGATION: A. THE GEOTECH REPORT AS INDICATED IS AVAILABLE IN THE OFFICE OF THE ARCHITECT. IT IS THE CONTRACTOR'S RESPONSIBLITY TO BECOME FAMILIAR WITH ALL OF THE REPORT REQUIREMENTS. THE FOLLOWING DESIGN PARAMETERS HAVE BEEN BASED ON THIS REPORT AS ACCEPTED BY THE OWNER. IF CONDITIONS DIFFER FROM THOSE PRESENTED HEREIN, THE ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUATION OF THE WORK. SPREAD FOOTINGS: A. SUBGRADE SHALL BE INSPECTED AND APPROVED BY A GEOTECH ENGINEER REGISTERED IN THE JURISDICTION HAVING AUTHORITY OVER THE PROJECT SITE TO VERIFY BEARING CAPACITIES IMMEDIATELY PRIOR TO THE FOOTINGS BEING CONSTRUCTED. B. BOTTOMS OF FOOTINGS SHALL BE AT OR BELOW FROST DEPTH, UNO. C. FOOTINGS SHALL BE CONSTRUCTED ON UNDISTURBED NATURAL SOIL, OR ON COMPACTED STRUCTURAL FILL MATERIAL PER THE RECOMMENDATIONS OF THE GEOTECH ENGINEER. FOUNDATION WALLS: A. BACKFILL FROM REAR FACE OF WALL FOR 2 FEET WITH FREE-DRAINING GRANULAR BACKFILL MATERIAL OR AS PER DETAIL APPROVED BY THE GEOTECH ENGINEER. B. FOUNDATION WALLS SHALL NOT BE BACKFILLED UNTIL THEY HAVE REACHED THEIR FULL DESIGN STRENGTH AND FIRST FLOOR AND SLAB ON GRADE AT BOTTOM OF WALL CONSTRUCTION IS COMPLETED, OR UNLESS THEY ARE ADEQUATELY BRACED IN ACCORDANCE WITH CONTRACTOR DESIGNED BRACING. WHERE BACKFILL IS REQUIRED ON BOTH SIDES OF WALLS BACKFILL BOTH SIDES SIMULTANEOUSLY. C. FOR PERIMETER DRAIN DETAILS AND REQUIREMENTS REFER TO GEOTECH REPORT. SITE RETAINING WALLS: A. BACKFILL FROM REAR FACE OF WALL FOR 2 FEET WITH FREE-DRAINING GRANULAR BACKFILL MATERIAL OR AS PER DETAIL APPROVED BY THE GEOTECH ENGINEER. EXTERIOR GRADE: A. SLOPE PERIMETER GRADE AWAY FROM BUILDINGS AS RECOMMENDED BY THE GEOTECH ENGINEER OR AS INDICATED IN THE GEOTECH REPORT. CONCRETE: GENERAL REQUIREMENTS: A. CONCRETE HAS BEEN DESIGNED PER STANDARDS INDICATED IN STANDARDS SCHEDULE. B. ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED, UNO. C. CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER OF RECORD 48 HRS. PRIOR TO ANY CONCRETE PLACEMENT. CONCRETE REINF: A. DETAIL ALL REINF IN ACCORDANCE WITH THE STANDARDS INDICATED IN THE SCHEDULE B. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINF AT POSITIONS SHOWN ON THE PLANS C. ALL REINF SHALL BE OF NEW BILLET STEEL CONFORMING TO STANDARDS REFERENCED IN SCHEDULE. GRADE 60 OR HIGHER REINF SHALL NOT BE FIELD-BENT. D. REINF SPLICES SHALL CONSIST OF TIED LAPS. LENGTHS INDICATED ON THE DEVELOPMENT LENGTH SCHEDULE. E. ALL REINF, ANCHOR RODS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. F. WELDING OF REINF SHALL BE ALLOWED ONLY AS INDICATED ON DRAWINGS AND SHALL BE LOW ALLOY STEEL CONFORMING TO STANDARD INDICATED IN MATERIAL SCHEDULE. ALL WELDING OF REINF SHALL BE IN COMPLIANCE WITH THE REFERENCED WELDING STANDARD. CONCRETE SLABS ON GRADE: A. PROVIDE 6X6 W2.1XW2.1 WWF IN ALL SLABS ON GRADE (UNO). B. PROVIDE UNDER SLAB PREPARATION OF SUBGRADE OR IMPORTED FILL AS DIRECTED BY GEOTECHNICAL ENGINEER OR INDICATED IN THE GEOTECHNICAL REPORT. C. REFER TO THE GEOTECH REPORT FOR DETAILS OF ANY PERFORATED, PERIMETER DRAINS OR UNDERSLAB DRAINS. WOOD: SAWN LUMBER A. ALL WOOD FRAMING SHALL CONFORM TO THE STANDARDS INCLUDED IN THE SCHEDULE. B. ALL LUMBER SHALL BE NAILED IN ACCORDANCE WITH THE IBC. PRE-DRILL HOLES FOR NAILS AS REQUIRED TO PREVENT SPLITTING C. ALL PLYWOOD AND GYPSUM SHEATHING SHALL BE SECURELY NAILED TO STUDS TO PROVIDE BRACING PARALLEL TO THE WALL. NOTCHES OR HOLES THROUGH STUDS SHALL NOT REDUCE THE CROSS-SECTIONAL AREA OF THE POST BY MORE THAN 25%. AT NOTCHES USE SIMPSON HSS STUD SHOES. D. TRIMMER (BEARING) STUDS INDICATED ON PLANS AT BEAMS AND HEADERS SHALL BE THE NUMBER OF STUDS THE BEAM OR HEADER BEARS ON. KING STUDS ADJACENT TO THE BEAM/HEADER ARE IN ADDITION TO THE NUMBER OF TRIMMER STUDS INDICATED. E. ALL SILLS AND PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ANCHOR RODS SHALL BE PLACED 8" FROM THE END OF A BOARD OR FROM A HOLE OR NOTCH GREATER THAN 1/3 THE WIDTH OF THE PLATE, ANCHOR RODS SHALL BE SPACED AS NOTED. F. ALL ANCHOR ROD HEADS AND NUTS BEARING ON WOOD SHALL HAVE WASHERS. G. HOLES IN SILL PLATES FOR ANCHOR RODS SHALL BE SNUG TO PREVENT WALL MOVEMENT. PROVIDE ADDITIONAL NAILING AT JOIST SILL PLATE CONNECTION TO PREVENT SLIPPAGE. ENGINEERED WOOD I-JOISTS: A. REFER TO STRUCTURAL SUBMITTALS AND SHOP DRAWING NOTES FOR ENGINEERED WOOD I-JOIST REQUIREMENTS. ALL REQUIRED STRUCTURAL SUBMITTALS AND SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. B. ALL JOIST ERECTION BRACING, BLOCKING AND OTHER ACCESSORIES, SHALL CONFORM TO THE SPECIFICATIONS OF THE APPROVED SUPPLIER, SHALL BE FURNISHED BY THE MANUFACTURER AND SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS INDICATED ON THE DRAWINGS. C. HOLES, CUTS OR NOTCHES IN ENGINEERED WOOD I-JOISTS SHALL COMPLY WITH THE MANUFACTURER'S ALLOWABLE SPECIFICATIONS FOR SIZE AND LOCATION. ENGINEERED WOOD LAMINATED VENEER LUMBER (LVL) BEAMS: A. LVL BEAMS SHALL CONFORM TO THE SPECIFICATIONS OF THE APPROVED SUPPLIER AND BE PER MATERIAL SCHEDULE. B. HOLES, CUTS OR NOTCHES IN ENGINEERED WOOD MEMBERS SHALL COMPLY WITH THE MANUFACTURER'S ALLOWABLE SPECIFICATIONS FOR SIZE AND LOCATION. ENGINEERED WOOD LAMINATED STRAND LUMBER (LSL) STUDS, BEAMS, RIMBOARDS: A. LSL MEMBERS SHALL CONFORM TO THE SPECIFICATIONS OF THE APPROVED SUPPLIER AND BE PER MATERIALS SCHEDULE. B. HOLES, CUTS OR NOTCHES IN ENGINEERED WOOD MEMBERS SHALL COMPLY WITH THE MANUFACTURER'S ALLOWABLE SPECIFICATIONS FOR SIZE AND LOCATION. ENGINEERED WOOD PARALLEL STRAND LUMBER (PSL) BEAMS: A. PSL BEAMS SHALL CONFORM TO THE SPECIFICATIONS OF THE APPROVED SUPPLIER AND BE PER MATERIAL SCHEDULE. B. HOLES, CUTS OR NOTCHES IN ENGINEERED WOOD MEMBERS SHALL COMPLY WITH THE MANUFACTURER'S ALLOWABLE SPECIFICATIONS FOR SIZE AND LOCATION. SHEATHING: A. THE SHEATHING AND NAILING REQUIREMENTS INDICATED ARE MINIMUMS AND MAY BE INCREASED FOR NONSTRUCTURAL REASONS. B. FLOOR SHEATHING TO BE GLUED AND NAILED TO JOISTS. JOISTS TO BE GLUED AND NAILED AT HANGERS. C. ALL ROOF AND FLOOR DIAPHRAGMS MAY BE CONSTRUCTED AS UNBLOCKED (UNO). D. ALL WALL DIAPHRAGMS SHALL BE CONSTRUCTED AS BLOCKED UNO. E. SHEATHING SHALL BE AS INDICATED IN THE MATERIAL SCHEDULE . F. SHEATHING SHALL BE PLACED WITH THE 8'-0" DIMENSION PERPENDICULAR TO TRUSSES, RAFTERS AND FLOOR JOISTS AND PARALLEL TO STUDS FOR WALL FRAMING, STAGGER JOINTS IN ALL SHEATHING. PANEL END JOINTS SHALL OCCUR CENTERED ON A TRUSS, JOIST OR STUD. ALL SHEATHING ENDS & EDGES SHALL HAVE A MIN. 1/16" AND MAX. 1/8" GAP. METAL CONNECTORS: A. HANGERS FOR JOISTS AND BEAMS SHALL BE AS NOTED ON PLANS. HANGERS SHALL CONFORM TO THE REQUIREMENTS OF THE APPROVED SUPPLIER. B. INSTALL ATTACHMENT TO ACHIEVE MAXIMUM CONNECTION CAPACITY. STRUCTURAL STEEL: GENERAL REQUIREMENTS: A. STRUCTURAL STEEL CONSTRUCTION SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE STANDARDS INDICATED IN THE SCHEDULE. B. ALL BOLTED CONNECTIONS SHALL BE MADE USING 3/4" DIAMETER BOLTS, (UNO) INSTALLED IN ACCORDANCE WITH THE STANDARD REFERENCED IN THE SCHEDULE. MINIMUM OF TWO BOLTS PER CONNECTION. ALL BOLT HOLES TO BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT. ALL BASE PLATE BOLT HOLES TO BE 3/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF ANCHOR ROD. THE TOLERANCES FOR PLACEMENT OF ANCHOR RODS REQUIRED BY THE AISC CODE OF STANDARD PRACTICE SHALL BE MET. C. ALL STEEL SHALL BE SHOP PAINTED WITH A PRIMER. ALL WELDS AND BARE SPOTS SHALL RECEIVE TOUCHUP PAINT. FINISH COAT PAINT TO ARCHITECTURAL DETAILS AND SPECIFICATIONS. D. ALL STRUCTURAL STEEL SURFACES ENCASED IN CONCRETE OR WITH SPRAYED ON FIREPROOFING, SHALL BE LEFT UNPAINTED. ALL STRUCTURAL STEEL SHALL BE FIREPROOFED AS REQUIRED BY ARCHITECTURAL DETAILS. E. CONSTRUCTION DOCUMENTS DEPICT STRUCTURAL STEEL FRAMING WITH ROOF AND FLOOR SLAB/DECK IN FINAL, LATERALLY STABLE CONDITION. DURING ERECTION, APPROVED TEMPORARY BRACING SHALL BE INSTALLED AS REQUIRED TO PREVENT DISTORTION OR DAMAGE TO THE FRAMEWORK DUE TO THE ERECTION FORCES. F. ALL STEEL PERMANENTLY EXPOSED TO EARTH, WITHIN EXTERIOR CAVITY WALLS, EXPOSED TO WEATHER, OR NOTED ON THE DRAWINGS SHALL BE GALVANIZED OR COATED IN ZINC RICH PAINT. G. WHERE BEAMS ARE INDICATED TO BE COMPOSITE WITH CONCRETE FLOOR SLAB ON METAL DECK, PROVIDE INDICATED NUMBER OF 3/4"ø STUDS EQUALLY SPACED ALONG LENGTH OF BEAM (UNO) IF NECESSARY, TWO SHEAR STUDS MAY BE PLACED IN ONE DECK FLUTE. THE HEIGHT OF THE STUDS SHALL BE PER PLAN NOTES. WELDING: A. NO FAILED WELD SHALL BE PERMITTED TO REMAIN IN SERVICE. IT IS THE RESPONSIBILITY OF THE TESTING LABORATORY TO PROVIDE TIMELY NOTICE OF FAILED TESTS TO THE CONTRACTOR. Scale Date Drawn by Checked by Issue Date Studio NYL Structural Engineers www.studionyl.com 2995 Baseline Road #314 Boulder CO 80303 P 303.558.3145 Project Number 3/23/2018 4:01:28 PM12" = 1'-0"3/23/2018 4:01:28 PM322 MILL CREEK CIRCLEVAIL, CO 81657S1.1 GENERAL NOTES TM JL 03/23/2018 BUILDING PERMIT SET 17115 REVISION SCHEDULE # DESCRIPTION DATE 3/23/2018 04/23/18 REVISION CLOUD REVISION TRIANGLE REVISION SYMBOLS ELEVATION MARKER ELEVATION SYMBOL SECTION/ELEVATION/DETAIL VIEW SYMBOLS CONDITION ELEVATION # XX = ####'-##" DETAIL IDENTIFICATION SECTION VIEW STRUCTURAL SHEET NUMBER STRUCTURAL SHEET NUMBER DETAIL IDENTIFICATIO N PLAN VIEW X X-X X X-XX X-X ELEVATION VIEW DETAIL IDENTIFICATION STRUCTURAL SHEET NUMBER GRID-LINE SYMBOL DRAWING REFERENC E MATCHLINE SYMBOL MATCHLINE MATCHLINE DRAWING/VIEW TITLE OR NAME DRAWING SCALE REFERENCE NUMBER PLAN NORTH # " = #'-#" DRAWING VIEW SYMBOL # S#.# S#.# XXXXXXX GL N - DEPRESSION IN FOUNDATION WALLOPEN - SLOPESLOPE - OPENING - RECESS IN SLAB - STEP TO WALL - SPAN DIRECTION - STEP BO WALL - STEP TO WALL & BO WALL - STEP IN SLAB - OPENING IN WALL BELOW - STEP TO LEDGE NOTE: STEP ARROW POINTS TOWARD HIGHER ELEVATION MEMBER SIZE # OF SHEAR STUDS CAMBER AT MID-SPAN OF BEAM. ALL CAMBERS, WHETHER INDUCED OR NATURAL MILL CAMBER, SHALL BE WITH CAMBER UP TOP OF STEEL ELEVATION (IF NOT SHOWN REFER TO PLAN NOTES) W##X## {#} C = #/#" [##] SPAN QUANTITY, IF GREATER THAN ONE MOMENT CONDITION ##'-## #/#" STEEL FRAMING HSS COLUMNSTEEL PIPE OR ROUND HSS COLUMN WOOD BEAM CONDITION: - D = DROPPED - F = FLUSH - H = HEADER - R = RAFTER NOTE: • FRAMING ASSUMED TO BE BEARING CONDITION UNO. HANGER CONDITION B# - ß MEMBER DESIGNATION (SEE SCHEDULE) CANT (#) KSCOMMENTS(#) TKING STUDSTRIMMER STUDS TIMBER FRAMING BUILT UP TIMBER COLUMNB# - ßW##X##STEEL BEAM (SEE STEEL FRAMING) HANGER DESIGNATION (SEE SCHEDULE) # NO HATCH CONCRETE FACE EARTH GROUT/SAND CMU WALL BEARING WALL SHEARWALL WOOD SHEATHING STEEL VOID FORM NO HATCH NO HATCH NO HATCH NO HATCH CUT NO HATCH PLAN NO HATCH NO HATCH NO HATCH NO HATCH NO HATCH MATERIAL N/A * * NOTES: • ALL MATERIALS LISTED ARE NOT NECESARALLY IN THE PROJECT. CONFIRM ALL MATERIALS WITH SECTIONS AND PLANS. • *FLOORS/SLABS IN PLAN MAY VARY DUE TO CHANGES IN GEOMETRY OR ELEVATION. GRAVEL NO HATCH N/A POLYMER/THERMAL BREAK STRUCTURAL ALUMINUM STRUCTURAL GLASS NO HATCH NO HATCH NO HATCH NO HATCH NO HATCH NO HATCH Scale Date Drawn by Checked by Issue Date Studio NYL Structural Engineers www.studionyl.com 2995 Baseline Road #314 Boulder CO 80303 P 303.558.3145 Project Number 3/23/2018 4:01:30 PMAs indicated 3/23/2018 4:01:30 PM322 MILL CREEK CIRCLEVAIL, CO 81657S1.2 ABBR, SYMBOLS, LEGENDS, SCHED TM JL 03/23/2018 BUILDING PERMIT SET 17115 ABBREVIATIONS ABRV DESCRIPTION MISC MISCELLANEOUS NA NOT APPLICABLE NOM NOMINAL NS NEAR SIDE NTS NOT TO SCALE NWC NORMAL WEIGHT CONCRETE O/F OUTSIDE FACE OC ON CENTER OD OUTSIDE DIAMETER OPP OPPOSITE PERIM PERIMETER PERP PERPENDICULAR PJP PARTIAL JOINT PENETRATION PL PLATE PRELIM PRELIMINARY R RADIUS REINF REINFORCEMENT REQD REQUIRED RO ROUGH OPENING SCHED SCHEDULE SCJ SAW CUT JOINT SCL STRUCTURAL COMPOSITE LUMBER SECT SECTION SIM SIMILAR SL SNOW LOAD SOG SLAB ON GRADE SOMD SLAB ON METAL DECK SPEC SPECIFICATIONS STAG STAGGERED STD STANDARD STL STEEL STRUCT STRUCTURAL SW SHEARWALL T&B TOP & BOTTOM T&G TONGUE & GROOVE TBD TO BE DETERMINED TDP TOP OF DRILLED PIER TEMP TEMPORARY THK THICKNESS THRU THROUGH TO TOP OF TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/ WITH W/IN WITHIN W/O WITHOUT WL WIND LOAD WP WORKING POINT WWF WELDED WIRE FABRIC ℓd DEVELOPMENT LENGTH ℓdh HOOKED DEVELOPMENT LENGTH ABBREVIATIONS ABRV DESCRIPTION EA EACH EF EACH FACE EFP EQUIVALENT FLUID PRESSURE ELEV ELEVATION ENGR ENGINEER EQ EQUAL(LY) EW EACH WAY EXP EXPANSION FLG FLANGE FS FAR SIDE FTG FOOTING GA GAGE GALV GALVANIZED GL GRID LINE GSN GENERAL STRUCTURAL NOTES HAS HEADED ANCHOR STUD HF HEM FIR HGR HANGER HORIZ HORIZONTAL HSS HOLLOW STRUCTURAL STEEL IF INSIDE FACE ISO ISOLATION JST JOIST JT JOINT LAW LENGTH AFTER WELDING LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LONGITUDINAL LWC LIGHT WEIGHT CONCRETE MAX MAXIMUM MCJ MASONRY CONSTRUCTION JOINT MECH MECHANICAL MEP MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM ABBREVIATIONS ABRV DESCRIPTION (E) EXISTING AB ANCHOR BOLT ADJ ADJUSTABLE ALT ALTERNATE ARCH ARCHITECT BF BRACED FRAME BLKG BLOCKING BLW BELOW BM BEAM BO BOTTOM OF BP BASEPLATE BPL BENT PLATE BRDG BRIDGING BRG BEARING BS BOTH SIDES BTM BOTTOM BTWN BETWEEN CANT CANTILEVER CENT CENTER(ED) CFMF COLD-FORMED METAL FRAMING CIP CAST IN PLACE CJ CONTROL JOINT CJP COMPLETE JOINT PENETRATION CL CENTERLINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CONT CONTINUOUS COORD COORDINATE DET DETAIL DF DOUGLAS FIR DIAG DIAGONAL DIM DIMENSION DL DEAD LOAD DWL DOWEL 5. SLUMP SHALL BE CONSISTENT WITH EACH MIX TYPE 4. FOR CONCRETE PLACED BY PUMPING PROVIDE CONCRETE MIX FLOWABILITY TO FACILITATE PUMPING. 3. FOR DRILLED PIERS CASED DURING CONSTRUCTION PROVIDE CONCRETE MIX WITH FLOWABILITY TO PREVENT ARCHING WHEN CASING IS PULLED. 2. TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR ± 1.5%. 'NP' IN COLUMN INDICATES ADDITION OF ENTRAINED AIR IS NOT PERMITTED. 1. AGGREGATE SIZE SHALL COMPLY WITH ASTM C33 OR ASTM 330. CONCRETE MIX INTENDED USE 28 DAY STRENGTH fc (KSI)CONCRETE WEIGHTMAX. W/C RATIO, INCLUDING FLY ASHMAX AGGREGATE SIZE, NOTE #1TOTAL AIR CONTENT (%), NOTE #2CEMENT TYPEEXPOSURE CATEGORY (UNO)FOOTINGS 4 NWC 0.45 3/4" 5 I / II F0, C1 GRADE BEAMS, TIE BEAMS, BASEMENT WALLS 4 NWC 0.45 3/4" 5 I / II F0, C1 ALL CONCRETE EXPOSED TO WEATHER OR DEICERS: [eg: PARKING STRUCTURES, LOADING DOCKS, SITE WALLS] 4.5 NWC 0.40 3/4" 6 I / II F3, C1 INTERIOR SLAB ON GRADE 4 NWC 0.45 1" NP I / II F0, C0 CONCRETE COVER CASE COVER COLUMNS, GIRDERS & BEAMS 1 1/2" CONCRETE PLACED AGAINST EARTH 3" CONCRETE PLACED IN FORMS, EXPOSED TO WEATHER OR EARTH 2" CONCRETE PLACED IN VOID FORMS WITH MASONITE OR PLYWOOD COVERING 2" JOISTS 1 1/2" SLAB OR WALLS NOT EXPOSED TO EARTH OR WEATHER 1" • #14 & #18 BARS SHALL BE BEND TESTED & LAB APPROVED PRIOR TO BENDING. • ALL BENDS SHALL BE MADE COLD. • ALL REINF FABRICATION PER LATEST EDITION OF "ACI DETAILING MANUAL. • ALTERNATE LOCATION OF HOOKS IN COLUMN TIES BY 90° @ EACH LEVEL. PRINCIPAL REINFORCING •MULTIPLY ℓd BY 1.3 FOR LIGHTWEIGHT CONCRETE & "TOP BARS" ℓd BY 1.5 FOR EPOXY COATED REINF. • REINF BARS IN SLABS AND WALLS SHALL HAVE A YIELD STRENGTH OF 60 KSI. A FULL MECHANICAL CONNECTION OR FULL WELDED SPLICE MAY BE SUBSTITUTED FOR LAP SPLICES. ALL SPLICES SHALL DEVELOP IN TENSION OR COMPRESSION AT LEAST125% OF THE SPECIFIED YIELD STRENGTH f'y OF THE BAR. SUBMIT ANY SUBSTITUTION TO THE ENGINEER FOR APPROVAL. • CLASS "B" SPLICE = 1.3 ℓd • CLASS "A" SPLICE = 1.0 ℓd • HOOKED = HOOKED DEVELOPMENT LENGTH (ℓdh) • BASIC = BASIC DEVELOPMENT LENGTH (ℓd) REINFORCING BEND, DEVELOPMENT LENGTH & SPLICE BAR SIZE D1 D2 f'c= 3,000 PSI f'c= 4,000 PSI f'c= 5,000 PSI f'c= 6,000 PSI f'c= 8,000 PSI BASIC HOOKED BASIC HOOKED BASIC HOOKED BASIC HOOKED BASIC HOOKED #4 6d 4d 22" 11" 20" 10" 18" 9" 17" 8" 14" 7" #5 6d 4d 28" 14" 24" 12" 22" 11" 21" 10" 18" 9" #6 6d 6d 33" 17" 29" 15" 27" 13" 25" 12" 21" 10" #7 6d 6d 48" 20" 42" 17" 38" 15" 34" 14" 30" 12" #8 6d 6d 55" 22" 48" 19" 43" 17" 39" 16" 33" 14" #9 8d 8d 62" 25" 54" 22" 48" 19" 44" 18" 38" 15" #10 8d 8d 69" 28" 60" 24" 53" 22" 49" 20" 42" 17" #11 8d 8d 76" 31" 66" 27" 59" 24" 54" 22" 47" 19" STANDARD SYMBOLS MISCELLANEOUS SYMBOLS STANDARD FRAMING PLAN DESIGNATIONS STANDARD HATCH PATTERNS SHEATHING DIAPHRAGM TYPE NAILS @ EDGES @ INTERMEDIATE SUPPORTS ROOF 23/32" APA (48/24) EXP 1 0.148" ø 6" OC 12" OC EXTERIOR WALL 15/32" APA (32/16) EXP 1 0.148" ø 6" OC 12" OC SHEAR WALL 15/32" APA (32/16) EXP 1 0.148" ø PER SCHED PER SCHED FLOORS 23/32" (48/24) T&G APA EXP 1 0.148" ø 6" OC 12" OC REVISION SCHEDULE # DESCRIPTION DATE • TREATED SILL PLATE AT FOUNDATION WALLS SHALL BE (1) 2x6 HF#2 UNLESS NOTED OTHERWISE. • STUDS/POSTS SHOWN AT FOUNDATION WALLS SHALL BE OF STUD GRADE UNLESS NOTED OTHERWISE. • WHERE THE ENDS OF TWO DIFFERENT SHEARWALLS INTERSECT, THE MORE STRINGENT STRAP AND ANCHOR SHALL APPLY. • REQUIRED STUDS AT ENDS OF TWO DIFFERENT SHEARWALLS MAY BE TRIMMER STUDS, KING STUDS, OR CORNER STUDS. • STAPLES ARE NOT AN ACCEPTABLE FASTENTER ALTERNATIVE AT SHEARWALLS NOTED. • ALL ANCHOR RODS SHALL BE SECURED IN PLACE PRIOR TO POURING CONCRETE PER THE GENERAL NOTES. • ALL STRAPS, ANGLES, PLATES, AND HOLD-DOWNS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. • SILL PLATE ANCHOR RODS SHALL HAVE MINIMUM 8" EMBEDMENT INTO CONCRETE FOUNDATION WALL AND HAVE A 2" HOOK (J-BOLTS). • SHEATHING TO BE 15/32" OSB GRADE EXPOSURE 1. SHEARWALL TYPE SPACING (GGN WD-09/23) STUDS @ PANEL EDGES STUDS @ EA END OF SW TOP OF SW NAILING (GGN WD-09/23) STRAP @ EA END OF SW TO SW BLW (GGN WD-01) BTM OF SW NAILING (GGN WD-09/23) HOLD-DOWN @ EA END OF SW (@CONC FND WALL) (GGN WD-39) ANCHOR BOLTS (GGN WD-13) SHOT PIN SPACING (GGN WD-24) EXTERIOR WALLS NOT NOTED AS SW 6" @ EDGES, 12" IN FIELD (1) 2x6 (1) 2x6 10d TOE-NAIL @ 6" OC N/A 16d FACE-NAIL @ 8" OC N/A 5/8" @ 24" OC 8" OC SW1 4" @ EDGES, 12" IN FIELD (1) 2x6 (2) 2x6 10d TOE-NAIL @ 6" OC CMST 14 (30" END LENGTH, 10d NAILS) 16d FACE-NAIL @ 8" OC HDU2-SDS2.5 (5/8"Ø A.B. W/ MIN 12" EMBED TO FDN BLW) 5/8" @ 24" OC 6" OC 3/23/2018 04/23/18 AAA A AAA A A A A A A A AACONT HORZ REINF PROVIDE CORNER REINF TO MATCH CONT HORZ REINF AT CORNERS LAP W/ WALL REINF PER SPLICE SCHEDULE CLASS B SPLICE CLASS B SPLICE CLASS B SPLICECLASS B SPLICECLASS B SPLICECONT HORIZ REINF PROVIDE CORNER REINF TO MATCH CONT HORZ REINF @ CORNERS. LAP W/ WALL REINF PER SPLICE SCHEDULE STD HOOK CONT HORIZ REINF PROVIDE CORNER REINF TO MATCH CONT HORIZ REINF @ CORNERS, LAP W/ WALL REINF PER SPLICE SCHEDULE CLASS B SPLICE C L A S S B S P LIC E PROVIDE CORNER REINF TO MATCH CONT HORIZ REINF @ CORNERS, LAP W/ WALL REINF PER SPLICE SCHEDULE OUTSIDE FACE CLASS B SPLICE CLASS B SPLICE CONT HORIZ REINF CLASS B SPLICESTD HOOK CONT HORIZ REINF PROVIDE CORNER REINF TO MATCH CONT HORIZ REINF @ CORNERS, LAP W/ WALL REINF PER SPLICE SCHEDULE, ALTERNATE HOOK DIRECTION OUTSIDE FACE CLASS B SPLICECLASS B SPLICE CONT HORIZ REINF PROVIDE CORNER REINF TO MATCH CONT HORIZ REINF @ CORNERS, LAP W/ WALL REINF PER SPLICE SCHEDULE OUTSIDE FACE • SUBMIT ALL PROPOSED CONSTRUCTION JT LOCATIONS TO STRUCT ENG FOR REVIEW & APPROVAL TWO WEEKS PRIOR TO CONC POUR CENTERLINE OF CONSTRUCTION JT LOCATE IN MIDDLE THIRD OF SPAN OF GRADE BM & A MIN OF 3' FROM CORNER IN FDN WALLS POUR 2 POUR 1 HORIZ REINF CONT THROUGH JT UNO 2" HORIZ KEYS @ 12"OC VERT FTG WHERE APPLICABLE STAGGER JT MIN DEPTH OF FTG SCHEDULEPERCLASS B SPLICECLR2"HORIZ REINF VERT REINF U-BAR REINF SAME SIZE & SPACING AS HORIZ REINF • PROVIDE 3" COVER WHERE CAST AGAINST EARTH • 2" COVER WHERE FORMED • MIN STEP RUN = 2X STEP RISE • MAX STEP RISE = 36" NATURAL EARTH CUT6" FTG THICKNESS CORNER REINF SIZE & QUANTITY TO MATCH LONG REINF 1 1 #5 TYP TYP 2" CLRPILASTER WIDTH PILASTER LENGTHWALL WIDTH • PROVIDE PILASTER REINF IN ADDITION TO STD WALL REINF • PROVIDE (3) #3 OR (2) #4 CLOSED TIES W/I TOP 5" OF PILASTER • SIZE & REINF PER SCHEDULE 1/4 dPERPLAN"ZIP" OR SAWCUT JT. FILL W/ EPOXY JT FILLER SLAB REINF PER PLAN 1/2" COMPRESSIBLE MATERIAL JT FILLER VAPOR BARRIER IF REQD BY ARCH PAINT FIRST POUR W/ BOND BREAKER 1X2 KEYED JT • PROVIDE CONTROL JT TO DIVIDE SLAB INTO GRID OF NO MORE THAN 225 SQ FT OR AS INDICATED ON PLAN WITH JT SPACED NO MORE THAN 15 FT OC (UNO) & NO SIDE MORE THAN 1 1/2 TIMES GREATER THAN ANY OTHER SIDE COMPACT SUBGRADE OR STRUCT FILL IN COMPLIANCE W/ GEOTECH REPORT 1 1 TSL PER PLAN TSL PER PLAN • STEP LESS THAN OR EQUAL TO SLAB THICKNESS SOG & REINF PER PLAN 1 1 TSL PER PLAN TSL PER PLAN STEP GREATER THAN SLAB THICKNESSVARIESSOG & REINF PER PLAN CONTRACTOR MAY BANK FORM BENT REINF TO MATCH WALL VERT REINF EXTEND 3' INTO SLAB T&B CONC WALL WIDTH & REINF PER PLAN 1 1 BEVELED KEYWAY OR INTENTIONALLY ROUGHEN SURFACE TO 1/4" AMPLITUDE. SURFACE SHALL BE CLEAN & FREE OF LAITANCE. THICKENED SLAB EDGEWIDTH MATCH WALL EQ EQ BEVELED KEYWAY OR INTENTIONALLY ROUGHEN SURFACE TO 1/4" AMPLITUDE. SURFACE SHALL BE CLEAN & FREE OF LAITANCE SLAB ON GRADE & REINF PER PLAN MIN 6"PER ARCH(8" MAX)SLAB REINF PER PLAN TSL PER PLAN #4 CONT #4 @ 16" OC SPLICE CLASS A • SEE PLANS FOR BASE PL SIZE & CONFIGURATION 8" 2'-0"1'-0"FLOOR SLAB 3/4" MIN NON- SHRINK GROUT (INSTALLED AFTER POST IS PLUMB & LEVELED) BASE PL 3/4"ø MIN ANCHOR RODS W/ HEAVY HEX NUT @ ENDS, TACK WELD NUT TO ROD (3) #5 EW, BTM2" MIN• REQD EMBEDMENT DEPTH PER BASE PL DETAILS • FOUNDATION SIZE & REINF PER PLANS 3/4" MIN (INSTALLED AFTER COL PLUMB AND LEVELED) HEADED ANCHOR RODS 2" MIN PROTRUSION ABOVE BASE PLT BASE PLT CLASS B SPLICE CLASS B SPLICEHAIR PINS WHEN BRACE FRAME BASE PL OCCURS BRACE FRAME BASE PL WHERE OCCURS END FRAME CORNER FRAME CLASS B SPLICE• HAIR PIN TO MATCH SIZE & SPACING OF HORIZ WALL REINF CONC FOUNDATION WALL DWL TO MATCH WALL VERT REINF W/ STD HOOKED ENDS EXTEND TO BTM REINF. PLACE DWL IN SAME WALL FACE AS VERT REINF. ALT HOOK DIRECTION CONT CONC STRIP FTG, SEE PLANS FOR DIMS & REINF TYP 2" CLR 3" CLRCONTROL OR CONSTRUCTION JT PER GGN CT-11, W/ MAX SPACING PER GEOTECH CORNER OF SLAB 1/2" ISO JT 3 " 3 " 3 "CIRCULAR ISO JT ARE ACCEPTABLE BASEPLATE (1) #4 NOSING REINF 6" #4 @ 12" OC EA WAY(OVERLAP EA END 3'-0" W/ WWF)PLANPERPLANPERPER ARCHPER ARCH • TREAD/RISER DIMENSIONS & STAIR PROFILE PER ARCH WWF WWF NATURAL EARTH CUT #4X4'-0" LONG ALL AROUND EACH FACE TYP2" CLRMA X 10"ø HO LE PVC PIPE SLEEVE, CIP COORD SIZE W/ MEP INTERRUPTED REINF 'U' REINF TO MATCH SIZE OF CONC REINF ADD 1/2 OF PARALLEL INTERRUPTED REINF AT EA SIDE OF OPENING BUT NOT LESS THAN (1) #5 EF WHERE NOT POSSIBLE TO MAINTAIN CLASS B SPLICE PAST OPENING HOOK REINF TO OBTAIN DEVELOPMENT LENGTH • NO OPENING IN CONC IS TO BE LOCATED CLOSER THAN 30" FROM COL FACE UNLESS APPROVED BY THE STRUCT ENGR. • INDIVIDUAL OPENINGS SHALL BE NO CLOSER TO ADJACENT OPENING THAN 2'-0". SECTION A-A 2'-0" MAX CLASS B SPLICE CL TOS PER PLAN 1/2" SECTION A-A EMBED ELEVATION LAW SHEAR CONNECTION WIDTH EQ3" MIN EMBED PER SCHEDULE BM PER PLAN TRIM FLG T&B, AS REQD FOR FIELD WELDING CLEARANCES HAS PER SCHEDULE 2"LENGTHTOS PER PLAN 1/2" HAS LAW PER SCHEDULE MIN 2"EQ(3" MIN)4"MINEMBED PL PER SCHEDULE, ADDITIONAL INFORMATION PER CT-29 PJP REINF AT CORNERS PER CT-01 EMBED PL PER CT-29 WHEN BM EXIST @ BOTH FACES, PROVIDE 2ND ROW OF HAS OFFSET HAS VERT 1" TO CLEAR PERP STUDS WHEN ONE BM EXISTS AT CORNER CONSTRUCT TYP EMBED & CONT 90° EMBED AROUND CORNER W/ HALF OF THE AMOUNT OF HAS NOTED IN SCHEDULE. BM PER PLAN EQ (3" MIN) EQ (3" MIN) TYP 2"2" CLEMBED PL WIDTHEMBED PL LENGTH PER PLANWALLWIDTH 2PER PLAN WALL WIDTH 1 SECTIONA-AEMBED PLTHKHAS LAWHAS PER GGN ST-13 WALL WIDTH (1 OR 2) EMBED PL PER SCHEDULE EMBED WIDTH TO MATCH WALL WIDTH UNO EMBED PLT WIDTH TYP3/8EMBED PLLENGTHHAS PER SCHEDULEEMBED PLTHKHASLAWWALL WIDTH PER PLAN EMBED PL WIDTH TYP 2"3" MINTYPCTR EMBED IN WALL & BLW COL UNLESS @ EDGE OF WALL THEN PLACE EDGE OF EMBED FLUSH W/ EDGE OF WALL. Scale Date Drawn by Checked by Issue Date Studio NYL Structural Engineers www.studionyl.com 2995 Baseline Road #314 Boulder CO 80303 P 303.558.3145 Project Number 3/23/2018 4:01:34 PMAs indicated 3/23/2018 4:01:34 PM322 MILL CREEK CIRCLEVAIL, CO 81657S1.3 GRAPHICAL GENERAL NOTES TM JL 03/23/2018 BUILDING PERMIT SET 17115 CONCRETE (CT-##) NTS CORNER REINF IN CONCRETE WALL (DBL) CT-01 NTS CORNER REINF IN CONCRETE WALL (DBL) CT-02 NTS CORNER REINF IN CONCRETE WALL (DBL) CT-03 NTS CORNER REINF IN CONCRETE WALL (SINGLE) CT-04 NTS CORNER REINF IN CONCRETE WALL (SINGLE) CT-05 NTS CORNER REINF IN CONCRETE WALL (SINGLE) CT-06 NTS FOUNDATION WALL CONSTRUCTION JOINT CT-07 NTS FOUNDATION WALL CT-08 NTS STEP FOOTING CT-09 NTS PILASTER REINF IN CONCRETE WALL CT-10 NTS SOG CONSTRUCTION, CONTROL, & ISO JOINTS CT-11 NTS SOG STEP CT-12 NTS SLAB ON GRADE CURB CT-13 NTS THICKENED SLAB @ STAIR SUPPORT POST CT-19 NTS STEEL BASEPLATE ANCHORS CT-20 NTS HAIR PIN REINF @ BRACE FRAME CT-21 NTS STRIP FOOTING CT-22 NTS COLUMN ISOLATION JOINT CT-25 NTS SOG CONC STAIR/LANDING CT-26 NTS CONC PENETRATION REINF CT-27 NTS CONCRETE OPENING REINF WALLS/SLABS CT-28 NTS BEAM EMBED @ FACE OF WALL CT-29 NTS BEAM TO EMBED @ FACE OF WALL W/ LEDGE CT-30 BEAM TO EMBED PLATE ON FACE OF WALL SCHEDULE CONNECTING MEMBER EMBED PLATE DIMENSIONS HAS THICKNESS WIDTH LENGT H QTY Ø LAW C8, W8, C10 OR W10 3/4" 10" 12" 4 3/4" 6" C12, W12 OR W14 3/4" 10" 14" 4 3/4" 6" W16 3/4" 10" 16" 6 3/4" 6" W18 3/4" 20" 18" 9 3/4" 6" PROVIDE (2) VERT LINES OF HAS IN 10" PL & (3) LINES IN 20" PL 3/4" = 1'-0"1 BEAM TO EMBED PLATE PLAN @ CORNER 3/4" = 1'-0"2 EMBED @ TO WALL - L SHAPE L SHAPE EMBED PLATE ON TOP OF WALL... CONNECTING MEMBER EMBED PLATE DIMENSIONS HAS THICKNESS WIDTH LENGT H QT Y Ø LAW BASEPLATE @ CORNER 3/4" 12" 12" 5 3/4" 6" BASEPLATE @ CORNER W/ GUSSET 3/4" 24" 24" 5 3/4" 6" 3/4" = 1'-0" 3 EMBED @ TO WALL - RECTANGULAR EMBED PLATE ON TOP OF WALL SCHEDULE CONNECTING MEMBER EMBED PLATE DIMENSIONS HAS THICKNES S WIDTH LENGT H QTY Ø LAW BASEPLATE @ WALL 3/4" 8" 16" 4 3/4" 6" BASEPLATE @ WALL (OFFSET) 3/4" 8" 13" 4 3/4" 6" REVISION SCHEDULE # DESCRIPTION DATE 3/23/2018 04/23/18 CLASS B SPLICESTD HOOK CONT HORIZ REINF PROVIDE CORNER REINF TO MATCH CONT HORIZ REINF @ CORNERS, LAP W/ WALL REINF PER SPLICE SCHEDULE, ALTERNATE HOOK DIRECTION OUTSIDE FACE CLASS B SPLICECLASS B SPLICE CONT HORIZ REINF PROVIDE CORNER REINF TO MATCH CONT HORIZ REINF @ CORNERS, LAP W/ WALL REINF PER SPLICE SCHEDULE OUTSIDE FACEBEAMGAGETYP3/16EQEQ TYP 1 1/2" (4) 3/4" THREADED RODS CTR EMBED IN WALL & BLW BM UNLESS @ EDGE OF WALL THEN PLACE EDGE OF EMBED FLUSH W/ EDGE OF WALL. EMBED PER GGN CT-33 GROUT (3/4" MIN) • CORES TO BE SPACED WITH A CLEAR DISTANCE EQ TO THE LARGEST ADJACENT CORE • CORES LARGER THAN 4"ø ARE NOT PERMITTED IN ANY STRUCT REINF CONC WALLS OR SLABS • DO NOT CUT REINF, SCAN WITH PACHOMETER OR X- RAY PRIOR TO CORING TO AVOID REINF • COORD CORE LOCATIONS W/ MECH d d • SIZE OF FILLET WELDS PER GGN ST-01, UNO. STIFFENER PLATES END PLATES 3 SIDES 3 SIDES "k1"+1/4" 3/8" PLT (UNO) PL THK TO MATCH FLG THK, UNO. • SIZE OF FILLET WELDS PER GGN ST-01, UNO. PJP 3/16" PLT MIN PJP 3 SIDES EXPOSED END OF HSS OR PIPE COLUMN BASE & CAP PLATES PJP MIN1/4"PJP CONT ANGLE OR BENT PLATE BUTT ANGLES TOGETHER CL 'A' 3" 1 1/2""k"+1 1/4"(3" MIN)TOS PER PLANTOS PER PLAN 'L'BM PER PLAN CL CL 3/4"X [NOMINAL FLG WIDTH] +3/4" PL, WELD PL TO COL PER ST-03, (OPTIONAL ERECTION BOLTS TO BE REMOVED AFTER FIELD WELD) STIFFENER PER GGN ST-02 BS BS 3/4"X [NOMINAL FLG WIDTH] -3/4" PL COL PER PLAN CL 3/4"X [NOMINAL FLG WIDTH] +3/4" PL, WELD PL TO COL PER ST-03, (OPTIONAL ERECTION BOLTS TO BE REMOVED AFTER FIELD WELD) CL STIFFENER PER GGN ST-02 BS 3/4"X [NOMINAL FLG WIDTH] -3/4" PL 3 SIDES TYP COL PER PLAN CJP T&B FLG BM PER PLAN SHEAR CONNECTION PER GGN ST-16 HSS PER PLAN (1) 2X WOOD PL HILTI X-U (0.157 ø) SHOT PINS W/ 36MM WASHERS @ 16" OC, STAGGERED. (1) 1/2"ø THROUGH BOLTS OR WELDED THREADED RODS @ 32" OC, STAGGERED COUNTERSINK AS NEEDED PACK OUT WITH PLYWOOD OR DIM LUMBER (NOT OSB) FLUSH TO EDGE OF FLG FULL BRG @ BTM FLG BEVEL @ ROOT RADIUS (2) ROWS SOLID BLKG ADJACENT TO COL SPANNING JST TO JST FOR (3) JST SPACES, CENTERED ON COL (2) ROWS SOLID BLKG ADJACENT TO COL JST COL (BLOCK OUT COL WEBS, IF APPLICABLE) JST DIAPHRAGM NAILING TO BLKG SCL COL SILL PL SOLID SCL BKG BETWEEN COL, MATCH COL DIMENSIONS DOUBLE TOP PL SCL COL SHEATHING PER PLAN JST PER PLAN 2X TREATED PL W/ 5/8" ø AB @ 24" OC, EMBED 8" MIN SIMPSON H3 WALL PER PLAN, REINF PER SCHEDULE JST WEB STIFFENER PER MFR, GGN WD-33 RIM PER SCHEDULE 2" MIN PROJECTIONRIM TO TOP PLT CONNECTION TYPICAL NAIL CONVERSIONS PENNY WEIGHT ø 8d 10d 16d 20d 0.131" 0.148" 0.162" 0.192" 1 1/2"MIN2 1/2" 3" 3 1/2" 4" NAIL DIMS LENGTH ADDITIONAL STUD FOR INTERIOR GYPBOARD (2) STUDS SINGLE STUD TO DOUBLE STUD EDGE NAILING ADDITIONAL STUD FOR INTERIOR GYPBOARD EDGE NAILING (2) STUDS SINGLE STUD TO DOUBLE STUD FIELD NAILING CONT HORZ REINF PROVIDE CORNER REINF TO MATCH CONT HORZ REINF AT CORNERS LAP W/ WALL REINF PER SPLICE SCHEDULE CLASS B SPLICE CLASS B SPLICE CLASS B SPLICECLASS B SPLICECLASS B SPLICECONTINUOUS HORZ REINF PROVIDE CORNER REINF TO MATCH CONT HORZ REINF @ CORNERS. LAP W/ WALL REINF PER SPLICE SCHEDULE STD HOOK CONT HORIZ REINF PROVIDE CORNER REINF TO MATCH CONT HORIZ REINF @ CORNERS, LAP W/ WALL REINF PER SPLICE SCHEDULE CLASS B SPLICE CLASS B SPLICEPROVIDE CORNER REINF TO MATCH CONT HORIZ REINF @ CORNERS, LAP W/ WALL REINF PER SPLICE SCHEDULE OUTSIDE FACE CLASS B SPLICE CLASS B SPLICECONT HORIZ REINF SILL PLATE SOLID BLOCKING BETWEEN STUD WALLS OR COLUMNS PER GGN WD-11 DOUBLE TOP PLATE COIL STRAP PER SHEAR WALL SCHEDULE SHEATHING PER PLAN SHEARWALL PER PLAN NOTES FIELD NAILING (FN) EDGE NAILING (EN) CONNECTION @ SOLE PLATE TO RIM/BLOCKING (BTM OF SW NAILING) CONNECTION @ RIM/BLOCKING TO TOP PLATE (TOP OF SW NAILING)JOIST PER PLAN FIELD NAILING (FN) EDGE NAILING (EN) RIM JOIST PER GSN Scale Date Drawn by Checked by Issue Date Studio NYL Structural Engineers www.studionyl.com 2995 Baseline Road #314 Boulder CO 80303 P 303.558.3145 Project Number 3/23/2018 4:01:37 PMAs indicated 3/23/2018 4:01:37 PM322 MILL CREEK CIRCLEVAIL, CO 81657S1.4 GRAPHICAL GENERAL NOTES TM JL 03/23/2018 BUILDING PERMIT SET 17115 NTS CORNER REINF IN CONCRETE WALL (SINGLE) CT-41 NTS CORNER REINF IN CONCRETE WALL (SINGLE) CT-42 NTS BEAM TO EMBED @ TO WALL CT-34 NTS PENETRATIONS IN EXISTING CONCRETE WALL/SLAB CT-36 NTS MINIMUM SIZE OF FILLET WELDS ST-01 NTS PLATES WELDED TO W-SHAPES ST-02 NTS PLATES WELDED TO HSS/PIPE-SHAPES ST-03 NTS DIAPHRAGM CHORD CONNECTION ST-05 NTS SINGLE PLATE CONNECTION ST-16 NTS BEAM TO COLUMN FIELD WELD CONNECTIONS ST-34 NTS BEAM TO COLUMN FIELD WELD CONNECTIONS @ END OF BEAM ST-35 NTS BEAM MOMENT CONNECTION TO HSS COLUMN ST-44 • FOR MATERIAL LESS THAN 1/4" THICK, MAX WELD SHALL BE MATERIAL THK. FOR MATERIAL 1/4" THICK AND... • WELD SIZE IS LEG DIM OF FILLET WELD. SINGLE PASS... MINIMUM SIZE OF FILLET WELDS MATERIAL THICKNESS OF THINNER PART JOINED MIN SIZE OF FILLET WELD TO 1/2" INCLUSIVE 3/16" OVER 1/2" TO 3/4" INCLUSIVE 1/4" OVER 3/4" 5/16" •ALL BOLTS 3/4"ø A325N BOLTS IN STD OR SSLT HOLE,... SINGLE PLATE CONNECTION - GGN ST-16 MEMBER SIZE(S)# OF BOLTS PLT THICK WELD 'A'LENGTH 'L' C8, W8, C10 & W10 2 1/4" 3/16" 5 1/2" C12, W12, W14 3 1/4" 3/16" 8 1/2" C15 & W16 4 1/4" 3/16" 11 1/2" W18 5 1/4" 3/16" 14 1/2" CONCRETE (CT-##) STEEL (ST-##) NTS WOOD PLATE ON STEEL BEAM WD-04 NTS WOOD BLOCKING AT STEEL BEAM WD-05 NTS STL COLUMN BLOCKING @ FLOOR WD-07 NTS SCL COLUMNS THROUGH FLOORS WD-08 NTS WOOD I-JOISTS AT CONCRETE WD-10 NTS NAIL PENETRATION THROUGH SHEATHING WD-11 NTS 2x4 WALL CORNER WD-12 NTS 2x6 WALL CORNER WD-13 WOOD (WD-##) NTS CORNER REINF IN CONCRETE FOUNDATION CT-37 NTS CORNER REINF IN CONCRETE FOUNDATION CT-38 NTS CORNER REINF IN CONCRETE FOUNDATION CT-39 NTS CORNER REINF IN CONCRETE WALL (SINGLE) CT-40 REVISION SCHEDULE # DESCRIPTION DATE NTS CS THROUGH FLOORS WD-01 NTS SHEAR WALL PERP TO JST WD-09 3/23/2018 04/23/18 FLOOR SHEATHING PER PLAN MULTIPLE SCL PER PLAN BUILT PER GGN WD-20 • SEE GSN FOR SHEATHING AND NAILING REQUIREMENTS FLOOR SHEATHING INTERMEDIATE (FIELD) NAILING EDGE (BOUNDARY) NAILING FLOOR JST2X4 BLKG LAID FLAT (IF REQ'D ON PLAN) STRAP/HOLDOWN PER SHEARWALL SCHEDULE TO BM BLW SHEATHING PER PLAN (SLOT FOR STRAP) JST PER PLAN COL/STUD PACK PER PLAN BM PER PLAN BM PER PLAN SHEATHING PER PLAN & ATTACHED PER GSN JST PER PLAN HGR PER PLAN USE WEB STIFFENER PER GGN WD-33 & MFR WALL WHERE APPLICABLE (2) PLY (3) PLY (4) PLY OPTION 1 (4) PLY OPTION 22"2" 2"2" 2"2"2" 2"(2) ROWS 1/2"ø A307 BOLTS @ 16" OC (3) ROWS 1/4"X6" SDS SCREWS @ 12" OC EA SIDE (3) ROWS 0.148"ø 3" LONG NAILS @ 12"OC (3) ROWS 0.148"ø 3" LONG NAILS @ 12"OC EA SIDE SHEATHING PER PLAN JST PER PLAN JST BLKG (I-JST OR 2X TO MATCH JST TYPE & DEPTH)1/2" UNOWALL PER PLAN SIMPSON STC CLIP, EA SIDE. ATTACH TO JST ONLY JST, TRUSS, OR BLKG PER PLAN • FOR USE @ PARTITION WALLS OVER STRUCTURAL FLOORS • NOT FOR USE IN CONJUNCTION WITH WD-23 OPEN (2) KING STUDS MIN EA SIDE OF OPENING, UNO HEADER PER PLAN (2) TRIMMER STUDS MIN EA SIDE OF OPENING, UNO TOP VIEW ELEVATION CENTER SPLICE ON STUD TOP PLATE PER SCHEDULE 0.148"ø @ 12" OC TYP 1'-0" MINIMUM BETWEEN SPLICES 4'-0" • ALTERNATE LOCATION OF SPLICES FOR T&B 2X 1" STUD PACK WALL STUD STUD PACK PER GGN WD-12 OR WD-13 WALL STUD WALL DOUBLE PLT WALL DOUBLE PLT SPLICE NAILING (6) 0.148" NAILS (6) 0.148" NAILS RIM BOARD PER PLAN SIMPSON LSTA24 w/ (18) 0.148"ø NAILS (9 EA SIDE OF SPLICE) WALL STUD SQUASH BLOCK DOUBLE TOP PLT WALL SILL PLT BUILT-UP OR SOLID WOOD COL PER PLAN RIM BOARD FLOOR SHEATHING SQUASH BLOCK DOUBLE TOP PLT • PLAN DIMENSIONS OF SQUASH BLOCK TO MATCH OR EXCEED PLAN DIMENSIONS OF COL ABOVE • COL REPLACES STUD PACK & HOLD DOWN HILTI X-U (0.157"Ø) PAF W/ 36MM WASHER, SPACING PER SHEARWALL SCHEDULE (PIN TO FULLY PENETRATE COL WALL) HSS COL PER PLAN EDGE NAILING PER SHEARWALL SCHEDULE SHEAR WALL PER PLAN WEB STIFFENERS PER MFR & GGN WD-33 FACE MOUNT HGR BM PER PLAN TOP FLG HGR BACKER BLOCK: FOR TOP MOUNT HGR INSTALL TIGHT TO TOP FLG, FOR FACE MOUNT HGR INSTALL TIGHT TO BOT, B/S OF WEB W/ SINGLE I-JST. ATTACH W/ (10) 0.148"ø (3") NAILS, CLINCHED WHEN POSSIBLE DOUBLE I-JST WOOD JST FILLER BLOCK: NAIL W/ (10) 0.148"ø (3") NAILS, CLINCHED. USE (10) 0.162"ø (3 1/2") NAILS FROM EACH SIDE FLOOR SHEATHING PER PLAN BLKG BETWEEN JST JST BEYOND RIM BOARDS PER PLAN SIMPSON LSTA24 w/ (18) 0.148"ø NAILS (9 EA SIDE OF SPLICE) 6'-0" WHERE PLAN CALLS FOR DOUBLE MEMBER RIM JST, STAGGER SPLICES @ 6'-0" MIN WOOD BM WOOD STUD MIN (6) 0.162"ø NAILS EA KING STUD TO BM BUILT-UP OR SOLID POST SEE FRAMING PLAN DOUBLE CONT WOOD TOP PLT SIMPSON CS20 STRAP W/ (10) 0.148"ø NAILS INTO TOP PLATE @ EA SIDE OF BM POCKET WALL STUD SQUASH BLOCK DOUBLE TOP PLT WALL SILL PLT BUILT-UP OR SOLID WOOD COL PER PLAN FLOOR SHEATHING SQUASH BLOCK DOUBLE TOP PLT • PLAN DIMENSIONS OF SQUASH BLOCK TO MATCH OR EXCEED PLAN DIMENSIONS OF COL ABOVE T&B3/16 2"2"2"2/3 D8" MIND2" EQ 2"2" EQ 2"BM PER PLAN 1/4" STL PLT SADDLE COORD ELEV W/ ARCH (6)1/4"Ø SDS SCREWS W/ MIN PENETRATION TO BE [BM WIDTH - 3/4"] OR (2) 3/4" A307 THRU BOLTS BM PER PLAN TOP PLT PER GGN WD-04 FULL PERIM3/16 FULL PERIM 3/16 1/4" STL PLT SADDLE COORD ELEV W/ ARCH BM PER PLAN (6)1/4"Ø SDS SCREWS W/ MIN PENETRATION TO BE [BM WIDTH - 3/4"] OR (2) 3/4" A307 THRU BOLTS 1/4" END PLT TOP PLT PER GGN WD-04 1/4" STL PLT SADDLE (W/ REAR PLT IF SADDLE IS WIDER THAN COL) BM PER PLAN COL PER PLAN (6)1/4"Ø SDS SCREWS W/ MIN PENETRATION TO BE [BM WIDTH - 3/4"] OR (2) 3/4" A307 THRU BOLTSD2/3 D8" MIN2"EQ 2" 2" FULL PERIM3/16 ANCHOR ROD ø AND EMBED LENGTH PER HOLD DOWN MFR NUMBER OF STUDS AT END OF SHEAR WALLS PER SHEARWALL SCHEDULE. NAIL TOGETHER W/ 0.148ø NAILS @ 6" OC HOLD DOWN PER SHEARWALL SCHEDULE. INSTALLED PER MANUFACTURER SPECIFICATIONS NUMBER OF STUDS @ END OF SHEARWALLS PER SHEARWALL SCHEDULE. NAIL TOGETHER W/ 0.1 NAILS @ 6" OC HOLDOWN PER PLAN, INSTALLED PER MFR A307 ROD AS REQ BY MFR1/4 BM PER PLAN HOLDOWN PER PLAN POST/STUD STACK PER SCHEDULE BOUNDRY NAIL TO POST, PER SHEAR WALL SCHEDULE WALL, WHERE OCCURS BOUNDRY NAIL HOLDOWN BELOW (2) 0.162"ø NAILS @ SAME SPACING AS SOLE NAIL HOLDOWN POST/ STUD PACK 0.162"ø NAILS @ SAME SPACING AS SOLE NAIL EDGE NAIL HOLDOWN BELOW H2.5A CONNECTORS LSSU CONNECTORS NOTE: 1. WHERE BIRDSMOUTH OR OTHER CONNECTION IS SPECIFICALLY SHOWN, PROVIDE JST HGR OR SEATS DESIGNED FOR THE SPECIFIC APPLICATION - SIMPSON H2.5A SERIES, LSSU SERIES OR EQUAL SHEATHING BEVEL PLT WEB STIFFENER EA SIDE TIGHT FIT @ BOT (3) 0.131"øX2 1/2" NAILS (CLINCHED) • WEB STIFFENER MATERIAL SHALL BE SHEATHING MEETING THE REQUIREMENTS OF PS 1 OR PS 2 W/ FACE GRAIN VERT • FOR JSTS WIDER THAN 2 1/2" USE (3) 0.135 X 3 1/2" NAILS & EDGE SPACING CHANGES TO 1 1/2" GAP PER I-JOIST MFR 1" 1"SHEATHING SEE PLAN NOTES PANEL EDGE NAIL SHEATHING TO TOP OF WALL EXTEND SHEARWALL SHEATHING TO ROOF/FLOOR STAGGER JOINTS, NAIL PER EXT SHEARWALL OR SHEATH TRUSS & PANEL EDGE NAIL TO TRUSS WEBS JST PER PLAN • IF RAFTER/JST/BM IS ABOVE SHEARWALL, CONTINUE SHEATHING TO UNDERSIDE OF ROOF/FLOOR SHEATHING. IF RAFTER/JST/ BM IS PERP TO SHEARWALL PROVIDE LSL OR LVL BKG BTWN RAFTER/JST/BM FOR EXTENT OF SHEARWALL. SHEATHING PER PLAN SHEARWALL PER PLAN NOTES FIELD NAILING (FN) EDGE NAILING (EN) CONNECTION @ SOLE PLATE TO RIM/BLOCKING (BTM OF SW NAILING) CONNECTION @ RIM/BLOCKING TO TOP PLATE (TOP OF SW NAILING)JOIST PER PLAN FIELD NAILING (FN) EDGE NAILING (EN) RIM JOIST PER GSN (2) BAYS OF TJI BLOCKING @ 32" OC EDGE NAILING PER SHEATHING SCHEDULE Scale Date Drawn by Checked by Issue Date Studio NYL Structural Engineers www.studionyl.com 2995 Baseline Road #314 Boulder CO 80303 P 303.558.3145 Project Number 3/23/2018 4:01:39 PMAs indicated 3/23/2018 4:01:39 PM322 MILL CREEK CIRCLEVAIL, CO 81657S1.5 GRAPHICAL GENERAL NOTES TM JL 03/23/2018 BUILDING PERMIT SET 17115 NTS WALL BEARING ON BEAM PARALLEL TO JOIST WD-14 NTS FLOOR SHEATHING ATTACHMENT WD-16 NTS POST STRAP TO FLOOR BEAM WD-18 NTS WOOD JOIST TO LVL BEAM WD-19 NTS MULTI-PLY BEAM FASTENING WD-20 NTS BLOCKING BETWEEN JOISTS WD-21 NTS SLIP JOINT @ INTERIOR PARTITION WALL WD-22 WOOD (WD-##) NTS OPENING IN WOOD WALL FRAMING WD-26 NTS TOP PLATE SPLICE WD-27 NTS TOP PLATE INTERSECTIONS WD-28 NTS RIM BOARD SPLICE WD-29 NTS EXTERIOR SQUASH BLOCK WD-31 NTS HSS COLUMN AT END OF SHEARWALL WD-24 NTS HANGER CONFIGURATION WD-25 NTS DOUBLE I-JOIST TRANSFER WD-33 NTS WALL BEARING ON BEAM PERPENDICULAR TO JOIST WD-15 NTS DOUBLE RIM BOARDS WD-30 NTS BEAM TO STUD WALL WD-34 NTS INTERIOR SQUASH BLOCK WD-32 NTS STEEL BEAM SUPPORTING TIMBER BEAM WD-36 NTS STEEL COLUMN SUPPORTING TIMBER BEAM WD-38 NTS SHEAR WALL HOLD DOWN @ CONCRETE WD-39 NTS SHEAR WALL HOLD DOWN @ STEEL BEAM WD-40 NTS SHEARWALL HOLDOWN WD-41 NTS SHEAR WALL CORNERS WD-42 NTS SHEARWALL INTERSECTION WD-43 NTS SLOPED RAFTER CONNECTIONS WD-44 NTS I-JOIST WEB STIFFENER ATTACHMENT WD-45 NTS SHEARWALL TO ROOF/FLOOR DIAPHRAGM WD-46 REVISION SCHEDULE # DESCRIPTION DATE NTS SHEAR WALL PARALLEL TO JST WD-23 3/23/2018 04/23/18 AAA. COLUMN LOCATIONS PROVIDED ARE FOR GENERAL LOCATION ONLY. CONFIRM ALL DIMENSIONS WITH PLAN SHEETS. B. COLUMNS NOTATED AS THUS:COLUMN SIZEBP# — XXXTOP CONNECTION BASE CONNECTION LOWER LEVEL LOWER LEVEL 200'-0" 200'-0" GROUND LEVEL GROUND LEVEL 211'-9" 211'-9" MAIN LEVEL MAIN LEVEL 10'-9" 10'-9" UPPER LEVEL UPPER LEVEL 22'-3" 22'-3" ROOF ROOF 38'-7" 38'-7" Column Locations A(-5 3/8")-1(2 3/4") A(-5 1/2")-1(-14'-9 9/16") A(-8'-1 3/16")-1(-14'-10 7/16") A(-10'-0 1/4")-1(2 3/4") A(-2 7/8")-2(4 1/8") A(-2 7/8")-2(6'-7 9/16")A(-3'-7 13/16")-2 A(-2 7/8")-3(2'-7 3/8") A(-2 7/8")-3(-6'-10 3/8") A(-3'-7 13/16")-3(-3'-5 1/2") A(9 1/8")-3C(-5'-10 1/2") A(2'-6 5/16")-3C(-1'-8 5/16") A(3'-1 13/16")-3C B-1(2 3/4") B-1(2 13/16")B-1(-14'-10 7/16") B(6'-1 13/16")-1(2 13/16") B(-3'-8 13/16")-1(1'-11 5/16") B(-3'-8 13/16")-1(-1'-4 3/4") B(2 15/16")-2 B(2 15/16")-3(-3'-5 1/2") B(6'-2")-3(-5'-11 5/8") C(-2'-6 3/16")-1(-14'-10 7/16") C(-1'-7")-1A(-2'-4 5/8") C(-1'-7")-2B(-1'-10 11/16") C(-1'-7")-4(2'-3 5/16") D(-9 15/16")-1(-1'-4 3/4") D(-1'-10 11/16")-1A(-8 15/16") LOWER LEVEL LOWER LEVEL 200'-0" 200'-0" GROUND LEVEL GROUND LEVEL 211'-9" 211'-9" MAIN LEVEL MAIN LEVEL 10'-9" 10'-9" UPPER LEVEL UPPER LEVEL 22'-3" 22'-3" ROOF ROOF 38'-7" 38'-7" Column Locations D-2B D-2B(2 3/4") D-4(-3 1/16") D(-1'-10 11/16")-4(4'-1 5/8") E-2B(2 3/4") E-3(-2 3/4") E-4(-3 1/16")F(2 13/16")-1(2 13/16") F(-3'-2 7/16")-1(-16'-1 1/16") F(-3'-4 7/8")-1A(-4'-4 9/16") F(2 13/16")-3(-2 3/4") F(-3'-4 7/8")-4(4'-1 5/8") AA(2'-11 7/16")-1A(-2'-10 1/8") AA(-3 3/16")-1A(2 11/16") AA(-3 3/16")-2B AA(-3 3/16")-3C(-7'-4 15/16") AA(-3 1/4")-3C(-1'-8 5/16") AA.1-1A(2 11/16") AA.1-3C(-1'-8 5/16") AA.1-3C(-5'-10 1/2") AA.1(-4'-7 3/8")-3C AA.2-1A(2 3/4")AA.2(1'-11 15/16")-2B AA.2-3C(-1'-6 13/16") AA.2(8 5/8")-4(-3 1/8") AA.2(3'-3 11/16")-4(-6'-4 5/8") AA.2(5'-11 5/16")-4(-3 1/8") AA.2(8'-6 3/8")-4(-6'-4 5/8") LOWER LEVEL LOWER LEVEL 200'-0" 200'-0" GROUND LEVEL GROUND LEVEL 211'-9" 211'-9" MAIN LEVEL MAIN LEVEL 10'-9" 10'-9" UPPER LEVEL UPPER LEVEL 22'-3" 22'-3" ROOF ROOF 38'-7" 38'-7" Column Locations AA.2(-1'-1 1/8")-4(-3 1/8")AA.3-1A(2 3/4") AA.3-3C AA.3-3C(-1'-8 5/16") AA.3(3 1/16")-3C(-5'-10 1/2") AA.3-4(-3 1/16")CC(11 7/8")-2B(2 3/4")CC(1'-1 1/4")-2B CC-3C(-2 11/16") DD(2 13/16")-3C(-2 11/16") DD(4 1/4")-3C(-1'-3 1/16") A(3'-9")-AA.1(3'-11 7/16") C(-1'-7")-CC(-7 5/16")D(-2'-0 7/8")-DDHSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4HSS5x5x1/4 HSS4X4X1/4W6X20W6X20W6X20W6X20 W6X20HSS5x5x1/4HSS5x5x1/4HSS5x5x1/4 HSS5x5x1/4HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4HSS5x5x1/4HSS5x5x1/4HSS5x5x1/4W6X20 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 W6X20 W6X20 W6X20W6X20 HSS5x5x1/4HSS5x5x1/4HSS5x5x1/4HSS5x5x1/4 HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS5x5x1/4HSS5x5x1/4HSS5x5x1/4HSS5x5x1/4HSS5x5x1/4HSS5x5x1/4 HSS5x5x1/4HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4HSS5x5x1/4 HSS5x5x1/4HSS5x5x1/4HSS5x5x1/4 HSS5x5x1/4 HSS5x5x1/4 HSS6x4x5/16HSS6x4x5/16 HSS6x4x5/16HSS6x4x5/16HSS5x5x1/4 TOC PER PLAN CL CLSECTION A-A BASEPLATE PLAN CL 1 1/2"7" 1 1/2" 10" 1 1/2"7"1 1/2" (4) 3/4"Ø THREADED ROD THREADED ROD EMBED PLATE & HAS PER DETAIL 3/4" BASEPLATE ON 1 1/2" GROUT TYP ROD TO EMBED3/16 3/16 COL PER PLAN COL PER PLAN 5" 5" Scale Date Drawn by Checked by Issue Date Studio NYL Structural Engineers www.studionyl.com 2995 Baseline Road #314 Boulder CO 80303 P 303.558.3145 Project Number 3/23/2018 4:01:41 PMAs indicated 3/23/2018 4:01:41 PM322 MILL CREEK CIRCLEVAIL, CO 81657S2.0 GRAPHICAL COLUMN SCHEDULE TM JL 03/23/2018 BUILDING PERMIT SET 17115 GRAPHICAL COLUMN SCHEDULE NOTES GRAPHICAL COLUMN SCHEDULE REVISION SCHEDULE # DESCRIPTION DATE 1 1/2" = 1'-0"1 BP-1 3/23/2018 04/23/18 Scale Date Drawn by Checked by Issue Date Studio NYL Structural Engineers www.studionyl.com 2995 Baseline Road #314 Boulder CO 80303 P 303.558.3145 Project Number 3/23/2018 4:01:42 PM3/23/2018 4:01:42 PM322 MILL CREEK CIRCLEVAIL, CO 81657S2.1 FOUNDATION ISOMETRIC VIEWS TM JL 03/23/2018 BUILDING PERMIT SET 17115 1 FOUNDATION NE 2 FOUNDATION NW 3 FOUNDATION SE 4 FOUNDATION SW REVISION SCHEDULE # DESCRIPTION DATE NOTE: ISO VIEWS ARE FOR GRAPHICAL REPRESENTATION ONLY. USE PLANS AND DETAIL INFO ONLY. 3/23/2018 04/23/18 Scale Date Drawn by Checked by Issue Date Studio NYL Structural Engineers www.studionyl.com 2995 Baseline Road #314 Boulder CO 80303 P 303.558.3145 Project Number 3/23/2018 4:01:47 PM3/23/2018 4:01:47 PM322 MILL CREEK CIRCLEVAIL, CO 81657S2.2 FRAMING ISOMETRIC VIEWS TM JL 03/23/2018 BUILDING PERMIT SET 17115 1 FRAMING NE 2 FRAMING NW 3 FRAMING SE 4 FRAMING SW REVISION SCHEDULE # DESCRIPTION DATE NOTE: ISO VIEWS ARE FOR GRAPHICAL REPRESENTATION ONLY. USE PLANS AND DETAIL INFO ONLY. 3/23/2018 04/23/18 1 2 3 4 A B C D E F 1A 2B 3C AA BB CC 4'-5" 17'-8" 12'-2" 4 '-4" 1 8 '-4"38'-0"20'-5"8'-7 15/16" 1'-10" 4'-7 1/16" 2'-6" 51'-5 "35' -4 " 4' -3" 11'-10" 17'-9 7/16"18'-5 1/8"65°90°DD AA.1 AA.2 AA.3 Scale Date Drawn by Checked by Issue Date Studio NYL Structural Engineers www.studionyl.com 2995 Baseline Road #314 Boulder CO 80303 P 303.558.3145 Project Number 3/23/2018 4:01:47 PM1/4" = 1'-0"3/23/2018 4:01:47 PM322 MILL CREEK CIRCLEVAIL, CO 81657S2.3 GRID PLAN TM JL 03/23/2018 BUILDING PERMIT SET 17115 N 1/4" = 1'-0"1 GRID PLAN REVISION SCHEDULE # DESCRIPTION DATE 3/23/2018 04/23/18 1 2 3 4 A B C D E F 1A 2B 3C AA BB CC 4'-5" 17'-8" 12'-2" 4 '-4" 1 8 '-4"38'-0"20'-5"8'-7 15/16" 1'-10" 4'-7 1/16" 2'-6" 39' -7 "8'-3" 14' -5 1/2 " 10'-6 " 2' -1 1/2" 4' -3" DD 5" SOG AA.1 AA.2 AA.3 1 CW-10 CW-10CW -10 CW-10CW-10CW -10 CW-10CW-10 CW-10CW-10 CW-10 CW-10CW-10 LCW-8CW-8CW-8 CW-8 CW-8 CW-10 CW-10CW-10CW-10 CW-10CW-10F4X4 TO FTG = 199'-5" F4X4 TO FTG = 199'-5" F4X4 TO FTG = 199'-5" F3X3 TO FTG = 199'-5" F3X3 TO FTG = 199'-5" F3X3 TO FTG = 199'-5" F3X3 TO FTG = 199'-5" F4X4 TO FTG = 199'-5" F4X4 TO FTG = 199'-5" F4X4 TO FTG = 199'-5" F3X3 TO FTG = 199'-5" F4X4 TO FTG = 199'-5" F4X4 TO FTG = 199'-5" F3X3 TO FTG = 199'-5" F4X4 TO FTG = 199'-5" P24 P24 P24 P24 16" SOG W/ #5 REINF @ 12" OC EW T&B F-24 TO FTG = 199'-5"F-24TO FTG = 199'-5"F-24 TO FTG = 199'-5" F-24 TO FTG = 199'-5" F-24 TO FTG = 199'-5"F-24 TO FTG = 199'-5" F-105 TO FTG = 199'-5" F-105 TO FTG = 199'-5" F-24 TO FTG = 199'-5" F-24 TO FTG = 207'-9" TO LEDGE: 211'-2" TO WALL: 212'-6" TO WALL: 211'-2" TO LEDGE: 211'-2" TO WALL: 211'-9 3/4" TO WALL: 211'-9 3/4" TO WALL: 212'-6" TO WALL: 211'-8" TO WALL: 211'-8" TO WALL: 211'-1 3/4" TO WALL: 211'-1 3/4" TO WALL: 212'-6"TO WALL: 211'-9 3/4" TO WALL: 212'-6" TO WALL: 212'-6" TO WALL: 212'-3" TO WALL: 212'-0" TO WALL: 214'-9" TO WALL: 211'-7 1/2" TO WALL: 202'-9" CW-10 CW-10 LTO WALL: 211'-7 1/2"5 1/2"4 9/16" 10"10" 6 1/8" 3 7/8"10"5 1/2"4 1/2" 4 1/2" 5 1/2"10"4 1/2" 5 1/2" 10" 10" 4 1/2" 5 1/2" 10"1"9" 10"4 1/2"5 1/2" 10"4 1 /2 " 5 1/2 "4 1/2" 5 1/2"10" 1 0" 10 " 2 1 /4" 5 3 /4"8 "10" 5 3 /4 " 4 1 /4 " 1 0"5 1/2" 4 1 /2 "10" 5" 5 " 10"8"8"8"8" 6 1/2" 4 1/2" 5 1/2" 10"1/2" 9 1/2 " 5 1/2"5 1/2" 4 1/16"10"10"4'-1 13/16"5 7/8" 2 1/8" 9 '-0" 9'-1" 2 STEP FTG PER GGN CT-09 F-72 TO FTG = 202'-6" TO SLAB = 199'-11 1/4" F-72 TO FTG = 202'-6" F4X4 TO FTG = 199'-5" 1 S6.1 OPP 2 S6.1 OPP 9 '-0" 5 '-5 1 /2" STEP FTG PER GGN CT-09 P24 P24 34 S6.1 56 S6.1 #3 REI NF @ 18 " OC EW C ENTER E D IN S LAB #3 REINF @ 18 " O C E W CE NT ER E D IN SLAB #3 RE INF @ 18" O C EW CENT E R ED IN S LA B EXTEND REINF 18" PAST TILE FLOORING EXTEND REINF 18" PAST TILE FLOORING EXTEND REINF 18" PAST TILE FLOORING #3 REINF @ 18" OC EW CENTERED IN SLAB EXTEND REINF 18" PAST TILE FLOORING DEPRESSED SLAB PER ARCH F3X3 TO FTG = 207'-9" F3X3 TO FTG = 207'-9" F4X4 TO FTG = 197'-0" TO SLAB = 198'-11 1/4" 16'-1 1/16"3'-2 7/16" 8 3/16"2" 8'-1 3/16"5 1/2"14'-9 9/16" F3X3 TO FTG = 199'-5" F3X3 TO FTG = 199'-5" F4X4 TO FTG = 199'-5" F3X3 TO FTG = 199'-5" F3X3 TO FTG = 199'-5" Scale Date Drawn by Checked by Issue Date Studio NYL Structural Engineers www.studionyl.com 2995 Baseline Road #314 Boulder CO 80303 P 303.558.3145 Project Number 3/23/2018 4:01:50 PM1/4" = 1'-0"3/23/2018 4:01:50 PM322 MILL CREEK CIRCLEVAIL, CO 81657S3.0 FOUNDATION PLAN TM JL 03/23/2018 BUILDING PERMIT SET 17115 N 1/4" = 1'-0" 1 FOUNDATION PLAN CONCRETE WALL SCHEDULE MARK WIDTH REINF CW-8 8" #7 REINF @ 10" OC VERT CENTERED, #4 REINF @ 16" HORIZ CENTERED CW-10 10" #5 REINF @ 10" OC EF VERT, #4 REINF @ 16" EF HORIZ CW-10 L 10" #5 REINF @ 10" OC EF VERT, #4 REINF @ 16" EF HORIZ ISOLATED FOOTING SCHEDULE MARK LENGTH WIDTH THICKNESS REINF F3X3 3'-0" 3'-0" 1'-4" (3) #5 REINF EW BOT F4X4 4'-0" 4'-0" 1'-4" (5) #5 REINF EW BOT STRIP FOOTING SCHEDULE MARK WIDTH THICKNESS REINFORCING F-24 2'-0" 1'-4" (3) #5 CONT, #4 @ 16" OC TRANS F-72 6'-0" 1'-4" SEE RETAINING WALL DETAIL F-105 8'-9" 1'-4" SEE RETAINING WALL DETAIL FOUNDATION PLAN NOTES • REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. • VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. • VERIFY SITE DATUM WITH ARCHITECTS DRAWINGS. • CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS PRIOR TO CONSTRUCTION. • DETAILS ARE NOT CUT AT EVERY LOCATION THEY OCCUR. IF A CONDITION IS UNCLEAR, CONTACT ARCHITECT IMMEDIATELY BEFORE PROCEEDING. • COORDINATE ALL OPENINGS THROUGH STRUCTURAL MEMBERS W/ ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS. TRIM OPENINGS AS SHOWN ON PLANS. • SEE MECH, ELECT, AND CIVIL DRAWINGS FOR SLEEVE LOCATIONS. PIPES, CONDUITS AND OTHER PENETRATIONS NOT SHOWN SHALL NOT PASS THROUGH MASONRY WALLS AND COLUMNS, CONCRETE WALLS, BEAMS AND COLUMNS OR STEEL BEAMS OR COLUMNS WITHOUT PRIOR APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. • FOR MISCELLANEOUS STEEL NOT SHOWN ON PLANS, SEE GENERAL STRUCTURAL NOTES AND GRAPHICAL GENERAL NOTES • PRELIMINARY ELEVATIONS SHOWN ARE BASED ON INFORMATION PROVIDED BY THE ARCHITECT AND ARE SUBJECT TO CHANGE. • VERIFY EXACT LOCATION OF STEPS, RAMPS, DEPRESSED AND/OR RAISED AREAS OF SLAB-ON-GRADE WITH ARCHITECTURAL DRAWINGS. • SLAB ON GRADE SHALL BE CONCRETE REINFORCED W/ 6x6-W2.1xW2.1 WWF UNO • ALL CONCRETE WALL REINFORCING INDICATED ON PLAN SHALL BE FULL HEIGHT OF WALL UNO. • ALL FOOTINGS TO BE CENTERED ON FOUNDATION WALLS UNO. REVISION SCHEDULE # DESCRIPTION DATE SONOTUBE FOUNDATION SCHEDULE MARK SIZE REINFORCING Ø VERTICAL TIES P24 24" (8) #6 REINF #3 REINF @ 12" OC NOTE: CW-10 CAN HAVE AN 8" WIDTH WITH #7 REINF @ 10" OC CENTERED, #4 REINF @ 16" HORIZ CENTERED 3/23/2018 04/23/18 1 2 3 4 A B C D E F 1A 2B 3C AA BB CC 4'-5" 17'-8" 12'-2" 4 '-4" 1 8 '-4"38'-0"20'-5"8'-7 15/16" 1'-10" 4'-7 1/16" 2'-6" DD OPEN 51' -5 "35'-4 " 4' -3" 11' -10" AA.1 AA.2 AA.3 1 4" JOIST @ 16 " O C 1 4 " J OIS T @ 1 6" OC 14" JOIST @ 16" O C 1 4" JOI ST @ 16" O C 1 4" JOI S T @ 16" OC 14" JOIST @ 16" OC 14" JOIST @ 16" OC 14" JOIST @ 16" OC14" JOIST @ 16" OC 14" JO IST @ 16" OC 14" JOI ST @ 16" OC1 4 " J OI S T @ 16" OC W10X26 {W12X22} 211'-7 1/2"W10X15 {W12X16}211'-7 1/2"W10X15 {W12X16} 211'-7 1/2"W10X15 {W12X16}211'-7 1/2"W10X15 {W12X16} 211'-6"W10X15 {W12X16}211'-7 1/2"W12X26 211'-7 1/2" W10X39 {W 12X 30}211'-7 1 /2"W10X15 {W12X16}211' -7 1/2"W10X68 {W12X53}211' -7 1/2" (3) 14" LVL 211'-6" W10X17 {W12X26} 211'-7 1/2" W10 X 1 5 {W12X 1 6 } 211'-7 1/2 " (2) 14" LVL211 ' -7 1/2" (2) 14 " LVL211' -7 1/2"W10X 15 {W12X16}211' -6 3/4"W10X15 {W12X16}211'-6 3/4"W10X22 {W 12X 19}211' -7" W1 0 X 68 {W12 X 5 3} 211'-7"W8x15211 ' -7" (3 ) 9 1/2" LVL211'-7 " (3) 9 1/2" LVL211'-7 " W1 0 X 2 6 {W12X 2 2} 2 1 1 '-7 1/2" W10X54 [28] 211'-1 1/2"W12X87 [25]211'-1 1/2"W10X45 [22] 211'-1 1/2" W10X45 [22] 211'-1 1/2" W10X15 [8] 211'-1 1/2" W10X15 [8] 211'-1 1/2" W10X15 [8] 211'-1 1/2" W10X45 211'-7 1/2" W1 0 X 7 7 {W12X 5 8} 211'-7" W1 0 X 3 9 {W12X 30 } 211'-7 "HSS5x5x1/4211' -10" {W12X16[8]} {W12X16[8]} {W12X16[8]} {W12X30[14]} {W12X30[14]} {W12X30[14]}{W12X87[25]}4 1/2" NWC ON 3VLI20 METAL DECK (OVERALL 7 1/2" DEPTH)9 1/2 " JOI ST @ 16" OC 9 1/2" JOI ST @ 16" OC9 1/2" JOI ST @ 16" OC PROVIDE GALVANIZED ANGLE ALONG FOUNDATION WALL FOR SLAB BEARING, CONNECT ANGLE TO WALL W/ 3/4"ø X 6" LONG EPOXY ANCHORS @ 18" OC PROVIDE GALVANIZED ANGLE ALONG FOUNDATION WALL FOR SLAB BEARING, CONNECT ANGLE TO WALL W/ 3/4"ø X 6" LONG EPOXY ANCHORS @ 18" OC 6'-2"6'-2"8" STRUCTURAL SLAB OVER 6" VOID FORM #6 REINF @ 12" OC EW BOT #5 REINF @ 12" OC EW TOP 8" STRUCTURAL SLAB OVER 6" VOID FORM #6 REINF @ 12" OC EW BOT #5 REINF @ 12" OC EW TOP 8" STRUCTURAL SLAB OVER 6" VOID FORM #6 REINF @ 12" OC EW BOT #5 REINF @ 12" OC EW TOP PROVIDE BREAK OUT BARS FROM STRUCT SLAB TO 4" SOGOPENC8X13.7C8X13.7 W10X15 211'-7 1/2"Scale Date Drawn by Checked by Issue Date Studio NYL Structural Engineers www.studionyl.com 2995 Baseline Road #314 Boulder CO 80303 P 303.558.3145 Project Number 3/23/2018 4:01:52 PM1/4" = 1'-0"3/23/2018 4:01:52 PM322 MILL CREEK CIRCLEVAIL, CO 81657S3.1 GROUND LEVEL FRAMING PLAN TM JL 03/23/2018 BUILDING PERMIT SET 17115 N 1/4" = 1'-0"1 GROUND LEVEL FRAMING PLAN FRAMING PLAN NOTES • REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. • VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. • VERIFY SITE DATUM WITH ARCHITECTS DRAWINGS. • CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS PRIOR TO CONSTRUCTION. • DETAILS ARE NOT CUT AT EVERY LOCATION THEY OCCUR. IF A CONDITION IS UNCLEAR, CONTACT ARCHITECT IMMEDIATELY BEFORE PROCEEDING. • COORDINATE ALL OPENINGS THROUGH STRUCTURAL MEMBERS W/ ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS. TRIM OPENINGS AS SHOWN ON PLANS. • SEE MECH, ELECT, AND CIVIL DRAWINGS FOR SLEEVE LOCATIONS. PIPES, CONDUITS AND OTHER PENETRATIONS NOT SHOWN SHALL NOT PASS THROUGH MASONRY WALLS AND COLUMNS, CONCRETE WALLS, BEAMS AND COLUMNS OR STEEL BEAMS OR COLUMNS WITHOUT PRIOR APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. • FOR MISCELLANEOUS STEEL NOT SHOWN ON PLANS, SEE GENERAL STRUCTURAL NOTES AND GRAPHICAL GENERAL NOTES • PRELIMINARY ELEVATIONS SHOWN ARE BASED ON INFORMATION PROVIDED BY THE ARCHITECT AND ARE SUBJECT TO CHANGE. • TOP OF STEEL IS NOTED THUS (###'-## ##/##”). • STEEL BEAM SIZES SHOWN HAVE TWO OPTIONS SHOWN AS: OPTION A {OPTION B} • REFER TO GRAPHICAL GENERAL NOTES FOR HEADERS, BEARING STUDS (T, TRIMMER STUDS) AND WIND STUDS (KS, KING STUDS). PROVIDE MINIMUM (2) 2x TRIMMER STUDS UNDER EACH BEAM OR HEADER AND (2) 2x KING STUDS EACH END WHERE NOT NOTED ON PLAN. • WALL STUDS TO BE 2x6 OR 2x8 DF @16" OC PER ARCH REVISION SCHEDULE # DESCRIPTION DATE 3/23/2018 04/23/18 1 2 3 4 A B C D E F 1A 2B 3C AA BB CC 4'-5" 17'-8" 12'-2" 4 '-4" 1 8 '-4"38'-0"20'-5"8'-7 15/16" 1'-10" 4'-7 1/16" 2'-6" DD OPEN 51' -5 "35'-4 " 4' -3" 11' -10" W10X15 {W12X16} 222'-8 3/4" CANT W10X26 {W12X22} 221'-6 1/4" CANT W10X22 {W12X19} 221'-6 1/4" W10X1 7 {W12 X16} 221'-6 1/4" CANT CANT W10X54 {W12X40} 222'-7 1/2"CANT W10X26 {W12X22} 222'-6 1/4" CANT 11 7/8" JOIST @ 16" OC 11 7/8" JOIST @ 16" OC 11 7/8" JOIST @ 16" OC 11 7/8" JOIST @ 16" OC 11 7/8" TJI/210 @ 16" OC 14" TJI/210 @ 16" OC 14" JOIST @ 16" OC W10X22 {W12X19} 222'-7 1/2" W10X17 {W12X16} 222'-7 1/2"W10X15 {W12X16}222'-5 1/2"(3) 11 7/8" LVL 222'-6 3/4" (3) 1 1 7/8" LVL 22 2 '-7 1/2" 14" JOIST @ 16" OC 11 7/8" JOIST @ 16" OC11 7/8" JOIST @ 16" OC W10X19 {W12X16}222'-5 1/2"14" LVL @ 16" OC 14" TJI/210 @ 16" OCW10X60221'-5 1/2"(3) 11 7/8 " LVL 22 2 '-7 1 /2" AA.1 AA.2 AA.3 7 1/4" L VL @ 16" O C 1 4" TJ I/2 10 @ 1 6" OC 1 4 " T J I/2 10 @ 1 6 " O C 7 1/4" L VL @ 1 6" O C 11 7/8" TJI /210 @ 16" OC14" TJI /210 @ 16" OC(3) 11 7/8" LVL222'-9"(3) 11 7/8" LVL 222'-9" W10X54 {W12X40}222'-7 1/2" (3) 11 7/8" LVL (3) 11 7/8" LVL W10X15 {W12X16} 222'-7 1/2" W10X68 {W12X53} 222'-7 1/2" W10X15 {W12X16} 222'-7 1/2"W10X26 {W12X22} 222'-7 1/2" W10X15 {W12X16} 222'-7 1/2" W10X39 {W12X30} 222'-7 1/2" W10 X 60 {W12X 4 5 } 222'-7 1/2 " W10X 1 9 {W12X1 9 } 2 2 2'-7 1/2" W1 0X 2 2 {W12X19 } 2 2 2'-7 1/2" W1 0X 1 5 {W12X16 } 2 22'-7 1/2"W10X17 {W 12X 16}222'-7 1 /2" W1 2 X 6 5 {W12X 65 }2 22'-7 1/2 " W1 0 X 45 {W12 X 3 5} 2 22'-7 1/2 "W12X87 {W12X87 }222' -7 1/2" (3) 11 7/8 " LVL W10 X 15 {W12X 1 6 } 222'-7 1/2 " (3) 1 1 7/8 " LVL W10X15 {W12X16}222'-7 1/2" (2) 14" LV L 222'-7 1/2 "(3) 11 7/8" LVL(2) 14" LVL222'-7 1/2"W10X15 {W12X16}222'-7 1/2" W1 2X 6 5 {W12 X6 5} 2 22'-7 1/2 "W10X15 {W12X16} 222'-7 1/2"W10X15 {W12X16}222'-7 1/2"W10X15 {W12X16} 222'-7 1/2"W10X15 {W12X16} 222'-7 1/2"W10X26 {W12X22} 221'-6 1/4"W10X22 {W12X19} 222'-6"BACK TO BACK C4X6.25 SPACED @ 2' - 0" OC, ALL WELDED CONNECTIONSW10X22W10X22SW1SW1 SW1SW1SW1 SW1SW1 SW1SW1SW1 SW1(3) 11 7/8" LVL (3) 11 7/8" LVL W1 0X39 {W12X30} 222'-7 1/2" (2) 14" LVL(2) 14" LVL1 4 " T J I/2 10 @ 1 6 " O C 14" T J I/21 0 @ 1 6 " O C(2) 14" L V L 1 1 7/8 " T JI /210 - LO W @ 16" OC W10X60 221'-5 1/2" W10X60 221'-5 1/2" 14" TJI/210 @ 16" OC 14" TJI/210 @ 16" OC 14" TJI/210 @ 16" OC 14" TJI/210 @ 16" OC W10X15 222'-7 1/2" TO PLY = 222'-7 3/4" TO PLY = 222'-9 3/4" TO PLY = 222'-9 3/4" TO PLY = 222'-9 3/4" TO PLY = 222'-7 3/4" (3 ) 11 7/8 " LVLTO PLY = 222'-7 3/4"W10X22 {W12X22} 222'-7 1/2" W10X22 {W12X22}222'-7 1/2"STRI NGER PE R ARCH (3) 11 7/8 " LVL 11 7/8" JOI ST @ 16" OC(3) 14" LVL222' -7 1 /2" Scale Date Drawn by Checked by Issue Date Studio NYL Structural Engineers www.studionyl.com 2995 Baseline Road #314 Boulder CO 80303 P 303.558.3145 Project Number 3/23/2018 4:01:54 PM1/4" = 1'-0"3/23/2018 4:01:54 PM322 MILL CREEK CIRCLEVAIL, CO 81657S3.2 MAIN LEVEL FRAMING PLAN TM JL 03/23/2018 BUILDING PERMIT SET 17115 FRAMING PLAN NOTES • REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. • VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. • VERIFY SITE DATUM WITH ARCHITECTS DRAWINGS. • CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS PRIOR TO CONSTRUCTION. • DETAILS ARE NOT CUT AT EVERY LOCATION THEY OCCUR. IF A CONDITION IS UNCLEAR, CONTACT ARCHITECT IMMEDIATELY BEFORE PROCEEDING. • COORDINATE ALL OPENINGS THROUGH STRUCTURAL MEMBERS W/ ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS. TRIM OPENINGS AS SHOWN ON PLANS. • SEE MECH, ELECT, AND CIVIL DRAWINGS FOR SLEEVE LOCATIONS. PIPES, CONDUITS AND OTHER PENETRATIONS NOT SHOWN SHALL NOT PASS THROUGH MASONRY WALLS AND COLUMNS, CONCRETE WALLS, BEAMS AND COLUMNS OR STEEL BEAMS OR COLUMNS WITHOUT PRIOR APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. • FOR MISCELLANEOUS STEEL NOT SHOWN ON PLANS, SEE GENERAL STRUCTURAL NOTES AND GRAPHICAL GENERAL NOTES • PRELIMINARY ELEVATIONS SHOWN ARE BASED ON INFORMATION PROVIDED BY THE ARCHITECT AND ARE SUBJECT TO CHANGE. • TOP OF STEEL IS NOTED THUS (###'-## ##/##”). • STEEL BEAM SIZES SHOWN HAVE TWO OPTIONS SHOWN AS: OPTION A {OPTION B} • REFER TO GRAPHICAL GENERAL NOTES FOR HEADERS, BEARING STUDS (T, TRIMMER STUDS) AND WIND STUDS (KS, KING STUDS). PROVIDE MINIMUM (2) 2x TRIMMER STUDS UNDER EACH BEAM OR HEADER AND (2) 2x KING STUDS EACH END WHERE NOT NOTED ON PLAN. • WALL STUDS TO BE 2x6 OR 2x8 DF @16" OC PER ARCH 1/4" = 1'-0"1 MAIN LEVEL FRAMING PLAN REVISION SCHEDULE # DESCRIPTION DATE 3/23/2018 04/23/18 1 2 3 4 A B C D E F 1A 2B 3C AA BB CC 4'-5" 17'-8" 12'-2" 4 '-4" 1 8 '-4"38'-0"20'-5"8'-7 15/16" 1'-10" 4'-7 1/16" 2'-6" DD 11 7/8" JOIST @ 16" OC TO PLY = 234'-1 3/4" 3/4" PLYWOOD SHEATHING OPEN W10X17 {W12X58}234'-0 1/4"W10X60 {W12X45}234'-1 1/2"W10X15 {W12X16}234'-3"W10X15 {W12X16} 234'-3" (2 ) 14 " L VL 2 34'-3" W10X15 {W12X16} 234'-3"W10X15 {W12X16} 234'-3" (3) 11 7/8" LVL (3) 11 7/8 " LVL W10X22 {W12X19}234' -3"(3) 11 7 /8" LV L (3) 11 7/8" LVL W10X15 {W12X16}234' -1" (3) 11 7/8 " LVL(3 ) 11 7/8 " LVLW8X28 233'-11" W1 0 X 15 {W12X 16 } 2 34'-1"W10X15 {W12X16}234' -1"W1 0 X 3 0 {W12X 2 6} 2 34'-1" W10 X 77 {W12X 5 8 }234'-1 "W10X15 {W12X16}234' -1" W8 X5 8 234'-1" (2) 14" LVL 234'-9" W10X15 {W12X16}234'-1" W10X17 {W12X16} 233'-0 3/8" W10X 7 7 {W12X5 8 } 2 3 4'-1" W10X17 {W12X16} 233'-0 3/8"14" JOIST @ 16" OC14" JOIST @ 16" OCW10X77 {W12X58}234'-3"W12 X 7 2 {W12X 7 2 } 2 34'-1" 9 1/2 " T JI /2 10 @ 1 6 " OC 9 1/2" T J I /2 1 0 @ 1 6 " OC 1 4" JOI S T @ 16" OC 9 1/2" JO IST @ 1 2 " OC 9 1/2" J OI S T @ 1 2" OC 9 1/2" JO IST @ 1 2 " OC 9 1/2" JO IST @ 1 2 " OC 9 1/2" JOIST @ 12" OC 14" JOIST @ 16" OC 51' -5 "8'-3" 27' -1 " 4' -3" 11' -10"11 7/8" JOIST @ 16" OCAA.1 AA.2 AA.3 1 4" JOI ST @ 1 6" O C W10X15 {W12X16} 234'-3"W10X30 {W12X26}234'-0 1/4"W8X28 {W12X19} 234'-0 1/4" W24X76 {W24X76} 234'-5"(2) 14" LVL234'-3"W10X60 {W12X45} 234'-3" (3) 11 7/8" LVL 3 1/2" NWC ON 3VLI18 METAL DECK (OVERALL 6 1/2" DEPTH) TO SLAB = 233'-4 1/4"W10X15 {W12 X16}234'-1" 9 1/2" JO IST @ 1 2 " OCW10X15 {W12 X16}234' -1"W10X15 {W12X16}234'-1"W10X15 {W12X16} 234' -1 " SW1 SW1 SW1 SW1S W1SW1SW1 SW1SW1 SW1 SW1 SW1SW1 SW1 SW1SW1 SW19 1/2 " J O IST @ 1 2 " OC 11 7/8" LVL @ 16" OC (2) 2X4 11 7/8" JOIST @ 16" OC TO PLY = 234'-3 3/4" TO PLY = 234'-1 1/4" TO PLY = 234'-1 1/4" TO PLY = 234'-3 3/4" TO PLY = 234'-1 1/4"W10X26 {W12X26} W10X30 233'-11" 9 1/2" JOIST @ 12" OC Scale Date Drawn by Checked by Issue Date Studio NYL Structural Engineers www.studionyl.com 2995 Baseline Road #314 Boulder CO 80303 P 303.558.3145 Project Number 3/23/2018 4:01:55 PM1/4" = 1'-0"3/23/2018 4:01:55 PM322 MILL CREEK CIRCLEVAIL, CO 81657S3.3 UPPER LEVEL FRAMING PLAN TM JL 03/23/2018 BUILDING PERMIT SET 17115 N 1/4" = 1'-0"1 UPPER LEVEL FRAMING PLAN FRAMING PLAN NOTES • REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. • VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. • VERIFY SITE DATUM WITH ARCHITECTS DRAWINGS. • CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS PRIOR TO CONSTRUCTION. • DETAILS ARE NOT CUT AT EVERY LOCATION THEY OCCUR. IF A CONDITION IS UNCLEAR, CONTACT ARCHITECT IMMEDIATELY BEFORE PROCEEDING. • COORDINATE ALL OPENINGS THROUGH STRUCTURAL MEMBERS W/ ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS. TRIM OPENINGS AS SHOWN ON PLANS. • SEE MECH, ELECT, AND CIVIL DRAWINGS FOR SLEEVE LOCATIONS. PIPES, CONDUITS AND OTHER PENETRATIONS NOT SHOWN SHALL NOT PASS THROUGH MASONRY WALLS AND COLUMNS, CONCRETE WALLS, BEAMS AND COLUMNS OR STEEL BEAMS OR COLUMNS WITHOUT PRIOR APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. • FOR MISCELLANEOUS STEEL NOT SHOWN ON PLANS, SEE GENERAL STRUCTURAL NOTES AND GRAPHICAL GENERAL NOTES • PRELIMINARY ELEVATIONS SHOWN ARE BASED ON INFORMATION PROVIDED BY THE ARCHITECT AND ARE SUBJECT TO CHANGE. • TOP OF STEEL IS NOTED THUS (###'-## ##/##”). • STEEL BEAM SIZES SHOWN HAVE TWO OPTIONS SHOWN AS: OPTION A {OPTION B} • REFER TO GRAPHICAL GENERAL NOTES FOR HEADERS, BEARING STUDS (T, TRIMMER STUDS) AND WIND STUDS (KS, KING STUDS). PROVIDE MINIMUM (2) 2x TRIMMER STUDS UNDER EACH BEAM OR HEADER AND (2) 2x KING STUDS EACH END WHERE NOT NOTED ON PLAN. • WALL STUDS TO BE 2x6 OR 2x8 DF @16" OC PER ARCH REVISION SCHEDULE # DESCRIPTION DATE 3/23/2018 04/23/18 1 2 3 4 A B C D E F 1A 2B 3C AA BB CC 4'-5" 17'-8" 12'-2" 4 '-4" 1 8 '-4"38'-0"20'-5"8'-7 15/16" 1'-10" 4'-7 1/16" 2'-6" DD 7 1/4" LVL @ 16" OC 7 1/4" LVL @ 16" OC (3) 11 7/8" LVL W10X22244'-1"14" JOIST @ 19 3/16" OCW10X19 243'-6" W10X19 243'-6"W10X19243'-6"(3) 9 1/2" LVL (3) 7 1/4" LVL(2) 7 1/4" LVL W10X30245'-1"(3) 7 1/4" LVL (3) 7 1/4" LVL 2X6 @ 16" OC 2X6 @ 16" OC (2) 2X6 EA SIDE OF JOIST 11 7/8 " JOI ST @ 24" OC 11 7/8" JOI ST @ 24" OC11 7/8" JOI ST @ 24" OC11 7/8 " JOI ST @ 24" OC11 7/8 " JOI ST @ 24" OCCAN T CANTCA NT CANTCA N T CANTCANTCANT CANT CANT W1 0X22 W1 0 X22 W10 X22 (3) 11 7/8" LVL W10X22W10X22W10X 2 2 14" LVL @ 16" OC (2) 2X6 EA SIDE OF JOIST W16X31 236'-11 5/16" W10X22 237'-3" 2X6 @ 16" OC 51'-5 "35' -4 " 4'-3" 11'-10" AA.1 AA.2 AA.3 11 7/8" LVL @ 16" OC11 7/8 " LVL @ 16" OC11 7/8" LVL @ 16" OC11 7/8" JOI ST @ 16" OCSW1 S W1SW1SW1SW1SW1SW1SW1 SW1W1 0 X4 5 (3 ) 11 7/8" LVL 11 7/8" JO I ST @ 24" OCW14X26(3 ) 11 7/8 " LVLW10X22SEE UPPER LEVEL PLAN FOR BEAM SIZE W1 0X22 (3) 11 7/8" LVLCANT W10X22HSS5x5x1/4HSS5x5x1/4HSS5x5x1/4HSS5x5x1/4 W10X19 W10X30 W10X22SLOPE PER ARCH SLOPE PER ARCH SLOPE PER ARCHSL OP E PER ARCH Scale Date Drawn by Checked by Issue Date Studio NYL Structural Engineers www.studionyl.com 2995 Baseline Road #314 Boulder CO 80303 P 303.558.3145 Project Number 3/23/2018 4:01:56 PM1/4" = 1'-0"3/23/2018 4:01:56 PM322 MILL CREEK CIRCLEVAIL, CO 81657S3.4 ROOF FRAMING PLAN TM JL 03/23/2018 BUILDING PERMIT SET 17115 ROOF FRAMING PLAN NOTES • REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. • VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. • VERIFY SITE DATUM WITH ARCHITECTS DRAWINGS. • CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS PRIOR TO CONSTRUCTION. • DETAILS ARE NOT CUT AT EVERY LOCATION THEY OCCUR. IF A CONDITION IS UNCLEAR, CONTACT ARCHITECT IMMEDIATELY BEFORE PROCEEDING. • COORDINATE ALL OPENINGS THROUGH STRUCTURAL MEMBERS W/ ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS. TRIM OPENINGS AS SHOWN ON PLANS. • SEE MECH, ELECT, AND CIVIL DRAWINGS FOR SLEEVE LOCATIONS. PIPES, CONDUITS AND OTHER PENETRATIONS NOT SHOWN SHALL NOT PASS THROUGH MASONRY WALLS AND COLUMNS, CONCRETE WALLS, BEAMS AND COLUMNS OR STEEL BEAMS OR COLUMNS WITHOUT PRIOR APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. • FOR MISCELLANEOUS STEEL NOT SHOWN ON PLANS, SEE GENERAL STRUCTURAL NOTES AND GRAPHICAL GENERAL NOTES • PRELIMINARY ELEVATIONS SHOWN ARE BASED ON INFORMATION PROVIDED BY THE ARCHITECT AND ARE SUBJECT TO CHANGE. • TOP OF STEEL IS NOTED THUS (###'-## ##/##”). • STEEL BEAM SIZES SHOWN HAVE TWO OPTIONS SHOWN AS: OPTION A {OPTION B} • REFER TO GRAPHICAL GENERAL NOTES FOR HEADERS, BEARING STUDS (T, TRIMMER STUDS) AND WIND STUDS (KS, KING STUDS). PROVIDE MINIMUM (2) 2x TRIMMER STUDS UNDER EACH BEAM OR HEADER AND (2) 2x KING STUDS EACH END WHERE NOT NOTED ON PLAN. • WALL STUDS TO BE 2x6 OR 2x8 DF @16" OC PER ARCH N 1/4" = 1'-0"1 ROOF FRAMING PLAN REVISION SCHEDULE # DESCRIPTION DATE 3/23/2018 04/23/18 GROUND LEVELTOF = 211'-9" LOWER LEVELTSL = 200'-0" AA 5'-5" 10" 2'-6" 12'-7" MAX1'-4" 3" CLR 2" CLR4'-0" LAP8'-9" #7 REINF @ 8" OC VERT. CAST IN PLACE RETAINING WALL PER PLAN #4 REINF @ 12" OC EF HORIZ. FOOTING PER PLAN #6 REINF. @ 12" OC EW T&B #7 DOWEL @ 8" OC 1'-11"2" CLR2" CLR #4 REINF @ 12" OC VERT.2'-0" LAP2'-8" MINGROUND LEVEL TOF = 211'-9" LOWER LEVEL TSL = 200'-0" #6 REINF @ 12" OC VERT. CAST IN PLACE RETAINING WALL PER PLAN #4 REINF @ 12" OC EF HORIZ. FOOTING PER PLAN #6 REINF. @ 12" OC EW T&B #6 DOWEL @ 12" OC#4 REINF @ 12" OC VERT. 3'-2"10" 2'-0" 1'-4" 9'-6" MAX2" CLR 2" CLR 2'-8" MIN4'-0" LAP2'-0" LAP6'-0" 2" CLR3" CLR GROUND LEVELTOF = 211'-9" LOWER LEVELTSL = 200'-0" AA 5'-3"1'-0" 2'-6" 12'-7" MAX1'-4" 3" CLR 2" CLR4'-0" LAP8'-9" #6 REINF @ 8" OC VERT. CAST IN PLACE RETAINING WALL PER PLAN #4 REINF @ 12" OC EF HORIZ. FOOTING PER PLAN #6 REINF. @ 12" OC EW T&B #6 DOWEL @ 8" OC 1'-11"2" CLR2" CLR #4 REINF @ 12" OC VERT.2'-0" LAP2'-8" MINGROUND LEVELTOF = 211'-9" LOWER LEVELTSL = 200'-0" AA 5'-1"1'-2" 2'-6" 12'-7" MAX1'-4" 3" CLR 2" CLR4'-0" LAP8'-9" #6 REINF @ 9" OC VERT. CAST IN PLACE RETAINING WALL PER PLAN #4 REINF @ 12" OC EF HORIZ. FOOTING PER PLAN #6 REINF. @ 12" OC EW T&B #6 DOWEL @ 9" OC 1'-11"2" CLR2" CLR #4 REINF @ 12" OC VERT.2'-0" LAP2'-8" MINGROUND LEVEL TOF = 211'-9" LOWER LEVEL TSL = 200'-0" #6 REINF @ 12" OC VERT. CAST IN PLACE RETAINING WALL PER PLAN #4 REINF @ 12" OC EF HORIZ. FOOTING PER PLAN #6 REINF. @ 12" OC EW T&B #6 DOWEL @ 12" OC#4 REINF @ 12" OC VERT. 3'-0"1'-0"2'-0"1'-4" 9'-6" MAX2" CLR 2" CLR 2'-8" MIN4'-0" LAP2'-0" LAP6'-0" 2" CLR3" CLR GROUND LEVEL TOF = 211'-9" LOWER LEVEL TSL = 200'-0" #5 REINF @ 12" OC VERT. CAST IN PLACE RETAINING WALL PER PLAN #4 REINF @ 12" OC EF HORIZ. FOOTING PER PLAN #6 REINF. @ 12" OC EW T&B #5 DOWEL @ 12" OC#4 REINF @ 12" OC VERT. 2'-10"1'-2"2'-0"1'-4" 9'-6" MAX2" CLR 2" CLR 2'-8" MIN4'-0" LAP2'-0" LAP6'-0"2" CLR3" CLR Scale Date Drawn by Checked by Issue Date Studio NYL Structural Engineers www.studionyl.com 2995 Baseline Road #314 Boulder CO 80303 P 303.558.3145 Project Number 3/23/2018 4:01:57 PM3/8" = 1'-0"3/23/2018 4:01:57 PM322 MILL CREEK CIRCLEVAIL, CO 81657S6.1 FOUNDATION DETAILS TM JL 03/23/2018 BUILDING PERMIT SET 17115 3/8" = 1'-0"1 TALL RETAINING WALL (10") REVISION SCHEDULE # DESCRIPTION DATE 3/8" = 1'-0"2 SHORT RETAINING WALL (10") 3/8" = 1'-0"3 TALL RETAINING WALL (12") 3/8" = 1'-0"4 TALL RETAINING WALL (14") 3/8" = 1'-0"5 SHORT RETAINING WALL (12") 3/8" = 1'-0" 6 SHORT RETAINING WALL (14") 3/23/2018 04/23/18 04/23/18